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Home My WebLink About2008 Indian River Dr/Main St Construction Plans (Oct) (Box 23 #53)a Y, < , PQ _ , w. r ,H , < j .. I I 9 I { ff Arff SEC"I'�ION TOWNSHI 31 RANG 39 CITY OF. STI N F 0 R I A I LOCATION MAP x SITEDRAWING INDEX DATA t SHEET DESCRIPTION COVER , SHEET APPLICANT/OWNER: CITY OF SEBASTIAN x_ 1 EXISTING SITE CONDITIONS 5 ATTN: AL MINNER, CITY MANAGER 122 2A CLEARING AND GRUBBING, PAVEMENT AND STRUCTURE REMOVAL, AND TREE REMOVAL PLAN 1 ff 5 MAIN STREET SEBASTIAN, FL, 32958 213CLEARING LIMITS AND EARTHWORK (772) 589-5518 I -. 3 SITE PLAN - - - -- ' � .� . < . ,`' "vf- Jr q_ ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. 4 BASELINE GEOMETRY AND DIMENSIONAL PLAN �y 1717 INDIAN RIVER BOULEVARD, SUITE 201 • 5 PAVING, GRADING & DRAINAGE PLAN VERO BEACH, FL 32960 6 UTILITIES PLAN t vow (772) 770-9622 fi. x . , 7 SECTIONS ,� Gg SURVEYOR: HOUSTON, SCHULKE, BITTLE AND STODDARD L.L.C. .'8A & 8B STORMWATER POLLUTION PREVENTION PLAN & EROSION CONTROL NOTES & DETAILS 1717 INDIAN RIVER BOULEVARD SUITE 202C � I R VERO BEACH FL 32960 9-13 MISCELLANEOUS DETAILS & SPECIFICATIONS . (772) 794-1213 14 INDIAN RIVER COUNTY MISCELLANEOUS UTILITIES DETAILS & SPECIFICATIONS 15 INDIAN RIVER COUNTY WATER DETAILS & SPECIFICATIONS PROJECT LOCATION: r MAIN STREET AND INDIAN RIVER DRIVE i �} s T� �.. •. c �,aye, .,.� ,, � �, � � , s - - - - 16 INDIAN RIVER COUNTY SEWER DETAILS & SPECIFICATIONS 17 PRIVATE LIFT STATION DETAILS & SPECIFICATIONS STATEMENT OF USE: BOAT TRAILER PARKING, PARK, & ROADWAY IMPROVEMENTS 18 HARDEE OAK TREE PRESERVATION PLAN e;,r WTI' I' .. . TAX I . D . N O'S : 31-39-06-00000-0050-00004.0 19 EXISTING SITE CONDITIONS - MAIN ST & SR5 s 31-39-06-00003-0010-00001.0 20 PAVEMENT MARKING AND SIGN PLAN - MAIN ST & SR5 I 3,1-39-06-00003-0010-00001.2 � 31-39-06-00003-0030-00001.0 21 IMPROVEMENT PLAN - MAIN ST & SR5 I 31-39-06-00003-0030-00002.0 22 & 23 CONCRETE PAVEMENT CONSTRUCTION DETAILS/NOTES - MAIN STREET & BOAT RAMP 31-39-06-00003-0030-00004.0 24 & 25 CONSTRUCTION PHASING AND GENERAL MAINTENANCE OF TRAFFIC PLAN 31-39-06-00003-0030-00005' .0 26 LIGHTING AND CONDUIT PLAN 31-39-06-00011-0010-00001.0 f 27 KSM ENGINEERING & TESTING - GEOTECHNICAL REPORT ATTACHED AERIAL SURVEY - PREPARED BY HSBS j SIGNAL PLANS - MAIN ST & SR5 PREPARED BY IRC ELECTRICAL PLAN - PREPARED BY TREASURE COAST ENGINEERING LANDSCAPE AND HARDSCAPE PLANS I PREPARED BY LAND DESIGN SOUTH ` BUILDING PLANS - RESTROOM FACILITY - ARCHITECT: JOHN SCHLITT I ; - MEP: KAMM CONSULTING I STODDARD i I � I i i j ` LELECE SCHULKE . CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING , CUN01 I Uul ION FLAN F K Aw CERTIFICATION OF AUTHORIZATION NO.: 00008668 ENGINEER CERTIPC OV: (1(}f 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 DATE: I „14.,10SEPH W. P. SC LKI P E, e REG. No 47048 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL infoOsbsengineers.com F= o'WILDLIAM P.�ST�OD6 RD, Ph ., P.E. REG. No 57605 % ... .... _ .. ... . . . . . . li .. . I : I. .. LOT 15 r,'.zt" 4711 �- _ _Z\ , �p / . \ - >Jo \ozm LOT 14 �� CP . / \ \ ` zm -� . \ /�� . \ . 9\ v I \ / LOT 13 / z,i ��7�7M LOT 13 �G / / �o >�728 749 / T_ z� ' r 747 / LOT 14 Hhm mX .V7a: \, 7.,s \ LOT 12 1p \ \ . yc \ li 7,.1. AZ.60 / V1, CO . / \ . •' LOT 11. ,- o . / LOT 15 / / :'$�7se 66 6" �Z am . 7.27 OF-17 / : \ /,\R \ R \� ,,,�" \\\ x7J \ I LOT fO . \ / LOT 16 / I FD. 1' IRON PIPE\I •. \ 31 \ . . ! \ . . . . . I . \ i \ x746 / . . ! \ . . 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I 4.53 - -ice 0 4, ♦ A � � � � " 1100000 'w'. : i a - \ ST s \- i •' \' \ 2" 12" 10 1. ,� \ 24 0050 �$b f0 15 I 0 , \ . a \ fo" O O O f 1. 0 8 Z39 \ ............................................. ............................................. ............. m w le 1 . ....... .......... .......... .. 74 Snn/c.......... .. - ..:. ...... .57 - .... .. I: 6.82 \ 'RADING -%' ........E . ::. 347a ' \, x \ \ FF E. =1.8-0 ...... '.-'BUKL3/NG 7d1 \ q; \ \ 6 ..... \ lo" \wo F.F."EL.-9 96 . \ \ iY \ to" ...... Jo' I. - I I........ ...... .. I\ B' `:- I ; z1s - 1¢•M - \ �' - FD. S/8" IRON ROD \ x\7 ° _I _ - _ - o i - Aj' _ _ \ xz\ F0.\ 8' IRON ROD FD. 3/4 IRON PIPE \ O 7.JJ o o -.----\ / \ \ 1v i z I \ \\ \ \ x x 6 ; . \ /"�... \ \ SEE SHEET 27 FOR SOIL BORINGS AND GEOTECHNICAL REPORT ` �'6z, a.BA �� \ Z � , .o. c>�.'. AZ-j3 \ \ \ \:'''''' . .... \ - \ ; ...... 1. . .. .. .. _............... . . . . . . . . . . . \ \\ \ I - I - - ' . ;I _ q1 . NO APPARENT CONN£C7/6N BEnVFJV ORAINAG£ S157FMS -- - I _\ _ 1 \ �5TAtE ROAD DEFT LE NERSECTION W/ AWN S STA. 1036i PER STATE OF FLORIOA• STATE ROAD \ OUT. MITOFVI-AY MAP \ : I I }•v1\ I,, - \ g:: ..xaevr: I _- 0) U .25 M %w Q N I - m W 0 IUD)M O Do SR: o(=)° W 0 _j . O m d Ci •, 2 . Zz�W < LD ; CLNp� C)�NO0j ZoWo �5F-�_ti N Z o 'ti wj Z o >� L1_ I" W - IY �� -N 6 Qti1 . Q) Z N r C I- W v � F- N Z O i_ ID O 11 U W III"" V / Z W o w U W O Cf." W O L.A_ 0 W Q:� cl:�0- Z Q:� F_ W I_. tn �> Z LJJ � -7,- W (nZMW LQL Q � O H Z n C) - M Q'JOSEPH W. SCHULKE I !L REG. . 7048 0 40DAH 81 FL RE . NO. LU ST D FL G. 6 5 DATE ac 1 17 ROJ5CT NO. 07-027 __ _ ___ ___ _ _____. .. ...... ........ ... ........ .. _ _ ._ _ _ _ _ . _ _� .. .... . - --- - --- - ... - - -- . l . II. I II LOT 15 `� �m / 42 /_ZIT\ ,5, . .. .\ 341. „• �� / -yam 10 . NOTES: x .zs °>k \ Q I �$� 1. SEE UTILITY PLAN FOR PROPOSED UTILITY RELOCATES AND/OR ABANDONMENT \ \ q 2' $`��1, LOT 14 ;' . 2. SEE LIGHTING PLAN/ELECTRICAL PLAN FOR ELECTRICAL RELOCATES AND/OR ABANDONMENT / \ _ �1. -m _- 3. COORDINATE WITH FPL FOR POWER POLE REMOVAL AND RELOCATIONS / //\ \ B\��y7_ �' ��, / / = =_ 4. SEE DRAINAGE PLAN FOR DRAINAGE CONSTRUCTION LOT 13 0 743 ��1 r::<\� �9 == £ 5. MUST ADHERE TO STORMWATER POLLUTION PREVENTION PLAN DURING CLEARING/DEMO WORK. \ `", �'k,��i' LOT 13 �� A SILT FENCE ALONG PERIMETER SHALL BE INSTALLED PRIOR TO ANY WORK. 1-1 �o,� ! \49 wGi� . -. _ 6. SEE LANDSCAPE PLAN -COORDINATE PLACEMENT OF RELOCATED TREES WITH PLAN AND / ?$ / ' Y r� � \ / -o o \ _ COORDINATE WITH ENGINEER. / LOT 14 ti 2 \ j,�,,� car 12 �,`�" o 7. REMOVAL/DEMOLITION/CLEARING SHALL BE COMPLETED IN PHASES - SEE PHASING PLAN � I i �'� - &I SHEETS 24 & 25 / / '� `' .76024• �R� 'p �� \ -- 8. REMOVAL OF EXISTING OLD ROAD(S) - WHERE A NEW ROADWAY IS TO BE CONSTRUCTED OVER / � B° F088`'4 / v N � Q, AN OLD ROAD, PLOW OR SCARIFY THE OLD ROAD, AND BREAK IT UP FULL WIDTH, REGARDLESS \ ` »r.-is 6 LOT 11 .' oz a7o N o rt h / LOT 15 / / �zse 6• �.. s OF HEIGHT OF FILL, AND DISTRIBUTE MATERIAL WITHIN THE FILL IN A MANNER SO AS NOT TO BJ I I % :°;,e� `' .'� �'14- a, CREATE VOIDS. IN AREAS WHERE THE OLD ROAD IS OUTSIDE OF THE PROPOSED NEW ROAD / / xZ27: 1- 1i i ' . . OBLITERATE THE OLD ROAD BY BREAKING UP AND REMOVING ALL PAVING MATERIALS SUCH AS \ / �RNti ,_ \ \ \ �+ .�. �P \ BRICK, ASPHALT, CONCRETE SLABS, SIDEWALKS, CURB &GUTTERS, ETC., AND DISPOSE OF ALL I ��' \ .\ %� \ I LOT to . MATERIALS. \ / LOT 16 / M I' IRON PIPE <t,\ .. \ ' \ I� \+\}� . . 9. SEE SHEET 2B FOR GRAPHIC DEPICTION OF LIMITS OF CLEARING AND GRUBBING, PAVEMENT \ \ \ S002ZS9� .3a94' x --x--x ,, . .1. IC REMOVEREMOVALD WITHIN THESEAND LOF LIMITS.�CO RACTORLL PAVEMENT AND SHALL VISIT THE SITE AND FAMILIARIZE ITSELF \ \ / \ UCTURES SHALL BE I _�, NI \\ \ \\' Z70 xzlm/ `'\r WITH ALL SITE CONDITIONS. OMISSION OF STRUCTURES OR PAVEMENT FROM THIS PLAN DOES LOT l7 �. s \ 16 LOT- 9 GRAPHIC 'SCALE / / s9 2'R3T AC14' \\ I- I _1 NOT RELIEVE THE CONTRACTOR OF ITS RESPONSIBILITY TO CLEAR, REMOVE, AND DISPOSE OF .� 1 \ '� �, , '" \+ w I . XZ _ 40 0 20 4o I so 1190 r- ALL STRUCTURES AND ALL PAVEM NT ON M WN 0 B SAVED 0 \ J `� \ III:: E THE PRE ISES NOT SHO T E R SALVAGED. 10. THE BID ITEM FOR CLEARING AND GRUBBING AND REMOVAL OF STRUCTURES ARE LUMP SUM ITEMS - NO ADDITIONAL PAYMENTS WILL BE MADE FOR CLAIMS FOR ADDITIONAL CLEARING OR REMOVAL OF STRUCTURES NOT SHOWN ON THIS PLAN. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE WORK. 11. THE CHAMBER OF COMMERCE WILL BE OPEN AND OPERATING DURING CONSTRUCTION. 12. TREE PROTECTION: THERE WILL NOT BE A SEPARATE BID ITEM FOR TREE AND SHRUB PROTECTION (EXCEPT FOR A SEPARATE SPECIFIC BID ITEM FOR THE HARDEE OAK TREE). THE COST FOR TREE AND SHRUB PROTECTION SHALL BE INCLUDED WITHIN THE VARIOUS BID ITEMS FOR WORK PERFORMED IN THIS CONTRACT, INCLUDING BID ITEMS FOR CLEARING AND GRUBBING, EARTHWORK, PAVEMENT, DRAINAGE, UTILITY, AND LANDSCAPE CONSTRUCTION. THE WORK SHALL INCLUDE ALL TREE PROTECTION MEASURES NECESSARY FOR TREES AND SHRUBS WITHIN THE PROJECT LIMITS IDENTIFIED TO REMAIN, INCLUDING; TRIM AND/OR PRUNE BRANCHES, LIMBS, AND ROOTS: INSTALLATION AND MAINTENANCE OF PROTECTIVE FENCING; APPLICATION OF WATER AND FACILITIES NECESSARY TO MAINTAIN THE HEALTH OF THE SHRUB OR TREE; PROTECTION OF THE TREES FROM FLOODING, EROSION, OR EXCESSIVE WETTING RESULTING FROM DEWATERING OR INTERIM STORMWATER MANAGEMENT PRACTICES; REPAIR AND/OR REPLACE TREES DAMAGED BY CONSTRUCTION OPERATIONS; AND OTHER TREE PROTECTION MEASURES SPECIFIED IN THE CONTRACT DOCUMENTS. 13. THE UNIT PRICE FOR CLEARING AND GRUBBING SHALL INCLUDE OBTAINING PERMITS TO PLUG ALL EXISTING WELLS WITHIN THE PROJECT LIMITS THAT ARE SHOWN TO BE ABANDONED, AND HAVING THE WELLS PROPERLY PLUGGED/ABANDONED BY A LICENSED WELL CONTRACTOR. EXISTING TR DIAMETER V) ORANGE VIN CONSTRUCTI CHAIN LINK FENCING OR EQUIVALENT NOTES: 1. ALL TREES RETAINE„ �. SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. 2. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. 3. INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. 4. FENCE/BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TRESS OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. 5. DO NOT PARK HEAVY EQUIPMENT Q NT ON TREE ROOTS. DO NOT ADD FILL 4" TO 6" AROUND TREE. ALL WORK WITHIN TH E CRZ MUST BE DONE BY HAND. 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EL.=0.81'/ 0 . 2` 1 W N \ ;tla9, x14J \ - / .r' / \ STATE ROM DEPi1. i 7 6' /r,x. \ '. \ n/ N 4 s xr+:41R, 119 - - P.O.C. OF CURVE: S 1 7 _ -: "}• -ti, µ - .6 Y ELE . PANEL ...C. ..45J LL (� .,373 t4.20 \ / /S92 -- - s - . $+� E ��/�,. ` p \ ;;`• `�/', �i :: * .�.-- 13 9 PER STATE OF FL ... -- - .._ .:_.... - .,"rf.,'> .`� :.. .,. •7s 4• ': F� �" .•�::•3t4t5B ii r I� EXIST. FORCEMAIN sl ,r/ DEPT. RICH of WAY +� ; FD. i 1 J2" IRON PIPE f 4 14a5 0 z SECTION 1 -01-11 7 . "a . - A , \ "sc z.?.tJ \l :` 1t, Z x 74.24 14,22 14.0 (APPROXIMATE LOCATION) ,7rfxlsT CURS INLET �- ,.- - y y" '." �•f3/ �x ': I . I j Q_ I� j r �� f4.1 ,4EOa TOP EL.=13.Bt 1392 - - - 11'8" '? _ _ ._X. 'y '9.: Y::'"1° >. $ f :'�:, GO .:\ J 9T• k F0. 1 1/2' IRON PIPE A. INV EL.IvlSt r, .y , . ,4.93 �}< ORANGE VINYL CONSTRUCTION waLx . >I• - F � �:� '! '•��" � � � 0 � - - - COr'C 5,0E 14.a1 89 r , n 7 FENCING, CHAIN LINK FENCING, . - _ 141 O9 : a „ NO APPARENT cauNECnwv :. '. ,.��.. _ N n l.. i ate' 3 / aL. 1 ' - 9 , J : yY4'8`a`' asa I FENCING OR OTHER - - - - A.4 - = 1- ' BfTN�LNORAnvAcfSrs7EMS� .. - t _ / ,• / Nl[ ,��`7- �: = AZESOS"TO REMAIN R�3 [-- SNOW SIMILAR FENCING AT LEAST 4 . . ` w .._ _ ._ 4 j - '� . r' C ) .�- =-.. 6 fs24 RA .A %fsos _ _ 1 --�� /`,4= '� ,.. / / `�''/x'• V -- -I �.. X HIGH AND SUPPORTED AT A Nr. wa _ _ -M ... d DRANAG£ UAN [E •_._,_.�: -= STATE ROM DEPT RASEL r _ _2_L' t % I� W $9 " _ K;l35B TOP £L-15. u y y 7 6 r ! 99� >< 1 0' g pd� �� 9 a IMERSECRON VJ/ NAIN $ T . 6 1'`" _C- - % i $-05 �✓ n 4421' F- MAXIMUM OF TEN -FOOT ( ) `s„• `R,. � / p'1:6--� � PER STATE OF �- }Lr �G „ 'Ee„ � 1 � a STA FLORiQA, $ -� y{7� L B. 9x .,,c �1 / '�jp \ � �% 1p . .rxa,. r l _: .. J.tp ...:ti;•, . 2 DEFT. RIGHT OF WAY AtM . ',+ c W�1 ". G7 \ A_ ., INTERVALS BY METAL T POSTS „ye5l �• _, _ o,s�a r a _M- _ , / -°, 1 ,., i .sJ 2 x,a.4B {YDOD SIGN •-FL3 c,•', r' OR APPROVED METHODS w- ,, m A �"� _ ...w... - ;, a = REUOVE RAl \f y 3 , s.,.., 1. - _ �•.. ��I. "_ _„ .. ._- Tr, sv� N PI? 7& . m-\ { SUBMERGED LAND SUFFICIENT TO KEEP THE FENCE -_ - '- _ <,.,, • ,, ....--�- AND INLETS Ca o N m` " ...-.. ,.- -., ....- �.•_ ` z •' - ,Sav 9 D1 • •ks24 �. � 1 00000 _ \�., _- Y 1k'1t ... \. r4s4 F'J1 + A l x V/ I - 774f' U m m . UPRIGHT AND IN PLACE." w:w S w �, � ' '� 1ST. 8' H.D.P.E. WATERMAIN ' ," .." „,....-,....._,._. - ,_,, .- � 14.rT: ,�-�-. .B N , w C 1 Oes� .:9.Js EXfSR�NC CAiC!/ BASIN , 0050 WOODEN STAKES AND REBAR , <. �- • y ��w -S , 7 1 ;r -� APPROXIMATE LO.�ATION '�-`--`,'""�'-- fir- ,_>� �_/ II w s ss xs59 � °� �' �; _ <: 70 ? +�, .. .--� ®.- `s ,. a• 4w;.;s:.: L.sr'- .7 � ,�.'"'r _ 4 GONG F 14. - '� ` �., / to \� :., '< Q POSTS ARE NOT CONSIDERED -• o -'" % a _.., �,, c \Kra " :.. -„ • - �9 1 `" 7 _ ._...,._... •. IS 74.74 I , / CiA�Jt 1 �aFI/p7J2x //T7f c SIf.?4'.TO �` �' - _...,. __ __ a A • " l�r - .�rx .. ,-t,� _ .-. y;yfi, ......:.:'.::.:. 4" < i o s2 /^ - AS AN APPROVED METHOD _ ._ :7s •,,,_ cA - � cNC' s" A o ;r �- 5a92' ■ SUFFICIENT ENOUGH TO KEEP "" .•.'.•.'......'.'. \ s• j{ { 1 ,......_ ,--,..,..,...-__.>..-»-_-...-.-..,..,.,.,,.:"_,._"_._..._.-. ,J$,.62Y,,,...,..x16. ,l r� t \ ., ..„,,. ter.. r•- .........'I.-.'f.'.':.-.'.'.'.'.'.'.':.'.%%'.'.'.'.'.':.'............ f - _ - .--`fB. tS 5 �30N, / I' ,a ..,.<,.,- �.,.-» 78.4J - .'^` �15-95,= .� .. _'< . 3 r ply THE FENCE UP RIGHT AND IN _ - A/NA blANNOLE 7 /j} \\\ ,- . .5 � 11\.�3 etc' ® x 9HZ /. /,. ♦ !n°' ;.�. IT 1 m +G-era.a'+.e";a ". ... f0 7M EL. 16.01'- - .9B , ' ) W __ 1 p N I— Ns pVV. `U �10.2 PLACE. �< J t r i 1S / . s` N,,- A t= Limf.zINV EL Ia57 � •:�HAMBER'•D�•••••'1714 1L- - N ....... .... ......''''' B29 I �/ �lv } 7 75.J 1 �B 4 a 3_,.. �-_ ,, 61:lVA'm4ARlf :'::':G'OMMEf.74ir'':•:'::•:•: 232 �" ,� x8 B3 .-b N ^ \ib'i OF' MANH" iL-1Q - �. c � F- W z �I - l � a- N 869" 1. B1 PARK SENCH H � .z � W •'E`iY%•'tllN • J. + O•• U' FD. 5 8" IRON R D i -� �\ _ TO BE REMOVED _ �' OVED 3 � .'sum i u < v x ll. 88 B t 11st. T ... .. ...... . .. ............. . ... ... ............ .... . .. ......... EC:lT6. 7 - P0) "aq w^*<i7 I r Isos I 04' �x 2- v 01 Q 4 ..0 A \ et I5.1 �'s .�:- IS47 O a Z Z ..PAD � �« +G 1i17 A. S . I i 7 "J 3 1 I x 1 I 1S 7 � ,' 755>�= Q Y � Q 93 aJ 0 001t B x 73241%77 I -I 1. Z z - 4 r li 1• O1 x. i oH_ o f o 2 4k• 7 srs - G,4 Q 7 4 ,363 f- 2' . aos .................................................... t \ � 'Q B:43 T f? 0000 x5 • 2 J Z s AR NCH Z k lase w B£ d h f' % aJ9 w { O N k 3�54 '� lO REMOVID �, - 3s7 g] W 3 7 g xr x e ............................................ ........... (9 � _ �Tc`�55 ,. 5 7 c? '_` i�w � \�m ro.7 .._-r,Ia1L x �..•.. ' / : \ 6, � 1 ,t�B�4iA Q Q �"' \ `; N PROVIDE TEMPORARY S/L-T fEN n.oe • . $3, / - 0 +7a.3B' W W �j .. ...... ........... ..... fs." \ c. m CHAMBER DURING CONS7RUCTlON Ay , \ J (Q �:. \ } \ G `a,, �? COORDINATE WITH PY4,00 PLAN AN Y ass $ W. �S44b8 36 20 U Q � \ \ ';` } 1 m TEMP. PARKING PLAN, i _ . xa/9 ', 4, jv _ (• o.6e W I ( I I I .. 1� I ; 'IL . . . 1. . I . I I W u $ �' f fa 94 APPROX/MA7E L 710V , ••, UNCO S77N€� fLQW3,I L %B9aa I' IRON . 759 i \ N6 1- it /sss `�� OF IX/ST. BURR/ A �f 1/5o a fur \� CAPPED PLOW ,�za UG/AB PER -DOH /SJR i °S,�Y � PL d J� I /103 1.. 9 x 9 1i/ \ xp t \ 0_ \W� W ' ' /. *' 75 566 x1S9J I 1 Q - I - �\ ^,.�,• � Y�..s+� ' N_ W' ••:r - .J ' a - .1 � i __ 1, ' ' \\ Q / .� $ .:... `". R v Y. p774 P.02. F SURNERGED/ -� G lS67 - .\ -W 2' x12.52 :.. �.A: C .�'- i\ CK I(J `\ - \ j \ / ., - b LAND SE LEGAL Q O \ �j I '.'.EXI:$7.7/V.G.':':.', --_ < WF.6DESCRIP ....• PARK `\ i { ll �ttthersl 29.86< x 0,74 . 9U/LD1NG .'.. 1` v z -�''�� LL cONGRE 1, I {\ I II \ _ oad09 bf �z 2 � ' fF..£L ��9.26I •_ ,,� \ x 441 , a # I S!!3B'S2F 1�717' W 9Of \ � i72 (os /�� xf440 � ..-.,., .'' %; ]B3 71 \ HFf 5 :_W77'.T72\Z19' Z x m / \ WF-4 \ Qry , ^ j417. ° O f+ FD +iaBS 53495''J4 2240' W �/ , . _ r\ _ i - 1t - - - - x 14.55 \ t- .j zes I--- �\ t ,r�\ls. \\ 1365 .. ':.'.-.':.-. .. cavC xxcc B.1 7 y / 'i \\ . / _ ,\ o (%)f Z \ 1 :. l 9z , ` r1 --'. EWS77NG..-.'. �' u�mscnom r \ \ 0" o o Q �\\ t -i k � BUILDING-...' x�ee / 8.4e , I _3 0 0 x \ 152z / \��. .F..F &- 1'5,57` - - \ - goon 9GN Bu sW.� . - \ 6.e ` \ , o 7 Nc z m Z 14.6'J Ja;70 - - \ _ � \ a x & i \. O c•1 -�.; \ 4 Z to e \ \ \ 4 9.22 B� .a wN •• I �. Y 7.44 .\ Q -t6.-- \ m c (n J .06\ xfA \ a \ v .72 \ Z > c� Z • yy w m ® \ Cn \ 7 4 r r a 6 .o 3' . -� sfov Y T 0 . Nw Q - ,� \ 2 !'» a i i 3• " . 2\� \C � t t I� \ % x rQ r'. S O 1 1!.<6 8 U,y Ft Z \� 5- 4 00000 t 4. 2 N 1 \' ETU/Lll/NG.:.:':.:::::::':.':::. ®\ i \ xr4.2, _ � l E 8 �� - 0 0 S ,{ {\ \\ I: xJRn T A� w w xR o • G\ OOOf0.0 t- Z Q_ - .'.'.f.F.'E7.:=14.-�`L .-::::.'.'............:... ®\ i \- �.' ; I; \ 'x 14.87 ` f�% ,� D o �� \ Z .. \- a 11 ' SJ7x15.17 ::\I-- 00000 I �,�� > w�N P \ \ S\ Id _^` NF 2 U • � mr 0050 4o Y ,. °l M �\ �IS02J5S4Y r Z. 0 0 0 f 0 . 0 x904 \� n>m ®,', \ \ 70 ifA 1R71 \ \�Z 4. . , -- O i 1 \ O" -4.3319 'C1. o�wwv~p \°. 1 \ Q O ". 00000 \ 1rU w w\ me�. \w i \ 1 w ♦ w o"'z" a. 00011. 0 e \73.9 \ 1 i'" . O w by `\� 7 \ _ yr 1 \ ....I- .,* . • ..... \.. ............. ..... FX/SZ7 NG ' .. I .... r\7.57 \ \ \ - \ ::6UILDING.:'::.'. B82 x61 JOSEN W. SCHULKE I ,.. .EXISTING... ...... zsf j ... JODAH 8 1 \ F.F.. EL - 9.96' \\ r 6 ` 1i 14.72, \ 2678 FD. 5/8' IRON ROD \ Z46 ,V 725 FL RE . N0. 5 ................... I I - - 71 43 / " \1D,3/4 IRON PIPES. D RD x762 3 B IRON R00❑ - . I \ I o 36' \ \ \733 \ \ FL R G. 0. 7 5 b N--,\ m , \\ \\ \ DATE: ,� \ �{ t, \ ` -_ -_ � 1d,R,.. \ \ \ HE T x . `I n6� • I 884 �\ \ _k . 1 \ \ __ ..oho. j3• i i . wv, . , k2 \ \ \ PROJECT N0. IA \ - ------V--- \ : I �� ®\ \ 07-027 . \_-) . . I SITE VOLUME TABLE: ADJUSTED I CUT FILL NET YARDS YARDS YARDS METHOD /llm 1��/�% GRAPHIC SCALE 2404 X 1.2 = 2885 3702 X - 1.33 = 4924 2039 F GRID ��Il��alll//) 'n I 40 90 _ _ I �/ zo o �0 20 2410 X 1.2 - 2892 3720 X 1.33 - 4948 2056 �Fj COMPOSITE l4 ��2410 X 1.2 = 2892 3896 X 1.33 5182 2290 END AREA �� J t I i i i - I 1/ �0 ASSUMPTION • li,, /ll� S. �,,d - EXISTING SITE ASSUMED 3" LOWER TO ACCOUNT FOR STRIPPINGS,' THE CUT/FILL DEPTHS SHOWN REFLECT THIS. 3" Z(IN FEET ) STRIPPINGS FROM SITE NOT USED FOR FILL/EMBANKMENT - ASSUMED TO BE REMOVED FROM SITE. i inch = 20 it. - EXISTING ROADS: ASSUME ADDITIONAL 3" LOSS (ASPHALT OR CONCRETE AT ALL EXISTING PAVEMENT SURFACES) FOR 6" i I TOTAL, THE CUT/FILL DEPTHS SHOWN REFLECT THIS. - ASSUMED TO BE REMOVED FROM SITE. PROPOSED SIDEWALKS AT GRADE- NO DEDUCTION FOR THICKNESS. LINE INDICATES 'APPROXIMATE LIMITS OF �. •. �.• w, � � � �._.� � _ - I - ROADS/PARKING LOTS CUT OR FILLED TO BOTTOM OF COQUINA BASE AND/OR BOTTOM OF CONCRETE/TURFBLOCK. CUT FILL, PAVEMENT REMOVAL, STRUCTURE - �)ry Xi l,_._`�� ,w;�w/�, .,T "J g'g _ 4� j fT ^� fJ REMOVAL AND ACREAGE OF CLEAR/GRUBBIN - \ ----k----0---�_tll':__`" �c. ..=='� N� �� •ro _ _. 17, 3 STRIPPINGS GROSS AREA PAVED AREA / ^ : °� o \a`+." o :o_ N ~' N+ N+ .+ y,( 147,613 SF - 30,891 SF) X 0.25 FT h y. b cb \ co ?+r ,n co v£, + -T O+ �9- - _ �N(o= 1081 CY 1082 CY X 1.2 = 1298 CY / '� �' / a tr ; k + •+ 0-r- c; , c�c + oc+ 0+ o o,: cC N �_ o N / �� D ,� v v f �\ N rn O a 4i �o O W V m co d ,O co 27 E �i t r. „. ^ m w w ►. o^? r\ ^ ^ m rn m ro w w w "' + h + „+ ar' vN �l LINE / x it ��kC Y + + + + + + + + +zkv > o 0 0 0 /� (ER ! `L .. �' D. �, dI, , \ A O OV Or) O v N O O N ^� WA l �� > r: 11 m rn a? N o^ u) rr PAVEMENT REMOVAL: NOT QUANTIFIED PER CY. A SEPARATE BID N /• 9 ti �' �, + + of .;+,.: of + 0 0 0+0+0+ o+._ + q.��`' _ of o� o o� o+o+o+off Ncy+ �' �:` I N HIGH. Vp 2 � ata b „ o f o) ^ ^ `� ra' r: ' v"' "' M M d v I-i ry -'� ITEM PAVEMENT REMOVAL PER SY IS IN THE BID FORM. Me NG \ ,_ , ti w,.. N ;.,. <_ N o _ �, ! _ °' + /- +I 0 0+ o+ c+ o+ . NI ' \ / 69 �,s2 + r c-I- o+ „.+ o+ c+ f t + + o 0 0 0- r i /., �. r • � O - m m O ^ "I N N w� 4 . co v i s O m v NET REGULAR EXCAVATION (BID ITEM): 2892 CY + 1298 CY = 4190 CY / ELEV ! � r � w N 1' ! / ^+ o+ ^ ^ 1 1 N "' N 1 I 0 +� o+ a+ 0+ c+ 5,3_ +mo o 0+ o, + o o+ -+ Z / t O /y .« P ,% O+O� P O w O N N ^ 'V r� N�� O ..Ejj vp) rp "v � N V% N 'V cp ^� ^ "O) + 3 p ^ �' a co v? m o ") -cp cp co ,I�R) 11 Imo'( NET BORROW EXCAVATION BID ITEM): 2290 CY / / � % , , \ I ro "�+ o+ + + / N 1 N t N ! r ; ! w 1 / N / / + •+ „ +� + c+ o+ a+ + �'�� c C �JJ °° o o! \,. Qs \ yy s, of o w co /\ '- M a � � N 1 o m + �. ++ I l I 4 /k' x F , __ rn o r i v v r / rl / v / v ! v ! v? ^• / �/ "? / co 1 "? / 1 F- y + • + `b a° ^ co n sv h Op b /, x :. t._ h ry o^ h .: ' +^ _ ( ( ! o o a d o 0 0 0 �� 0 0 0 0 0 PAVEMENT REMOVAL BID ITEM): 3433 SY PAVEMENT, SIDEWALKS, CURBS, ETC.. r�0 .- O D ^ „ � ,�+ o x t •� N N <v N N N N <v N N y ^ N tv ^ o o. � V, o M O Flo ? A?x ». � �m m m v- +1) `4wt% < � 6` r . d . ` ^ co �n - ? w o N o o w rn N !/ _., i,>C rF_.: to, k / fr',x.= ^ rn r� +r� �p� �7 + + / d ! "'! "�! "�! "�! ">! "'! `o N / O O ¢!,. + " +: + Z. I I l I l I 1 O O O O O O .z,-!" OXIM '.. f '..... . lig,,.,... /�._;' , .,.. „r,,,,'.r.3».,y ,.:'= r ,�.'�.: .: ^ .� ^ ;� . D 'O - :.'� ^ O m W -.e ^ ^ ,. - O^ ^ b• •- ..co o�. O �• N 110, ^ O O APPROXIMATE ATE CLEARING/GRUBBING AREA. 147,613 SF, 3.39 AC.-..s v -.�" m ro m b: ' o m "' _�_ �+ f ^ + 1 "7 / / 1 r / /.Oc rb , i�f rr ,C /cv h v a o r� r�L, o co - v -� , a Y ! ! ! ,� ! / I /0 0 0 0 0 !100�\ / , J „ "5, l ! «?+ u)+ ,-- KQ). kH , -,, - l N+ + ry•R cy+ (�� 9 ,,; D O O O N �'�c�i ` ni n; sa O o o v- o O ro N m NOTE: THIS BID ITEM IS 1 LUMP SUM. / `� o 0 0 / \ /\ z= N o m r� &:ti' � b� ,, j i v. M' r\ 0 N �o N p) v N o n -�o 0 0 'o M ^/ / I 1 ! I rq co ¢� ,. q�` < 3 i + ^+ + + + +,T+ + e D. • o 0 0 0 0 b_o r.cr� 0 orb o �d l�o (vim- o 0 0 0 / I ,. '<' .+ [+ "+ �. fO+ b ; , -� 6 D v O O O ^�^ o O°, ' . y ' . ^ co co ? . � v- co 6 O-� O I � (;� ^� v m� GRADING: / \ ^ / ^ w ^ ^ �N� , ,err o ., h co \ ,N� d r� '� >� � ' X . , D . - v o o ^ o ry v - ROADWAY GRADING BID ITEM 3770 SY + •+ •+ •+ + + + + + + + + + T+ + ?Q�� ,�+ 0 0 0 ^ r� o 0 0 0 0 0 0 o c c c c c_ O ' ( ) \ r p o o o ti 0 0 0 0 0 0 b ^ o to 0 3 -?� ;' QJ^ y co rI ^ o r�.0 v co o ctZ. M ,,�"��_7+ m o ,� O <, _ N ^ 4� v O m co D . i ve ;.n a , w `? o ! / m / / N h+ + / ^ N+ N+ N+ N+ ^+N BID ITEM : 6112 SY* PAVING, SIDEWALKS, OTHER PAVED SURFACES t N in ^ +� "? � D . V + " + ^ ^ _ ^ o o o 0 -o 0 o x \ ( ) / h t� ^ + + .;'� o + o � It o + .+ + • 1 0 � c � 1 N l /O++ -= + c + 3! .. s- . o 0 0 0 , o 0 0- to 0 `� ate• ' R. � o 2! Nv ,� �' • i ,...✓ ^ 'o.�' .. n ^ ^ ^'� O !\ �"� 'F'd Q� W /� c0 {1l� CO a ' '' . - b�' o . _. .D ,,y .tf N .... . <O Obi . <...^ co N h . h r!- _: A,� - GREEN AREA GRADING BID ITEM 6519 SY ^Y�> c N N �, o o u� o w '�? "? :. .D + .+ + „ +- it + •+ •+�- o l 1 / y o ,;+ „+ 0 + 0+A o+ 0 / q�,, 0 1 0 1 "` ^vY ( ) // \ �f�T`t_ '_r� ` .+ d+ `/ +° +,"� +^ +. + + + + + + 1 +E+ �_„ �1+ cFI". N cav c, _ o sa o R7 {� ^ ^ . . , :.. .& ^ Y .ice I ^ m - TOTAL SITE GRADING: 16401 SY / .•H-�� :.'f �.: �� N o �u w ` tr^ o� t o o M N ^ ^ ^ ^ v $, ^ o N ^. �� .. �o m o,\ o, ^ o �� co r� ^ as m m v ^ r\ o ' ti 4: +. „ `�+ ^ + ^ + f + I ' I I + + . .+ ,; + `� + •+ .`+ .,+ + l + l N 3•• / ,� _+ , a o+ o+ O+ ^+ ,;+ o+ 0+ 0+ 0+ 0+ 0+ 0+ 0-1- 0,, 0 �+ + � N • >�t ,< �i N ^i� o 0 o CC o 0 0 0 0 0 0 0 o c, N h h � � Dy ( t , " O s •.I.. m ^ > 4} p eG N N N e/ N rl N N `� ^'h * ^ i= 7� ^ N M tl N O l� ^ tl O co C ^ Q� THIS QUANTITY INCLUDES ADDITIONAL / a - o ^ _ 0 0 `,.... 1 vo 'p '� ` o , ' . `b o ,� ^ ^ rn rn rn `b+ `n+ `b+ + w+ + o? , o+ o+ o + °i+ o)+ o+ ^ I ' + "? N + ^y M N o o? cam'5. \` 'r / I ^y ' + •+ + + + + + + o 0 0 0 � , A o 0 0 N ^ - + ,; + ,; + ,; + ,; + + g+ `'+ • ,_ + ^ / „ / r. N� ^+ + !k + + + + + l 1 i `t ry _s .ir .\ +� O ^ e .� o O O O O O O O O O ^ co N Qj el �Cp cy ^ !� ^ ^ Rr M S� , O O O rCp O O O O O. ,, -� 1 O AREA TO THE OUTSIDE EXTENT OF THE p y ka.. r rt+ <r v �? "'+ •- / o m ^+ ^+ �+ �o+ , o+ ry + rr ry + `? o+ o+ + o /�(ai+ rn ^ + "' : �. �.1� 1 1 r.. 1 co.O ^ ^ N N 4� O O' coQ� O N O O co N cb r/ Of d �l N "Y- �i / �o \.. f th co ^ W o> m O m m m cp m m m O O �l ^ N N N N N + +^+ ,� + .� + .� .� O Q O .� . O O ^ Ku STABILIZED SUBGRADE �', ^ 0 0 0+ o+ o+ o+ o+ o+ o+ f+ 0+ o+ o+ o+ c+ c+ o •+ + .+ .+ •+ �+ ,.+ ` ,�+ ,�+ '+ 1 �� "+ ,:_ IN+0 o r\ -o) ,n rn m 0 M M d `! o 0 0 0 a :. ,, v v .. v v nl ^ o) O N ,\ N ,� co a5 m co Vs m 4� ,,,) ^� " h O Co I.DI-F0 0 0 o er , �Q h k o 0 0 0 0 0 0 0 0 0) Is _ '� �' / \ I rh ` m st m ^ �n i� o m c� ^ k ^ 0 ; ^ h v �F � d w ,. ^ ,� m co ^ ra "� ^ rn_ C o ;� .9. N co c r N/ M co c ,v O N -� rn vN d "� ` �� ,� d a^ h a -7 y�� • • . , r .. / h 4 / h vN d 'n "� co ^ cp m o? o �y c.! " .'+ "+ .+ ! _. 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I I l I 1 / I "" _ _ _ _ o a 00 o / "? / r- /" ! , I\ ./ ./ q 1^ - o 0 0 0 0 0 » ,.., ® o, o• o ;?� o 0 0 0 0 0 0 0 0 0 d o >i� -- - ry N h O . 0! o /� / r. o o » 0) +� m o 0 0 0 o M mom- -- - "�. N w m co - o 0 0 0 0 0 0 �°k h .. . _ co cy m m / Y� / I ! .. y o e� cy o N / / / /cl) o Q� / ./ •I / o o ..._. + / / o 0 0 o 0 0 0 0 o 0 0 - xo q) . a_ .h h O wiggik ,� Ot - ter,. O :h • h r,;. N� o m ^ a- m o w o O h , N ^ ^ O 1A - _ _ - M . ^ d o a,CC)h _= _- l =-- E� .. ...k. x^ N. f + 1 "?I "?/ 01 / `ay + O =- -- x * - O . \. . O � „ , x � cd x �� 10 I ... c� \ . ^ _ . - - - - "� LINE INDICATES APPROXIMATE LIMITS OF ri� I x h �= , ^ � ��, - - EI/p � � CUT FILL,"PAVEMENT RE VAL, STRUCTURE N k o ___ . - - --� . _ - �c k 0 RING QX ,... v _, - --,h .. i... _, - RE REMOVAL AND ACREAGE �F CLEAR/GRUB �W '�` vl_ I 1,11 co V _ k^� x x O p) �o Qi - --- -- `--- Foq�lsc1'Z4 '1 1�' k^ ti � ^ � & � _ .' .. J� � wO i .)r r w vssa�? 0 Z '�\ a ei�� G1 \fir\T � 1's k n „ ..- N X- w i - d � 0 • J :v) - NL W co �' Q 1 a• dW �� W O-O N � U.N S 00 U `c a5OW-J 0 pmI ;oZz�W �� o w, Nrn � O � `6 ZON "all) W = Wo ti J 6 N O I"_ Woo'' ZUJ� m� m . W oft � ti WF- X mW � o > N " m to tt J Q� � � ZN i` I- t- fU� V/ � -~ v Z a I- cl� r) = V Z � Cr L L.J W I U _< W U LlJ 0 L~L.I La_ r-) LLJ n/ 0- QCY F- W N f- - Z Q mL..L- Z Lj _ LAJ CnZMW o Q o 8d I..N L c- U Z Cl JOSEPH W. FL REG. � ❑ JODAH B./ FL REGIID DA• ROJE C T NO. 07-027 GENE RAL NOTES ' 1. PROPOSED 'INDIAN RIVER- COUNTY PUBLIC WATER 2. AN I COUNTY PUBLIC SEWER:`: PROPOSED 1NDI RIVER 3. T D `ON SITE PLAN.. , CONTAINERS A DEPICE S GARBAGE SHALL BE .HANDLED WITH C 4. 1 , , PROJECT' LIES WITHIN ZONES X , 'All 7� fAE8 , VE 9 PER F EMA FIRM MAP 12061C0077 G DATED 5 4 89 N0. � � 5. N SITE- TO BE DONE PER ALN ARDS . ALL CONSTRUCTION, 0 D L CITY, OF SEBASTI ASTAN ': _ AND SPECIFICATIONS. V. ALL UTILITY CONSTRUCTION ON SITE TO BE. DONE . PER I•R C: UTILITY STANDARDS AND SPECIFICATIONS. I 7. ALL TRAFFICSIGNS SHALL MEET THE STANDARDS OF THE ...'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,' LATEST -:EDITION.:-'. 8. E ' THE EXISTING "SPEED LIMIT FOR MAIN STREET IS35 M.P.H. THEEXISTING. SPEED LIMIT FOR INDIAN RIVER. DRIVE IS 35 ' M.P.H. 9. THIS PROJECT WILL BE COMPLETED BY 6/2009 10 FI DEVICES' SHOWN ON SITE T 0 BE PER THE " ALL PROPOSED TRAFFIC CONTROL " f 1 MANUAL ON 'UNIFORM TRAFFIC CONTROL DEVICES . 11. ': 0 DIRECT E T LIGHT AND GLARE ONLY ALL OUTDOOR .LIGHTS SHALL BE SHIELDED T '. ONTO THE PARKING AREAS AND STREETS. LIGHT AND : GLARE SHALL BE DEFLECTED•, SHADED, . GOON. J INING P ROPER TY AND THE INDIA N RIVER LA OM ALL AD. A A F 0 AND FOCUSED W Y R 12.: PERMITS REQUIRED: n n cn ni AAIAIIAI/, o. cnir%lKlrc*mlkln 0nAMAi " Q. - - a W WC , _ e . L fXlSAN'C SEW L PROPOSED r NO ADORING' SIGN(S)W 700 CAP `. .. _ SEE N 23 DETAll+ SHEET Ja � a ♦�;tt�' y r x M• k _ F CK P V 0 \ N P VEMENT 6 sv 4 < 8 d• N RF 1 \ lo a u t• n t a s, 3 L \ � LAC P NT G' Y 4r \ 1311 >.kw v '1. a L. M c h , o n x � J r s tl r •i, ai a „t te�,�o' .G. N r, 0 CF A 70 \ t N b n- art r +t• R• \\ .CL As t ,_yam_ .. ,. •.x? r t a O .. yt ♦ ., rJ . . .. ... . oFILAMENi BOX g , } PROFosEO MON LL .. DUW BEAUi1FUl ,. .. , . .... . _ .,, r ... .... _... 9Y 'KEEP M RIVER L FRONDED o0 \' . ALIFD 8Y THE CITY OF SEBASTiAN a q .< ♦t x a a a \ .. *i l \ x00 rJ F a to ''S , .�k,.. _ _. .✓ ,. ..,r - F /,� 0 \t z �„ ._.; ..uxi i.; ,., •;Yv:.r•: <.:: ,�•, 1. , a � a ,ram t �k 0 •.02 i �. u a a ..r s. i .. a Rl I 1 O r Y 61 ,A p• O 1 L if m. t r a \ a SS T \ 1Cs i i'. i.>� .. .. .:.. . -. ,; I� :� : •� ,. .: <.� `- ROPE FFIJCE _ a,. f LL ., _ t a c c t \\o \ : _ , n,..:.. <F• .max t t . ... <� 1, Y _ I a v� `] 4 _ �1 poto06 wAu , sssreya� JI.J/ 6 . `. f. A ♦ e :o• O .... .. .1. .. 4 ' ♦. Y " R f 1 1 .0 � a \ mx �tt IND AN RIVER w \ acE v r<.. a SIG ... .. ... ,. , <. . � ......... R�FUR EXISTING � , , .. - ., ,.. .. .. ,.. _ \ � \\ �$ m _ ST � ue�ubeui--ecr ».>r ,.<�_ E \ \/ LOT 15 1 \ INSTALL U.S. 1 GUIDE1-1 \ \ SIGN WITH ARROW >-, LOT 14 \ 00 SEE DETAIL, SHEET 12 \\� / Q / / �� LOT 13 �OT 14 LOT 12ti 24 / \ LOT 11 LOT 15 / / S ro\� .X?. s" mr LOT 10 \ SF- LOT 16NSTRUCT 20 1p Vw 6' SIDEWALK LOT 9 / LOT 17 / \ +, . • A R.P.M: S North - �� qP - ~Y �\ >?♦ ,►s :\ LOT 8 a<. \ \ a LOT 18 3-1 STOP LOT 7 .''Exisnlvc.:: AHEAD SIGN GRAPHIC SCALE / F.F EL 13571' LOT 20\ 4 t Rom, 40 0 20 ao so 160 \ LOT 19 :� en, , . LOT 6 ;w; a IN FEET) 9 56� B'45 / 3. P ' LOT 5 1 inch = 40 ft. I' ANDARD FLARE (TYP.) wr=ra' / \ WF-rr GENERAL NOTES STRIPING KEY: \ TRUN 1. PROPOSED INDIAN RIVER COUNTY PUBLIC WATER. \ 3'2 \ 22 D 1 LOT 4\ \ \ L !ro" s 2. PROPOSED INDIAN RIVER COUNTY PUBLIC SEWER. " A = 6 SOLID WHITE f \\ \ f2 �0 3. GARBAGE SHALL BE HANDLED WITH CONTAINERS AS DEPICTED ON SITE PLAN. \ 4. PROJECT LIES WITHIN ZONES 'X', 'AE 7', 'AE 8', 'VE 9' PER FEMA FIRM MAP B = 8 SOLID WHITE ' w N0. 12061 C0077 G, DATED 5/4/89 C = 12 SOLID WHITE \\ \ OCK P ING 5. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN STANDARDS \ \ \ NO P VEMENf KIN L�R D = 18 SOLID WHITE \ \\ �"�,�"� G � N RF L BE p�TAIf~ i� AND SPECIFICATIONS. E = 24 SOLID WHITE \ \ \ \\ LAC PAINT ,- ;t.• 'r ,�, \ �� \ \ ,; ,Lip;` t' 6. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER I.R.C. UTILITY _ +� ' ' \ \ \ \ ;;f, ,, C f' P " L F = 6 SKIP WHITE TYP (10 30) \ \ 2) mrY AND SPECIFICATIONS. Q -�\"' '.:;;;` { R BONAL;SIGNS EAOH #' STANDARDS A ' HE G = 6 SKIP WHITE TYP 6 -10) \ \� �% �' `; :5lDE:'RW-' 1' `� 7. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF T \ \ ti \\ I „ I = K P WHITE TYP 2 - 4 \ N \\wwoiP - :: .. K ARROW SEEI �.4t MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.H 6 SKIP ) \\ \ 8. THE EXISTING SPEED LIMIT FOR MAIN STREET IS 35 M.P.H. = SOLID YELLOWFARNISIG , N ST Sis 2.1t' ',PARKING I 6 S () THE EXISTING SPEED LIMIT FOR INDIAN RIVER DRIVE IS 30 M.P.H. _ - 18 SOLID YELLOW \\ o y J \ \ I PARKIKG ONLYIGNL,,, 2 SIGN( p 1?ETAII, 9. THIS PROJECT WILL BE COMPLETED BY 6/2009 _ �_ \ :� \ 15 q DEVICES SHOWN ON SITE TO BE PER THE K = 6 DOUBLE YELLOW \ r\ o- : ;.r , 10. ALL PROPOSED TRAFFIC CONTROL - i \� \ I 1,.,`'48Y s g , 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. L = 6 SKIP YELLOW TYP (1 O -3O) �\ ®\ \� \� \ rs t5''•ti,' ..,2 "r't ARISING; *3 - "1' 8 6. du' RE ONLY = -1 O �\ Z ' / D GLARE LOW P 6 11. ALL OUTDOOR LIGHTS SHALL BE SHIELDED TO DIRECT LIGHT AN M 6,� SKIP YELLOW ( ) \\ N � �, \\ ONTO THE PARKING AREAS AND STREETS. LIGHT AND GLARE SHALL BE DEFLECTED, SHADED, = P 2 -4 \\ �' 'a, N 6 SKIP YELLOW � ( ) \ � ~r' AND FOCUSED AWAY FROM ALL ADJOINING PROPERTY AND THE INDIAN RIVER LAGOON. O TUFF t�l"Qtrit.',t P RPM MONO ONAL WHITE/CLEAR \ \ 12. PERMITS REQUIRED: 0 RPM BI DIRECTION L AMBER/AMBER = DP WHITE \ ) 0010 1. C.O.S. PLANNING & ENGINEERING REVIEW R F00001. o RE 2. FDEP SEWER \\ _ -> SIGNALIZATION MODIFICATIONS S = FDP YELLOW 3. \� /, (�\ \ • MEMORIAL WALL-- 116 3 zu 3. FDOT GENERAL USE SIDEWALKS, INTERSECTION IMPROVEMENTS, _ \ \ CONCREIE/COLORED .�, y ' 4. FDOT DRAINAGE CONNECTION T = RPM BI-DIRECTIONAL WHITE/RED \ �✓� a, \�dc IMPRINTED SURFACE .� \ \ \ \ \ m 5. S.J.R,W.M.D. STORMWATER PERMIT 40C-40) \ R�FUR I H EXISTING CRY14;ER[TAGE 2 S S 2 ' 22 . ' 6. F.D.E.P. WATER CONNECTION PERMIT P \ \ 0 SW PAVEMENT 1� \ \ M W. SEE ) PiNO I.R.C.UTILITY PERMIT \ StCAPE PLAN '•:< 7. HARD :•:':':'.�xrsnNc .': IN WT INTERSECTIO \ �' \ y ,U 'F �• ,>>c. :,> � ; 8. F.D.E.P. N.0.1. \\\ 9. F.D.O.T. DRIVEWAY \ . BUILDING \ \ \ BY L.D.S. \ \ F.F..EL _ ft 82'.'.' \ OPOLE < a r 11 i1 .... ..... .. M DRAIN VIA _ .. :.............. - ALL STRUCTURES TO BE DIRECTED TO STORM ISH 3o Rt 1 \ 13. RUN-OFF FROM ROOFS OF A REPLACE OR REFURBISH \ ............. \/ „�s `� STOP SIGHN do 3 STREET SIGNS d.� ? PIPING OR SLOPING OF 'PAVEMENT{) �\ • ' ...,ORS , : -� 3s~ , ;,.` \ AS DEPICTED✓ � s•3o'� I ,>: �; � � IPiNG DATUM '29 1 EPIACENG 14. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL , BE MILLS / \ r. BENCHMARK U.S.C.&G. MONUMENT F-200; EL. 19.70 ENT TO STIN E \ 0 I EX � M6r 1 AfRbW r BENCHMARK AS SHOWN B. .� r. ON -SITE BE 34 RAILROAD WARNING r' SHEE1`:,12 0 WELLS FOUND ON SITE SHALL BE PLUGGED RAILROAD WARNING SIGN \ 0 15. ANY ABANDONED FLOW PAVEMENT PARKING PER PURSUANT TO D.O.H. AND S.J.R REGULATIONS. �.. .A., �.�.. R4,-7KEEP 0. 17346 FDOT INDEX N �. .- G SIGN RI Hi - e: r AVE TRUNCATED - - -- 16..ALL CROSS WALKS SHALL H tJNE F .. . . p ... .. . - N N THE - \, SYMBOL 0 _-- DOME WARNINGS A ,,, RIGHT""i��'WA ,. ,� „ , a �<.� �- -3G .R C T THE PAVED DRIVEWAY SIDEWALK ADJACENT0 PER FDOT INDEX N0. 3 , ,. < ... _ �.�,pIPE ON STAMPED M 9 S TEMPORARY W � SHALL PROVIDE TEM o 17. CONTRACTOR 3 3 _ Po p , e ZO NE PAINTED PAVEMENT MARKINGS FOR k : Y C � E • ' � ^ : : .• _ , ' SIGNS. \ N 2 I ORMA ONAL MAINTENANCE OF TRAFFIC IN CONSTRUCTI ON ..: ,:. .. I OAT P � ARROW o y AREAS IN CLOSE CONFORMITY WITH THE LINES ,> N AND _ \, l AND DETAILS SHOWN ON THE PLANS ., , ... :. w. ,. . , .. ,.... ;, ... �- m � ,, g STRIPES WHITE � . .•. . a _ s THEE .vY'1.,' REFERENCED STANDARDS. APPLY WORK ZONE .- M y ,,,�...,�' ,,;- , R _ _ � ,' : ; � •- � � - - - 'SAINT 1 OF' THER PLASTIC _. 1 G . 51R PIN _ ADJUST N�.W PAVEMENT MARKINGS, INCLUDING ARROWS AND �--- _. I ~ �� i � ALIGN WITH ES( I5TING $TRIPING Y IF � E_ ESTR M ESSAGES BEFORE THE END OF THE DA +- ROAD IS TO BE OPEN TO TRAFFIC. THE WORK - - .,,;, ... ._......... , \ \\ _. .. 11 2) SIN , - ,. _.. A 6 F NG 0 ER..4... o � :. REFU RBISH EXISTING H..M •. W16 9 MAINTAINED _ 0 HALL BE MA = '� ONE PAVEMENT MARKINGS S a '. Z .�.----" ti .. COSSWALK PAVEMENT ARK SU ENT �'"; 91F BENAHM a. . . AND RE -STRIPED AS NEEDED UNTIL FINAL _ . '•.'. MARKINGS AT INTERSECTIO a� MANHOLE a.-reo .; � \\ - .-F•. F. " EL: -1.514 .. I PAVEMENT MARKINGS ARE APPLIED, - ......:::..'..'............ .... \ .. \ ..... %. ExISTING C .. ...-... '.�. PRE $IDEWALK.• .. .... ' .....'..'.'..'. BUILDING......'..'..'.'..'. '.'.' '.'.'. \ :'.. BY .OTHERS . c�Na 18. ALL STRIPES AND PAVEMENT MARKINGS IN coNc..:a c :. : ::: : .......... f :'.':'::':'' PUBLIC ROADS SHALL BE THERMOPLASTIC. oa \ \ / .. PAD.'...... \ \ a2 \ .. .............. PAVEMENT MARKING AREAS IN PARKING \....... 19. ALL STRIPES AND PAVE \ \ �2 o 3• \ o • EXCEPT AT THE a \ EA AND DRIVEWAYS SHALL B E PAINTED 4" AREAS A _-� Q N lJ PUBLIC ROAD: DRIVE TO A \ INTERSECTI ON WITH A PRIVATE \ n m S AND C.L. THE STOP BAR, CROSSWALK STRIPES, ARROW \\ STRIPE MIN. 40 FT ON DRIVEWAYS SHALL ALSO BE . 30' R1-1 STOP SIGN ) - i-- \\ NO LEFT TURN SIGN , THERMOPLASTIC.\` \�iP 25 NOTE: SEE SCALED UP DRAWING (20 SCALE) FOR MAIN STREET \\ n G36- o IMPROVEMENTS - SEE SHEET 20 P1T628.868•E V PHASE 1: m A ' �I CONST TEM < DRIVEWAY V CURB CUT DT INDEX \� 515 - SEE D �- SHEET 9 �I PHASE \� ..:. 1 ..... 4\ REMOVE CURB- CONSTRUCT \ j365 .: ExIsnNG BU/LD/A/G �\ SIDEWALK AND ' , l8 \\ - �\ \ ... ...' ... ... .... \ 1323 ....... .... . ... ...... .. ...... .... ..... . - - EXISnNG .'. '...'.'.'.'.'...... .. ... BUILDING .................. .. .I....... .. ..... .. .......................... _......2:.'.. \ �\ \ .. ....... .... :.... .. .... . .........-. - ii \ .. ....... .... .. ..... .... ..... .. I, 24' 00000 0050 .'.'.'.'............... .. .. ... ...... .. t5• li 0001 1. 0 . ... ........ . ...... .. .. .. . .......... i ... 15 j5 E�1`/SnNG. . BUILDING \ \ , Ff .fZ . 1864 \ 14.72' I i ' I I it I 12:1 DOWN 1 UP a 31-125335 WITH SSL AUTHORIZATION (JUNE 23. EXISANG SEAWALL SHEM11 W/ Woo CAP - 712 REMA1 ACOE NO. SAJ-20 FDNR NO 31-164839-4 SAJ-1989-30392 PROPOSED CHANGE OF USE: FROM: SINGLE FAMILY DOCK TO: PUBLIC FISHING/OBSERVATION PIER W/ SSL AUTHORIZATIO � 0E�'vr4b° PROPOSED MONORLAMENT BOX PROVIDED BY 'KEEP INDIAN RIVER BEAUTIFUL' TO BE INSTALLED BY THE CITY OF SEBASTIAN WETLAND LINE A 0 ROPE RAIU� CE Z> PROPOSED BENCH (TYP.) X \ MEAN HIGH xr n WATER LINE ' �1av a LEGEND SIDEWALK (WIDTH PER PLAN) 2 6' LONG (MP AMAX) EWALK k < ASPHALT PAVEMENT: SEE SHEEP 9 FOR PAVEMENT TYPES - VARIES ` FOR ROADWAYS & PARKING ARES ' > STAMPED REINFORCED CONCRETE `\ SEE SHEETS 22, 23 FOR DETAILS J ' TURF BLOCK OR OTHER SEMI -IMPERVIOUS OFF I STREET PARKING AREA DIS-SIMILAR PAVEMENT MATERIALS �� ARE FLUSH AT FINISHED GRADE (SAME ELEVATION) TYPE 'F' CURB TYPE 'D' CURB j W . \ EXISTING FSHING PIER AN FDEP NO 31-39-3193M - PROPOSED 'NO MOORING' SIGN(S) SEE DETAIL, SHEET 12 INDIAN RIVER LAGOON !''\ ' • " \:zs ° \ a,�1Qv" INU NKUFUJtU 1; RN6t ur UJG OF GRAZERK EL=&29' 'bG 2EJ 2 ` NO TRAILER PARKING E, �� •'`N R "'•�60-'''�� SIG(S) PER DETAIL, SHEEP 12 N, PtOPOSEDTRASH\ X N yRECEPTACLE (TYP.) C� i N EXISTING COVERED n,:3•:; PICNIC TABLES ' � d • I ,. , = SUBMERGED LAND O 9 f ..1 00000 . 0050 4 CONCRETE WALKWAY N 00 004.0 , -a G w r. o. 3 'y l 'T D 1: r I ti t D �7 1 K i.t m -+ a z \y s { \., PROPOSED RES1R00M FACILITY , 9 N SDI t F.F. EL 8.7' G SEE ARCHfiECTURALS s- a s. `a �\a k �. I I 5 a. \j LUU`FU PSI)♦ '�nT a * ' 0 10" \ .. / C.I. CURB ` J \ 2 1 fo RELOCATE U LI PLAQ l�o" AREA MUST R N :' isirlYv:: \ to r H �.�--•-�- FREE OF VISU _ _%-Bj rLDiNG.::': OBSTRUCTIONS 4 \ MAINTAIN ISTING VEGETATI0 ADJACENT %" \ \ f \ TO MOTEL i y ;Na"N`°ANf�ARD' °ice -a 0000 to \\. \ to" gym\ CONST AS T 'DR . ' .AY TURNOUT (MIN. G 12.. AND.' m. UINA) COORD. s r r 6 t . to DI�@t@W TK1N PROPERTY OWNER a . r \\5 6 �I \N \ \ 00000 10 0\ 0050 2" Z 00010. o Ck 00000 \ . �_ s r\�p�P . \0 \ \o\ f?" ' F` WF 2 vs •00so 10'00010.0 �L \ 10 10. b 1 \ ' ': BUILDING ' '::. \ \ \ \ \� I \ 26,18 \ \ \ 36 43` \ \ \ \ ..� ,. m o W U W 0 LL_MW0:� Q_ zC)-,- Q F- W Q>ZW m LLJ LL_z�W o a O r ry Z V L []j JOSEPH W. FL REG.. � FLN ❑ J L AH6EW DATE: kC11 I IN HEEft PRO CT NO. 07-027 ti 40 North GRAPHIC SCALE 40 80 ( IN FEET ) i inch = 40 ft. 160 I ED. 1 1/2' IRON PIPE 8" IRON ROD - \ \ LOT 15 / LOT 14 i O LT 13 ` \ \ V \ / / / / ' \ \ \ ; •\ ,/ LOT 13/ -o �a / LOT 14 / h/ -,O\ 'i LOT 12 3r / \ / LOT 15 / / -- 66 \:R� / LOT 11 \V1 LOT 16 ED. 1' IRON PPE\ SfA.103+16.51 / LOT 17 LOT LINE BETWEEN LOTS 19 & 20 ; \ \\ I�MERSE= WMi CEMERUNE 78 i../ LOT 19 �, Otr` \•' \� / BUILDING' LOT 20 rn3 :....... R=180.00' \ L-135.35' \ \ T=71.06i /� N 53 a5 CH-DIR=N 74413 W t�8' LOT 21 H=132.19 R.. SI LOT 22In D=97MW39 2 4 R=23 CH DIR=S 54 48' 1N;� F `I CH=45.22 L� n r' ' \ W \\ \ CH DIR-S 3'35 2' E P L St 10 CH=76.69�R SW 101+41J,1 t n �. \ rL C"n Cl iS 5 tkr \ '�\ � \\ \ :✓/ G' \� D Q D 0 J1 `3 ' ;.' L�;- -1-'3 L; is i ; C QG x \ \ � R.P. ST \ \ \ 70 • EXlS17NG':: A d� \\ .F.FBEL D1382 ED. 1 1/2' IRON PIPE - v STATE ROAD DEPT SE IN 3 ' e, ` 1 x ` ' P.O.C. OF CURVE: .. 103y t i� R= fi.00 S.tl PER STATE OF FLOW STAT N SECTION # 8801-110, OAD T=5.57 + ? H DIR= 875225'E D I - STATE ROAD DEPi 3 INTERSECTION W/ MAIN- 788.86 BASkUNE 0 / PER STATE OF FLORIDA, S lE RO CONSPUCT10 ^JDEPT. RIGHT OF WAY MAP y NSj j01 6 1: SECTION W/ \ R=506.00' U.S.1 CENTERLINE 2'L=163.7948' \ R.�. \STA 301 + 121, - - D=18'3' T=82.62 70 H DIR=N 7758'9• E _ \ 163.08 \ :61HAM6E7ff :OF - . \ \ F W BS&WWARK OF MAWak EL.-1A0 ,? , f F EL',=1514 d� \ \\ USA Rjw V �cn V \� \^ 1AON P\PE 'EMS TING::. ...... ....... . �� , �;-•''''''BUILDING,-.... F.•F..EL 155/ V \ �\ ... .. -', �\ 1 .' .•.. EX/STING.-::'::':':':.-':.-.:...... BUILDING _:. V .... ... \ i L=27.00' �L=42.74 D-'18'43' P.TER" r^r• `St<i13i4'F as.2r .* .\ `-.`Y' - T=21.42 CH DIR=S19'51 271E �i Q ' '` '' qq \, SS219Y81i J/ Jl • / a 4 CH=42.70 ,��,k �°� >� /� A>•,s a \ +62.99 t� a> M W� \ \ R=506.00'RT' o �\ ` Apo :¢' L-8.86' a 1E BENCHMARK D=1'00'i2' i +50.53 OF ORAX EL-Q29' +02.77 T=4.43 53.34 RT \ • +57.83 66.14 LT CH DIR=N63'i i 39 E +42.49 CH=8.86 _ s 41.46 RT 32.04' Rf v =263.0(Y epOtt- �� L=36.61' `r D=758'33' Ip , T=18.33 CH DIR=S28'35'05'E �+ CH=36.58t PIE I 41 3, 4s R=645.00' \ • 9 L=38.46' o { D r D=,T24'59- //jj T=19 24 d m A SUBMERGED LAND Um {Fx-' 00000 a/ s 0• CH DIR=S 3416' 1' E {I�� 0050 00004.0 R.P. 4X 98+55.% +SI< h 6 r^ m 'sJ92TOi q� >t6, 48 RT M 1 a� QGG$.77 LT . R=180.00' Z \ R ,'s� 0) L=104.97' D=3T24'45' 1 ` ,p {4f \CH DIR=S 574143 E 3 103.49` % savrrarE R.P. STA. 97+ .74 \` ' ,' Jar' 0001 00001. / !! R.P. STA. 98 38 LT -y`a ��' s�sesstias z<aae• e ® R.P. STA.97+64.68 j FO. I• IRON PIP & WF-7 P.O.B. OF SUBMERGED LAND LEASE aERLEGAL i`j76pg \DESCR"OFf ply 86 .,."BU1W1NAfG {e. �'e•�•:�''. \ � ��/..��'�� E1f`S..sSa9rJ71�' 7.W j \ 4 \ � y \ \ � SJ43534T 2210' R=180.00'� . \ \ Z "fir o_ L=137.38' .`� .\ ��\5�6a� RI \��\ 00000 v w• F \ Q o 0050 D=4343 45• RN \ o c\ 00010.0 i'. 0 0 a O0 T=72.23 �\m�W 2 a6 � 00010.0 CH DIR=N 4T3213�Wy « \ \ \ CH=134.07 00000 0050 0001f O BUILDING.':.'::. vc , \ \ \ ED. 5/8" IRON ROD \ \\ \ \ \ FA.\ 8• IRON ROD FD. 3/4' IRON PIPE i i i 'I o � � LQ a- N 0 o fi z � - U J W O C) 0 3 a 0 �W W K � W wZwNav xwW. x l9 F-Wp F-N� /--w woUp�3�U � w �d'?�wpaz�xp= v,r0.aZwp�Qa~3 za��aowo�m�s ��w�pLdJ owi=�ii trwW3Dix w z wo==wwa�cwirn}- rx-a33.6s03wS-7 U E J M16- a� N Q � � � C �N O� LL N Q � (0 0 oo o ap4WC W O 00 Q Z0OW W co 06 ZoWo w � F- 0 CAI fL- 1 W u ~ m� ZAj QJ� W Z Q m LL w Lu j CAI W E2" J ' j ao Z � I N r^ w VJ U 0 az rk: Cl- f-- L.iJ J � Q O z Lea O C� W Z z L.,J J L1J p t/) Q m o L1J U LAJ o w0 l.� LLJ Ct� Ck� CL Q ~ LLJ to F-- t� ] Z z W t/) z L``LJ O C) - m- I FGENERAL NOTES: x7,54\2LOT15x .35GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION / \ \\ LOT 14 STANDARD SPECIFICATIONS LATEST EDITION AND THE SUPPLEMENTS THERETO. :\ 2 CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. 3. ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OF CONSTRUCTION. 4. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET IN ACCORDANCE WITH POSTAL REQUIREMENTS BY THE CONTRACTOR. 5. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-'29) 6. THE EXACT LOCATIONS OF PROPOSED SWALES, BACK SLOPE LINES AND LIMITS OF CONSTRUCTION WILL BE IN ACCORDANCE WITH THE PLANS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID. 8. ALL DISTURBED RIGHT OF WAY SHALL BE SODDED. 9. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN THAT NOW EXISTING. 10. ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM THE JOB SITE AT THE CONTRACTORS EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE PROJECT. 11. THE MAINTENANCE OF TRAFFIC FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS; THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ( US DEPARTMENT OF TRANSPORTATION, FHWA) SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE MAINTANED AND PROTECTED x782 \ D / LOT 13 jza \756LOT 13 \74 c.b I7.28 \ Jc 7.02 �7f4 ,7 / LOT 14 / ,/ \ i-,A77.4s LOT 12 � 11 � \zq4 zso24" / / / LOT 15 / /'s_7ss 00'$. 6^ LOT 11 �oz o.70 x 63 7..27 WF-17 / x7J I LOT 10 / LOT 16 RECONSTRUCT 20 LFf x746 I /1 OF 6' SIDEWALK \ sa LOT 9 x6.79 COT 17 / \ 'MATCH\ as9 / CONST. DRIVEWAY TURNOUT IST. \ * \ \ N� 1 X" SP 12.5 AND 6" C ) a / lo.s2 • \ 747`'•;�7�a x4.as / 0 CUT: G ROADWAY TO INSTALL\ AMA Y '""� T $ �.l 6.56 [lllJl 'd' 7* / OUTFALL.'PIPF: PHASE t GON MP: HALT PAVEMEM�RCNR LOT 18 J20J / BJ 4D LOT 7 J� ' "EX/5'FI1VG"." ", " r 7�� •4y'�s' / BUILDING LOT 20 YF- ►4 m LOT 19 : 7 tors <� a 31-125335 WITH SSL AUTHORIZATION (JUNE 23. m _v)�3�v%_nn7 31 \ /... ALOE NO.rSAJ-20 v • F '"� NR NO 31-164839-4 257 T ': \ 468 - d:.d. NORTH a ALL - MES AND RIP -RAP (RUBBLE) . .... 39 / 9l9 <� 6. a�`: F, " -1989-30392 / tdi \,,..•z\ Lor s SEE S 0 A-1 &PLAN DETAIL - SHEET 7 PROPOSED CHANGE OF USE: IVY. I CL D- IN UNIT PRICE FOR MESHAN SE / 2 - „4 ,�- \<Ja2FROM: SINGLE FAMILY DOCK E.S. INV. 46 . °700 S-1 9 20 .20 s 1J / TO: PUBLIC FISHINCAMSERVATION PIER W/ SSL 40 '''',(5y P ' 6, --QiJ� xf2.92 `\ \17.20d,.'.i�'(1 8 'b• I :'J70 "x.f� 11 \ Al ALL TIMES. ';:27 ; 75 4� -Q•�� CONSTRUCTION NOTES: \ x x/J2J \\ x12.76 ,2. , L 22 - :j; f . or 4 B7 EK/SIINGSEAWALL-WEE S _ 12. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT ,364' 1 sL 64 . £' •\ W1 W" CAP - W REMAIN 1. A SILT FENCE SHALL BE INSTALLED AT THE PROJECTS PERIMETER PRIOR TO \ \ \ 6\ ! , • 6 f ', LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF x1J49 i \ / 1J51 40 LF- COMMENCEMENT OF ANY CLEARING OR DEMO WORK. SEE SECTIONS A, B, C, & D -°BBx UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF .CONFLICT � \ \ x7.2 \� \ FOR SPECIFIC LOCATIONS RELATIVE TO EMBANKMENT CONSTRUCTION. xf29, �''J x 7265 x1J../ \ \ x1. 7 / ,'`•C'``.... -'--'_..:,..� __-1 \\ \ \ /*; \ SOCK , BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 2. CONTRACTOR SHALL PROVIDE A PUMP TO BI-PASS THE DRAINAGE IN THE Ef22a\k2 2 \-c; 0,2 .�,; 1� #1� a N x\12 \2\91jO "s, > V4:. •s� a e7."13. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN EXISTING 24 DRAINAGE PIPE AND MAIN STREET DURING THE PIPE REPLACEMENT \{ )1: ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THATM S TI IVES \ ® �"°x COMPANY REPRE ENT WORK. THIS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE PIPE REMOVAL \ ; CAN BE PRESENT \\ \ ".9 • AND REPLACEMENT. ,7 14. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF 3. CONTRACTOR SHALL REMOVAL ALL SEDIMENT/SILT FROM .EXISTING 24 /30 j 11.90. OVERHEAD TRANSMISSIONOUTFACE PIPE FROM MAIN STREET UNDER U.S. 1 TO THE INDIAN RIVER. INCLUDE x,J57 \ ' - c I 085 i. . •_ � LINES, UNDERGROUND UTILITIES, OR NEAR CANAL OR RIVER BANKS. Aj 'y t \ \ \ x 1J�OSSIBLE WELL - NTRACTOR TO \ - � •g .:.. ' -, _ _ ',: THE COST IN THE UNIT PRICES FOR 24 PIPE REPLACEMENT AND MODIFICATIONS {) CONFIRM` PLUG N j. 15. PRIOR TO I /A V. COMMENCEMENT OF ANY EXCAVATION, .THE CONTRACTOR SHALL COMPLY WITH \/.��\ TO DS-22 AND DS-23 x1J56 x,J.9a - FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND`. x1J62 \ �..90> .. GAS PIPILINES. _ \ \ B x14.06 4. CONTRACTOR SHALL COORDINATE WITH IRRIGATION SUB CONTRACTOR, AND ENSURE \�,\ -.•-�, x 42 J. - 4 ! 5 1 { L- \ 3 k. 4 16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN 0 I 357' ., . -, .:: ti. " > ' -�. , = � • , - ALL CONDUITS ARE PLACED ACROSS PAVEMENT AREAS PRIOR TO .PLACING BASE - � - \\ \ fJJS x,J59 � x/ . +. ., �; {-, c"' ;:FD` _ •r :e / -N ,7V :. \ IN PLACE. MATERIALS. \ LF i5 t2 MA R \(,J� OPTIONAL W�r� BE USED FOR y7 ,J FUTURE IRRIGA - SERVIC \ DE: ':',r: •-> - 17. THE CONTRACTOR - - ,26� I ACTOR SHALL CALL SUNSHINE 1 800 432-4770 FOR FIELD LOCATIONS 48 ,,.. .:. \ I NOTE: ENCH :-::... : . SEE SCALED UP DRAWING oTHERWis PL DON BY \ �irRATIo •TR HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. - . ::�, \ \ LICENCED WELL d CTOR PER \ W OAP! ';l�C (20 SCALE) FOR MAIN STREET \ ,•.,. ,� X• 18. KNOWN UTILITIES: BELL SOUTH (772) 567-2207 S.J.R. D.O.H. R. ,`CE„S' . x ' IMPROVEMENTS S SHEET COMCAST CABLE 772 567-3444 ME TS SEE HET 21 1J.32 1J 80111 8 x/J J 11. to -- / x ifn2 FLORIDA POWER AND LIGHT (561) 489-6204 x,4.04 12.9 , INDIAN RIVER COUNTY UTILITIES (772) 77075323 ej 14.76 \ \ '� � � �`•._ ;� �. �� . \ .... EMOVE STRUCTURE ,.., .,wc;. �. ,, •. 10.2 ;: .:,: ". , ;; .. ;.:\. 19. DRIVEWAYS THAT ARE DISTURBED ARE TO BE RECONSTRUCTED TO THEIR ORIGINAL OR \ \ \ x,454 x \ ,416 North GRAPHIC SCALE 20 40 so ( IN FEET ) 1 inch = 40 & 00 W � -m pa R �cm co 0 ci S z C I "InIILo W r` cr_ o o_ � II Q W �O 0l 1 151 0 wo o� x U a w SO rw Owl-�N� a~aw�Zw��D'a, 3Z�FW0,0 co ��v�JZ= �aw==�orrwW3�}. w 2 wo==wwa��wma 'a,Ngoo,� �a 2 J3; �J ~ i O F_ W 06 IND I AN RIVER BETTER CONDITIONS UNLESS OTHERWIS W E STATED ON PLANS. 3a' 1T f4.40 , �. �... ,- ,: .� _. .:.,. ..: :at < :...-.,... .:�. ,. .,.- UTFA L 0 R P �g®, G.,.z.• : �\ ............... ...... 1J92 \ ,,.. may: t2.0 . . - .. -, .:\ 2.45 L 3 0 \ ........ \ x--�3.3 44:,< �<as - ._:.x.R$ -- ., a x I V. EL=-0.40 1 :. 4u5-; ,..�. \ �`-. �,•?.xy♦O N.•` 20. TURNOUTS (DRIVEWAYS) TO BE CONSTRUCTED AS PER FDOT INDEX 515. a x bT- NE :TEMP. NOTE: CONTRACTOR TO CONFIRM THE \ O 2. r,, :. LAGOON c . ! _ EEPI ADJA ENT : 8. " {[ se6 ° - : , y , EXISTING FISHING PIER AND LOCATION OF ALL EXISTING UTiLIIY MAINS RF. EL:?1382 .... \ \ MATCH �.1 ,4Js x7 B . - „TcT AT RAMP 21. NO EXISTING BASE MATERIAL REMOVED IN ,EXCAVATION SHALL BE REUSED AS PROPOSED \ \ h & > �983 = ;`;�' d,::=;;J FDEP NO 31-39-3193M ... i 15 ,498 EXIST. ,i . �,.. - Zs �. ,81 THAT MAY INTERFERE WITH DRAINAGE \ ,4.5 , f4.,2 ;xr48g ar~! 30 " Fe E 3 _ ,"' >�e,: �' _ BASE MATERIAL \ \ d 1 J ea�j 0 s N �1, >11 . no AND SSL AUTHORIZATION(5/1s 7 q. /5 14.2f !� '�-„ i`..• i •,t '�' S. 11"P :�:'(`d ., 1"` p.' WORK PRIOR TO CONSTRUCTION p J) b b, 38 ill 0 PROPOSED CHANGE OF USE 22. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION �'\ 4.t8 �, > ` j - j,. _ �, .,, TRENCH SHALL BE BACKFlLLED "` z ;r; 5 �< 1,.,_ ,•R,6 ;.'.i71:., Sri t r - < --�• > o°cKi-sss' AS PER FDOT STANDARD INDEX 102, AND SPECIFICATIONS AND DETAILS WITHIN THESE PLANS. \ _ %,; ,�,' AND BASE/ASPHALT REPLACED \ {{�� \ ,J. �.7N EL=2 7:'": - �� .JV . P"ZT=6.2 , ''f.22 \ n \ - ... � �F fiifT ..'.. � ` :.. �: 1D.t s "' Sri -EL.=0.71' PRIOR TO MILLING AND OVERLAY. ,Js4 \ 23. AT LOCATIONS WHERE PIPE AND DRAINAGE STRUCTURES ARE TO BE CONSTRUCTED OR \ ,J97 x,4, REMOVE/R ; LACE EXIST. <, 1 , 4 ✓ut2-> , _r , . \ W •. � � ; TOP �: �B6t <, .: . t ¢ $.�0 / INCLUDE IN COST OF PIPE • sB : 1 1 / <r4- . fi is ' :1NPJe•1 :r: '\ ELEc. PAN REMOVE ALL SEDIMENT SILT WITH VACUUM ,J73 J;I9� DRAINAGE W�! 200 LF 24 RCP 1 ,' �t .� K � _ , � .;3ti;�? .: , ; _ . i0.1 _ % 9.60 \ ti. 0 � \ / REMOVED UNDER THE EXISTING PAVEMENT, THE REPLACMENT OF EMBANKMENT, BASE, ASPHALT, , ,,� o BE MILLED/OV VITO ,. ENT T 4/ ... 4J,,r: ,��,,� � > ,- . ;: � '�.;% �� E- F D •,� ;; ...,^, ., � � , OR OTHER APPROVED METHODS FROM ' ETC. NECESSARY FOR EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE. pQST1F4S PAVEM „ , 4.05 6 ,J92: CONCRETE JACCONNECT ? ��K'' EXIST. DRAINAGE OUTFACE PIPE. EXIST. FORCEMAIN 348.5 ,4.0\ "' CON 1J7I EX/ST. CURB INLET14:02 ; .:\ . TO EXIST. PIPE 7.1 18` APPROXIMATE LOCATION) - _ --� f44 r E =r f392 ... _...#•�., (--. ;..:... •"' _. ,., 5 .. t ` y sc"�.. --gQ-�T1 6. Z4xB F ' � i l f rr 7 . a :.5f ::.: ANC ET 1•.44 - , '. >.. • "`:. <; * � � ' F� . � r. s,,:'� :":: >' s9_ 4. 2 ... ; :.:.;� �� , :, :. �' � ;,.. •, ; ,: �-.;':\ � ;,. NOTE: NOTE. INVERTS SHOWN ON PROPOSED 24 RCP TO BE : _ _. COCONNECT': RCP EX . " ;::. .,' •:... PROVIDE qq <: x ': 'f_ .� s. ,: <• .. ;..: < - 9 ' �:: - •. D. AP RENT CONNECAON - i _. ; _ .. <.7:.4 `` . REPLACED ARE APPROXIMATE ONLY AND NOT FIELD LOCATED. _.. - _ ,5,/ /4. - ,. .... ;. • :' • _ : f BI-P P , . , .. � ,. x .. .. • _ MANHOLE �ry.o ,, BE ORA/NACESYSIEMS� LIMP � >y . ;. . , ,<, . � 2 R �, SEE DETAIL OF BOAT RAMP AREA _ v? CONTRACTOR TO FIELD VERIFY DEPTH OF EXISTING RCP INVERTS - _ ,,:. , �-, • . .,.E • ....:,_ ., . ,,f. t, .: ... .. � , ... - . ,. _ :, ,.,.:. .; ..: , SAW UT AND 1� . _ ,: _ .-. ,:. _, _ , �i.� �L _ : W ,_f /, 1 SHEET 231 . EIaT > 5 L. LINE00 1co , . :..'its, .,, . 1 C 1�L�T UTT IN � . _ - .... Y N 39 4� J7. Dal \ 7.30 °7.90 6.8f\ r . 160 LF 16.5' WIDE EXFILTRATION TRENCH k W/ (2) LENGTHS OF 15 PERE CAP, 8 0 y g 4.e9 \z FITTINGS, & 15N PIPE TO STRUCTURES 1= I EXISTING WELL PLUMBED TO FISH a� CLEANING STATION - TO REMAIN (2) 12 LF 8 SCH. 80 l " DR18 PVC,, - 7B 19 W > i 7 o S �.1 •�< 7g y° N _. _ _:...<.. _ , ..• R SET 0 - .. ... .. .. W.... .. „ , , .. , , N CIA K O. CONNE . - .. :. � �.. ;: _ > .. .:.: , PROVIDE QO CR C.ET T _ .T .. \ _ ,. �� , ... ,r: ., ,ti LT= 8 1•iIJhIW:,WA RMAIN . _ _B4 1k 0 E7( i T �,. .,_ S,o CONCRETE WALKWAY 15T I' E 1 ., _.LOCATION)'f ^ ...� ,, �. APP O l TE .. BI PASS PUMP �. x_.� ,. :,, �� v �: •, . .. �: r<s. � X �A �� .... .. , ,,. > �:... � <.. ., .(. _ _4. PLACE AT GRAD _:..... „.,. �,. _. .... - ,55 T � � ram= -:, • _ ...... -.. .. . ,:•K. �.>, is ,„o... a _. - - 1 s s IVA_ IST. \ -- -------" T�uNAG%.W .191i I.�:.24 _R0P � g2 �� .. � -� �: L'B2,...._ 1b",4b. ........ :. ...... ... /6.05 /5.75 ..... I ' � _I�• 24 LF 15 CAP OUTFALL _ ,._.; .,;. .,. .5±:i. ,.:..: .-,.. �• .......... .... .... ... %_ - 4 .:...... ...... .. ...... ..... .._, _. :.... _ ..............MILL .TO ,DEPTH , REQ.UIREp . THES.E. LIMITS A/NACE MANHOLE , 50 ,, . raA Et.................': I 9.90Y� SOUTH OUTFALL TOR" 3 4 " " SP" 9.5 FINE AND 7 " 9.5 6 o N /Nv. EL.=Io.2J' I li . STA. 296+03.13 - /. ..... ..... ............. 15 58 sr £. /NV EL.=f0.5T \.. AM ER' bF ... 92 \ 1 ... - 1794 177 ..._-�•---- ......... .. \ ......CIY. � ..... ..... - .. � 1 ' � SEE SECTION A 4 BEGIN CONSTRUCTION MILL & OVERLAY EXISTING (RUBf3Ea)::FRIGTiON .COURSE' - ..'.. RLAY w. INv. EL.=,os2' xr a B29 ,� i4y = i o7J & PLAN DETAIL SHEET 7 ........ ..... i 51E BEWWARK .'.:...' b7i�MEI f'.'.'.:." cr? _ - PAVEMENT 252. 50f BBJ NOTE: INCLUDE OF RIP -RAP ..... .. ............... .........'.'.' - 1CN OF MANHOLE EL 1&0 _ G ." \ FF•.£L:=ZS14. �� Ix5�9 N COST R RAP REPLACEMENT IN .. .. Lee MILL: EXIST. ASPHALT ::...... Exisri/vc ..::; .:: , 158 _ ........ Q . ' »� x <s :. \ 5 °� UNIT PRICE CO OF PIPE AND STRUCTURE DS-10 y " ............... 6U1M1VG. \\ \ :.FUTURE SIDEW p Q. 9.90 ` O " , � � OVERLAY: SP 9.5 FINE , , x,,. \3 1B, FFZ:=1171'... ,c A `� 04' \6.µ STRUCTURE NUMBER TYPE TOP OR EOP INVERT MISCELLANEOUS NOTES DS-1 TYPE 'C' INLET 10.50 6.10 N, SE; 8.50 S TRAFFIC BEARING, 3' SUMP - BOTTOM EL. 5.5' DS-2 TYPE '9' CURB INLET 9.90 6.25 NW, SE, E DS-3 TYPE '9' CURB INLET 9.90 6.35 W DS-4 DRAINAGE MANHOLE 11.60 6.55 NW, SE DS-5 TYPE '9' CURB INLET 9.90 6.90 NW, NE, SW DS-6 TYPE '9' CURB INLET 9.90 7.00 SW IDS 7 r E 'G' ,n 1 rr 4 2.89 -7.25 q h�T DS-8 MODIFIED MIAMI INLET 4.60 NE DS-9 IT V,, NLET 7.25 4.10 NW, SW DS-10 TYPE 'F' INLET 6.46 4.25 NE CONTROL STRUCTURE - SEE DETAIL, SHEET 11 DS-11 TYPE 'C' INLET 8.50 5.75 SE DS-12 TYPE 'C' INLET 9.75 7.25 NW DS-13 DRAINAGE MANHOLE 10.20 7.25 NW, SE DS-14 TYPE 'C' INLET 9.75 7.25 SE DS-15 TYPE 'C' INLET 8.00 5.25 SE DS-16 TYPE 'C' INLET 8.00 5.25 NW,6.68 SE CONTROL STRUCTURE - SEE DETAIL, SHEET 11 DS-17 TYPE 'C' INLET 8.50 6.00 SE 1' SUMP W/ 12" DIA WEEP HOLE DS-18 TYPE 'G' INLET 9.94 5.95 NE CONTROL STRUCTURE - SEE DETAIL, SHEET 11 DS-19 TYPE 'F' INLET 11.30 7.00 NE CONTROL STRUCTURE - SEE DETAIL, SHEET 11 'Bs 20 -i 6.ee SE 1' SUMP Wz` 12" BIA WEEP HOLE -i-i ,75 DS-21 DRAINAGE MANHOLE 11.00 8.50 N DS-22 EXIST. CONCRETE BAFFLE BOX 1 0 1 8 (RESET) SEE SURVEY AND EXIST. SITE CONDITIONS REMOVE/RESET TOP OF BOTH MANHOLE/FRAME/GRATES TO EL. 10.18 FT - VACUUM STRUCTURE. BRICK/GROUT AND SEAL WATERTIGHT, ALL PIPE OPENINGS WHERE PIPE HAS BEEN REMOVED N. & S. SIDES DS-23 EXIST. CATCH BASIN (RES8.OET) -EXIST 0.71 E, 0.81 W SAW CUT/ 8"EPVC (2) ON SIDE NNECSTNEW -RESET TOP OF STRUCTURE TO EL. 8.5 -VACUUM (DESILT)STRUCTURE -CONNECT (2)NEW 8" PVC PIPES ABOVE EXIST. PIPE ON WEST SIDE DS-24 TYPE 'F' INLET 12.42 10.60 E CONTROL STRUCTURE - SEE DETAIL, SHEET 10 NOTE: 1) ALL 'C' INLETS SHALL BE HEAVY-DUTY - H2O LOADING W/ CAST IRON GRATE 2) DS-7 AND DS-20 HAVE BEEN ELIMINATED FROM THE PLANS 151 \ 15 r f527 . .......... .. ..................... .... ........ 1527x f 14 x1 75.22 5. 577 \\ 6 4 \ ....... ... ... .. ...... .. /61 x1. 6 4J .(i • 15.54 x 15.24 fi\r�90 e- \ \\ \ \ \\ s ?0 15. x1.576 5 - CONST. TEMPORARY, STABILIZED 57 x1�0 \(�®f(y,' 4 -16.17 N DRIVEWAY (3 SHELL�QCK) -ACCESS TO EXISTING CHAMBER -OF CQ�+MERCE PARKING FOR PHASE !S 67 TEMPORARY PARKING I ®\\ PHASE 1: LNG PROVIDE TIRE STOPS \\ 3" SHELLRO K CONST TEMPQARY DRNEWAY GRADE AND MAINTAIN \\ CURB CUT P T INDEX rz.5s' `:: CHPMB .: �\ 515 -SEE L, SHEET 9 -.. > _.. x1520 x1562 \ . PROPOSED RESTROOM FACILITY P \. 1 CA� . .�. sf. F.F. EL 8.7 ,SEE ARCHITECTURALS i� 9.tO. 57 9 n.: a 5 .6 { J S TOP o., . 1 u.. w wF 1 r• CLEAR GRUB i9 AND COMPACT f / 12.42 / TO EL 8.25 .. # :...:FOR BUILDIN AD , .3 / LOCATED NR UST c 17 _ x. �p/wF PROVIDE DENS TESTS (MIN. 98%) FOR K OF RTTEN110N EA TO E 6 , o� \ o \` \ SUBMITTAL WITH Bl� ING DEPARTMENT' �3s COIVFUCT-iM _ �j' \ .\\ PERMIT APPLICATION 1x44 12.55A� f n 6 { v„ �$ 7x J,31 _. - RELOCATE to" / 13.0 la,,1s+ss lo^ k 1� \\ ',36• 0 .�w116.i NIT Sp FY \ 'ice \ \ 0 10" \ �► NEW&T CABIJ., 9 - 13.1 J )J 12" 12` x,2 AREA MUST REMAIN snAlG :': ;: �: ' \ :a ' A ►tom 6 ✓ / nd uti� Y Arty o.74 B /LO/NG'.'." "` Q, r f0 J" ° FREE OF VISUAL , •:>; ...; 5' g y 7 � 70" fo '1 o1k6 pTt x OBSTRUCTIONS ,f x1�72 °6 - f4.40 - `�'• `' '� \ 10 "". �. OF-5 � j 4. 4\LF 15 RCf" o" wF 4 J•R9 .BB - x,4. /YPRa TE LOCATION F EXISTING MAINTAIN EXISTING -...,/ - DS-8 •, ��. MA•CF� \ 1 ......... No .:. BU /CAPPED WELL C NIRACTOR VEGETATION ADJACENT y y LAW � 10' \ Bl![L NG LOCATE, PLUG, & ApAV,�'DON PER TO MOTEL �78 �° $,B . ' EXI 2 \ 1 o 1 " _ N°°736. .79 ATCH 7.72 6. \ \ SJR/DOH REQUIREMENTS 8.52 ,,, . \ �o x9. 1 865 6.JB a e IST. x6.36 1 R73 CONTRACTOR TO ABANDON SEPTIC SYSTEM CONST ASP T".DR AY TURNOUT (MIN. s G P \� « + .\` „ - ` 6 7 %4t, x�72 \ \ \ \ to - CONTRACTOR gym\ EMPTY/PUMP.TANKS, CRUSH TOPS AN tii SP 12.. AND: C OQUINA) COORD. "" '�� \ \ xl,T,/s48 FILL WITH SAND PER D.O.H. REQUIREMENTS DRIVEWAY L TKIN PROPERTY OWNER « !p� t e• \ \ °" 1\ x 14Bo x,4 47 CONTRACTOR TO OBTAIN D.O.H. PERMIT FOR T :... c�9 \ RR \ \ 2" G\ a 70 \ THIS PURPOSE. \ :rr \ 12' 2 �m X 12 10 x9.04 \�\•�O w y� \ \.\ `Z"i ^ \ dpa \ 62 10' 10" \ \ - ...... .. ♦ a � v ^i ® ..••"""'x 7.74 x 7.85 \ \ \ : `s 10" 10 �xisilNG BU/LD/NG � 6$ \xzs7 \ \ \ x to" B25 �.... BULDING........ .. 1 \ \ \ \ \ \ \ 746 gym \ x 7.62 ` \ \ \ f. \ \ \� Z 1= CD Q M � _ C W JO N LL (1) Z R� ._U � 00 V 0 W0W-I 0 m Q Cz • Z Z L W O W Nrn p Lr CV C3) <oo W C7 i' to N Z o � Wzo W~ ZUJ � C'sam W�Q-, (i U>N j Q F- z 04 � titi e- W U F- I- W U W W O W FY 0::� Q_ W V) I- �ZW Z�j a 8d ry Z a. 91 JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH 8. BITTLE FL REG. NO. 57396 r-IUWAM4. STODDARD I:22U SHEE 5 PROJECT NO. 07-027 1.7 \� LOT 15 � \ ! PROVIDE MECHANICAL RESTRAINTS GENERAL NOTES: GENERAL UTILITY NOTES: x7.54 IV I AS NEEDED PER ALL EXIST. PIPE PROPOSED 18" RCP AS°NE°EDMECHANICAL PER RESTRAINTS \ i JOINTS PER DETAIL M-3 DRAINAGE PIPE INV. 6.7± » x.zs \ \ LOT 14 .� IST i2" HDPE WATER -MAIN 442'FUTURE GRADE JOINTS PER DETAIL M-3 1. FOR NON -UTILITY WATER AND SEWER RELATED CONSTRUCTION, MODIFICATIONS, • ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH INDIAN RIVER COUNTY WATER AND / \ \ TOP EL. (fF 3 BELOW GRADE)�NOTES: ( ) / \ 2 ! IST GRADE EL.-10.2' RENOVATIONS, ETC..; THE GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF WASTEWATER UTILITY STANDARDS, SEPTEMBER 2007." \ \ \ '�.11 / / 14 � - - - - . - - - - - - = = - = - - , - -CONTRACTOR SHALL POTHOLE W.M. AND DETERMINE DEPTH. IF MIN. 12" SEPARATION TRANSPORTATION STANDARD SPECIFICATIONS LATEST REVISION AND THE SUPPLEMENTS THERETO. . UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. / /74J x7.62 \ \,. • _k REMOVE EXIWATER -MAIN WILL BE OBTAINED, THEN THIS DEFLECTION WILL NOT BE NECESSARY. - BID PRICE SHALL INCLUDE (2) LINE STOPS. IF EXISTING VALVES PRECLUDE THE NEED, A 2 CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT PERMIT CONDITIONS. / / cor 13 / / \ ��Z56 � LOT 13/ _; i I = _ - - _ _ _ » _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = - CREDIT WILL BE DUE TO THE OWNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY \ \749 = � " 1s MIN. FROM BOTTOM � THIS ALTERNATE BID ITEM SHALL BE INSTALLED ONLY IF NEEDED. IF IT IS DETERMINED OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS DATED 2008.728;5 ' \ / - ' 12 LINE STOP 12 LINE STOP o OF PROPOSED P[PE--,,,THERE IS NOT A CONFLICT THERE WILL BE NO PAYMENT MADE FOR THIS BID ITEM. 3. ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OF CONSTRUCTION. DEPT. PRIOR TO CONSTRUCTION. / "__� ��2 �'�'�"' LOT 12 ��r`�, 2" AUTOMATIC AR.V. - CONTRACTOR SHALL COORDINATE W/ IRCDUS INSPECTOR AND OPERATIONS PERSONNEL • THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OFcor 14 / x p\ 7. 7.4.6 � , 4. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES U.N.C.L.E. AND ANY OTHER UTILITY / / i / \ 1;, 760 / �N� INSIDE MANHOLE PRIOR TO INSTALLATION OF LINE STOPS AND/OR SHUTTING DOWN ANY MAINS. IN ACCORDANCE WITH POSTAL REQUIREMENTS BY THE CONTRACTOR. PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES \ \ \ � e Q0 4- / CONTACTS: IRCDUS INSPECTOR: MIKE DELANEY PH. (772) 532-7477 �s.��. 1 N \ � i OR JOE LOUDERMILK PH. (772) 532-7478 ,}f5 \ LOT 11 �� o 12' PVC W.M. W 4 45' BENDS AND MECHANICAL RESTRAINTS LOCATED IN THE FIELD. e .1,. z a� / O WATER OPERATIONS: BRUCE ENPRESS PH. 633-3832 • 226-3406 5. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM .OF 1929 (NGVD-'29) / ; cor 15 / / �758 e , S`f4- • ALL REQUIRED TESTING PRESSURE TESTS, DISINFECTION BACTERIOLOGICAL, EXFILTRATION / / 63 x72745 �, MAINS SHALL BE SHUT DOWN FOR ONLY A SHORT DURATION, AND CONTRACTOR SHALL 6. THE EXACT LOCATIONS OF PROPOSED SWALES, ( / / P �+ " / BACK SLOPE LINES AND LIMITS OF THE ADOPTED SPECIFICATIONS) BE AND BY CONTRACTOR. \ / RN \\ `\ \ cor 10 ALTERNDATEAB D ITEM COORDINATE CONSTRUCTION WITH THIS OBJECTIVE, INCLUDING, BUT NOT LIMITED T0: CONSTRUCTION WILL BE IN ACCORDANCE WITH THE PLANS UNLESS OTHERWISE DIRECTED BY �� \\.:.. x7J THE ENGINEER. / cor 16 / \ \\,..\ I . \. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR / / \ / i 12 WATER -MAIN DEFLECTION 7. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS / \ \ \\�\ x746 I / REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID. PRIOR TO ANY REQUEST FOR PAYMENT. / / \\ \ \\ •' . /"� 16 LOT 9 8. ALL DISTURBED RIGHT OF WAY SHALL BE SODDED. • A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF , / LOT 17 / a59\ \ i 9. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO \ \\ 7* � \ "_� 10.62 �c,74 7. CONDITION EQUAL TO OR BETTER THAN THAT NOW EXISTING. GUARANTEE THE UTILITY SYSTEM FOR ONE (1 } YEAR. �, ; \ k;` 6 A cor s THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND / :�1-1 �.. \ �'�_ : / 10. ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, ELECTRONIC FORMAT CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE SETS \ \•1. \ /' DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED )� cor 18 12OJ 78J \ 5 cor BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM THE OF SLUE BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR ExrsnNc - > ,��'1. xlk / / .'.'BUILDING' / , \' r469 ' JOB SITE AT THE CONTRACTORS EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY / .. Ff:.EL ts;5a r-.'. LOT 20 .* �,� \ \ OF 14' / PROJECT. SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. \ 'J°' ' , s _ Y / LOT 19 Za �� .. - - � `' LOT S 11. THE MAINTENANCE OF TRAFFIC FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE � /f \ '..\ APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS; THE MANUAL ON \ ,.". V\ 46B 1` 4 y"X 2.57 / olo \ 6 ,.�. ., T. �., UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ( US DEPARTMENT OF BID QUANTITIES ■ 715 : J9 / / y} :t 1 + TRANSPORTATION, FHWA) SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, / y\� ,, �' cor 2 f97 k `;i. ` \ MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES WARNING DEVICES AND / / ``'1 '�00 �JcW-s j / BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE 1. WATER SERVICES: 6° '.05' 5 6j 7.�3.J9 A - TO CHAMBER BUILDINGS: THE BID ITEM FOR THE WATER 2 ,72° '"°°'"- - -011 f68 3 x„ " PROJECT LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE MAINTANED AND PROTECTED x129 ,N \ ,x;;?, 75 °. 8 r I '° �' SERVICE SHALL INCLUDE THE WATER SERVICE (FROM MAIN \ \ \ x4O6 AT ALL TIMES. x,J2J \ x12.7s 12 , L 22 ; ; ;, . � � 5 � l I. i6f TO METER BOX • R.P.Z.• AND BUILDING WATER SUPPLY \ 12. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY THE EXACT )' \ x,J49 \ \ / =S1 . ! A ' ` 6 ' LINE (PIPING FITTINGS VALVES) TO WITHIN 5 FT OF THE x,J27 \ \ \ , ; r \ \ LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF x,291 ` x' 2 t ' 11 BUILDINGS CONNECTION TO THE EXISTING BUILDINGS x12.65 xI.,V, \ \ / �`©� zXr;t I ,�V \ \ «\ UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT X1226 � x -1�1 2 L ., 0,-t <..n I . t �• \ --- WATER SUPPLY PLUMBING; DISCONNECTIONS; REMOVAL � \ , ; , y, is :� ,k5 04 \ °. BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. x \727 \ - = �':';:, x,' \<' AND DISPOSAL OF THE EXISTING WATER SUPPLY SYSTEM ,275 \ ® x,J \\ c, -/ , .' : ,, x 1J39 ?{ t}x �' y .l t. 13. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN \ - '*' AND DISCONNECTION OF \ \ \ �� tip _ 2 _ ,; (PIPING, PUMPS, TANKS, \ , 97 x,t65 \ r 1 i \ Jr \el ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTITIVES ELECTRIC CIRCUITS AND SUB -PANEL); AND LOCATE \ \ p x 1255 : `'`,':' \' CAN BE PRESENT. \ �\ o -'' , r' " \ _:�,\ EXISTING WELL AND ABANDON IN ACCORDANCE WITH \ \ x"" \) \ / \ I P ' ; o x '\ g ,2g x1J.57 C 14. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF D.O.H. REQUIREMENTS. \ \ x,3�u?5 \ \ "", - ` _ • • \ OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL BANKS. B - TO BATHROOMS: THE BID ITEM FOR THE WATER SERVICE \1269 3Ja _ -11 3 t, v,,t \ t , yp��p f{/J2 \ y x 9B x ..57 i .^ :.t � J I \94 ` - .1 x 1J56 n s x 7JJ 1J - t 15. PRIOR TO COMMENCEMENT OF ANY EXCAVATION THE CONTRACTOR SHALL COMPLY WITH SHALL INCLUDE THE WATER SERVICE FROM MAIN TO IJ 62 \ ,r < ' ,'�_'I. , 1�} _: �► ( \ x,f.06 \\�\�( 1+.3�', i i'; i t. , i } + ts6., \ ILE`t� \� d. FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPILINES. METER BOX); R.P.Z:, AND BUILDING WATER SUPPLY LINE \ \\ 16 x14.25 C ,J \,_ <t `_;`f;` , , it/£, �1--: . r � ;§ g ri \ , 1JJ5 xJJ 59 �/ t' t ,' °7 (PIPING FITTINGS VALVES) TO WITHIN 5 FT OF THE \\ \\ t \� \ x' I ,2,- ` "" ! . . \: 16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN x \\\ 16 I f ,5 ' 4 BUILDING, TERMINATING AT A GATE VALVE IN A VALVE \\'J°° \ >{ , r IN PLACE. \\ ,J5/ x1t75 .,xi r ; , ,�`'• j.- (. 7� , x 13\ \� x1J.9[ 1220 I ::� r, ' :. t -.-. i' ' 1 BOX. THE CONTRACT PRICE FOR THE BUILDING \\ \ =�s t t t=r s `_" �.� ;, 1 ' '� \ \\ , f] it ,!' 17. THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS 48 CONSTRUCTION SHALL INCLUDE CONNECTIONS TO THE \\ �,� ;xT �.1 ` -, r;x. "y . ', HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. \ \\ I - -. "'' 1 F BUILDINGS WATER SUPPLY PLUMBING. \ \\ \� \ .. , . t� ; 1tf� - TO LIFT STATION: THE BID ITEM FOR THE WATER SERVICE \ ; " ' '' '' t�i '" { ' '� x 2 18. KNOWN UTILITIES: BELL SOUTH {772) 567-2207 C \ /J\ " 1 \ ;;° o'\� !''`'" \ ' 'x'. ,5 r , /, t322 ; 19 �. 1J.J2 1JB0 l 8 0 0 . 138J ?R177 z'. F ° s T.C.I. CABLEVISION (772) 567-3444 SHALL INCLUDE THE WATER SERVICE (FROM MAIN TO \\ \9e 4 8, s METER BOX). THE CONTRACT PRICE FOR THE LIFT x,;R9% x/f°` 141 � �� \' FLORIDA POWER AND LIGHT (561) 489-6204 } \� 7 14,76 \ \ \ '. d - STATION SHALL INCLUDE THE R.P.Z., WATER SUPPLY LINE, x 5 \ +� Y INDIAN RIVER COUNTY UTILITIES (772) 770-5323 \ \ \ \\ x'* \ \\ �� 4. f r� s AND HOSE BIB. \ \ x /4. 16 x,4.54 " 1\ \ \ 12" f3, "h - + ,°$ a ¢ x �� 3 19. DRIVEWAYS THAT ARE DISTURBED ARE TO BE RECONSTRUCTED TO THEIR ORIGINAL OR 2. SEWER LATERALS: \ ,gig .''.6 ` \ � 14f° i'lF " JB�,� ' . = x x = t , BETTER CONDITIONS, UNLESS OTHERWISE STATED ON PLANS. A - TO CHAMBER BUILDING: THE BID ITEM FOR THE SEWER \ EXrsnl�rc:':'::'. \ - 1 n \ BUILDING.::. \ �\ : V�, \\ f.- �) 0. � s' y 1x,a v ty V 1 i LATERAL SHALL INCLUDE THE 6 PVC PIPING, FITTINGS, .:FF.- EL :fi82 \j<, If.JS x 20. TURNOUTS (DRIVEWAYS) TO BE CONSTRUCTED AS PER FDOT INDEX 515. \ S \ \ / _. K 13.10 . < <9.&I AND CLEAN -OUTS FROM THE SEWER MANHOLE S-1 TO A \ \ 15, '°'98 21. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED 1. f f2 �x1 B9 J ry �`' Y 2 CLEAN -OUT WITHIN 5 FT OF THE BUILDING; CONNECTION \ \ �,4.�j ,50 >< � , . � ''"��" � , ,5,3 ul .. BASE MATERIAL. \ � __\ � TO THE EXISTING BUILDING SEWER; DISCONNECTION, ,A,6 x__. . 22. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION REMOVAL, AND DISPOSAL OF THE EXISTING PIPING TO THE 1J f > � y 5 5 ABANDONMENT OF THE EXISTING \ ,, ��: - �a u PRF SEPTIC SYSTEM PROPER �. , AS E DOT STANDARD INDEXPLANS. , � 102, AND DETAILS AND SPECIFICATIONS ON THESE \ 13.9f x1A1 -� �, ./�;. N� ` D I FIELD PER D.O.H. �s ` t ., SEPTIC TANKS AND RAN 1J.73 ,4.20 \ -� : ACEEI 23. AT LOCATIONS WHERE PIPE AND DRAINAGE STRUCTURES ARE TO BE CONSTRUCTED OR VA 1J-B f „, ' '. ;:. i REQUIREMENTS. f 41 ,f.os 6 REMOVED UNDER THE EXISTING PAVEMENT, THE REPLACMENT OF EMBANKMENT, BASE, ASPHALT, ,4.zY` xs; .;y �j B TO BATHROOMS: BID ITEM FOR THE SEWER LATERAL J7, \ : �" ETC. NECESSARY FOR EXCAVATION14.4 7J,�2 --- ETC. IS TO BE INCLUDED IN THE COST OF PIPE. -- __ v ' ' ; .. . ..... ... ..... ,. .. .. fA7 THE 6 PVC PIPING FITTINGS AND< SHALL INCLUDE f 1 t __.... x ..��, , . ,� l.7 fA • ., z 24. SEE SHEETS 14 T • A2 :, in HROUGH 17 FOR APPLICABLE UTILITY DETAILS &SPECIFICATIONS . CLEAN -OUTS FROM THE SEWER MANHOLE S-2 , TO A : �- ., � ,:� >., 7 a, » n _ ... ", . _< N •:1� � WATER r� , CLEAN OUT WITHIN 5 FT OF THE BUILDING. THE a., _. �. >..,�- . 25. REMOVE ABANDON AND GROUT EXISTING UTILITIES. ` D:. _ ,M :Wr ti , , F CONTRACT PRICE FOR THE BUILDING CONSTRUCTION ? g .\ .� , 29 .:_ x KI 1.dW EVENS - I\ :.. ,� 'v .•�•. ., , ,.. ti NNECTION THE THE BUILDING'S SEWER DI NECT EXISTING CHAMB 0 - - SHALL INCLUDE CO\ - - ` SHALL INCLUDE BUT NOT BE LIMITED TO THE COMPLETE REMOVAL OF•' , .` , ... '..` �`: ' �C`C G..•.:.: .. •.ice:. {/, ri\ MEN E BUILDING PLUMBI i r, ,:.,.:z .:... .. , .. N FR .�. ., , .J1 J3.37 .- THE UTILITY TOGETHER3. LIFT STATION. THE LUMP SUM BID ITEM SHALL INCLUDE. k, . WITH THE REMOVAL OF PORTIONS OF THE \; : , - _ SJ A THE WATER SUPPLY LINE FROM THE METER BOX TO THE ISTIN WELL UTILITY INFRASTRUCTURE; AND ALL EXCAVATION, BACK FILLING ;', CONE ATER ERVI N W S' y NGS 'I S BIB, INCLUDING R.P.Z. FITTINGS, VALVES ETC. \ HOSE ..� : 1 / f ) \ l4.64 RESTORATION 0. - S11TJ� UIIDING CLIMBING M T., AND ALL ELSE NECESSARY. P \`�r 8; HTII';E, VYATERMAIN: _ - 1a THE IXISI TG WELL SHALL. BE / 'B' 1510 �, B ELECTRIC SERVICE (WIRING AND CONDUIT FROM LIFT l )XItATT LOCATION �� • 51 s °5 coN�aaB9 ' _ �__ _ _ - �4 LOCATED,JID PROPERLY /FIRE HYDRANTS SHALL BE REMOVED TO THE VALVE. ALL ABOVE STATION PANEL TO PULLBOX, AND WIRING THROUGH_.. 1Is - .-".-... 75B..HEQUIR 7 / GROUND MARKERS (I.E.: RPM'S) SHALL BE REMOVED. PULLBOX AND CONDUIT TO MAIN PANEL LOCATED _ _,g9 - . - - - - - ..:.:: 16.05 14' S15 - ... 1 1 J6 ADJACENT TO BOAT RAMP. THE COST OF THE PULLBOX - - .................--....-..........-....... . .. .- -.. 16.10 .. .. ...... ...... 156 AND CONDUIT INSTALLATION TO MAIN PANEL IS INCLUDED ..-. 15\ WATER SERVICES SHALL BE REMOVED TO THE CORP. STOP. d\ - :':cH�tMe>?:.b: f 1 1 8 fy t1' 5 !i� OR THE SITE ELECTRIC WORK OMML ..L IN THE CONTRACT PRICE F TR C 2.52 n n Tao a� m"N" a -1Qor :c _ G I SERVICE ASSEMBLY"). PULLBOX _ ELECTRIC POWER SER E jj M.O.T. PER AP A f50! PLIC BLE FDOTINDEX NUMBERS S ) 1 N EX NU BER 600 SERIES) SHALL BE ( • ---•� EXrsnnic - - - - - � �--�•�-��•�� --- ( } FITTINGS AS QIJIRED. TO . - : i -G,V. ' .. PROVIDED AT ALL TIMES FOR THE DURATION OF THIS WORK. SHOULD BE PLACED WITHIN 10 FT. OF THE LIFT STATION. BUlLD1NG.."- \\ \ xn. ..................... :::::.................. �CONN In U>uIBING \ -.._.. .. ........... .. .... 151 - 15` , %/ 5315.47�3.06 [5�0 6" �PV + AT LOCAl10NS WHERE 7527 \ ,3 .n S 1% THE UTILITY IS 0 BE M UNDER G I T REMOVED R EXISTING .77 i - 7527 % - .OJ Q 1 - �7524 \� xf5.77 1522� � \ PAVEM ENT, THE REPLACEMENT OF EMBANKMENT, BASE, ASPHALT, \ x16.,4 ,. 3 x o \ x 16.43 VC ,6., PAVEMENT MARKINGS 49 \ ETC. R IS TO BE INCLUDED IN THIS WORK. x,S. Bs ,6.. / - \ x x1554 CO LI TO _ �f r4.9° 0. `1( BWLDIN I .. .... ... ...... .. ... \\ \\ �1j1i�7�71 .. .7 ...................................... . .... DRAIN x/1 . 14C 71 �\. \� Imn n i tM1ATfi cr 07.1, Al 'Al o ,,, STRUCTURE NUMBER TYPE TOP INVERT i STRUCTURE LOCATION MISCELLANEOUS NOTES S-1 SEWER MANHOLE 12.25 4.28 E, 4.18 S STA. 97+97.83, 32.35' LT S-2 SEWER MANHOLE 8.9f 4.61 W STA. 97+37.71, 24.25' RT LS-1 I LIFT STATION 13.5 4.08 N STA: 97+87.83, 52.50' LT I SEE DETAIL SHEET 17 16.00 ...._._.__.. .._.._____..____,__._....., _._..__ . -_,._--.. _____-..-__.,_...._.-___.-_.-,.._,,._w __ 15.00 d - _w .__.. . -.____. __ d� _co _� 14.00 -._ ...... � N....._.___..._.._...._.._..,_._..� ...__- .....�._.__.... g �.-...-__-.-,,....w_-.-._,..;q __..__s; ,.d m....__-� 13.00 _ ___,_._. ..- .... d ...... _ .... _....._._....___...,.__ _.__..._ __ ..._ _-. _,._., _ ._.__ __._ _.., �_..._ 12.00a _ d d , _ d _ __ _ __._......_-.I..,.... ._I..... _._-.__-,_._..___ -,,._ _ __ _...... _.. _..-.--l....,_«.__ _._ _l.__.._.__..._-,..___, .._».�___, -- .-. _.e._. _ -. « w«• INDIAN JIVER DRIVE 1 1.00 ____.__.L..... ....... __._ .__.._:...... _...__... _.... ,. ___-...- .__._._. ___.________-___.._-_... ..___.._, .._,_ _. _.. _-PROPOSED -GRADE VFr ENER 10.00-____,__L.__ I_ ..., ..... _-._.._ _.... _ .. : _. -.1- ....... ....... :. cRA__ __ _ . __.__._ _ ._ .__ __ _, Y_ _._ 9.00 .__ _._.._.I _.- I._. EXISTING 6 PVC SEWER LA1EItAL 0 10% .._ .. �. - _ .. IN IAN RIVER DRIVE 8.00 .,___. _ __.. -AVOID DEPTH AS NEEDED TO 0 BE REMOVED). rm AVOID CONFUCTS . . _.__. __ _.-._._..___ _ _. _ _ _._..._..._,._... _ .u. _,_ ..._,�. _ 7 S-2 00j ...__._ __ S 1 TOP EL -6.98 -' 6.00 I i TOP EL13.0 W. EL __. __,.__.... __•__.�..,_.._ _ _... I INV. EL.",4.28 E, 4.18 W 4.00 _ _.: __. _ _ .-.--._.. 1 18 LF 8 C-900 SEWER 0 0.50% 3.00 ,_. _ . _ __. _ ..._ .. _ ....__ ., .. _... __ _.____..__r __,_ I ___,.______.__.__ - -._ .._I 2.00 ._._ _._ _._ ___.__ __ __ _._F�0ST.1D'_FORCEMAIN_. I - "'_ LIFT WRON WET WELL 1.00---......_-..____ _........TOP,.a ..1 �- ....__----� __.__. :_.___�� _ ___ __ _.___ _ 0 00 J INV. EL 4.08 N T_'-__...._____ __,. SANITARY SEWER PROFILE SCALE: 1:20 HORIZONTAL 1:5 VERTICAL M LATERAL. 0 1.0% n EXISTING 16 D.I.P. WATERMPJN ix 0 �/ .4 x16.17 / i.r1551 \ x 1�,-40 / x 566 x,59J 16. / 11 / 15 x1528 • / / 15 Of P5.67 ®V ' �\ IA \\ I \\ \\ n_ ,: \\ x 1561 x x 70 14.63 If.0 B .... ...... ....... EXISTING. .F.F. EL:=14.02......................... ` \\ 1 "\ x,5 x x lA7! ..... .. .. .. .. ...... ....... ` 9 .. ... .... ..... .. .. ... . I fA 4.2 . .. 4.53 - i LIFT STATION NOTES: \ 1) UPON CONNECTION/START UP OF NEW L.S. - THE CONTRACTOR SHALL \ PROPERLY ABANDON SEPTIC SYSTEM PER D.O.H. REQUIREMENTS. 2) CONTRACTOR SHALL ROUTE NEW SEWER TO AVOID STRUCTURES/TREES, AND MAY MAKE FIELD ADJUSTMENTS. CONTRACTOR MUST MEASURE AND RECORD EXACT LOCATION OF SEWER ROUTE, AND PROVIDE AN AS -BUILT DRAWING. 3) EXIST. PLUMBING FROM BLDG. TO SEPTIC: CONTRACTOR SHALL LOCATE \ AND CONFIRM REQUIRED POINTS OF CONNECTION. 4) SEED/MULCH ALL DISTURBED AREAS \ \ 00000 0050 000f1.0 North INDIAN RIVER RAMP LAGOON 3i ' • �� X BENCHMARK ,� arm-'"'" "r �_ 4 p,l R7P Gi'- -RA,E EL-6.29' \ �. 4. 9 \ \. AN L .4 £L£C P E .SJ x \. , -,'l T .Y, ¢: -\ :, 674x 6k,- , - \ 7. ""-.. -4-- .I s., �t �'.. ESF:i' '0.90 �l A P' r. >F d5 , ,, u \ \ 't, ." 4 STA 97+50.78 74.9 RT g S.dB• ' 1*64 . . , . .. Y .,r 5 756 ��, - x�y96, _,:.: � ... • �:. CONNECT TO EXIST. WATERMAIN �� :. s .L r, "� CONST. 16"X6 TAPPING S ti LEEVE, • =` :�,• » . � '- a ° o , •1 6 MJGV, TEMP. JUMPER, \ 4 n �` ,,• , - '. , 1, .� - +� 8 - . SAMPLE POINT SUBMERGED LAND �� , • 3 o ° ►. T��SFii >3 f .y 1y M y oA `w "): 00S0 u l � � CONST. 11 LF \ 04.0 w 0000 5 j y 56 6" PVC WATERMAIN i, 6 ;.L: STA 97+55.38 66. 7 RT a �• . ;s 1 -t , . 1-1. .CONST. 6 45 BEND _....\ l... \ .111 a ` 1 Y �. ...,. WA N \ CONST. 30 Lf 6 PVC TERMAI q'• - •, - 18 BELOW DRAINAGE \ ',� O J 883 i . 5'9 0 w . 7 4 6 o ' STA. 97+4 .57 3 .3 RT �9 , a> • 1.8 �t BACKT'T - RE - 4 CONST. FIRE: HYDRANT \ BASE DENSITY ��d N\ \ �6:�� \ASSEMBLY W/ 6 MJGV I tmLITY"CROSS - 8O LF 2.5`. PVC aft .. °� w » �\ '�: STA. 97+37.96, 18.38' RT PE CEO- \ � CONNECT TO EXIST 10 FORCE -MAIN, " 6 CONST. 10'X4' TAPPING SL EEVE, d \ O R �" `\ 4" MJGV, h 4' X 2.5' REDUCER \ �� ,. , 1 _2 CLEAN OUT y_ - 24 LI=. e.J IN OF BUILDING 1" PVC AND 1" G.V. S 5' FROM BUILDING p \ 7J STA 96+9114, 46.43' RT / C ' L 4 x1 ti.. �' .- \ CONST. 1" WA CE do RPZ / ' MI . -.1, 4 \ ONE (ST. -PER IRCDUS S FlCATIONS / 1 t. O a�A METERO 94 / F'VG �'Y.INE \ \�o "REM ERA \ / �4 36" ONST_1�+VATER �\ \ 0 C ICt�TAP \ / , -SERVICE AND RPZ - \ 'lo' / b x89e 81J { \ 't °" , 4A"j �, �N� " , q0w, \ X 1 PVC S E:'LI`;� ft., �� a rJ 76z o -�lo" to" VAL D HOSE BI , i@ 60.49' LT x .7f uiLc NNE f 1 , 'M ` 1(}l xR r a 72 Ca 1°" - r FF.. EL:?�9.26 . ? �; \ lo" fo \ BEND • ' 4 `'4,• , aJ l0' 35 2..'.'PVC OR :. �, . \ \\ \ o` o" ►'� 5W1 4 HDPE RCE-MAIN : B5 '/ . \ , :, y e18 15�3," ' \ \ 1 1 10' d.49 x \ 1 i`o" 1 \ .. 98 x It- 9 \ 7t7.6J 4 .,» 3 852x e J 'i9', •� o 6.88 \ \ 10 x 922 B.65 i" +t- ''N11 a • w\ 7.44' x 6.36 «, 3\ 0.73 � \t�\c,, . \. :� � .772 \ \ lo` ��t\, 0 • • W w •X 7.64 \ , �ti \ * w 74 ( 00000 \ x S v `� . R \ �`1� o.lo • t. OO 0. \ z O f 0 '-?� CX. O 0 0 0 0 ? w ♦ 4 w�N P� \ \ \ 12" � <�<\ WF-2 � • r6 Z: 00010.0 ■804 A w w \ 10" '_QV_'_'_'-'.�!62 w d 6• w\ \ 10n \ 1 v f0" �•b w ro • 3 ,p \7.39 \.. \ fo» b a w w •M.x 7.74 x 7.85 \ \ - _ ... .. .. ... .. IN - \x 7.57 \ - - t _ 6.82 \ \ x 6.25 ..�.10' \ EX/SX1NG _ \ \ \ I' /N BU/L/J . G zaJ :: F.F.'.'EL.=9,96`.::::.:: \ �,�i fo` 10` -.............. ............ 7.25 ,.,.; \ x7. 4 6 g, \ \ \7.J3 - \ r - - . - - - - � `� \ \ < ./ .'3� ..'..- '� .11 x"\ \ ..N-.•././l. .Y.QC N 1/ x / > ;5 \ \ . . 11 u i � I I N I I I _j W_' fl, O a Irl- o o_ a 3 a r e cif Q 0 0 o v v, o w I`f/0FN- F Q WZ Y V O W - a xWF- F�?Qt3ow �W l -->l xNW -----�pg-a�3 ~iZ W Q ��W¢rrxoW-g O=m~ Ixo K� ,-m O QW'=St'am Ww K a- � c� c� (L v� > zz i rr ra33w�N3w�aO Id2 0 1= _� � 0q .J iv , , 0 Q 0) Q -0) Z Om W Ja w Z � N � - V =o 0 0Q� 0 O �0mQ ZZOw LZO 1 c � Q- ♦ N O0 W pxN� Wz= -W� �ti Fzt - O _� > I- W XX Zamo a M- m W Z �-- W Er. vC>>N W Y_ � - V Zo Qti N. 0 r^ v 7 Z - N ti Tom" ti I-w 1 F- v f_ Li.1 Z �3:: J w t) cckj ^'- v , w_ fz � W -1 F- o W U W o0:,w0 L' 0 W 0::� c - Z cj::� I- I_` cn �:> Z Z LJJ W N Q 1_ 1 . . Z LA_ .< O >_ 0� CL U _z M F-I JOSEPH W. SCHULKE FL REG. NO. 47048 JODAH B i FL RE NO. b7396 ILDATEI ()Lf A 3 & RbdECT NO. d7-027 EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY 1 EXIST 'f SIDEWALK TO REMAIN GRAD SOD EPLACE OVER PIPE 11.00 r___ .10.25?, SW 13.00' 13.00, GRADE/SOD SWALE 7't p JURISDICTIONAL WETLANDS 10.00 m._.____j-lVAMM oo' 9.00 .$ 5 _ �`_� - - O_. " N • INCLUDE RIP -RAP IN - 7.4'f '-'UNIT PRICE OF THIS M.E.S. 8.00 n 7.00 - - 6.00 14')i23' gip' /1 M S NV 5.4' 5.00 _ --~µ� FACE 5'X6' ROCK ----------� -En; P - .... •,EYJSI •a,6:_D.�.P`. _ _.. RIP -RAP AT OUTFALL 4.00 _^_TQP 9,.9.4,' PAVED ROAD WATERMNN INDIAN RIVER LAG ON 3.00 INV. EL 5.95' REMOVE " PLACE SILT FENCE ! EXIST..10. FORCE -MAIN PLACE FLOATING 2.00 _ _ _ ___ TLtRBIDIIY BARRIERS 1:Op - FIELD ADJUST PIPE ELEVATIONS AS NECESSARY ------------BASED-ON-EXISTING-SITE SEE -PLAN AN VIEW DURQ -- CONDITIONS (IE; UIILRTY ELEVATIONS) =wRpLuALL- SECTION Al NORTH OUTFALL 9.00 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00 0.00 -1.00 -2.00 -3.00 R/W LINE C N \ \ \ SIL T FENCE 5W_i- ROCK M/TERED ENDS \ RUBBLE RIP -RAP SECTION o : \ A T OUTFALL ;.� \ 5.4 WETLAND IMPACT 14WJ" ERCP AREA = 17 SFf OUTFALL WF-14 �JNETLAND .LIMY 40 \ SOD ALL A71 DISTURBED AREAS \ a\. \: PLAN DETAIL NORTH OUTFALL EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY CAM At I INCTt IDeCn AC ,C CONCRFTF SInFWAi I[ 11.00 10.00 9.00 8.00 7.00 6.00 5.00 4.00 3.00 2.00 ,1.00 0.00 -1.00 RETENTION _ ON AREA 4't AREA -- 5.00' - - --- RE .,..._._.. EXIST GRADE _.-__.; - _._ - � ', _-�-6,0'_-_... _-._ .. __ w .. 6� �, „ 3T: 51LT.FFNGE - - � 5 0' EXIST RAVE , 4.0 22 t .-r -, __.. .... DS-10 ROAD _ ._ . _ _ 12' PVC W REPLACE C m. ...�._,. - AFTER CO IOUTFALL PC DEMO EMOVEPLACE; INV, 4p25' fA _..-. ._.... _ ..FORCE -MAIN _,._.,.._ MMAI.-_.". D.LP-WAT€RMAIN _ISEE PLAN VIEW D - TOP OF PIPE EL. 4.5't UTF BELO _ I' EXIST. CONCRETE RUBBLE/RIP-RA uj II SECTION A3 -SOUTH OUTFACE 120't BOAT TRAILER PARKING AREA EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY 8 IES / 12" 20VER IXFlL 2' / 8E'/ 012'� 2' / 127t 4' OVER EXFIL 3' H �4.3 t • -. -- coNST. PosT -ec-ROPE 4E- l*NS97._.S%lLT-FENCE.• TYPED CURB - - - - `EXFlLTRATION` TRENCFI X S . EXIST GRADE - 5'-PERFORAIED-CAP ,22 t FA ED.-ROAD DEMO/ EMOVEEXIST. CONCRETE RUBBLE/RIP-RAP INDIAN RIVER LA -, 150-?ERFORATED•CAR. _. _ ,. _,.._._ _ -_ - _.. LA ..,_,,._._,.d _ - -- ,_. _. EXFILTRATION TRENCH - ,,-PLACE SILT FENCE WATER TABLE EL. 5.5t M.H W.L. , EL. 0.60 10FORCE AAAIN -_ - I .. _. NL4TEE-.TABL(m�l 3.`�t T I�EXIST.mSEAWALL EXIST 16�D.I.P. WA ERMAIN _T � PLACE-fLOATTNG • ASPHALT' / BASE' / SUBGRADE' -_---� TURBIDITY BARRIERS TYPICAL SECTION A2 CONST. SILT FENCE 14.00 EXIST, 1:D 11.1't 29' 9.01' PROPOSED RETENTION AREA PROPOSED 13.00 12.00 11.00 10.00 9.00 8.00 7.00 - 4.0' NCRETE RUBBLE TRUCTION OF E INDIAN RIVER LAGOON SILT FENCE M.H.W.L EL. 0.60' ZACE FLOATING TURBIDITY BARRIERS i E=3' u - SOD ALL DISTURBED AREAS TURF BLOCKPARKING• TIRE STOP _ 13.00 12.00 11.00 10.00 9.00 TYPICAL SECTION D eononcrn eaewlan 1' 18' PARKING SPACE W/ 25' DRIVING AISLE 2' OVERHANG 12.00 TIRE STOP ALL 3.20' VARIES FRC4 13.0 TO 12. EL EXIST. GRADE TYPICAL SECTION D 4/W S6' 24' STAMPED CONCRETE ROAD I 12' 24' STAMPED CONCRETE ROAD 6' - S4/YY +0.2 ABOVE B.O.C. 2' 12' LANE 12' LANE 8' PLANTED 12' LANE 12' LANE +01 ABOVE B.( IXCE1si ADJACENT N TO TURF BLOCK) 'F' CURB 2' 'F' CURB MEDIAN 2' 'F' CURB 2' 'F' CURB •THICK REINFORCED CONCRETE SEE SHEET 23 FOR DETAILS AND 12' STABILIZED SUBGRADE (F.B.V. 50)\�i\//\/i//\//i�\/�/\\/\\/ \CONCRETE /\\•\\•\\\\\\\ \\r\\i\\/\\/\\/\�/\\\/\\//\\/\\/\\\ENFORCEMENT SCHEDULE) (98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENOUS MATERIAL THICK ,, (SEE SHEET 23 FOR DETAILS AND tY STABILIZED SUBGRADE (F.B.V. 50) FILL COMPACTED TO 98% MAX. DENSITY FILL COMPACTED TO 98% MAX. DENSITY REINFORCEMENT SCHEDULE) 12" GRADEASHT0 T.B.V. COMPACTION MIXED TO A HOMOGENOUS MATERIAL SECTION T1 TYPICAL MAIN STREET PAVEMENT SECTION 4, SPIN 6' 26' PAVED ROAD 6' 6' S/W 2' 'P CURB (TYPICAL) 2' I�- 8" COQUINA SHELL BASE COMPACTED TO_ MAX. DENSITY (AASHTO T-180) "` Y`r %s ..:..:.:>,. -,.•. /\1 SP 9.5 ASPHALT OVER 12" STABILIZED SUBGRADE (F.BV. 50)/\\/\��\\/\\/\\:\/\/\/\//.\//.\/\�/\�\\��\/�\\\\\i\\\/• SP 125 ASPHALT (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX. DENSITY MIXED TO A HOMOGENOUS MATERIAL SECTION T2 TYPICAL INDIAN RIVER DRIVE PAVEMENT SECTION 6' 0 12% 28' PAVED ROAD 6' O 12% BERM EL 10.25' 13' LANE IV LANE III TO EDGE I I' TO EDGE 4' 2' OF STRIPE OF STRIPE 2' 4' Y 12' VARIES: 9.46' - 7.65' 12' � 2t% 8' COQUINA SHELL BASE COMPACTED TO _ EL 7.O MAX. DENSITY WSHTO 180 - / T - - ) / 1' SP 9.5 ASPHALT OVER 12 STABILIZED SUBGRADE (F.B.V. 50)\\\\\\\\\\.\\��/\/\/.\�/\/�/�\�\\\+\\�\\�\\\� t�t" SP 125 ASPHALT (98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENOUS MATERIAL FILL COMPACTED TO 98% MAX. DENSITY SECTION T3 INDIAN RIVER DRIVE PAVEMENT SECTION +0.2 ABOVE B O.C. 2' EXCEPT 'F' CURB TO TURF 2' 13' LANE IS LANE 11' TO EDGE OF STRIPE 11' TO EDGE OF STRIPE 2% 2% DISTURBED AREAS SILT FENCE )ON EXIST. 100' R W R/W U.S. HIGHWAY I CONST. SILT FENCE 14.00 24.45' 13.00 12.00 11.00 10.00 9.00 8.00 7.00 SOD ALL DISTURBED AREAS VARIES 6-1 _TO 10,1 g� �i: XIISL GRADE -'.ExiST: PAVED ROAD, o:0- EXIST. 9.5' -ID€Ws LK- .- - .•.. 9.0,�\ - - - '- - - 15'1_ 16.00 1 EXIST. 100' R W RI 10.00' 15.00 14.00 13.00 12.00 11.00 10.00 9.00 8.00 ODAGACCfl DCTL'I,RflNJ AOCA 4' 4' SW 4' PROPOSED RETENTION AREA U.S. HIGHWAY 1 €X1Sz _ _ _.,__EXIST -GRAB PAVED ROAD _ _ 1.75' 11.75' - _ _aOKa' - -- - TOP••-EL-12:42' -- _ _ INV.10.60' TYPICAL SECTION C1 TYPICAL SECTION C2 LACE FLOA TING �TURBIDI TY BARRIERS tl \ TS SIL T FENCE EPLACE CONCqETE RUBBLE I ,.:� AC7ER CONS 77? 77ON AT OU'TFA24 12 / a 4.00 7Z�QND IMPAC� -- -G{� OUIFAL AREA 24 SFf r � y , EXIST. CONCRE7�` 7 r' RUBBLE RIP -RAP �: • -� � ,. ; _� �NOTF• INCLUDE COS�OF RIP -RAP REPLACEMENT IN THE UNIT PRICE COST OF PIPE AND STRUCTURE DS-10 f ..1 PLAN DETAIL SOUTH OUTFALL j II j avEMENT MIN. EL ABOVE TRENCH = 9.8't EXFILTRATION NOTE: m ALL JOINTS AND FITTINGS PER MANUFACTURER'S N 2' ASPHALT `� SPECIFICATIONS. ALL ANGLES ARE 45' OR LESS. (SEE DETAIL) ,. St ILIZED•.$UBGRADE 1Qp. . TO i4" {SEE DETAIETA , EL.8.75 2'ASPHALT EL 5 z 3 , COQUINA VARIES :2 G 15" 10' MIN. 14' MAX IV SIABIL SUBGRADE , N 1 VARIES EL '75 t- ` r , OnTRATION TRENCH BOTTOM: 13.50' AAHED BALLAST ROCK (MIN 507. VOIDS) s.., P 0 fv I' BOTTOM: 16.00' AAHED BALLAST ROCK MIN 50% VOIDS AVERAGE: 16.50' POLYPROPYLENE FILTER FABRIC TOP: 17.00. FDOT INDEX NO. 199 TYPE D-3 EXECRATION TRENCH SECTION EXFIL B ' 12"t COQUINA OVER RF BLOCK 1•,SAND EXFILTRATION TRENCH C\/✓ ej L 95xy TT. �` T�LES;',�:00.0�� 0, c ' � O. � 9 X7.0._ �`� EL 8.5EL • 8.25 p" 0 J=ElLLAST ROCK (MIN 50% VOIDS) MO,,! 11.00' AVERAGE: 12.00' POLYPROPYLENE FILTER FABRIC r,,,,- . � ,,,,, FDOT INDEX NO. 199 TYPE D-3 EXFILTRATION TRENCH SECTION EXFIL C EUILTRATION TRENCH SECTIONS NOTE: SEE "EXALTRATION TRENCH - STANDARD DETAILS" (FRENCH DRAIN) FOR ADDITIONAL APPLICABLE CONSTRUCTION DETAILS AND SPECIFICATIONS (SHEET 8) 0' - EXFIL A 3' - EXFIL B II J W n � O I o 0 CA 10 0 a� O 2 �- La Q�QWQ Q O U VVI O w o _ w WQUUpmic,V. zaw=�oowozmI QQ U ? QW2=pWWZ3 Q tr wO��wwa��w¢a a33w��3w�ac�.i Z U E J CL CO L N Q N Q � � C)z o� Do � 00 WoW-J ❑ 0 mQ � zWw F- z W U g0> �. I-__ coO �t oWa W < 5� Z o 04 -ti o j W �� W 0 j N W -N �cc J j Zo Q ti � 0 CN V♦ �W V r �- o LLJ U W oEW0 LLj Cl:f 0- Q ~ ceLLJ N � Z LLJ Cz 6 N z Li �- Q o 86 z U m JOSEPH W. SCHULKE FL REG. NO. ❑ JODAH B. BI FL. REG. N . 5739 ❑" TODD REG. 0. 576 DATdIC 1 2COg EET PROkECTA0. 07 27 O ti •--INIMI I =II O W � O O U h 0 � w ziiu'a� �Wa.. w 2 w a 2 U O op-t'a�ZwO�aa ~3 o��oawa�mo5 W 'a,z,zz wxx�wWwZ3�� n'r.1VU 2�- Nr 2x d33w0y3wwao • U ve o0 _J J W M i a 0 o� 0 Q 75 �� of Q 00 - V o 00 c WoW-J • O m Q 0 cz - o W U) >co N 0 00) Q0NCP W Z M WO F-1` . ¢ O ~ o > Eo Q J LL Z W W Y U>N 04 � D j Qo t ZN U I` ti U) '= T- F- z 0 F- z J J 0 �-- Z O W H— Z Q Lil W CL- I-- t!3 t-- 3 w U w J�LWO - CD w n-, rv" n nr- F-- -wV)i— >_ Z _o"dC) —z w '— M JOSEPH W. SCHULKE REG. NO. VR48 JODAH B. BI FL REG. N . 57316 TE:® ROAST NO. 07-027 z00 It 1 6' POST OPTIONS: ;n I i��OAK WOOD 2-1/2" MIN. DIA.WOOD 2"X4" OPTIONAL POST > PRINCIPLE POST 1-1 /2"X1-1 /2" POSITIONS SILT FL�V1 POSITION (CANTED 20' STEEL 1.33 LBS./FT. MIN. TOWARD FLOW) 00 Z FILTER FABRIC (IN FILTER FABRIC CONFORMANCE WITH ELEVATION SEC. 985 F.D.O.T. SECTION SPEC.) NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.) TYPE III SILT FENCE LI NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART 1, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3 TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. SILT FENCE APPLICATIONS-N.T.S. j NOTES: EXTRA STRENGTH FILTER STEEL OR 1. SILT FENCE SHALL BE FABRIC NEEDED WITHOUT WOOD POST PLACED ON SLOPE WIRE MESH SUPPORT CONTOURS TO MAXIMIZE ; �• PONDING EFFICIENCY. ATTACH FILTER FABRIC 2. INSPECT AND REPAIR FENCE SECURELY TO UPSTRE71CIDE..':� .'.� : A ;.:• AFTER EACH STORM EVENT OF POST coon • . 1• . ti FOLDS FOR 50' On Centers ( Typ.) COMPACT STORAGE As Require TYPE I. DOT FOR WATERS WITH LOW I -�` Sod 1• I I CURRENTS (NO MORE THAN ONE FOOT -Sift Barrier , AN PER SECOND) AND LIGHT WINDS: LAKES, PONDS, SMALL STREAMS, j o 0 [If 0 Anchor Bates With 2 - 2" x 2" xP, -- - - �^ Overlap Ends Stakes Per Bale. MARSHES. FLEXIBLE TOP FLOTATION NYLON ¢ ~ 50' Max. 50' Max. / SECTION WITH ENCAPSULATED EPS REINFORCED VINYL FOAM FLOTATION LOGS (6"X6"X4') -FTII Slope j ; TYPE ... ELEVATION I' I, STRESS PLATE (TO REMOVE i _ 4_ WATER SEAL PRESSURE FROM FLOATS) - Sod Ditch Bottom Inlet -1---- --- - TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE TYPE 2. DOT FOR HIGHER CURRENT PVC SLOT -CONNECTOR , Median Ditch -10' T - - WATERS (UP TO FIVE FEET PER ::- Sllt Barrier 50 Max. M `I SECOND): DEEPER LAKES, STREAMS, z o 50"x. 50 Ditch INTERCOASTAL AND TIDAL AREAS. n w INCLUDES AN ENCAPSULATED STEEL w o z Cross Drain-_ � Flow LOAD CABLE ALONG TOP OF BARRIER � � � I Bales To But# AND TREINFORCED \ Anchor Bales With 2 - 2" x 2" x 4' STRESSXPOINTSFARE WIETAH •1 Stakes Per Bale. SHIELDS. GALVANIZED #24 50Max. 50' Max. SAFETY HOOK TYPE II Sod _ ndwall "'-Silt Barrier E- PLAN I - - ------ 6' Mtn . I; Fill Slope STRESS BAND Is Limits Of Construction 22 OZ. NYLON ELEVATION REINFORCED VINYL _ DITCH INSTALLATIONS TO BE USED AT SELECTED SITES WHERE THE z �w A T DRAINAGE STRUCTURES NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE TYPE 3. DOT IS SIMILAR TO TYPE 2. I o z DOT EXCEPT THAT POLYPROPYLENE a00 BARRIERS': FOR FILL SLOPES FILTER FABRIC IS PERMANENTLY Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 12'). INSERTED INTO THE BARRIER SKIRT TO �6" VINYL COATING CABLE Secure Edges By Entrenching And Extend Under Bags and Bales. Fabric MEET SOME STATE'S SPECIFICATIONS. (ON BOTH SIDES OF CURTAIN TYPE III TO REDUCE STRAIN) Shall Meet The Requirements Of S 985 Of The Standard Sand Bag AND REMOVE SEDIMENT `' ' " r '•' '•' ` Specifications. Cost Of Fabric To Be ' �'` • �' ~ : included In The Contract Unit Price II I WHEN NECESSARY. 9' F 5 Min. Far Bated Ha Or Straw, TN. I: MAXIMUM RECOMMENDED • � �: ;; <p� Y I I• STORAGE HEIGHT. • - • • NOTE ANCHORING 0 TO BUOYS U AS 1 AUTOMATIC FLASHING LIGHT _ 3 SHOWN REMOVES ALL VERTICAL (ON AT DUSK -OFF AT DAWN) 100' 3. REMOVED SEDIMENT SHALL t �'`" ' BE DEPOSITED_ TO AN AREA :::t = _..� �-Loose Soil Placed By Shovel And Lightly ° Loose Soil Placed By Shovel And lightly BLOW-UP OF FORCES FROM THE CURTAIN, ON CENTER SHALL BE USED IN THAT WILL NOT CONTRIBUTE ; .:::: =:.:'�: 10' MAXIMUM SPACING WITH Compacted Along The Upstream Edge IZ Compacted Along The Upstream Edge Of Bales. HENCE, THE CURTAIN WILL NOT NAVIGABLE CHANNELS ONLY `:�. WIRE SUPPORT FENCE 6' SHACKLE SINK FROM WIND OR CURRENT SEDIMENT OFF -SITE AND Of Bales. BUOY ATTACH LINES CAN BE PERMANENTLY MAXIMUM SPACING WITHOUT PLAN PLAN ' CONNECTION LOADS. 1' STABILIZED. WIRE SUPPORT FENCE 1' STEEL OR WOOD POST- Roll --� Post cv z TO SHACKLE I 36" HIGH MAX. 3F � 0 PONDING HEIGHT PONDING HEIGHT i 11 5 FLOW FLOW 00 5_� ' T t' Mtn. Recammenffl�- -- d 5' Typ 1' Min. Recommended WATER SURFACE I' Z Z Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale CANAL/DITCHBED I' CURTAIN Anchor Top Bales To Lower Bates With 2 - 2" x 2" x V Stakes Per Bale. 4"X6" TRENCH WITH 3/4" MIN. DRAIN ROCK ELEVATION ELEVATION - Z COMPACTED BACKFILL TRENCH DETAIL INSTALLATION WITHOUT TRENCHING Application and Spacing: The use of Types I & it bate barriers should be limited to the conditions outlined In Chart 1, Sheet 1 of 3, Index No. 102 ORIENTATION WHEN INSTALLED TYPE IL TYPE I �IDAL SITUATION -TYPE III)-N.T.S. TYPE IV SILT FENCE-N.T.S. BARRIER FOR UNPAVED DITCHES 3' MIN. I STAKED AND TRENCHED WIRE REINFORCED STAKED AND LOOPS SIZED FOR 1" REBAR. SILT FENCE r/� TRENCHED SILT FENCE LIFT FILTER BAG FROM INLET Y4" TIE ROPE FLOTATION ALL SEAMS HEAT SEALED ECONOMY FABRICS AVAILABLE 18 OZ. 300 LB./IN. STANDARD Y4" CHAIN TOP LOAD LINE %6" VINYL COATED CABLE FLOTATION FOLDS EVERY 6' STRESS BAND STRESS PLATE 16 CHAIN BALLAST AND LOAD LINE 100' STANDARD LENGTH 18 (OR 22) OZ. VINYL COATED NYLON PVC SLOT -CONNECTOR FLOATATION STRESS PLATE LAP LiNK 5/6" CHAIN GALVANIZED #24 SAFETY HOOK USING REBAR FOR HANDLES. S INLET GRATE STAPLES I i ONCRETfl PLYWOOD, 4 X2 PAINTED WHITE ' PER BALE) SURFACE STRAW BALE ASHOIJ BLACK LETTERS RUNOFF �--- 4" TYP. Y4" BRIGHTLY COLORED NYLON ROPE, EXPANSION RESISTANT Q Q WOOD OR METAL OVERFLOW HOLES (OPTIONAL) STAKES (2 PER BALE) BINDING WIRE 10 mil PLASTIC LINING V) 6" HEIGHT LAG SCREWS (2" DIA.) I- NATIVE MATERIAL SECTION B - B I WOOD POSTS DOUBLE ROW STAKED SILT FENCE FOR USE AROUND LOOPS SIZED FOR 1" REBAR. GEOTEXTILE BAG (OPTIONAL) (4"X4"X9') USE REBAR FOR A HANDLE TO 9' MIN. I '`� WETLANDS-N.T.S. EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. NOTES: 1 ACTUAL LAYOUT STAKE(TYP.) Anchor Bales With 2 - 2" x 2" x 4' 2"X2"X3Y4" RUBBER BLOCK DETERMINED IN Sidewalk- Stakes Per Bale. DEPTH=TMP' ) THE FIELD. A Open 2. THE CONCRETE Riser O WASHOUT SIGN -- SHALL BE Apra Ditch Ditch :' a °' INSTALLED WITHIN Curb & Gutter '�- Curb & Gutter - _ a • d TEMPORARY < ` ' ' : '• ° , " CONCRETE F. PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES FRAME 2"X4" WOOD FRAME CROSS BRACE I. GATHER 02 EXCESS AT CORNERS DROP INLET WITH GRATE 2"X4" WOOD FRAME VIEW OF FRAME WITHOUT VIEW OF FRAME WITH SILT FENCE SILT FENCE 2"X2" STAKE FABRIC O p � Z. Z Ca Z- Y w SILT FENCE INLET PROTECTION-N.T.S. I EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls shall be in accordance with `Best Management Practices' as described in the Florida Land Development Manual: A Guide to Sound Land and Water Management. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS NOTES: N.T.S. *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLANDS IS' PERMITTED. c. ALL- STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED 100 FT. FROM WETLANDS. <•�. e 4 c ROCK BAG POLY WHATTLES OR GEOHAY CURB INLET FILTER-N.T.S. LOW TO MODERATE FLOW GEOTEXIILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS. GRAB TENSILE ELONGATION ASTM D-4632 209 PUNCTURE ASTM D-4833 120 LBS. MULLEN BURST ASTM D-3786 800 P.S.I. TRAPEZOID TEAR ASTM D-4533 120 LBS. UV RESISTANCE ASTM D-4355 80Y APPARENT OPENING SIZE ASR4 D-4751 40 US SIEVE FLOW RATE 0% D-4491 40 GAL IN. So. Fr. PERMrfTM1Y JASTM 0-4491 10.55 SEC. -1 MODERATE TO HIGH FLOW GEOTEXDLE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB T7TISI - STRENGTH ASTM 0-4632 265 LBS. GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE AMU D-4833 135 LBS. MULLEN BURST ASTM 0-3786 420 P.S.I. TRAPEZOID TEAR ASTM D-4533 45 LBS. UV RESISTANCE ASTM D-4355 90% APPARENT OPENING SIZE ASTM 0-4751 20 US SIEVE FLOW RATE IASTM D-4491 200 GAL MIN. SQ. Fr. PERMITTIVITY I ASTM D-4491 11.5 SEC. -1 STRAW;' BALE (TYP.) A CONCRETE WASHOUT SIGN DETAIL ,OR EQUIVALENT 10 mil PLASTIC LINING WASHOUT FACILITY. I PLAN 12" DIA. FILTER SACKS FOR TYPE "ABOVE GRADE" WITH STRAW STEEL WIRE GRATED INLETS AND BALES STABILIZED STAPLE DETAIL ROADWAYS-N.T.S. I i r.nNIrRFTP' Ar CTI irrr \A/QCTP' AAANA(,P-AAP1`\IT-N1 T C STANDARD CONTAINMENT SYSTEMS LIGHT BUOY ANCHOR (AS RECOMMENDED BY THE MANUFACTURER) POLY WHATTLE OR GEOHAY 'a ROCK BAG---' ROCK BAGS SOCK -PIPE OR ROCK BAG INLET FILTER-N.T.S. T T 1 1 T T 1 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2% OR GREATER i SUPPLY WATER TO FILTER FABRIC WASH WHEELS IF SECTION A -A NECESSARY. SPILLWAY j STRAW BALES, SANDBAGS OR CONTINUOUS BERM OF EQUIVALENT HEIGHT. o o L`) �u- i NOTE: J lI USE SANDBAGS, STRAW BALES FLOW/ ^ `FLOW' OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO _ I BASIN AS REQUIRED. NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. I 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC PLAN RIGHT-OF-WAY. i 3. WHEN WASHING iS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED IDGE STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT-N.T.S. EXISTING TR DIAMETER V) ORANGE VIN CONSTRUCTI CHAIN LINK FENCING OR EQUIVALENT NOTES: 1. ALL TREES REfAINIP SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. 2. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. 3. INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. 4. FENCE/BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TRESS OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. 5. DO NOT PARK HEAVY EQUIPMENT ON TREE ROOTS. DO NOT ADD FILL 4" TO C AROUND TREE. ALL WORK WITHIN THE CRZ MUST BE DONE BY HAND. i ELEVATION EXISTING TREE TRUNK - DIAMETER VARIES III PLAN PROTECTIVE FENCING FOR TREES-N.T.S. T-POSTS OR APPROVED j ATIVE j ORANGE VINYL CONSTRUCTION FENCING, CHAIN LiNK FENCING, SNOW FENCING OR OTHER SIMILAR FENCING AT LEAST (4') HIGH AND SUPPORTED AT A MAXIMUM OF TEN -FOOT (10') INTERVALS BY METAL T-POSTS OR APPROVED METHODS SUFFICIENT TO KEEP THE FENCE UPRIGHT AND iN PLACE. WOODEN STAKES AND REBAR POSTS ARE NOT CONSIDERED AS AN APPROVED METHOD SUFFICIENT ENOUGH TO KEEP THE FENCE UP RIGHT AND iN PLACE. NOTE: ALL STOCKPILES SHALL BE A MAXIMUM OF 25' HIGH. LMMMMMMW� to SECTION A -A mmmmj-�,,� SILT FENCE AND/OR NOTE: HAY BALES (TYP.) FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED SEDIMENT CONTROL DETAIL FOR STOCKPILING OF PERIODS, THE AREA SHALL BE SEEDED AND MULCHED. ERODIBLE MATERIAL-N.T.S. EROSION CONTROL AND DEWATERING NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SiTE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABiLIZA11ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABIUZA11ON SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABIUZA11ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT iS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABIUZA11ON OF ALL SOIL STOCKPILES ON SiTE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SiTE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABUSHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED W11HiN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DiTCH, OR CHANNEL ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE iN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. i 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SiTE STABIUZA11ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS. 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVIiIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE, 18. NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALIFY STANDARDS. B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. i 20. GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SiTE ACTIVITY A. BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SiTE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGE WATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS. IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEP INDUSTRIAL WASTEWATER PERMiTTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. All KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 232, ORLANDO, FL, 32803), WITH A LETTER NOTIFYING THE AGENCY THAT DEWATERING ACTIVITIES WILL COMMENCE PURSUANT TO 62-621.300(2) FAC. AND THE SITE QUALIFIES FOR THE GENERIC PERMIT, B. THE FACiL.ITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINT SOURCE TO SURFACE WATERS OF THE STATE, AS DEFINED IN CHAPTER62-620, FAC., ONLY IF THE REPORTED VALUES FOR THE PARAMETERS LISTED IN TABLE 1 DO NOT EXCEED ANY OF THE LISTED SCREEING VALUES. C. MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY (30) DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6) MONTHS FOR THE LIFE OF THE pROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT. SAMPLES TAKEN IN COMPLIANCE WiTH THE PROVISIONS OF THIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MiXING WiTH THE RECEIVING WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS LISTED ON TABLE i. SCREENING VALUES FOR DISCHARGE INTO: Parameter Fresh Waters I Coastal Waters Total Organic Carbon (TOC) !mg/L i 10.0 mg/L - pH, standard units ^10.0 6 0-8.5 6.5-8.5 Total Recoverable Mercury 0.012 P9A 10.OZ5 yq, L Total Recoverable Cadmium 9.3 pg/L 9.3 pg/L Total Recoverable Copper 2.9 jug/L ? 2.9 pg/L Total Recoverable Lead 0.03 mg/L ; 5.6ymg/L-A Total Recoverable Zinc 86.0 'Ng/L 86.0 AIg/L Total Recoverable Chromium (Hex) 1 1 0 pag/L 50.0 AIg/L Benzene Ng/L 1.0�j�ug/L �1.0 a hthalene 100.0 Ng/L 100.0 jug-/L� D. IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THIS PERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BE SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION. E. IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE iNDMDUAL WASTERWATER PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS. e, � 00 la rn 0 0 W � s A J w o Of I 0 0 o o N o r- a .- 2 W W z 'R o � � w EW (n' a¢zWo�Qa~3 wOS=ww�-�C7w�a �a3-s �i��3w�aU U • E J (0U Pt--M` Q � � c O LL � � Q o0B-w �'(00=o SaoU"- Z 0 Q C w0WJ 0 m Q (6 O 1 CLQ�� .'v V E N� W oZ WCD �~ - Q F'" W o 0 Z�J 00 ILL W w�� W �v>N �(Co J j Zo T I � Z `\I rVn v w V) O Q F- w Z � C) Q Z Z O N (n O OR ~ W Z o W U L'J W W V) - ) • m Q Z W W a� LL- Q o _ 86 0 F- Z 0--- Q1 JOSEPH W. SCHULKE / FL REG. NO. 7048 0 JODAH B. FL REG. 0. 57 96 ❑WIW STOD RE 0. 57 DATE: 0 T 13 200 1.0 B PRO C NO. 07•-027 I .. ... .... ....... I • � I SPECIFICATI❑NS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY C❑NSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION-, LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH -STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' AS THE 'STANDARD SPECIFICATIONS- FOR THIS PROJECT. INADDITION HE CO NTRACTOR ONTRACTOR SHALL REFER T H ' O T EF DOT ROADWAY AND TRAFFIC R' DESIGN STANDARDS-, LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHERSECTION ARTICLE R PARAGRA PH APH IS REFERRED TO T H , I SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK, THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL HE CORRECTED AT THE CONTRACTOR'S EXPENSE,', CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS,'ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING ' THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 Ft.+- FROM THE PLAN CROSS SECTIONS, GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR 13THER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD, HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE SOD, SOD SHALL BE ST. AUGUSTINE OR ARGENTINE BAHIA - AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY, ALL SODDED AREAS ARE TO HE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. EXISTING EARTH SURFACES SHALL BE COMPACTED/PROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT MATERIAL, MATERIAL, UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE 'TYPE 2 MATERIAL'. COMPACTION, 12' COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A,A,S.H.T.O. T-180). - MIN. 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS COMPENSATION, COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY 8Y THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE. EMBANKMENT AND BACKFILL MATERIAO TYPE 1, WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71a, GRADATION 67) - %1' TO No. 4 SIEVE. TYPE 21 SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN IY2 INCHES IN DIAMETER, i TYPE 31 SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 37 FINES PASSING THE NO. 200 SIEVE. STAKING S I D CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. I 1 STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR B. S T N ON THE L. R, PER R P LAN FOR THE DEPTH AND LIMITS SHOWN PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED To AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL. 2• BASE COURSE THE BASE H S ALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN 3. ACCORDANCE WITH SECTI N O 915 OF THE STANDARD DA D SPECIFICATIONS, LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL, BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND TO AN L.B.R. VALUE WHEN SPECIFIED ON PLANS. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. 4. PRIME AND TACK COAT 5. PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. 6, ASPHALT CONCRETE SURFACE COURSE (A.C.S.C,) 7. TYPE SP 9.5 & TYPE SP 12.5 A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 81 320, 330, AND 334 OF THE STANDARD SPECIFICATIONS. CEMENT CONCRETE PAVEMENT, CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS I) PAVEMENT IN ONE COURSE ❑N A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346 AND 350. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS. i CURB I ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. = INDEX No. 300. PROVIDE CONTRACTION JOINTS AT 10-FOOT D.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS, TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS, A. EMBANKMENT, I (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 5,000 SF. INTERVALS FOR EACH 12' LIFTS CONSTRUCTED, AND AT ALL EXISTING PROOFROLLED EARTH SURFACES I B. SUBGRADE, (1) F.B.V / L.H.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. BASE, (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. S I D. PIPE BACKFILLI i I 1 (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 Ft. INTERVALS, Y ABOVE PIPE, F BELOW GRADE, MIN., AND AT PIPE DEPTHS GREATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL E. STRUCTURES, (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE BACKFILL FOR EACH 12' LIFT, 2. ADJACENT TO EACH STRUCTURE INSTALLED. I F. BUILDING PADi - i 3. (1) AS SPECIFIED IN ARCHITECTURAL PLANS, G. CURB PADS - (1) DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP 4, THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE 5, LEFT IN A NEAT, CLEAN, GRADED CONDITION. 6 DRAINAGE STRUCTURE SPECIFICATIONS I 7. STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fy = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS/MANHOLES ALL STORM INLETS SHALNGS IN E EEDITION, EBEEUSED OTHE 'FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS-, LATEST TYPE II PORTLAND CEMENT SHALL IN CONICRETE MIX. D CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. SI CULVERT PIPES iB INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS AT THE LOCATIONS DEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO 2 PSI) PIPE JOINTS AND PIPE/STRUCTURE JOINTS, ALL JOINTS SHALL BE GASKETED. REINFORCED CONCRETE PIPES (R.C,P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS, ADS (CORRUGATED POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-2.3 OF THE STANDARD SPECIFICATIONS. I BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4' LIFTS TO THE SPRINGLINE MAXIMUM 6' LIFTS, TO A POINT 12' ABOVE THE PIPE, AND IN 12' LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFLL, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR BY THE ENGINEER. i FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DESIGN STANDARDS INDEX NUMBERS 201 do 280. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE DESIGN STANDARDS. INDEX 199. THE FABRIC SHALL EXTEND D A MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINUMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHAL L COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA, RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES INLE - TS UTILITY MAINSAND AS HUI T F SIDEWALKS - ❑ ALL LAKE BANKS L T/ LD I EWALKS ❑ B G., PADS, SWALES, BERMS, CURBS, PAVEMENT, S D DEPICTING DEPICTING HORIZONTAL LOCATION AND ELEVATIONS, CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT, THE CONTRACTOR S HALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES, INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE, A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS, B. PRIOR TO BACKFILLING ANY PIPE TRENCHES, C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C,S,r- H. UPON COMPLETION OF CONSTRUCTION. ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING, - PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION. - SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION, - BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE. WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION. IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. - TRAFFIC/PAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAiNT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO.710. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. 4. STOP BARS SHALL BE 24" WIDE. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN WITH F.O.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE ROADS/DRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No.17346. SIGNS, 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACC❑RDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O,T. INDEX No. 11860, 11863, 11865. WIND LOAD SHALL BE ZONE 3 (80 M,P.H,), 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. ADDITIONAL SPECIFICATIONS FOR WORK WITHIN A PUBLIC R,O,W,I 1. ALL MATERIALS AND CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO, 2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR SHALL PROVIDE NECESSARY M,O,T. AS SPECIFIED IN THE PLANS AND PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKS/ D F OT REPRESENTATIVE. 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS EVENTUALITIES SUCH AS HURRICANES, 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE ANY EXCAVATION WITHIN THE FOOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. 6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR, CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FL13RIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE APRE-CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 OR 1-800-300-8236. 8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9, ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. 10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL HE BACKFILLED IN ACC❑RDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMP❑RARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9100 AM AND ALL LANES ARE TO OPENED BY 4100 PM. 12. PAVEMENT SPECIFICATION, MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2' MAXIMUM„ INCLUDING FRICTION COURSE. , i I ... . _ _ __ . _ _ . . .. . ... ................... T . .I . .. . TOPSOIL SOD MUST BE FLUSH WITH SIDEWALK WIDTH PER PLAN 111 \1 0.02 FT./FT. TO CURB A A AGGREGATE CONCRETE GRID EDGE RESTRAINT I •• ii . • ; , .• 1 IN. BEDDING SAND ASPHALTIC CONC. (*) • ,;:'� :: .i' ' :• i , I- - - I' 9 I I- (MIN. 1000 P.S.I. MARSHALL) COQUINA A SHELL COMPACTED Q T ( ) :'•• °!--_ - - -i - a �. &': a &.' f__-_-i i-•4 RST• I �I�-�I� 8% MAX - TO 9 DENSiT1' AASIiTO T 18 - I . STABILIZED SUBGRADE (*) (F.B.V. 50) TURF BLOCK . - (98% COMPACTION AASHTO T-180) : TO A HOMOGENEOUS _ -� -{ I MIXED MATERIAL IH I=I I �_� I I-1 I I= I - �= FILL COMPACTED TO 1. 1111 II II I I�Tj I {I 11{ jl j { j _VA 98% MAX. DENSITY - SECTION A -A ; :* DEPTH OF MATERIAL PER SCHEDULE BELOW BASE EXTENDS 121N. MINIMUM OF 6 IN. COQUINA SHELL ! SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. i OYP A TEED TO 98 oMAX. BEYOND GRID PERIMETER (*) COMPACTED EXISTING SOIL SUB -GRADE 'TYPICAL ASPHALTIC CONCRETE PAVING SECTION COMPACTED TO 98% MAXIMUM DENSITY HANSONPAVERPRODUCTS.COM I ' (800)273-7084 1. INDIAN RIVER DRIVE VEHICLE PARKING BEHIND CHAMBER NOTES: . . '1" SP 9.5 & 1 1/2" SP 12.5 1 1 2" SP 12.5 / * MAXIMUM DIMENSIONS OF CONCRETE GRID PAVING UNITS ARE 24 IN. LONG BY 24 IN. WIDE I 8" 6� COQUINA AND A MINIMUM NOMINAL THICKNESS OF 3A IN. "COQUINA ..:12 STABILIZED SUBGRADE 8 STABILIZED SUBGRADE * THE MINIMUM REQUIRED THICKNESS OF THE WEBS BETWEEN THE OPENINGS IS 1 IN. I * THE MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE GRID UNITS SHOULD AVERAGE 5,000 I TRAILER PARKING AREA (2 DETAILS/LOCATIONS) PSI (35 MPa) WITH NO INDIVIDUAL ONE LESS THAT 4,500 PSI (31 MPa). i (D ABOVE EXFILTRATION TRENCH O2 TRAILER PARKING AREA TYPE 'D' CURB * AVERAGE WATER ABSORPTION SHOULD NOT EXCEED 10 LBS PER CUBIC FOOT 2" SP 12.5 2" SP 12.5 (SEE NOTE8) THICKER BASES OR THOSE STABILIZED WITH CEMENT WILL BE REQUIRED OVER A HIGH WATER 10" TO 14' COQUINA 8" COQUINA TABLE, IN LOW-LYING AREAS SUBJECT TO FLOODING, OR OVER CONTINUALLY SATURATED 12" STABILIZED SUBGRADE SOILS. 4" THICK CONCRETE MINIMUM. � I J`" "- 3,000 P.S.I. 0 28 DAYS. --_./ �j EWALK NOTES: ALL MATERIALS AND C❑NSTRUCTI❑ R❑ UR HALL IN A N P CED ES S BE ((❑RDANCE WITH THE 'SUGGESTED SPECIFICATI❑NS FOR CONCRETE AREAS` PREPARED BY THE P❑RTLAND CEMENT ASSOCIATI❑N AND IN ACC❑RDANCE WITH FD❑T INIIEX NO, 310, SAWED JOINTS SHALL BE C❑NSTRUCTEB AT A MAXIMUM ❑F 5-FEET ❑.C., AND SHALL BE IN ACC❑RDANCE W/ FD❑T INDEX NO, 310. AT LEAST THREE (3) COMPRESSIVE RES IVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE ❑F V 5 R J FEET PAVEMENT DR FIVE <) PER ❑B, WHICHEVER IS GREATER. SLUMP SHALL BE2 T❑ 4 INCHES (AASHTO T-I19), COMPR ESSIVE STRENGTH SHALL BE REP❑RTED AT 7, 14, AND 28 DAYS, CONSTRUCT UP❑N FIRM, STABILIZED GROUND, COMPACTED TO 98% MAXIMUM DRY DENSITY, SURFACE WITH LIGHT BR❑❑M FINISH. SOD ALL DISTURBED AREAS. RECESS SIDEWALK AS REQUIRED IF BRICK PAVERS CALLED FOR IN PLANS SIDEWALK/CURB MAY BE C❑NSTRUCTED AS ❑NE INTEGRAL P❑UR, PR❑VIDE MIN. 8'x8' THK'N EDGE, DETAIL AND SIDEWALK / BIKEPATH SPECIFICATIONS WHERE ADJACENT TO TYPE 'D' CURB SOD MUST BE FLUSH WITH SIDEWALK 4" THICK CONCRETE MINIMUM. 3,000 P.S.I. ® 28 DAYS.-------.-/ DEWALK NOTES, ALL MATERIALS AND CONSTRUCTI❑N PROCEDURES SHALL BE IN ACCORDANCE WITH THE 'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO, 310, SAWED JOINTS SHALL BE C❑NSTRUGTED AT A MAXIMUM ❑F 5-FEET ❑.C., AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO, 310. AT LEAST THREE (33 C❑MPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET ❑F PAVEMENT I3R FIVE (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REP❑RTED AT 7, 14, AND 28 DAYS, CONSTRUCT UPON FIRM STABILIZED GROUND COMPACTEDMAXIMUM DRY DENSITY. SURFACE WITH LIGHT BROOM FINISH. s T❑ 57 9 . SOD ALL DISTURBED AREAS. CONST. 6' THICK AT DRIVEWAYS DETAIL AND SIDEWALK / BIKEPATH SPECIFICATIONS EVELOPER TO INSTALL SIDEWALKS ADJACENT TO COMMON AREAS. DEWALKS ON RESIDENTIAL LOTS TO BE CONSTRUCTED BY HOME UILDER. SEE THIS SHEET FOR ADDITIONAL CONSTRUCTION . AND TESTING SPECIFICATIONS TURF BLOCK DETAIL i PAVEMENT CONSTRUCTION SCHEDULE . MWMI CURB 7WSRION TYPE 'F' CURB Future Curb An . 2, i Gfitter Construction B 20 1•_1. A 300Q PSICONCREt.W/.6'Xfi 19/10 WWF . � - - --•� . MATCH EXISTING PAVEMENT C EX STI G THICKNESS. CONSTRUCT D.O.T. TYPE SP 9.5 ASPHALTIC CONCRETE SURFACE; PRIME COAT ALL SURFACES AND EDGES PRIOR TO SURFACING r-1" SP 9.5 (T.L. 'C') " 1 �" TYPE SP 12.5 (T.L. 'C') 8' COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 12" STABILIZED SUBGRADE (176V 50) (98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENEOUS MATERIAL REMOVE EXISTING BACKFILL MATERIAL 1-.,i2"4:_`��/1-,Y, Fill COMPACTED TO AND GRADE UNIFORMLY TO RECEIVE 12"MIN. 987. MAX. DENSITY THICK COQUINA BASE COMPACTED TO 100% OF MAXIMUM DRY DENSITY AASHTO T-180 EXIST PAVEMENT NEW PAVEMENT PAVEMENT BUTT JOINT Surface On tow Side Of Pavement To Be �'Abovs Lip Of Gutter Surface .I On High Side To Be Flush With Up Of . Curb Or Curb & Gutter. 8" _ !-Slaps Yartee ' As Shown On Plana •+r_ EV. Joint o m y ame PavL 'Q` 7}' Std. I W d. a a e r a 8' min? a i^ A C 3.00' B AppOee to both high and tow sides of pavement. !ow stds aho+m. Vile GutterbCurb And Gutter�'nd,`,-:[:!��CURB B AND GUTTER D E A CUR AN TYPE .:STA6t h $. L ZE UBGRAD Lf'..5 1_=�' j PLAN ADJACENT TO F1 FXIBLE PAVEMENT CUB S R TRAN I110N DET IL A TYPE F V-10" V-2" Note: For use adjacent own. ja t to concrete or flexible pavement, concrete shown. I For details i r 1 depicting usage en see diagram right ad cen# to flexible pavement, 9 - .' 8" eP 9 9 la P 9 PAVEMENT SECTION HANDICAPPED PARKING ON NORTHWEST PARKING LOT Expansion joint, preformed Joint filler and joint seat are required between curb I: :�, p' �rr� 7}�Std. g" do gutter and concrete pavement only, see diagram rigfii j I; iv rMs� s 7n aeVnTmN ^ VLET GRATE --- m6. In! - Joint Seal I ' . 1' \ I X-0" I • I - 11 6' 3/4'R I i r1�4" SECTION AA �- (��nd Of Curf� Y' IF GRADED TO DRAIN TO CURB; FLUSH IF GRADED TO • .r1 .. - •,, ,...1.:•.: i . PAVEMENT I •"' AWAY FROM CURB �� o a .' ::: a' -6" t'-to' .. .. . , 4DRAIN x a - .d - _ r.�: .- o ry 24" I * ' 8"X24' RIBBON HEADER CURB ' i 1 • i ; MOD. MIAMi CURB DETAIL Zi`:l Q d°, a. a a li-E� 91 �. ro ; I.I I ''4' COQUINA SHELL COMPACTED TO GENERAL NOTES . 'E . S �;,98% MAX DENsn t (AASHTO T-180 . • 1. For SECTION 98 curb gutter,and curb and gutter provide i"- ` UNIFORM CROSS SLOPE TO MATCH EXISTING AND UNIFORM GRADE PARALLEL TO ROADWAY TO MATCH ELEVATIONS AT LIMITS OF WORK SAWCUT TO A STRAIGHT AND, TRUE EDGE -� I 6"---REMOVE EXIST. --i PAVEMENT �__l I r1121 ConC. POJt t Expl Joint And IEdge Of Pavt. PLAN Edge Of Pavt.PLAN Preformed Joint FIller '� 17}'Std. TYPE D i 0 6' Min* 1 3' Tr na Trans. ly- Top Of Curb-��---}-� Top Of Curb -� }� Gutter 1 Gutter 1 PROFILE PROFILE Q i FLARED END STRAIGHT END u I„ ' ' joints at 10 centers (max.). Contraction joints adjacent to concrete Slope To Fit •4' = pavement on tangents and flat curves are to match the pavement 1'-t0' '-2' Driveway CURB AND GUTTER TYPES E & F ALL COMPACTED TO joints, with intermediate joints not to exceed 10' centers. 1 - O .. . _ 98% MAXIMUM DENSITY Curb,gutter and curb & gutter expanslon joints shall be located In Q _ " ';.1; W accordance with Section 520 of the etandaM specifications. c fi - e 7 7} Std e " / ' 2. Ends of Curbs Types B and D ahali transition from full to zero - - ' }RStd, f) m6• Myl, 1 3 4 R. heights in 3 feet 'o B" Min. I . ,. I Note: To be paid for as parent curb. CONCRETE RIBBON/HEADER CURB DETAIL i ' 3-6" DROP CURB I i SECTION CC 2' "' 2' VALLEY GUTTER 3' I (�,P) I P,V.C. CAP PAVED ROAD/PARKING CURB DETAILS / SPECIFICATION �\ ti.;, ^ . Tire a =: n M,.i, e Sy; 'i iC1::'i ,'•I:' .} : ;.tit , ,} _ � I CD :'•", j5,..;a ;r. %'i1 - - - _ =Gorr_ _ _tl ::;,e.*;b';•: +`....;S : Z -v�=\_�a_�o_� S"-"'_�,�-�-_ =v- -ar=raja=rn=ra_ar-rrr_ra_rir=m=i= 1X' SP-9.5 (MIN.) BUT SCHEDULE 40 WHITE P.V,C, 90' BEN SHALL MATCH EXISTING I PAVEMENT THICKNESS, ( LENGTH REFLECTED IN BID TABULATION UP TO ,%' (MAX). I - li -EXISTING TRENCH WIDTH 'W' + 4' MIN, 1. CONTRACTOR TO INCLUDE NECESSARY P,V,C, 90* BENDS, P,V,C, CAPS, AND STUB -OUTS IN BID, BASE REPLACEMENT SURFACE RESTORATION 6' INM3R�IFTS BASE MISCELLANEOUS CONDUIT MECHANICALLY MIN. 98% COMPACTION SAW EXISTING P VEMENT CN❑T T❑ SCALE) I TRENCH WIDTH 'W' + 4' MIN. SURFACE REST A ON N.T.S. • ///////////// // ,� '• I I / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / X' ECHANICAL COMPACTION NOT I //////�//////// w ALLOWED BELOW THIS LEVEL I• I / ': / / / / / / / / / / / / / U SUBSEQUENT BACKFILLI MATERIAL SHALL MEET THE SAME REQUIREMENTS / / / AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE BACKFILLED AND j a COMPACTED (MECHANICALLY) IN 12' LIFTS, AND THE MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS SHALL BE 2 INCHES. 6' MAX. LAYERS OR OTHER APPROVED INITIAL BACKFILLI TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, METHOD TO ACHIEVE ! AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM 98% COMPACTION - BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING 6' MAX, LAYERS OR 0i M CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER, - HAND SkAPEII TO PROVIDE FIRM BEDDING OF OTHER APPROVED •-' THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, BOTTOM ❑F TRENCH TO BE CLASS 'C' BEDDING THE UNDISTURBED EXISTING SOIL FOR THE PIPE. METHOD TO ACHIEVE MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN -HAND SHAPED TO PROVIDE FIRM BEDDING OF IN THE JUDGEMENT OF THE ENGINEER, IF THE 98% COMPACTION CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN THE UNDISTURBED EXISTING SOIL FOR THE PIPE. SOILS ENCOUNTERED ARE UNSUITA$LE TO ACT AS /�/ DIAMETER. MATERIALBE PLACED AND IN THE JUDGEMENT O H ENGINEER, IF THE A FOUNDATION FOR THE PIPE, THEN THE 4' MAX. \ COMPACTED IN LIFTHE SPRI NGLINE OF THE PIPE, SOILS ENCOUNTERED ARE U NSUITA LE TO ACT AS CONTRACTOR SHALL EXCAVATE AND BACKFILL LAYERS AND IN 6' LIFTS TO A POINT 12' ABOVE THE TOP OF PIPE. A FOUNDATION FOR THE PIPE, THEN THE WITH CLASS 'B BEIIDING MATERIAL, ATER AL WHICH H AT 98% NO MECHANICAL COMPACTION WILL I BE ALLOWED FOR THE INITIAL CONTRACTOR SHALL EXCAVATE AND BACKFILL , SHALL CONSIST OF EITHER, / (t! .- BACKFILL. IF IN THE OPINION OF THE ENGINEER, I EER THE TYPE 2 WITH CLASS B BEDDING 4 MAX, I MATERIAL WHICH LAYERS - AC i TYRE i B KFILL WELL GRADED CRUSHED MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT SHALL CONSIST ❑F EITHER, STONE OR CRUSHED GRAVEL (ASTM C33-710, 12' PIPE 12' MAX, WATER LEVEL FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE - TYPE 1 BACKFILLI WELL GRADED CRUSHED AT 98% GRADATION 671 - TO NO. 4 SIEVE. p,D, ALLOWABLE DURING 3 BACKFILLI SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC STONE OR CRUSHED GRAVEL (ASTM C33-71a, - TYPE 3 BACKFILLI SELECT GRANULAR SAND CONSTRUCTION MATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE, GRADATION 67) - J' TO NO. 4 SIEVE. MATERIAL, FREE OF ORGANICS WITH LESS TRENCH WIDTH UNDISTURBED SOIL - TYPE 3 BACKFILLI SELECT GRANULAR SAND THAN 3% FINES PASSING THE NO, 200 SIEVE. W, MATERIAL, FREE OF ORGANICS WITH LESS NOTES I THAN 3% FINES PASSING THE NO. 200 SIEVE. I . I. NOTES Sldewa/k Curb N ( Where Necessary ) I r 12 (Not Required 3'Mth To Exceed 8' In Length) 2' Min \ ` � ti 1 ��• Ei 1 ��. -9X/ ✓'�- m Crosswalk width and oonflgumflon vary; nxlst conform to Index No. 17344 and 0346. PLAN Landing R . Pavt 2' 6" Sidewalk Curb (Where Necessa ) ry 0.0 2 T � SECTION AA CR 26 DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK COMBINED CORNER RAMPS UNDER CONDITIONS OF INFEASIBILITY OR TI 12, [_ 1 --'-i MIN, o i Mz moo: �/, ��/� o rh tU �X �� / \�, \/ _ i° / / /I N .-, TRENCH WIDTH ,W, v / . 06 W . _ _J F- I.d..i WW i J T� i %0 �-- ECHANICAL COMPACTION NOT V S 16' MEDIAN CURB & GUTTER F.D.O.T. TYPE A INDEX #300 �/` ALLOWED BELOW THIS LEVEL SUBSEQUENT BACKFILL+ MATERIAL SHALL MEET THE SAME REQUIREMENTS AS F❑R INITIAL BACKFILL, EXCEPT THAT IT MAY BE BACKFILLED AND COMPACTED (MECHANICALLY) IN 12' LIFTS, AND THE MAX, ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS / � SHALL BE 2 INCHES, I INITIAL BACKFILLI TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK AND OTHER ORGANIC MATERI AND HALL NOT CONTAIN MATERIALS, A S CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 1% INCHES IN DIAMETER, MATERIAL SHALL BE PLACED AND COMPACTED IN 4 LIFTS UP TO THE SPRINGLIKE OF THE PIPE, AND IN 6' LIFTS TO A POINT 12' ABOVE THE TOP OF PIPE, NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL BACKFILL, IF IN THEP ENGINEER, THE TYPE 2 ❑ IND]N ❑F THE EN ,NEE , H Y E MAX. WATER LEVEL MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT ALLOWABLE DURING FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE CONSTRUCTION 3 BACKFILLI SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC MATERIAL WITH LESS THAN 3% FINES PASSING A NO. POO SIEVE, UNDISTURBED SOIL I 1. WHERE S❑IL C❑NDITI❑NS CANNOT BE MAINTAINED AS SHOWN ABOVE, j PROVIDE APPROVED METHOD OF CONSTRUCTION. ! i. WHERE SOIL C❑NDITI❑NS CANNOT BE MAINTAINED AS SHOWN ABOVE, . PROVIDE APPROVED METHOD ❑F CONSTRUCTION. 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, I 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS, C1-1/2' MIN, THK,) 3, NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS, (1-1/2' MIN. THK.) 4. COMPACTION PERCENTAGES SH❑WN REFER TO A,A,S,H,LO. T-180. li 4. COMPACTION PERCENTAGES SHOWN REFER TO A,A.S.KTA. T-180. 5, ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F.D,❑ T. STANDARDS, 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER I COUNTY PUBLIC WORKS / F.D,O.T. STANDARDS, 6. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-01. I 6. TRENCH WIDTH 'W' - PIPE O.D. PLUS V-0'. (PAVED AREAS) I: (UNPAVED AREAS) TRENCH DETAIL TRENCH DETAIL Ramp Widths For Curb Ramps CR 20, CR 2r, CR 22, CR 24, and CR 25 May Be FDOT SIDEWALK DETAILS PER I N D E X' S 304 BC 310 Reduced To 3'MIn. In Restricted Conditions When Approved By The Enplrteer. **Lower land)ng not required at driveways, parkfnp Tots, or Omit Joints On other areas with pavement cross -slopes less than 2% 10.02 )• Curb Ramps . \ . ( Max. I Turnout Or I Utility Strip Side Street \ �N �. N+ N Back Of Sidewalk o t 0 For BACK OF SIDEWALK CURB �e0 5'"(gOC -, Z3 Alignment Variations `' '' OR BUFFER TRANSITIONS LINEAR SIDEWALK RAMPS S_W N-w J,��\•t6g`�NO' And For RAMP AND SIDEWALK / ` 6 �� `: 4, \To CURB OPTIONS See Sheet 4. /,�L_�_ . ,_ / W 0`� 4', May Be Reduced To 3' q, , 0.02 /_" /n Restricted Cond/tlons When 0� _ N \ Approved By The Engineer ' /? ! { /, /2 �I � o� N I Ramp And Sidewalk Cu �pF, 2' Min. Full ~ 1 /�2 N 2' Yin. Full o t•: �2 15 I \` Hel ht Curb Hef ht Curb C� C � of When Crosswalk Markings Are j 2' Londing Required, Ramp Runs Must Fall o i I Ramp Width (4'Wri.) * Within Crosswalk Ltmtts And Parallel Wlth The Projected o Crosswalk AugRmertt11 Hater A pndtfan of one or bath ramps may + DIMENSIONAL FEATURE FOR extend outside the return. M Crosswalk w/dths and conf/guratlon vary; must i ! PUBLIC SIDEWALK CURB conform to index No. 17344 and A346. I TYPICAL PLACEMENT OF PUBLIC SIDEWALK RAMPS FOR LINEAR CURB RAMPS AT CURBED RETURNS1. PEDESTRIAN TRAFFIC (FDOT INDEX 304) 1 I I' 'Qo„� �o•S/a eyo/. /� \ yi s/�V�� /� 0I rs {1 ,5 �;a �.f- �/ 11F�/ \\° T>/ On . � Cl) 'p6 F� �F"// S DIMENSIONAL FEATURE FOR PUBLIC SIDEWALK CURB . WHERE RAMP AND LANDING DEPTH ARE RESTRICTED BY RIGHT OF WAY . FDOT TURNOUT DETAILS PER INDEX 515 DETAIL FOR TEMPORARY DRIVEWAY I I I DrIvew Width (W) § SheathR/LyorEasement--- -I---------t-" ----------- - --------L--------- i aN oN i f Tam I C;f"Joint e i 6p' $ c- 6' Commie DrN i And Sldelw/t Utility Strip >°th 10-4' 1 s-LAN MODIFICATIONS OF 'ADVERSE' AND 'MARGINAL' APPLICATIONS I 8' 4' 0 I - 0ae-_Q�-- G/ . I I I j . CID Z O O z U N L c� � Q a) C Q W C O 00 (D=o GoUC 0 �W_ o ia1 j .J . O CO Q CD • : 2 Z W Q O �to NO� Cp�N6 Z o W C) .D -h cpL,�C N Woo~ Z U J Co ILL Z - W l� ��jN W (O j Qo (/) K N -O ti r1_ T- J v -f- V) V) Z O Z O Ld a z ,Q Q _J _U .__I < LL_ LLJ f-- - 0LL.IU V J 0 CL L v ' LJ U �tI—-,) I"L( O G')LLJ�[l:� cNk. IL^L 0::� f_ L,J c) �-- 0::�ZLLJ z :2 (`6'I Q /" I� � � z CL FN LL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE C❑NSTRUCTED IN C❑RDANCE WITH F.D,❑,T, R❑ADWAY AND TRAFFIC DESIGN ANDARDS AS FOLLOWS, STRUCTURE INDEX NO. CURB CUT/RAMPS No, 304 DRAINAGE MANH❑LEI STRUCT, B❑T, TYPE 'P' W/ SUMP DOT., AND MANHOLE TOP TYPE 8, No, 200,201 TYPE 'C' INLET No. 232 TYPE 'F' & 'G' INLET No. 233 CURBING No, 300 MITERED ENDS No. 272 SIDEWALKS No, 310 TYPE 9 INLET No. 200, 201, 215 DRAINAGE STRUCTURES: ALL MITERED ENDS SOD ADJACENT TO VARIES (8' MIN.) --I YLIMITS OF LIMITS I SOD So OF SOD �\I 5' EDGE OF DRIVEWAY LIMITS OF IMITS OR ROADWAY - SOD OF j V SOD I j-- MIN. 8'--1 I 3' EXTENSION - - - - PER FOOT 273273, FOR SIDE DRAINS PER F . CULVERT TYPE PER PLAN a SIDE DITCH GRADE I =1I III-1II-1IIa 1=1 I-1 I� I I1 I I I� I iI [ I I I ��I I�1�I _ II III II�LI=11 #` IEEIII-1I1=1II- I �s�- BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX NO. 272, 273 AS M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., TRANSITION (FORMED METAL BAND) ETC. DEPEND ON TYPE AND DIA. OF PIPE. SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FDOT INDEX 273 CROSS DRAINS: FDOT INDEX 272 MITERED END SECTION N.T.S. Varies Joint Woven Or Non -Woven Fliter Fabric In. in Type D-3 Overlap 2' M (See Index 199) -- ecuring Device ELLIPTICAL PIPE Joint Joint VarR;Flter van Or Non -Woven Min Fabric Securing Device ELLIPTICAL PIPE SHOWN ROUND PIPE ISOMETRIC VIEW PIPE SECTIONS Cost of filter fabric jacket to be Included in cost of pipe culverts. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET 5'-4" CIPL 5'-0" Precast 8" 4'-0" 8" C/PL 6" 4'-0" i6d Precast A • L e Eye Bolt See Index 201 A � U " 3" Clear N - - PLAN - 4'-0' Precast 6' 3' Clear I 3" *4 Bars o- 12" Ctrs *4 Barss. "I12 1 *4 Bars o 1l" Ctrs. f8, Slob) Or 8" Ctrs. (Precast 6" Slab) SECTION AA Sod L3x3 ❑ 2' Inlet Sod G 7 F 6 SOD ONLY a L J *For Estimating rZ to .%,-e TRANSVERSE SECTION TYPE 9 INLET I I Bituminous Coating Required For CMP (An Suitable Bituminous Material May Be Field Applied 42. co ,.-Adjustable Curb Box (6" to 9" Curb Height) e I ` Flexible Pipe (Corrugated Steel , Corrugated Class Concret Aluminum Or Corrugated Polyethylene) 1Y Note: Cost of concrete and bituminous coating to be included in contract unit price for either new pipe or Mitered End Sectlon. A concrete Jacket shot[ not be used to join: (a) metal pipe of dissimilar materials b flexible pipe when the minimum cover required in accordance with Index No. 205 cannot be obtained. DISSIMILAR TYPES CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS NOTE: A 20' LENGTH OF CMP MUST BE USED AT ALL OUTFALLS IF RCP OR ADSN12 PiPE IS USED ON -SITE, UNLESS ADS PIPE IS PERFORATED AND TOP OF PIPE IS 2 FT. BELOW WATER LEVEL. i 5 3/4" 2'-3 a" e i 2'-4- 2- 11" 11" 2" oo n O NOTE: e MODIFY WIDTHS AS o "� I ' o REQUIRED PER PIPE I G SIZING.UJ try C� I 2'-4" 4 2"04 -�v SUMP BOTTOM S.. N O K m ' o 3 11 i I AS PER F.D.O.T. INDEX No. 285 11T- 3i l--2"-I z`m TYPE "C" CAST IRON GRATE b�1P Approx. Weight 235 Lbs. PLAN VIEW SECTION TRAFFIC BEARING TYPE T' INLET DETAIL 6" 3 3 �q 2 �3 to Mih. s tz0 2" Cl•- $ 6 � 0 f 7yp. J -_ I Pipe 1 I I ,/r�`\\ I \ "Extra *4 Barl I Each Side And I / \ Above Pipe / Openings �) 3_C h IAlosonory Seat A IFor Premst "lets L See Index 201 i TYPE F SHOWN, TYPE G SIMILAR) PIPE OPENING SCHEMATIC -011 al 3 ' Precast r 2' Ch ( Typ. I B-1 N 4'-iO" B" Eye Bolt See Index No. 201 41 a �1• II STEEL GRATE PLAN 5' Steel Decking, Weight 630 Lbs. Main Bars 5' x �` intermediate Bars 4' x #' , Retloullne Bar$ I ' x ` Lifting % Loop 6" 5'-4' 6" Eye Bolt Grate W-6 " I See Index Z;Grate 5'-3' lifer Or Radius (Typ.)No. Pot N " Chamfer Or Radius (Typ. ) SECTION 88 � 6I t g *4 Bars o 12, Ctrs. Hertz. Wall Re1nf. (See Table 2) CC * "" SECTION 4 o12 GYrs. „ roA Permitted The (At The Option Of The Manufacturer) 43x3Xf Purposes Only -- .. - ..I I-.• D Sod STEEL GRATE C 3" Concrete Pavement Steel Grating, Straight Bars 3" x f" PAVT. AND SOD Retfouline Bars 2 x "°'ea= TYPE F 1. Pavement and/or sod to be used only where called for in the plans. E. Cost of paving to be Included In cast of Inlet. PAVEMENT AND SODDING *4 Bars 0 N I� 2" C/. 12, Ctrs. �tounnot Shape ` �I 2" Cl. m C1. T Th " 3 Cl. 1 Hartz. Wall Refnf. (See Table 2) r I u� " y 't4 E C/. *4Bara0 12" Ctrs. - *4 • c o0 0 Bo, o /2" Ctrs.- ` 3 �Ro Nl I Co it it m j to SECTION DD *4 Bars o 8" Ctrs. HORIZONTAL WALL REINF. SCHEDULES SECTION AA SECTION BB TYPE F INLET ( TABLE 1) TYPE G RECOMMENDED MAXIMUM PIPE SIZES INLET INSIDE WIDTH PIPE SIZE 2'-6' ( Type F) 1B' 4'-0" ( Type F) 30" 4'-10' / 5'-0" ( Type G) 42" Noter Recommended sizes are for concrete pipe. Sizes for other types of pipe must be verified for fit in accordance with Index No. 201. For larger pipe sizes see Note J. WALL DEPTH SCHEDULE Af,EA f!rt /ft) MAX. SPACING BARS WWF 0'- 4' Al2 0.20 12" 8` 4'- 7' A6 0.20 6" 5" 7' - 12, B5.5 0.24 5 " 5" l2' - 1511 Special / I 0.267 5" 4" WALL DEPTH SCHEDULE AREA fIn /ft) MAX. SPACING BARS WWF 0' - 3' Al2 0.20 12" 8" 3' - 7' A6 0.20 6" 5" 7' - 10' 85.5 0.24 5? 5' 10, - 15, C6.5 0.37 6J" 6" GENERAL NOTES 1. These Inlets are designed for use In ditches, medians, J. These Inlets may be used with Alt. 8 structure bottoms, pavement areas, or other areas subject to heavy wheel Index 200, The Inlet and bottom combinations are to be loads, min/rtal debris, and bicycle traffic. This Inlet may pald for under the contract unit price for Inlets (DT Bot) be placed in areas subject to oomsIona/ pedestrian (Type F (or G)) (J Bot, Depth), Ea. traffic such as /andsoaped areas and pavement areas where pedestrians can walk around the Inlet. When 4. For supplemental details, see Index W. inlet is placed In areas subject to bloyle traffio, Install filter bar when clearance or gap is granter than P 5. All reinforcing Grade 60 bars with 2" min. cover unless as shown In Index 218 Inset B. otherwise noted. Bars to be cut or bent for l " clearance around plpe opening. Provide one additional 4 bar above E. When alternate G grate is specified In plans, the grate and at each srde of pipe opening, as shown. Is to be hot dipped galvanized after fabrlcatlon. 6. All dlmens/on are for both precast and oust -In -place Inlets unless otherwise noted. 2006 FDOT Desli;n Si "efds R=sheet No. DITCH BOTTOM INLET o7ro1ros of I TYPES F & G o. 2Ind33 III: I I j FDJISH GRADE 1 X I SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES N ... ti MANHOLE FRAME AND COVER OPEN I: :�.• MAYBE BE OFFSET. !• •' ADDITIONAL REINFORCING • ►' D BARS REQUIRED AT THE ► • $ OPENING IF SLAB TO B `.: TRAFFIC BEARIN ♦ D ►;♦ > " aQ 24 3/4' . •. op ,4 DO OO ► 53 �a ► IQ ❑GOO M t ► : IPE INVERT ► ♦ PICKHOLIE •7,I: 6' 8' 4'-0' MINIMUM AS REQUIRED 1 8' 6' I! EQUAL MANHOLE,NI1410,OCOVER, LETTERS MARKED 'DRAINAGE' DR `STORM•. ELEVATION T❑P VIEW NOTE, L 3/4' CRUSHED STONE FOUNDATMN FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED, 2, ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 'STRUCTURAL BOTTOMS, TYPE P AND J, F,D,O.T. STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE 8, F.D.O.T. STANDARD INDEX No. 201, TYPICAL DRAINAGE JUNCTION MANHOLE DOS oo OOO ODO v I � r i' I i� I' R� ar I�M7�■Q•i lal'mIIIIIItI111111�■ EiS3a13i�1•��:)!• �,��r�1I11�nc��Ir•�� :fC�•Ii�:�'©mi�� llllllllll��ao��l IlliGitf�i��'--I �)� 0� I1IIIIIIIIIIIIII�:'i �I[iiFr>•��. REINFORCING SCHEDULE ptlona] Key �" Thickness Of GRADE 50 STEEL ``T� Structure Wall ��65 KS1 (M REFABRIC P'^'n 11CCJ��-10*Draft on s-r Flan. ----- - TOP VIEW SECTION Note: See Slab Designs Index 200. 1.45 TYPE 7 >v� SECTION TYPE Far dr*'« MANHOLE TOPS I Type A Or B Riser vi vi rn I Type A Or B Riser O -' 3 N 2 Additional Bore A Bars A Short Wa 2- *5 H Bare Q t i -i Z o�0 O 5' 0. C. eyg H Bar (See Section B-B� (2 Lap Splices Permitted) 2 2 LQ Perpendicular Bare A � S Y W �ij (See Sectlon A -A) #4 Hoop Bar W U Q 2 Additional Bare B-- -+-12 -- O -6 V O o O 5" Max. O. C. Eactr< - Side Of Opening I w o T 2-* 7's Each W h, Reference Axis z }i2 o Placed On Tap e. 2 Additional Bars A Bars A And B At 45. O 5" 0. C. r wUo m11-- w - ` p ( on gW Parallel Bars B (See Section A- SctnB9B) M=n,ZQ wNa 035 $ TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM a I I owxxWowwI-Z3�� e i I I F 8 wN�UwwaC�w�d 3w�^3w'a80 (ALL SLABS W THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) d I: DW c~ 9 F- I..' �^ U WALL DESIGNS -RECTANGULAR STRUCTURES 1 ° *4 @ 12' BW (Horizontal Bars 1 Pi I $ 3'-8' (Typ.) *4 012" BW �° c (Horizontal Bars fib ° $ VERTICAL REINFORCING HORIZONTAL REINFORCIN DEP' SCHEDULE DEP.N SCHEDULE SIZE: S-5' *SEE NOTE BELOW a et.t - SIZE: 4'-0" SIM. 5'-0" _ -4OI c SIZE: 5'-0' r _17k 22 c SIZE T-o' A r -AT D _ SITE: 5'-tY r - s 11 < 19 19 < 29 -1 F SfZE: W-O' 2 _ 211 1 C 15< F m-g Continuous Around aro 1�136" ntlnuous Aroundir- 0: 0 8" Comore For � 05 Comoro For " Rectangular Rieerop a Bam 8" Rectangular RTaero) � U Z O E 0 $ � 2-Extra # 4'a fi g• are 8 Each Side Fg - ertTcai Wail Reinforcing N CO) $ o M c II YSee Table) Cr) a-6 *4' 0 12" O.G m m F? �1 �I J N a Relnforcin v Q C a s y p I Each Way I t Openln Horizontal Waif Reinforcing as s Q ,- a 1y If !I See Note) (See Table) a Q 0) m « (I 8' o 0 8` « ? al 10 = 1- 12.S W _ Bars A-" Bare B Bars A Ham B M ALTERNATE A o ALTERNATE B I°- SECTION A -A �gg SECTION B-B Q • NOTE: When the inside diameter of a round structure Is JS NOTE: Provide extra reinforcing each aide of each opening Q not more than 1'-8" larger than the opening in at 3' maximum spacing equal to half the area of vertical the riser or top slab, the top of the structure reinforce, ant removed by the opening and provide the O or riser shelf be constructed according to the some area of reinfoccment above each opening at 3" 'Special Top Slab" details on this sheet maximum spacing as removed by the opening. GENERAL NOTES v/ 1" SZE to the Inside h of a • g 06 • 1. Standard structure bottoms 4!-0* dlameter andsmaller(Alt. A) and 3'-8' 6. Structure bottoms may be used in conjunction with curb Inlet square (Alt B) are designated Type P. Larger standard structure bottoms toogpa Types 1, Z 3, 4, 5, 6, 9, and 10, and any manhole or )unction box unless drewtngs. Alt. B 10. The caner fillets shown are necessary far rectangular structures used with circular risers and inlet throats and used on skew with rectangular risers, inlet and inlet throats. Fillets will be required M lieu of the bottom slab of the Alt B riser when .. ■ W TOP VIEW are designated Type J. Risers are permitted for all structures. otherwse shown in the plane or other standard structure NOTE: bottoms may be used In conjunction with curb inlet Types 7 & 8, or used with the Alt A box. Each fillet shall be reinforced with 2-#5 bars. 2. Walla of circular structures (Alternate A) constructed In place may be any ditch bottom Inlet unless otherwise shown in the plans or other standard drawings. - - TOP OF CURB CUM GUTTER FLOW UNE ALL INLETS TO BE t-t/z' of non -reinforced concrete or bride or reinforced concrete. Precast and 11. Inlet throats, riser or manhole tops shall be secured to structures as Shawn on H U.S.F. No. 5105 DBL CAST R0r1 FRAME DOUBLE GRATE. rectangguular structures (Alternate B) shall be constructed of reinforced OR ORATE, OR EQUAL FlNSH GRADE - Concrete only. - - - - - - - - - - - 7. Rectangular structures may be rotated as directed by the Engineer In order Index No. 201. ;fig.•: '.` Cl1RE� 3. Wall thidcnesa and reinforcement era for either reinforced cast -in -place to facilitate connections between the structure walla and storm sewer pipes. that circular may be furnished 12. Structures with depths over 14 are to be checked for floatation by designer of drainage. or precast concrete units except precast units with walla to accordance with either A.S T.M. C-478 (up to 98 diameter) project /�/'� W 8. Except when ACI hooka are specifically required, reinforcement top and slab or A.S.T.M. C-76, Close ---, B Wail, modified where the elliptical steel cage shall be straight embedment. 13. Unite larger than specified standard may be substituted at the contractors option area is placed In the center one-third of the wall. when these units will not cause or Increase the sever[#y of utility confllcte. Such 22' x 44" SOR. - and reinforcement are for precast and coat to 4. Top and floor slab thickness and I 9. All steel bars shall havb} minimum cover unless otherwise shown except for construction. Top and floor slabs shall be of Ciasa �� j larger unl#a shall be fumtahed a# no additional coat to the Department Larger Ai#emate A units cannot replace Alternate B units without approval of the eP PP W B place precast circular unite manufactured under ASTM C-76 or AN C-478, Horizontal concrete. Concrete as specified In A S.LM. C-476 (4000 ai) may be steel I1 rectangular structures shall be lapped a minimum of 24 bar diameter 4'-6' MINIMUM OR LARGER > pp 9 PP Engineer• This note applies to this Index only. used in Iteu of Class � and Close «� concrete in precast ftema manufactured of comers. AS REQUIRED I In plants which are under the 'Standard Operating Procedures for the .14. For manhole and junction box tops, for frames and covers, and, for supplementary inspection of precast drainage products. STRUCTURE BOTTOMS details see Index No. 201. 5. All reinforcement shall be A.S.LM. A615. Grade 60 or 65 KSI welded wire I I I I fabric, either smooth or defamed. TYPE J AND P PIPE DLk PPE Du AS PER PLAN I I I PER PUN - - I v FM UNE ELEV. BOTTOM E1E1.i NOTE: ELEVATION 1. FOR JUNCTM Box USE STANDARD STRUCTURE E070M AND TOP SUB 'TYPE P" OR 'TYPE J". IN Acomo NCE- WnH F.D.O.T. STANDARD INDEX No. 200. TYPICAL MODIFIED MIAMI CURB INLET (DOUBLE GRATE) N.T.S. GENERAL NOTES LL InletOrOr Manhole (Inlet With Sump Shown) I. Pipe aMli be any of the opt/ona/ types permitted In Section 443 of the Speciflcntlons unless otherwise restricted in the plans. Dfasimrtar types of pipe will not be permitted In a continuous run of pipe. Coupling Band Bltuminous Coding (Field Applied) 2. Concrete pipe shall be placed with the slots positioned on sides. Filter Fabric Envelope l% 1 lr J. Alignment Joints are standard ( gaskets not required). Recorrugotlon of metal pipe ends not required. 4. The contractor may submit other methods of providing slots having equal or greater area of opening, for approval by the Engineer. 5. Filter fabric shall be Subsurface Orolnoge type meeting the requirements of Section 05. No. 4 Coarse Aggregate I All filter fabric Joints shall lap a minimum of one (0 foot. No. 4 Coarse Aggregate Filter Fobr/c Envelope 4, 4' I 6. The standard oran section shall be contracted unless other sections) described or ryp detolled In the plans. Perforated Pipe R,mnn erforated Pipe 8'Nonslotted Plpe Slotted P/ e 7. For supplemental details see Index No. 280. Hweep Hole Sump - I' Below Trench Bottom LL u) Zt ��U0 Z a Q O W ---I O mQ Zo0W W Er- QO J�NO� E N M �0W� � (n N ❑ ~ Z U J� m w�af " - N �rn j Q PC Z N � titi � J f- v V � Z O � O z< J U -I Q Lt_ W- U W U �! C L (10 Paid For As French Drain /2 O/a. Paid For As French Drain 8. The contractor shall take the necessary prowitlons to prevent contamination of the L._.. trench with sand, slit and foreign materials. METAL PIPE CONCRETE PIPE 9. French drains following the typical cross section shall be paid for under the oontract � W W Galvanized Hardware Cloth unit price for French Drains, LF. The unit price shall Include the cost of pipe, pipe plugs, Sumps Are To Be Constructed Unless Excluded /n The Plans. pipe fittings, coarse aggregate and filter fabric /n place, and the cost for trench excavation, C) - (- Weep Hole To Be Constructed Only Where Called For /n The Plan. No. 4 Coarse Aggregate 2'X 2'X 2' bookfill and compaction. The unit price shall also include the cost for disposal of surplus J (1I O For AddHiona/ Sump Bottom Information See index No. M. excavated materials and oast for restoration of pavement removed or damaged by french Filter Fabric droln construction, but stall not Include payments for items paid for elsewhere. L - 0 VJ LONGITUDINAL SECTION Z CY W m L.L cc I' LLJ .Q L °vM'^° Weep Hole -- 1,--Per Plan/DetailsLA- 12" D/a. 0 Q (Z) Steel, Cost Or Ouotlle Iron Sleeve. _ C / Only Cost Iron And Ductile iron Filter Fabric ,rill \ 86 Sanitary Sewer And Cast Iran, Envelope \ ; l SUmp - 1 Min. Below pipe z \ / And Steel Wet MainaDuctile Iron WaternWitl Be i + 68/ o Or Below Trench Bottom As Applicable - CC \ + I Allowed To Pass Directly Through i \ I G \ I French Drain (Without Sleeve). Utit/yPlpe I , Galvanized Hardware Cloth I No. 4 Coarse \ l Varies, As Shown In \\ Aggregate IVAll No. 4 Coarse Aggregate 2' X 2' X 2' OM QERnnCA770N The Plans. 2 Min. JOSEPH W. SCHULKE J, (Ann. 3'(Min.) ; !'Sid. Pipe OD PStd. Filter Fabric FL REG No o4s Per Plan tollB. FL REG. 0. 5 ROUND PIPE SHOWN ROUND PIPE SHOWN Sumps Are TO Be Constructed Unless Excluded In The Plans. �"""'AED 5° UTILIITY PIPES THRU TRENCH STANDARD CROSS SECTION (ENLARGED) Weep Hole To Be Constructed Only Where Called For In The Plans. For Additional Sump Bottom Information See Index No. 201. DATE: FRENCH DRAIN SYSTEM SUMP/WEEP I HOLE DETAIL HEET EXFILTRAIION TRENCH - STANDARD DETAILS FOR USE ON ALL INLETS/MANHOLES 0 ADJACENT TO EXFILTRATION TRENCH, AND ;(FRENCH DRAIN) OTHER STRUCTURES PER PLAN PRO E02 O. I I TYPE 'C' GRATE TYPE 'C' GRATE TOP EL. 8.00' (2) 8" PVC SHC 80 OR DR18 W 90' BEND I INV. EL. 6.68' _ 12" CAP [ I (2) 8" SCH 80 PVC OR 12" CAP TO I / f= DR18 OUTFACE PIPES W EXFILTRATION TRENCH f f I I 90' DOWNWARD BEND INV. EL. 5.25' 12" DIAMETER BOTTOM OF I [ 12" DIAMETER WEEP HOLE EXFIL TRENCH I WEEP HOLE BOTTOM EL. 4.00'- 12" SUMP ELEVATION CROSS SECTION N T.5. PLAN VIEW N T.S. TYPE 'F' GRATE (2'-11" X V-10j") TYPE 'F' GRATE (2'-11" X 3'-10j") TOP EL. 12.42' TOP EL. 12.42d_ � [ DIAMETER I I I f WEEP HOLE l [ I I I I 12" CAP 12" CAP OUTFALL PIPE f I OUTFALL INV. EL. 10.60 -- 12" DIAMETER f WEEP HOLE f BOTTOM EL. 9.60 —'.__ _ T — ELEVATION CROSS SECTION N.T.S. C-)u< NT.S. 6" C14o 6" 'o -0 e i f------ 4'-0" .N M, Of 12" DIAMETER WEEP HOLE ----- 7147 -------- 3'-10j" 5'-0" PLAN VIEW DS-24 GRATE DETAIL "TA CONTROL STRUCTURE "'T'S' TYPE 'F' INLET DETAIL 4ETER )LE (2) 8" SCH 80 PVC OR DR18 OUTFALL PIPES TO EXIST. INLET DS-23 DS-16 CONTROL STRUCTURE TYPE 'C' INLET DETAIL o�o�oo� GRATE DETAIL N T.B. TYPE 'F' GRATE TYPE 'F' GRATE (2'-11" X 3'-10j") (2'-11" X 3'-10j") TOP EL. 6.46' TOP EL. 6.46' 12" DIAMETER WEEP HOLE � I 15" CAP OUTFALL PIPE INV. EL. 4.25 \ I 12" DIAMETER [ OUTFACE BOTTOM EL. 3.00' I — — — T — — WEEP HOLE I 1 ELEVATION I CROSS SECTION co 6" 4'-0" 6" / - R co I I 12" DIAMETER li WEEP HOLE — — — — — -t M 5'-0" Li l PLAN VIE1P DS-10 KM CONTROL STRUCTURE ii TYPE 'F' INLET DETAIL TYPE 'F' GRATE (2'-11" X 3'-10j") TOP EL. 11.30 TOP EL. 11.30'Alk 6"W x 9.4"H WEIR J I INV. EL. 10.52 I ( [ I ALUMINUM 12" DIAMETER LUMINUM SKIMMER-- --- — — -� I SKIMMER I WEEP HOLE INV. EL. 10.25' i I I 9 I 15" CAP 15" CAP OUTFALL PIPE [ / 12" DIAMETER OUTFALL INV. EL. 7.00' -" WEEP HOLE BOTTOM EL. 6.00' I f — — — -- ._......� — — — L — 7 -- --r — - ELEVATION CROSS SECTION N.T.S. C J Uu< N.T.S. QJ UQ toD - 0 �, c U-) SKIMMER SHALL. BE PLACED ON 6" 4'-0" 6" a t STRUCTURE WITH AN INDUSTRIAL I [ I SEALANT TO PREVENT LEAKAGE ti J N M I 04 12" DIAMETER WEEP HOLE 5'-0" V-10j" PLAN VIEW DS-19 GRATE DETAIL N.TS CONTROL STRUCTURE NT5 MODIFIED TYPE 'F' INLET DETAIL N.T.B s--t Og- GRATE DETAIL KM TYPE 'G' GRATE TYPE 'G' GRATE (4'-81" X 5'-3") (4'-8j" X 5'-3") TOP EL. 9.94' TOP EL. 9.94' . -_ / I I CAST OPENING LARGE I j I 12" DIAMETER ( I ENOUGH TO ALLOW I WEEP HOLE FIELD ADJUSTMENTS j 14"X23" ELLIPTICAL RCP — I I I f ( 14'X23' ERCP f OUTFALL PIPE { / I I I OUTFALL INV. EL. 5.95' — 12 DIAMETER W EP HOLE I BOTTOM EL. 4.75' I ELEVATION CROSS SECTION 12" DIAMETER WEEP HOLE NT.& H.T.S. 6'-2" - PLAN VIEW KM GRATE DETAIL KM DS-18 CONTROL STRUCTURE TYPE 'G' INLET DETAIL s � �aN1 U N F- W � O I V; _ C'4 z a 0 U SU' UWO�}�N~J FWw¢Upm3�w ¢&~3 ulwwQ�=prczwps Zorn-r.,o~owo�m'-- <0 W z wo��wwal=�w�a xx � ha33w�on3V • Z U� M L J � 0 W ocn � LL cn 00,0 =Q) a V c WoW.J 0 O �(5 0w r~n �o> �/ ) N Q � 06 zt 0 1 � W o W _.1 o �, LLflZQJ� co mlL v v > N Ld�co Y � J o� Z N U J �- v �F- V) C/) Z) O z Z Q Z O Q JQLL.: Ld UL,Jw tnr�/CL �-- �+ F— o W U L,J LLJ O La . LLI Z V) >_ Z m Z w w Q Z L- Q O 8d � 0 CL ER cm7lACAtioN JOSEPH W. S ULKE FL REG. N . 4 AMR ❑ JODM B. I :/ FL REG. 0. 57 � I �:�07-027 SIGN SPECIFICATIONS: SIGN FACE — ENGINEERING GRADE REFLECTIVE SHEETING SIZE — AS SHOWN COLOR — AS SHOWN HEIGHT — 7' MEASURED FROM BOTTOM OF THE SIGN TO HEIGHT OF THE NEAR EDGE OF PAVEMENT, OR TO TOP OF THE TRAFFIC SEPARATOR. THICKNESS (ALUMINUM) : .080 INCHES THICKNESS (FIBER GLASS OR PLASTIC) : .120 INCHES BOLTS: 3/8 " x 3/4 " W/ HEX NUTS, 2 (MIN.) PER SIGN POSTS: SIGNS 9 SQUARE FEET AND LARGER SHALL BE DOUBLE POSTED. #2 CASE 1 YELLOW ® CASE 1 ® 0 YELLOW ® e CASE 1: Yellow baked enamel with nine 3" yellow reflectors, or yellow high intensity sheeting without reflectors. 5' GRADEI/v/ I f 3' 24"x48" 24"x48" lee W1-7 W1-6 BLACK ON YELLOW BLACK ON YELLOW W1-7M BLACK ON YELLOW W1-7 2' CASE 1 CASE 1 YELLOW®®® ®YELLOW® OO® ®® ®® 5' 7' 3' 30"x30" 24"x30" 24"x30" j 30"x30" 30"x30" DSTOP\\-// r-\\ nEN: < N0 OUTLET R 1-1 R2-1 R4-7 WHITE ON RED BLACK ON WHiTE BLACK ON WHITE W 14-1 W 14-2 LOCATION: 100' TO 200' FROM LOCATION: ON THE END OF TRAFFIC .SEPARATORS SIGNALIZED INTERSECTION AND AT SIGNALIZED INTERSECTIONS; BLACK ON YELLOW BLACK ON YELLOW AT 2640' (1/2 MILE) INCREMENTS. ON THE END OF TRAFFIC SEPARATOR WHEN LOCATION: 50' FROM LAST LOCATION: 50' FROM LAST THE CURVATURE OF THE ROAD WARRANTS. INTERSECTING ROADWAY. INTERSECTING ROADWAY. #4 SIGN LOCATION AT "T" INTERSECTION SiGN LOCATION W1_7 CASE 2 AT DEAD END STREET W1-7 RED 049 CASE 2 (red) with two CASE 1 s ® 2, 4' CENTER TO CENTER CASE 1 . ••.•• • (Yellow) • 1D ( Allow) • • ••• ••• "d'4 ® 4' 4' 4' 4' FOR y • � _ I .. I I ANY S T. 5' 12' �10 HANDICAP SIGN N0. FTP-251 �{ r ' 20' WFRfINIG N �N _�/// 1 1 6 6' WHITE STRIPE 20 ovET�IANG N 8' CONCRETE O 4' O.C. WHEEL STOP o EXCEPT WHERE ADJACENT TO CURB OR SIDEWALK v g• CONCRETE 8' WHITE STRIPE WHEEL STOP o TYPICAL gg EXCEPT WHERE ADJACENT o c7 TD CURB OR SIDEWALK o 8' WHITE----- HITE 6WHITE STRIPE. c+ STRIPE (TYP) BLUE IF ADJACENT a TO HANDICAP STALL TYPICAL 6" BLUE STRIPE TYPICAL 6' WHITE STRIPE TYPICAL WHITE STRIPE TYPICAL. TYPICAL HANDICAP PARKING TYPICAL STANDARD PARKING STALL STALL N.T.S. N.T.S. NOTE, AX ALL PARKING SPACES WITH EXCEPTIDN OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE, RETRO-REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FL13RIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD& BRIDGE CONSTRUCTION, 1996, SECTION 710. B.) ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FDOT STANDARD INDEX 17346. C.) ALL COMPACT SPACES SHALL BE MARKED 'COMPACT' ON THE STALL OR TIRE STOP. a b 500' 1 500' 1 500' 50' 0 L j--7.5'--i 20' OVERHANG. EITHER SOD it) OR PNEHINr PER PIAN 8' WHEEL SLOP o EXCEPT WHERE ADJACENT TO CURB OR SIDEWALK 0 rci 6' WHITE iPE (tYP) WHITE STRIPE TYPICAL TYPICAL COMPACT PARKING STALL N.T.S. : 5L 500'I N 3 BRACKETS BLADES I I POST: Steel flanged channel post w/ baked green alkyd nor galvanized finish per GENERAL SPECIFICATIONS: A.S.T.M.-A-123 Min. weight: two lbs. per foot, 7/16 dia. holes, 1 apart top to bottom. STOP 5' FLAT BLADE: ALCOA #86054.6063-T6 ALLOY, A concrete footer is not required unless it is shown on the plan. ETCHED, DEGREASED WITH #1200 ALODiNE FINISH WITH #2277 GREEN SCOTCHUTE BACKGROUND OR 1/4" Z L_tD EQUAL DIMENSIONS -- 6" MIN. H, 24" , 30" OR 36" L. GRADEN LETTERS: NAME - 4" SERIES 'B' # 2270 Cq 3/ 5/8" R. T SCOTCHUTE (SILVER) OR EQUAL - SUFFIX - 2"10 a SERIES AS ABOVE. `dI fPOST to 3/32"MII--12' 3'M POST. STEEL FLANGED CHANNEL POST WITH 5/8" R. * AT RADIUS DIMENSION TOL. 2.00 3.00 BAKED GREEN ALKYD OR GALVANIZED FINISH PER WHEN POSSIBLE - A.S.T.M.-A-123. WITHOUT ANCHOR PLATES. 'A' f 3/321 " - 15y32-" 7/8 CASE 2: Red baked enamel with EXTRUDED TYPICAL STOP .. „ " I B f 1/83" - 1/113 - 1/2 nine 3" red reflectors, or cL BLADE SECTION SIGN PLACEMENT „ „ „ STOP SIGN: R1-1 MUTCD - 30" x 30" (ENGINEERING GRADE) red high intensity sheetin C f 1/161 - 9M2- 5/16 g y UNCURBED SECTION "/ / LOCATION: ONE PER INTERSECTION AS INDICATED without reflectors. _ I ! D f 1/32 3 16 " 7 32 ON THE PLANS. I I . #3 SIGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) i i I N I N 00 s •• • Cones Or Tubular Markers At 25' Centers And Type - Or. Type -- Barricades Or Vertical Panels Or Drums At 50' Centers For First 250', Thereafter ROAD eOONELANE Maximum pacing Between Devices (FT.) To BeCones Or Tubular Markers At 50' Centers And CONST0 T10NAD e Or T e �� Barricades Or Vertical Panels 150o FT FT Equal To The Speed Limit (MPH) But Not GreatelTYP YP Than 25' For Cones Or Tubular Markers Or 50' Or Drums At 100' Centers. For Type - Or Type -- Barricades Or Vertical Panels Or Drums. GENERAL NOTES TYPICAL APPLICATIONS Pavement Resurfacing 1. Work operations shall be confined to one traffic 8. L (min) - WS for speed3 45 mph Pavement Repair lane, leaving the opposite lane open to traffic. 7- 92 speeds!; 40 mph Utility Work 2. All vehicles, equipment, workers (except flaggers) 120 Bridge Repair j and their activities are restricted at all times to Guardrail Work one side of the pavement. Where: W= Width of lateral transition in feet. 3. If the work operation does not exceed 60 minutes, S= Posted speed limit (MPH). j traffic control will be in conformance with Index No. 607. I 9. The ONE -LANE ROAD signs are to be fully covered and the SYMBOLS FLAGGER signs either removed or fully covered when no work CONDITIONS 4. Additional one-way control may be effected by the is being performed and the highway is open to two-way traffic. following means: WHERE ANY VEHICLE, EQUIPMENT, ® Work Area 1 Flog-carryingvehicle 2 Official vehicle 10. Arrows denote direction of traffic only and do not reflect () WORKER`; OR THEIR ACTIVITIES 3 Pilot vehicles (4) Traffic signals pavement markings. Sign With 18" x 18" (Min.) Orange ENCROACH THE AREA BETWEEN When flaggers are the sole means of one-way control 11. Longitudinal dimensions are to be adjusted to fit field THE CENTERLINE AND A LINE 2' Flag And Type B Light the flaggers shall be in sight of each other or in conditions.See Index No. 600. OUTSIDE THE EDGE OF PAVEMENT direct communication at all times. 12. When a side road intersects the highway on which work is being { Type �, Type �� Or Type ^�� Barricade 9 Y 9 Or Vertical Panel Or Drum 5. The first two warning signs shall have a 18" x 18" (min.) performed additional traffic control devices shall be erected orange flag and a Type B light attached and in accordance with other applicable TCZ Indexes. o Type - Or Type Barricade Or vertical R enIting at all times. 13. For general TCZ requirements and additional Information refer TT Or Cone Or Tubular Marker Or Drum 6. Mesh signs may be used for (Daylight Only) operations to Index No. 600. Ly Work Zone Sign Type B Lights and Orange Flags are not required. TRAFFIC CONTROL THROUGH WORK ZONES TWO—LANE,TWO—WA)" RURAL Flagger 7. The FLAGGER legend sign may be substituted for the OPERATIONS ONE DAYLIGHT symbol sign. PERIOD OR LESS MAINTENANCE OF TRAFFIC PLAN 1 of 1 603 i i CHANNEL POST is I I I W1-6 #6 STREET NAME SIGN GENERAL SPECIFICATIONS: (SNS) or (D-3) 2' FLAT PLATE, Alcoa # 86054.6063-T6 alloy, etched, degreased with #1200 alodine finish front view • t with #2277 green Scotchlite background or equal. 24", 30" or 36" long 1 • Dimensions: • • 2' """""�� 8 H, 24 ,30 or 36 L., .08 thick aluminum Multi -lane roads Dimensions: _T 12"H, 24",30"I or 36"L., .08" thick aluminum A N VS T . "/ �� Letters: 6" 78" 8 12 name - 6" series "B" #2270, suffix letters - 3". Scotchlite (silver) or equal. Multi -lane roads Letters: name - 8" series "B" #2270, suffix letters - 4". Scotchlite (silver) or equal. The street name must be on both sides of the sign plate. I { N `a- N U n N� L.L Q 00 � v N to (M Q a) J O.S Q N C ly0 LL �00_'0 �. Do 0 Q - w0W-j ' O m Q 0 zt60LU rn U o > N O6 06 r OEN� Z0Wo W �� J c�LU)N - Z 0 ti o � x Z�mLj_ W �>N W 64 IY j Qo ZN UUn V V Z L0 n Z Z O a U N l (Dw Q Fn :2 W W W p n � Q F•-- Q LL U L,J o�w6 �OL.L1rII,_ Z '.___ F- LLJ N F'-- LA-1Z � Z�>_ O Q 0 8 f— Z Q JOSEPH W. / FL REQ ❑ JODAH B. ,I FL REG. ' PROJ7C`� NO. 07-027 GENERAL NOTES: 1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE INDIAN RIVER COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS. 2. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE FLA. D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SEE SECTION 711. MINIMUM THICKNESS SHALL BE 90MILS (ALKYD ONLY), EXTRUDED ONLY, LEADED MATERIAL ONLY, ON ALL COUNTY MAINTAINED ROADWAYS. 3. EXISTING ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION, IF THE EXISTING PAVEMENT MARKINGS ARE INCONSISTENT WITH THOSE PROPOSED, UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. 4. THERMOPLASTIC SHALL BE USED UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. 5 ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WITH THE SAME MATERIAL USED AT THE TRANSITION, CONSTRUCTED FOR A DISTANCE PER PLAN NOTES TO CONFORM WITH EXISTING ROADWAY DESIGN AS APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING (M.U.T.C.D.3B-5). 6. SPEED EQUALS POSTED SPEED IN M.P.H. OR DESIGN SPEED, WHICHEVER IS GREATER. 7. PAVEMENT MARKING INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE M.U.T.C.D. & F.D.O.T. ROADWAY & TRAFFIC DESIGN STANDARDS (LATEST EDITION), HOWEVER, WHERE CONFLICTS EXIST, THIS TYPICAL SHALL TAKE PRECEDENT OVER F.D.O.T. STANDARD SPECIFICATIONS. 8. IF EXISTING PAVEMENT MARKING MATERIAL IS NOT COMPATIBLE WITH ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK. 9. DISTANCE BETWEEN STOP BAR AND CROSSWALK SHALL BE A MINIMUM OF 4 FEET. 10. THERMOPLASTIC SHALL NOT BE INSTALLED ON ROADWAY UNTIL FIVE CALENDAR DAYS AFTER THE FINAL LIFT OF ASPHALT HAS BEEN COMPLETED, WITH THE EXCEPTION OF FRICTION COURSE #2, WHICH SHALL BE 30 DAYS OR AS SPECIFIED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. 11. ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 350 MINICANDLES AT INSTALLATION. 12. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6" WIDE, UNLESS OTHERWISE NOTED, PER F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS OR INDIAN RIVER COUNTY DESIGN STANDARDS . 13. ALL PAVEMENT MARKING DIMENSIONS MEASURE TO THE CENTER OF THE PAVEMENT MARKING LINE. 14. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING BEFORE INSTALLATION, 15. ALL MARKERS SHALL BE CLASS "B" AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SECTION 706. 16. �I% INDICATES TRAFFIC FLOW (NOT A PAVEMENT MARKING). 17. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES WITH SPEED AS SHOWN ON THIS TYPICAL DETAIL 18• REFLECTORS SHALL BE EQUALLY SPACED BETWEEN POINTS [A AND © BUT NO MORE THAN 18" APART 19. EPDXY SHALL BE USED WHEN INSTALLING R.P.M.'S ON CONCRETE. NO BITUMINOUS ADHESIVE SHALL BE USED TO SECURE R.P.M.'S. THERMOPLASTIC OR EPDXY SHALL BE USED ON ASPHALTIC SURFACES. 20. R.P.M. 'S ARE TO BE INSTALLED ON TOP OF THERMOPLASTIC LANE LINES. WHEN INSTALLING RPM's WITH PAINT LANE LINES RPM's ARE TO BE PLACED 1" (INCH) TO THE RIGHT OR LEFT OF THE LINE, AS APPROVED BY THE COUNTY. 21. '0 OR 'F.D.P'. DENOTES FLEXIBLE DELINEATOR POST. 22. ALL PAVEMENT MARKING MATERIAL SHALL BE ON THE APPROVED DEPARTMENT OF TRANSPORTATION "QUALITY PRODUCTS LIST" (QPL) AND APPROVED BY I.R.C. ENGINEERING, BEFORE INSTALLATION ON COUNTY ROADWAYS. 23. ALL REMOVAL OF PAVEMENT MESSAGES SHALL BE IN BLOCK STYLE SUCH THAT THE MESSAGE IS NO LONGER DISCERNABLE. 24. LANE LINE RPM's ON THE 4 (OR MORE) LANE PORTION OF ANY MEDIAN -DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL WHITE/RED (SEE STRIPING KEY "T"). ALL OTHER ROADWAYS, INCLUDING THOSE WITH BI-DIRECTIONAL CENTER LEFT TURN LANES, SHALL USE MONO -DIRECTIONAL WHITE RPMS. 25. AMBER BI-DIRECTIONAL RAISED PAVEMENT MARKERS (RPMs) ARE REQUIRED IN ADDITION TO THE CENTERLINE PAVEMENT MARKINGS. IN ADDITION, ALL RPMS SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS. 26, RAISED REFLECTIVE PAVEMENT MARKERS (RPMs) ARE TO CONSIST OF 4-INCH SQUARE MONODIRECTIONAL WHITE, AND 81-DIRECTIONAL YELLOW. 27. RPMs SHALL BE POSITIONED IN ACCORDANCE WITH FDOT INDEX NO. 17352 AND THIS PLAN, BUT INSTALLED ON -THE -STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARD. #6 TYPI CAL TURN LANE ARROW M N a >; I 00 15" 100 FT MAXIMUM DISTANCE BETWEEN ARROWS LEFT AND RIGHT TURN LANES CAN 6' TO 10' INSIDE PER PLAN GAP MIN. 3 GAP MAX. C ,r NOTE: HANDICAP OR WHEEL CHAIR ACCESS RAMPS DICTATE • TYPICAL CROSSWALK PLACEMENT F STANDARD CROSSWALKS SHALL BE INSTALLED AT SIGNALIZED SHOULDER : •. OR STOP SIGN CONTROLLED •r• INTERSECTIONS AS PER DESIGN CROSSWALK & STOP BAR PLACEMENT STANDARD CROSSWALK in SHOULDER # 1 THERMOPLASTIC GORE ■ ■ ■ ■ ■ D ■ B �� T MONO -DIRECTIONAL COLORLESS REFLECTOR-/ FOR DISTANCE 'Z' SEE BELOW. # 5 RAISED MEDIAN WITH TAPERED NOSE GUTTER 10' NOTE: REFLECTORS -' SHALL BE EQUALLY SPACED BETWEEN ® CURB AND © , BUT NO MORE THAN 18" APART. BI-DIRECTIONAL AMBER REFLECTORS - # 9 SKIP LINE mdo-mi, # 2 THERMOPLASTIC ISLAND �I # 4 GRASS MEDIAN WITH CROSS HATCH # 3 EDGE OF PAVEMENT CROSSHATCH I R4-7 W/CASE I I l I. i I! BI-DIRECTIONAL AMBER REFLECTOR ! LVVL VI 1-P'1V LIVILIVI FOR DISTANCE 'Z ' SEE BELOW. j FOR DISTANCE 'Z SEE BELOW. # 6 RAISED MEDIAN WITH CROSSHATCH # 7 I! R4-7 W/CASE I , , II B Z ! REFLECTOR PLACEMENT FOR TWO LANE BRIDGE (SEE NOTE 6 & 7 I I i ■ ■ l ■ II A I ■ I • �J � I 40' A BI-DIRECTIONAL AMBER REFLECTOR i! FOR DISTANCE 'Z ' SEE CHART2. # 1 o THERMOPLASTIC MEDIAN AT INTERSECTION r # 11 SKIP LINE WITH NOTE: REFLECTORS TWO WAY LEFT TURN SHALL BE EQUALLY II SPACED BETWEENIN K B AND© , BUT NO F A MORE THAN 18" ■ ,APART. ■ J is • LO-�.� �C' •_z.O • • I - BI-DIRECTIONAL AMBER REFLECTORS • I II 40' RADIUS F �J FOR DISTANCE 'Z SEE BELOW i II ■ ■ ■ BI-DIRECTIONAL AMBER REFLECTOR FOR DISTANCE Z, SEE BELOW. # 8 SOLID LINE WITH SKIP 81-DIRECTIONAL AMBER REFLECTORS--\ f- W r Z w w i W � w wo oN ZLL�-^yam ow �wz2n-am3FU w 'wo ~Oa JVOpW ago-�zwo�¢��3 Kwwa�=a0Zwo zoF�oQwomm,-g ��=r.S�WWZ3air IL wo�=wwa��w�a r=-a 33w n SQ 3 w=2'8 / i # 12DOUBLE SOLID LINE U J n A I K � 0 81-DIRECTIONAL AMBER REFLECTOR O # 13 RAISED MEDIAN - CHANNELIZED LEFT TURN/DIVIDED ROADWAY # 14 GRASS MEDIAN i # 15 RAISED CONCRETE 16 GISED j TRAFFICSEPARATOR 10' 10' 5' S' MEDIAN WITH TAPERED NOSE MONO -DIRECTIONAL AMBER- C� B i B ,! 0' 3' GAP GRASS MEDIAN (NO CURB) I TRAFFIC SEPARATOR ■ R6-1 W/CASE 1 II CONC. SEPARATOR B D �! M F.D.P.'S A A I A • ' j I7 BI-DIRECTIONAL NOTE: REFLECTORS ; NOTE: REFLECTORS AMBER REFLECTORS °r SHALL BE EQUALLY II SHALL BE EQUALLY D B SPACED BETWEEN ❑A SPACED BETWEEN ❑A • ' ° AND BUT NO AND R r ' '.. ©, . M © BUT NO , R t - ;'• - ;'. - D,�! ;' MORE THAN 18" MORE THAN 18" 0 ° . , . ° 3' GAP APART. - I APART. R6-1 W CASE 1 RIGHT TURN LANE / I! I' CONC. SEPARATOR !I NOTE: REFLECTORS 1$ l SHALL BE EQUALLY SPACED BETWEEN AND © , BUT NO A MORE THAN 18" APART. 4' MIN SHOULDER LEFT TURN LANE VJr�n # 17 RAISED CHANNELIZED 06 RIGHT TURN LANE ISLAND W NOTE: REFLECTORS ■ SHALL BE EQUALLYSPAco ■ � � ANDCED ©, BUT EEN NO � W � MORE THAN 18" W APART. i B J O UUUU INSTALL AT DROP RIGHT TURN LANE ONLY U R RAISED REFLECTIVE PAVEMENT MARKERS (RPM's) I CTnpAf:F PUT* PWART 4 1; 1 MONO -DIRECTIONAL AMBER-' NOTE: RAISED CONCRETE ISLAND A ® ® ® f = B - - •.:,..,. ;...,.:,. ;..:,..;..,..;.:,..,. ,..;.:,..,..;.:.. DENOTES DIRECTION OF FACE OF REFLECTIVE PAVEMENT MARKER. PAVEMENT MARKERS SHALL BE PLACED ON TOP OF CONCRETE ISLAND 18" APART A �• G 180'-0" TAPER ACROSS SIDE STREET OR MAJOR DRIVE SIDE STREET OR COMMERCIAL DRIVEWAY 1 r � G ! II FOR DISTANCE 'Z' SEE CHART 2 Shadow length's shall be 100 feet at all dual left applications, with 250' of 6'-10' skips. CHART #3 CHART #1 SINGLE TURN LANE STORAGE (MINIMUM - FT) CHART #3 NOTES: STRIPING KEY LENGTHS OF APPROACH STRIPING (FT.) TURNING VEHICLES PER HOUR 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' SHADOW. A = 6" SOLID WHITE SEE NOTE 5 & 6 MPH 30-60 61-90 91-120 121-15 151-18 181-21 211-240 241-27 271-30C >301 2. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALIZED. B = 8" "SOLID WHITE C = 12 SOLID WHITE 55 365 390 415 440 465 490 515 540 565 590 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; D = 18" SOLID WHITE SPEED DISTANCE X STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. E 24" SOLID WHITE 50 300 325 350 375 400 425 450 475 500 525 F = 6" SKIP WHITE TYP 10'-30') 30 500 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL :G = 6" SKIP WHITE TYP 6'-10') 45 280 'Z80 295 320 345 370 395 420 445 470 EVERY 2 MINUTES. H = 6" SKIP WHITE TYP 2'-4') 35 550 5. 6' - 10' WHITE SKIP LINE LENGTH = 180'. !I = 6" SOLID YELLOW 40 600 40 280 280 280 280 285 310 335 360 385 410 i:J = 18" SOLID YELLOW 6. USE OF SINGLE LEFT TURN FOR VOLUMES IN EXCESS OF 250 iK = 6" DOUBLE YELLOW 45 700 35 280 280 280 280 280 290 315 340 365 390 REQUIRES APPROVAL FROM THE COUNTY TRAFFIC ENGINEER. L = 6" SKIP YELLOW TYP (10'-30') 50 800 N 6" SKIP YELLOW TYP M = 6" SKIP YELLOW TYP (2'-4')') CHART 2 CHART P = RPM MONO -DIRECTIONAL WHITE/CLEAR # # CHART #4 NOTES: Q = RPM BI-DIRECTIONAL AMBER/AMBER DUAL TURN LANE STORAGE MIN._ FT TURNING VEHICLES PER HOUR 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100' SHADOW. R = FDP WHITE DISTANCE BETWEEN S = FDP YELLOW CROSS HATCHED LINES MPH 0-240 241-300 301-360 361-42 421-48 481-54 >541 2. APPLIES TO RIGHT OR LEFT TURN LANES. IT = RPM BI-DIREC. WHITE/RED 55 490 515 540 565 590 615 665 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; POSTED SPEED Z 50 450 450 475 500 525 550 600 STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. LIMIT (M.P.H.) (FT.) 45 450 450 450 450 470 495 545 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY S 40 20 2 MINUTES, AT 95% LEVEL OF CONFIDENCE. 40 450 450 450 450 450 450 465 5. ASSUMES 50% - 50% LANE DISTRIBUTION. 45 30 > 50 40 35 450 450 450 450 450 450 485 6. 6' - 10' WHITE SKIP LINE LENGTH = 250'. II I. I � l i� i l CD Z 0) U L Q N Q � Z 0 a) w � U_ c 00 Ni oU0 a Wo`Q Zc;0W W �o> �No� Q� cr N Z O = Wo Z.o 04 Woo~ Z Q J g m LL �N 1 j Qo - N � titi w Z_ 0 Z Z 0 Q�QF- (n Lv-L C�WIQU ww > {ri Q 0- o w U w o = w O �-ow0::� 0::� n t¢--w F- v>' >_ Z zLLJ wLjJ o a _ z 0- U MOM COMECA JOSEPH W. SCH AFLREG..l 3 RO&Vf NO. 07-027 i ! I I ! i I M 1 M-4 M-7 M-9 M-12 g• -ASBUILT 8* PLUG M INDIAN RIVER COUNTY M-18 STA T.O.P. +0 4.es NOTE: A MINIMUM TEXT SIZE DETECTION TAPE PROVIDE TRENCH GRADE OBSTRUCTION 36" (MIN) pRM STA 0+37 ON ALL ASBUILT SURVEYS DEPARTMENT OF UTILITY SERVICES (SEE NOTE NO 6) COVER' I ASBUILT B" FIN., R-8 TURNS 1/8" SHALL BE REQUIRED AS -BUILT REQUIREMENTS SLOPE AS REQ'D { _ T.O.P. aL 4 40 " PROVIDE TRENCH 1. All as -built drawings (24"x36") shall state in 1 lettering AS -BUILT" located SLOPE AS REQ'D GRADE * PRESSURE MAIN TRAFFIC BEARING UTILITY 3" FIBERGLASS POST 10'. ROADWAY 10' 1 R/W in the bottom right hand side of the drawing original and/or copies, along with RESTRAINED BOX AND TOP WITH LIFTING METER BOX TO BE GRADE ASBUILT 8" 90' BEND cONSIX TION INTO EMSM STA. 0+88 the as -built date. JOINTS - DEVICE IN TOP. IDENTIFY USED FOR VENTILATION SWALE M°""yaT """ 1RDIN/ 45' OR 22 1/2- ( ) PAVING STATE PLANE AwaiNATEs T.O.P. EL. 4.48 UTILITY 2. All state lane coordinates shah be based on the Florida State Plane iv BENDS (M.J.) CASING VENT I- 4A ANON °H" ASBUILT 8" FORCE MAIN P ENCASE AS REQ'D 2'(MIN) Horizontal data (East Zone); or Florida High Precision Geodetic Network (SEE NOTE 4) SPECIAL UTILITY CROSSING - FITTING TYPE GRADE (ROADWAY) Q, - SIZE OF MAIN (SEE M-13) PAVEMENT o ASBUILT 8" 22 1/2' BEND (superstation) and NAD 83/1990 - final adjustment. z ELEVATION F.Y. UNDER wJv STA. 1+1 OFFSET TR 6" MAX LAYERS OR OTHER APPROVED "'" T ""'"" • • i►/ r.O.PYaNT T.O.P. aL. 4.88 STA fzs+f8 (la' t) *18' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS " ' ••s• I 3. All e18Va#IOnB shown si1a11 be based on 1929 NGVD. \ _' \ ROCK BASE ><Jv r.o.P, aL 9.44 ASBUILT 8" 22 1/2'BEND F.Y. UNDER SAX. S. MAINTAIN TRENCH METHOD TO ACHIEVE IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT WIDTH Y-0" ABOVE 98% COMPACTION IS REQUIRED (SEE NOTE 5A) t // AIR RELEASE STA. f+88 OFFSET YR F.Y. T.O.P. aL 6.60 / / / >' �j -SERVICE 36" (MIN) VALVE OVER W.M. T.o.P. Ni. s.5z SAN s.r.o.P, aL e.4o 4. All incoming as -built drawings (24"x36") shall be received on a CD, as an TOP OF PIPE w \ \ ,� D STA. 1+38 ASBUILT A.R.V. TAP electronic copy, AutoCod 2000 format, with a tie to a minimum of two (2) o '0 GRADE LOPE TO /\ \ `• / \ �_ z F.M. T.O.P. aL. 6.43 STA. 1+28 OFFSET 7'R ASBUILT 8" SLEEVE state plane coordinates. (NOTE: Prior to submitting the electronic copy, one ,I r1 OBSTRUCTION ;LOPE ) �� AIR RELEASE \// \ t /GRAVEL OR Z W - - - `{ N 36 MIN COVER i. . _ - - - - - - - - - - - - - - - - - STd. f81j.11 te' LEFT) (1) copy of each as -built shall be submitted for review and approval. After N - + - VALVE AS ;� °i -DEPTH OF COVER - - - - - - - - - - - - - - - - - - - - - 3" p,V, T.o.P. ssz all approvals, a 24"x36" M lar reproducible * APPROVED BY IRCDUS �, • DRAINBOX ..pp { ) y p cible along with five (5) signed and I t« . 11' R-t/4 TURN CORNER SEE NOTE N0. 2 _ PRESSURE MAIN f;; � , VENTILATION 10 c� sealed copses of each as -built shall be submitted.) MAXIMUM WATER i - 4" MAX FOR ACCEPTABLE - 4' -O' ( MIN) , POLYETHYLENE TUBING r7 e� OF BLDG. LEVEL ALLOWABLE LAYERS DEFLECTION CENTER A FULL LENGTH OF PIPE 2" DIAMETER �. .1w � f y R �R G k R/W to 5. All engineering or surveying as -built drawings shall be tied to a minimum of DURING CONSTRUCTION • AT 98% ENCASE AS REQ'D AT THE POINT OF CROSSING STAINLESS STEEL 2" DIAMETER DUCTILE IRON TO EXTEND DUCTILE IRON M.J. FY. r.o.P. aL. 6.96 4 to } one (1) permanent reference monument (P.R.M.) that shall be tied to a STANDARD u11LITr caosstNe - DEFLECTION TYPE NIPPLE fr STAINLESS STEEL ONE LENGTH MINIMUM CLASS 52 PIPE TO TEL aL B.z6 $ + `° b N minimum Of one (1) section corner or one -quarter (1/4) section corner ELEVATION �: C4 2 NiPPLE FINISHED GRADE „ a,r whichever is closest to the project. State plane coordinates shall be physically 3/4" DIA BEDDING ROCK NOTES ELEVATION R/`r/ rear. LW as UNDISTURBED shown on the drawing next to the P.R.M. used. OR PEA ROCK WHERE 12" PIPE 12" 2' STAINLESS STEEL - ?. T 3+0 T T CONDITIONS REQUIRE OD SOIL 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER DOUBLE STRAP • • x2" CURB STOP TRENCH WIDTH SPECIFIC ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE SERVICE SADDLE CROSSING BE ALLOWED. + 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' ELEVATION MAXIMUM JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. ..*00 PROVIDE OFFSET Z (2 COATS MINIMUM) CUT OUT FOR OD Z 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. OF MAIN NOTES N 5. USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18 INCHES. DIP SHALL BE USED FOR GRAVITY SEWER AT WATER LINE CROSSING WITH A LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A POINT OF CROSSING, AND TO LOCATE THE `r ! 1/2 CUBIC YARD ELEVATION ! PLACE OVER PIPE IN VALVE LOCATION 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE, WITH A MINIMUM OF AT LEAST 3/4" GRAVEL OR 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 3 FEET BETWEEN WATER MAIN JOINTS AND OTHER PIPELINE JOINTS. SEE INDIAN RIVER COUNTY WATER DETAIL SHEET FOR FURTHER INSTALLATION DETAILS. DRAIN ROCK WATER MAIN/WASTEWATER MAIN ! 4. MECHANICAL COMPAC110N NOT ALLOWED BELOW THIS LEVEL 6. SEE TRACER WIRE DETAIL M-14. N OTES 5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL NOTES 6 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM CARRIER PIPE SIZE STEEL CASING MINIMUM WALL THICKNESS 4" 12' .185 6" 14' .250 8" 16" .250 10" 20" .250 12" 24" .250 16" 32" .375 20" 40" .375 24" 48" .500 30" 60" .625 36" 72" .625 42" 1 84" .625 48" 1 96" .625 El 121+00 122+00 123+00 '*'' 6. All utility as -built construction located within the rights -of -way, easements and alike shall be tied to the respective rights -of way, easements, etc., every 1,000 feet and change of direction. 8 SAN. S. (EXISTING) ITURNS P.V., RS 4 7. All utility as -built construction plans that are located within a distance of STA. 188+74 T.O.P. EL. 4.40 one (1) mile from any Indian River County Global Positioning System (G.P.S.) control project monuments shall be tied into the project from one (1) on -site Permanent Reference Monument (P.R.M.) subdivision Corner, or site plan project NOTES corner. 1. ITALAUCIZED PRINTING, SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE B. A11 as -bunts shall clearly Y depict Ict as -built utility lines that were constructed (MYLAR) ASBUILT SURVEY DRAWINGS; ORIGINAL ASBUILT SURVEYS TO BE SIGNED, along with their respective easement (if required). As-builts will not be SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL ALSO accepted unless the verbiage "Proposed" and/or "To Be constructed" have been BE PROVIDED ON A CD IN AUTOCAD 2000 FORMAT OR LATEST VERSION. 2. BASELINE OF CONSTRUCTION do STATIONING OF ITEMS TO BE ON THE CENTERLINE revised to read "AS -Built". As -built Construction drawings with, to be OF THE ROADWAY. 3 OP OF DIDC ELEVATIONS do STATIONING TO BE TYPED LISTED SEALED constructed terminology, will not be accepted. ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. TT MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE ANY PERMANENT A1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE • k SUBMITIE IR' FOR THE ENGINEER TO LOCATE THE ARELEAS� VALVES AS BELOW", CAUTION: FORCE MAIN BELOW", OR "CAUTION: REUSE WATER MAIN ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. CONSTRUCTION PROCEEDS. 9. All as-builts shall be certified by the project engineer or contracting BELOW". TRACE WIRE SHALL ALSO BE USED CONiiNUOSLY ON ALL PIPE. UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION IRCDUS. 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS 1D surveyor. MAINS ETC). NOTE CLOSE EACH VALVE. (SEE DETAIL II I B. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND RE -USE MAIN VALVES. 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS 10. All projects, Which Utilize lift stations, shall specify on tans as to Whether 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED SEPARATION EQUAL TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, 1. IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. P j P Y P BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS THE PIPE FROM THE TOP OF THE BANKS OF ANY BODIES OF WATER E METER OF AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS ADJUSTED ACCORDINGLY. 6. ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE. EXISTING or not subject lift stations are to remain private or are to be dedicated to the SPECIFICATIONS OR THE OTHER JURISDIC11ONAL AGENCY SPECIFICATIONS, CROSSING. PRODUCTS LIST. UTILITY LINES SHALL BE SHOWN WITH A THIN DASHED LINE. county. WHICHEVER IS MORE STRINGENT. PONDS, CANALS, ETC) 7. ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM 3. SEE TRACER WIRE DETAIL (M-14) HORIZONTAL SEPARATION OF 6' (PREFERABLY 1V) EXISTS AS MEASURED FROM THE PARCEL ID I¢ INDICATED IN PLAN, 11. All fire hydrants and valves shall be located with state plane coordinates and shall be identified on the as -built. OUTSIDE WALL OF EACH MAIN. + SEE INDIAN RIVER COUNTY WATER DETAIL SHEET FOR FURTHER INSTALLATION DETAILS. PERMANENT I . CASING INSTALLATION 12. All as-builts shall be complete and approved before commencement of (UNPAVED EASMENTS) (AUTOMATIC -WATER /SEWER) AS -BUILT DRAWING TRENCH DETAIL UTILITY CROSSINGS AIR RELEASE VALVE DETAIL LAND MARKER DETAILS (EXAMPLE) fled test. j • M-2 M_5 M-g M-10 M-13 M 16 M-18A ASPHALT SURFACE FINISHED GRADE FINISHED GRADE INDIAN RIVER COUNTY TRENCH WIDTH ! DEPARTMENT OF UTILITY SERVICES I----3a' SQUARE I--24• SQUARE --\��\�\,�� \�\�\/� /\\, \�\r��• SURVEY REQUIREMENTS MECHANICALLY TRENCH WIDTH 'W + 4' MIN 180' RETURN BEND CONC. ENCASEMENT 6" MIN. 1. All Construction and/or Route surveys shall meet the PAVEMENTNG SURFACE RESTORATION 6»Y. BETWEEN OUTSIDE DIAMETERS minimum requirements of the Chapter 61G67, Florida EXISTING . • OF PIPE (TYP.) MIN BASE Rro STAINLESS STEEL Administration Code Pursuant to section 472 of the Florida • ° ' •' (1) - No. 3r 1/2' PVC pµ INSECT SCREEN \ \ 3" PIPE Statutes. • • •: I CONTINUOUS I AIR RELEASE AND FITTINGS 1 1 316 STAINLESS STEEL - / / / / / / / / / / / / / / / / • PAD NO. se VALVE r w0P4°iONG i cNE1°') ""' SEWER 2. All state plane coordinates shall be based on the Florida cONnrluous WATER MAIN State Plane Horizontal data (East Zane); or Florida High UMEROCK VALVE BOX SLIDE TYPE of Precision Geodetic Network (superstation) and NAD 83/1990 - • BASE VALVE BOX - _ Tt SECTION A -A / / / / / / / / / / / / / /T TYPE I TYPE it ! TNANISEWOETUR� final adjustment. DETECTION TAPE / / / / / / / / / / / / REPLACEMENT DUCTILE RON STAY -PUT COVER ! .' . (SEE NOTE NO 8) / / / / / / / / / / LIMEROCK BASE POLYETHYLENE RAISED LETTERS MARKED: 2" STAINLESS " SANITARY ! IN 3 LIFTS AT CURB STOP Box 'WATER' SAN• SEWI OR STEEL NIPPLE 2 DIAMETER PLAN VIEW SEWER CONCRETE 3. All elevations shown shall be based on 1929 NGVD. "REUSE WATER' AS APPUCA13LE STAINLESS STEEL -i ENCASEMENT 98% I CONCRETE 4 1 co to construction survey be BRASS VALVE INDICATOR NIPPLE PARTIAL Incoming rveY 9 6' (MAX) LAYERS OR ; Top SLAB RUNFORCN° AREA OF received on a CD, as an electronic copy, AutoCad 2000 OTHER APPROVED METHOD iv (SEE NOTE 6) .:: UAM )MLR F IN/PT (•) - 2 O TO ACHIEVE 98% COMPACTION :• B- ) - - " MIN. format, with , a Ve to a minimum of two (2) state plane _ N \ ) 24' (MAX) 2" STAINLESS STEEL 2"STAINLESS STEEL ! CASING PIPE (DIP I WAS 'o o � coordinates. (NOTE: Prior to submitting the electronic copy, MAXIMUM WATER LEVEL 4" MAX DOUBLE STRAP CURB STOP OFFSET WITH BENDS DRILL OR THREAD OPENING, MAIN o o WATER MAIN one (1) copy of each as -built (24"x36") shall be submitted ALLOWABLE DURING + \ `� SERVICE SADDLE OR e9e0 AS REQUIRED WATER LINE TO „ \� LAYERS FLANGED TEE N �7 WELD CONNECTION, OR BE OVER TOP for review and approval. After all approvals, a (24"x36") Mylor CONSTRUCITON 4» _ //� AT 98% • • +� � I 6" I SADDLE AS REQUIRED OF SEWER LINE reproducible along with five (5) signed and sealed copies of TYPE I TYPE it 8 WHERE POSSIBLE - TYPE CONDITIONS PERMIT - ! each as -built shall be submitted. r o r-0. THE LOWEST POINT QF CONFLICT 3/4" DIA BEDDING ROCK 12" PIPE 12" MAIN AT OR ABOVE 4 OF GRAVITY j A ROCK TO EXTEND 'i MAINA t- - . P 5. All construction surveys shall be tied to a minimum of one OR PEA ROCK WHERE UNDISTURBED SOIL ABOVE EXTENSION WRAP WITH NEOPREME BOOT WITH CONDITIONS REQUIRE OD FILTER CLOTH T, (1) permanent reference monument (P.R.M.) at the end Of TRENCH WIDTH PROVIDE EXTENSIO MARKER STAINLESS STEEL STRAP project. each ro act. One P.R.M. shall be tied to a minimum of one 'w ELEVATION AS SHOWN BALL A I'" I�TM MAIN TRACE WIRE-_, ELEVATION A � ) M,, Wm W" i (i) section corner or one -quarter (1/4) section comer 5 i II CLASS 1 CLASS 2 whichever is closest to the project. State plane coordinates JQPAMIN WATER MAIN/WASTEWATER MAIN ks shall be physically shown on the drawing next to the P.R.M. used. NOTES �c�n III ENCASEMENT DETAILS _ 1 it N.T.S. 6. Ail surveys that are required for the use of engineering NOTES 1z' (MN) AVOID NOTES design, and are located within In distance of one (1) mile from 1. WHERE SOIL COND111ONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE ! � t;r1 � APPROVED METHOD OF CONSTRUCTION. ELEVATION 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE I any -Indian River County Global Positioning System (G.P.S.) 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THEA2�IYr�/ sH &MY MAIN 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BEiWEEN WATER MAIN aontroi project monuments, shall be tied into the GPS 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATE IALS IRCDUS. M^I" do SEWER IS LESS THAN 18 INCHES, DUCiiLE IRON PIPE MAY BE USED monument from one (1) permanent reference paint or the AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.� ! IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A subdivision corner that is alongthe surveyroute and shall 2. AIR RELEASE RISERS TO BE S A VERTICAL POSITION AND ELEVATION LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO then be tied to the survey bae line. 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, ' 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY NOTES AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE I. LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE, NOTES NEW STEEL CASING PUBLIC WORKS/FFDOT STANDARDS. 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS CROSSING. 7. Horizontal Control Monumentation for utility lines shall be a 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES OR P.E. PIPE 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER SEE M-11 . 3. SEE TRACER WIRE DETAIL M-14. 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ': ELEVATION minimum of two {2) points at a maximum of 1,400 feet 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". ( ) AS A MINIMUM. between points and shown on all plans. 3. LOCATE MARKER BALLS ARE TO BE PLACED ADJACENT TO ALL VALVE 4. IF FORCE MAIN IS 6" OR LARGER A 4" TAP AND AIR RELEASE VALVE ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED j P 8. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER SHALL BE USED. BY IRCDUS. 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BOXES. SHALL BE D.LP. WITH MECHANICAL JOINTS OR CONCRETE ENCASED 8. Vertical Control (when required) for linear utility lines, such BELOW", CAUTION: FORCE MAIN BELOW", OR "CAUTION: REUSE WATER MAIN 4. SEE TRACER WIRE DETAIL M-14 2. CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING NOTE ITS ENTIRE LENGTH. as sewer, shall have a maximum of 1,100 feet between 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER BELOW". TRACE WIRE SHAH BE USED CONIINUOSLY ON ALL PIPE. 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. GRAVITY WASTEWATER SYSTEMS. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE OR SANITARY L existing construction or established benchmarks. (SEE DETAIL M-14). (SEE W-1). 3. REFER TO M-12 FOR CASING SIZE. IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. ( 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE SEWER PIPE) AND A WATER MAIN (OR FORCE MAIN) THE WATER LINE (OR FORCE MAIN VALVE - GREEN FORCE MAIN) SHALL BE CLASS 52 Q.I.P. OR CONCRETE ENCASED. REUESE MAIN VALVE - PURPLE AIR RELEASE VALVE DETAIL (PAVED AREAS AND SHOULDERS) 4" ABOVE GROUND JACK AND BORE TRENCH DETAIL VALVE AND BOX (AUTOMATIC - WATER/WASTEWATER) CONFLICT MANHOLE (CASING VENT) UTILITY ENCASEMENT M_3 M_6 M_8A M-� M-14 M 17 M-18B INIST. LOCATE FINISH GRADE /MAR MEETER I_ ITN XES EDGE OF EMExt GENERAL INFORMATION TO BE SHOWN PAVr i%�Mfl X .iY ON AS -BUILT AND SURVEY DRAWINGS 24" X 24" X 6' THICK FIBERCRETE PAD AT 12'� ai. i• EACH VALVE BOX (SHALL BE 36"x 36" IF CARRIER PIPE tATAPE�- 1. Existing right-of-way limits and/or easements rw1E LOCATED IN TRAFFIC WAY) (ALL RESTRAINED) + IDENTIFY UTILITY S.S. NIPPLE (TYP,) within the limits of construction. " 20'-0CONTINUOUS J10 STRANDED (WATER OR SEWER) 4" STANDARD THREADS LEVER ACTUATED (TYP) COPPER TRACE WIRE GRADE VALVE 2. Survey baseline stationing every 100', control points 2"0 CURB BOX " ROADWAY ' TO HOUSE TRACE WIRE o 2'-6" 5'-0" 5'-0' 5'-0 2'-6" 51A�;• ( ELEVATION -SERVICE DETAIL ( ) GRADE (SWALE) 2" MIN (WASTEWATER) set every 500 , and at angle change of direction. \rF WITH DUCTILE IRON LID ! ; A 3. Show cross section elevations at grade every 100' °° �F•afQea"oFAu'FmnN sT'� f for gravity sewer line construction and 500' for water line and force main construction. Elevations that RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER PIPE DIAMETER D. I. P. P. V. C. PIPE ETER D(INCHES) 90' 45• 22 1411 �,( 90' 45' 22 � 11 It s" 4" e" 8' 10' 12" IS- 20' 1 24" 30" 8' 31Y 15' 10' V 40' 20' 10 S' 8' 0 0 0 0 0 0 0 0 0 0 4' 35 IV 10' V 55' 25 15' 10' 4" 40' 0 0 0 0 0 0 0 0 0 e" 55' 25' 10' V 80' 35' 20' IV 8" 1 50' 45' 1 0 1 0 0 0 1 0 0 0 0 e" OW 3O' IV to' 2V 40 20' 10' e" 75' 70' 1 40 0 0 0 1 0 0 0 0 10" 80' 3V 20' 10 110` 51Y 25' 15' 10' OW 90' 1 70' 40' 0 0 0 0 0 0 12" 95 40 20' iV 130" 55' 30' 15' 12" 121Y IIW 100' 75' 40' 0 0 0 0 0 Is" 12V 50' 25' 15' 165• 7V 3V 20' 16" 160' 155 140' 125 100' 70' 0 0 0 0 20' 15W 6W 30 15' 20V 85 40' 21Y 20' 20V 19W 1BV 17W 150' 130' 75' 0 0 0 24" 180' 70' 3W 20' 21V 90 45' 25' 24" 160' 155' 15W 14W 13W 12V 90' ISO' 0 0 SO" 190' 80' 40' 20' 25V 105' 50' 25' 80" 195, low 185' 180' 170' 160' 120' 10W 70' 0 88' 22W 95 4V 25' 0 0 0 0 ee" 22W 220 215 21V 205' 195 180' 150' 125 7V 42' 24V IOW S0' 25' 0 0 0 0 42' ' 246' 24V 235 230' 22V 22V 205' 180 155, low 48' 260 120' 60` 30' 0 0 0 0 49" 255' 250' 245' 240• 235 230' 215' 195' 175' 125 RESTRAINED LENGTHS FOR DEAD ENDS AND BRANCHES FROM TEES SHALL BE THE SAME AS FOR 90' BENDS LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE STRIP 4' MINIMUM CONCRETE F InN0. 3 CONT. PAD V SOreflect reflect any significant change in grade between the ° �• N0, 3ILCWWM- 1 11 II previously stated footage shall be shown on plans. 4" OR LARGER , VALVE BOXT. FORCE MAIN 0 0 (WATER) _ 2" STREET - 4. Existing parcels, tracts, and lot comer locations + ° s� 1 n n ELL WITH shown with front footage dimensions per plat when L 2" BRONZE PLUG SIDE VIEW A W LOCK -WING platted. If construction project is along back of lots, FLANGED TEE WITH THREADS FOR CONNECTION TO AIR RELEASE VALVE PLAN VIEW o CURB -STOP t OU. YD. 3/4" then show back lot dimensions. a CASING INSULATOR WITH RUNNER HEIGHT TO 3 TWISTSN (WATER) CRU HED ROCK BE LARGE ENOUGH, SO THAT IT DOES NOT 2'r TRACE WIRE HOUSING z DUAL H-METER BOX 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF CDR SYSTEMS I DIRT ROAD. INTERFERE WITH THE PIPE RESTRAINED JOINTS STEP 2 WITH GP 2" BRASS/COPPER CONCRETE/POLYMER BOX (TRAFFIC BEARING) 6. Existing utilities as located in field (water, Sewer, / 1 %� 1•�1:�:. " WATER MAIN WASTEWATER MAIN telephone, electric, cable TV, etc.) (NOTE: Sunshine 4" MINIMUM 5 WRAPS M , a'Q+ °o STEP 3 CONTINUOUS 010 STRANDED / 2" BRASS COPPER One to be contacted by surveying firm prior to survey locate; with the intent of county excavation.) STAINLESS STEEL SOLDER COPPER TRACE WIRE \ DOUBLE STRAP 7. Existing utilities as associated with number 5 above SERVICE SADDLE o j 2" CORPORATION STOP (WATER) (example: valves, meters, manholes, etc.) 4" OR LARGER NUTS &BOLTS - PLUG VALVE (WASTEWATER) 2"m BRASS FORCE MAIN 0 O STEP 4 Q B. Existing curbs, driveway widths and types. HALF HITCH FUI.F HITCH 0 INDICATOR EXAMPLE ° BEHIND EACH EACH SIDE OF STEEL CASING PIPE MAIN LINE SPLICE DETAIL BELL ALL VALVES 9. Existing drainage pipe crossings and driveway PLAN VIEW FLANGED TEE WITH FLANGE FOR CONNECTION TO AIR RELEASE VALVE CARRIER PiPE ELEVATION -VALVE BOX DETAIL culverts (type, sizes and invert elevations.) MAIN 10. Existing swales and/or ditches and elevations ISOMETRIC VIEW every 100' at top and bottom if within area of WATER MAIN /WASTEWATER MAIN ! construction. DETAIL NOTES NOTES NOTES SECTION A -A 11. Existing fences. NOTES 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 1, AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL 12 Existin shrubbe I E SYSTEM 9 trees and/or % rY 1. IF FORCE MAIN IS 6" OR LARGER A 4" TAP AND AIR RELEASE VALVE SHALL BE USED. NOTES 2. INCLUDE ALL COST OF MATERIAL do LABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL POSITION AND PLACED AT SUMMITS NTH TAR ENAMEL, 1. VALVE BOX LID SHALL BE PAINTED: BLUE FOR WATER 2. SEE M-8 FOR AIR RELEASE VALVE DETAIL 1. NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. TRACE WIRE. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50 50 RESIN CORE , 2. COAT ALL EXPOSED THREADS WITH A COAL 13. All other non -movable items such as mailboxes, flagpoles, etc. GREEN FOR FORCE MAINS PURPLE FOR REUSE WATER 3. SEE TRACER WIRE DETAIL M-14. WRAP W/3 ALTERNATING LAYERS TAPE, COVER WITH WATERPROOFING COSIOUND AND HEAT SHRINK WRAP. 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 3. VALVE BOXES TO BE TRAFFIC BEARING, 14. Ail street names. 2. BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE) i MECHANICAL. RESTRAINING JOINT FLANGED TEE JACK AND BORE TRACE WIRE (MANUAL) SCHEDULE AND NOTES VALVE BOX PAD FOR ABOVE GROUND AIR RELEASE VALVES (BLOCKING DETAIL) DETAILS AIR RELEASE VALVE DETAIL : I F- LLI 0 � r; rr vi rn a -' 3 -i Z 00 2 L' O O O U O a= w w 0 S zID�>-� F-oo rwWa0V �m 3irW NwaQzwo�aa'-3 QZ40wwO �w V�m�g K�W~�OKw WJQ� wo�=wwa�00"`a `r=-a33w�N3w�d0, U c) _J N J vi � M � a(D ory O Co �Nl 2 = o 5 0O 4-- W o WJ O m Q O z(3OW rn O v/ 05 Q: N 0 d .e O Ili I J zou�^ I-- w�L-J~ m� ZQLiLL � W W � � Y CN >CN �� j Q C) ( Z N U (iI OD -I z U O - O LL,�zWQ W (-) U J LL W W U U - Ld n Q C) z ::D a W U W w0 �- W 0::� Z � � W I- tn �' Z m Z W W Q j Q 8 z U M QIJOSEPH W. SCHULKE ( FL REG. NO. 47048 ❑JODAH B, tE V FL. REG. AD. 3V RO,6QT NO. 07-027 s 0 Q M a. n n Do a . 11 IN 11 x a a 1) l 2 0 0 a, V) c 21 r- T r O 7 � : I .. t � : :i . . ! I, REFLECTIVE W-1 METERS SHALL BE LOCATED IMMEDIATELY ►r-4 I W 7 W-10 i W-i2A. : MARKER INSIDE THE RIGHT-OF-WAY UNLESS NOTES. W-12B Low E>.ow uE�R OTHERWISE DIRECTED BY IRCDUS Cr ate) eAcow PREVENTER M so• cMR) «� i. A temporary jumper connection is required at all connections between existing active water mains and proposed new water TEMPORARY JUMPER SCHEDULE APPROVED METER BOXES METER R/W (TYP) 90• ANGLE LOCKING CURB STOP SHALL BE POLYMER main improvements. o (TO ACCOMMODATE 5/8"00/4'0 METER) CONCRETE do FIBERGLASS z 2) CORP STOP FOR DETAILS OF LINE a 2 0 PREPUNCHED FILLING SEE W-12<A) BEND & PIPE MAY _ _ + + - �_ 2. The Temporary Jumper Detail (W-12) is to be used for filling any new water main of any size from the existing active 1». 1;4" OR z" \\ HOLE UpOUCHTONE BE USED FDR FULL a - water mains and for the flushing of new mains up to 6" diameter (2.5 FPS minimum velocity) and for pulling G,, x CORP STOP a FLOW FLUSHING bacteriological samples from an new water main of an size. REFLECTIVE '-- VALVES TO BE LOCATED ROA WAY FINISH RIDE o - - ! g P y y MARKER I OUTSIDE EDGE OF UNPAVED 2'-V 2-° ii EXISTINGaz - r I ROADS 3. The jumper connection shall be maintained until after the filling, flushing, testing and disinfection of the new main has ca) a(L Er o�� vavEs ar-PASS rANCRE E P� 1 P 9 9 9 / \ ////////// - § � been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and /\/\ \\\\\�\\/ _ other pertinent agencies has been received. Adequate thrust blocking and/or restraints shall be provided temporarily, as - 9 ROAD- - -I - - 9 ROAD /\\��\� .- / 12" _ PLAN VIEW ' required. . MAXIMUM x MAIN UNDER 100 ARKER BALL 1 4. Pie and fittings used for connecting the new pipe to the existing pipe shall be disinfected DISTANCE CONSTRUCTION -.«- CUSTOMER RESPONSIBILITY �- IRCDUS RESPONSIBILITY -•- P g 9 P P 9 P•P prior to installation in IN LINE DUAL , accordance with AWWA C651, LATEST EDITION. The tapping sleeve and exterior of the main to be tapped shall be 12' } CHECK BY IRCDUS NEW WATER MAIN disinfected by spraying or swabbing per section Two of AWWA C651. The use of tablets is strictly prohibited. . F.H. x - - LONG S VICE (� NOTE 5) FLAW x PE 5. The Jumper connection shall also be used to maintain a minimum pressure of 20 PSI in the new mains continuously -- EXISTING OR NEW LIMITS OF FLUSHING ov FLANGED evm c PVC CASING SLEEVE SHORT (».XMrKM) after disinfection and Until FDEP clearance letter is obtained. VALVES SHALL WATER MAIN SERVICE TRACE WIRE GATE VALVE . i. + + + - + 6 The Contractor shall rovide documentation demonstratin that the double check backflow reve t'o AA T. 'n od MAIN SIZE JUMPER SIZE 4„ * 2" fi" 4" I 8„ S„ 8"I, or LARGER 8" TYPICAL VALVE LOCATION BE LOCATED STAINLESS STEEL 2 sLAe � P g p n I n i I ) go FOR UNPAVED ROADS ADJACENT TO DOUBLE STRAP ELEVATION LENOTH AS R•ao T I working order at the time of installation, and provide documentation that the double check backflow prevention device has NOTES TEE OR CROSS SERVICE SADDLE 12 suPPORr c,,e 1 '°$ ,r ,r been tested in the last 12 months, and is in good working order one year from installation by a qualified backflow INDICATE DISTANCE 'r I technician as approved by IRCDUS. FROM RIGHT OF WAY NOTES ELEVATION t-, 1 .'' i 1 *WITH THE USE OF A 2" JUMPER, A CDRPSTOP WITH SERVICE SADDLE TYP ao• tsri \�\i\�i/�� rr /\\��/i�/ /i /i\ /\/i /\ '/i\/i Q.</ \/iy/l(i / /i\ , i \//\ /�, » (TYP) nw, �C\!/\/.. I .�!, l� ll C!1 !i./ �,\��<\ - 7. Except as required to flush lines greater than 6 diameter, the tie-in valve shall remain closed and shall be locked in MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN REFLECTIVE 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON 01P the closed position b the utility company. The tie-in valve shall remain locked closed until the new system has been CONNECTION. MARKER CENTER. r� = P y y P y' y „ - cleared for use by the FDEP and all other pertinent agencies. 2. ALL SERVICES REQUIRE 36 MINIMUM COVER. eENo f ran , 1 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"O, DUAL SERVICES we uKm TEMPORARY NOTES SHALL BE A MINIMUM 1-1/2"0, TRIPLE SERVICES SHALL BE A MINIMUM 2"O NOTES „ED = I 8. Upon receipt of clearance for use by FDEP and all other pertinent agencies, the Contractor shall remove the temporary 7/2• PREFORMED "NT 7FFaM. 1D EWE PLACED SHOWN FOR cwarr jumper connection. The corporation stops are o I 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. BY --PASS NOT sN p p p t be closed and plugged with 2 brass or PVC stops. 1 JUMPER SCHEDULE ElEirt'EF27 PIPE AND CONCRETE i 4. 1"0 & 1-1/2"0 LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 1. A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS. ELEVATION oR PPE s(EEVE 2. A MINIMUM COVER OF NSI36" L REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. 2"0 LONG SERVICES REQUIRE A 3" MINIMUM I.D. CASING PIPE. CASING ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED 9. All installation and maintenance of the temporary jumper connection and associated backflow prevention 'device, fittings, 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE PIPE SHALL BE SCHEDULE 40 P.V.C. AND TESTED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF 1. valves, etc., shall be the responsibility of the Contractor. REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE WATER. A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE P y HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO FLUSHING POINT. NOTES I ! CLOSEST TO THE HYDRANT. APPROVED MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2. THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. 10. If the water main to be flushed is greater than 6" diameter or such length that a full pipe flush at the 2.5 FPS 4. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 2"0. 1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. velocity cannot be accomplished, the following procedure shall be utilized. 5. ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND OR CONTRACTOR 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 2. FIELD FABRICATED FLANGES ARE UNACCEPTABLE. y P g P 6. ALL MAINS LESS THAN 10' IN LENGTH AND LOCATED BETWEEN FITTINGS AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING 4. INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OF A 48 3. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS a) Install pressure gauges as indicated on Temporary Jumper Detail (W-11). SHALL BE D.I.P. POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING HOUR NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING INSTRUCTIONS. b) Open all downstream valves in the new system prior to flush. ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED 7. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. I c) Flush new water main thru tie-in valve maintaining a 10+/- PSI pressure differential between gauges during flush. WATER MAIN VALVE - WHITE 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE PAINTED AFTER INSTALLATION. (SEE APPROVED MANUFACTURERS' i d) IRCDUS personnel, in the presence of the Engineer of Record shall operate tie-in valve to insure that the required FORCE MAIN VALVE - GREEN INSTALLED. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. PRODUCT LIST) pressure differential is maintained. I i REUESE MAIN VALVE - PURPLE 8. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 5. BY-PASS PIPE DIAMETER SHALL BE SAME SIZE AS MAIN PIPE. 24" FROM SURFACE. 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2"0 r LOCATION DETAIL METERS' FLUSHING MASTER METER (VALVE AND FIRE HYDRANT) WATER SERVICE CONNECTION COMBINATION ASSEMBLY I . 1 i FOUR HYDRANT GUARDS W-2 1-1/2" 0 P•E LOCKING µ�-5 W-8 W- r ' GENERAL UTILITY NOTES AS REQ'D BY IRCDUS SERVICE LATERAL CURB STOPS 2` -0` VARIES 2' -O' FLOAT SWITCH CABLE (TO CONTROL PANEL) I " M.J. 6" ANCHOR COUPLING SEE NOTE 1(BELOW) - MIRE (TO PLUG VALVE M1TH ELECTRIC ACTUATOR) ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY 2007, METER BOX GRATING • UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. MEGA -LUG RESTRAINT \ / 90° \ / w (METER NOT SHOWN) FLOAT SNITCH (EMERGENCY • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. ! %� / OR EQUAL ®� ® Z 1SERVICE + EXISTINNG GRAD OVERFLOW CUTOFF) I . THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, 'JULY 2007." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT \ LATERAL DOUBLE DETECTOR _Em LEVEL SENSOR-METRITAPE i INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. I `� VICTAULIC CHECK VALVE HIGH WATER LM • 45• -D _ THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES, U.N.C.L£. AND ANY OTHER UTIUTY PROVIDERS 48 HOURS PRIOR TO w I COUPLING / / \ + + - - a-- 2" , i :i\i%/\/\ CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. Oa oa WI iv yi/\\ //\\ ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFlLTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL v o a �l r---If{h I �•--_ ` y � / \/ y BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION GATE VALVE PQ\ 2» + { } -,-.- , ; I LAKE OR POND INFLOW PIPE RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. ANCHOR TEE FOR 6" \ / - \ / - -" \� • ,\i\ -1 \ MECHANICAL JOINT 6" ®� ® BRASS COMPRESSION w -' ` 000D �,'� . t \ \/,\ A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR / a \ / /// / \ z WYE BRANCH 2" o ///�" / ONE (1) YEAR. M.J. VARIES BRASS LOCKING CURB IN LINE DUAL � w a , LOCKING CURB �\ij/ / - - - • THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE SETS OF BLUE/BLACK LINE PRINTS SIGNED AND 6" (MIN) PLAN VIEW CHECK BY IRCDUS Z STOP VALVE 1" CHECK VALVE / • /\�\/ // // �/ /��/ / WATER MAIN METER COUPLING BY-PASS PLAN VIEW \.\ \/\/�\,,\�\.\�\.\.\ \<\�\\;/j\�/\\�/�\/�\//\\//\\\\ SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. BY-PASS METER DETECTOR BYPASS �\r�\�\ a\ \\ \ii,//� � PUMPER NOZZLE 2"0 PREPUNCHED � I CORRUGATEES ALUMINUM CULV�1 FACING ROADWAY t CENTER HINGED OPENING HOLE FOR TOUCFETONE I , - 2'xr PREFAB CONCR CRUSHED STONE (LENGTH VARIES) WATER MAINS VALVE BOX ACCESS w (4%N7"MIN) W/STAINLESS STEEL PIN METER UD n_ 3 O CUSTOMER PLAN VIEW Box CULVERT ELEVATION -STILLING WELL i GRADE N a PIPING PIPE MATERIALS UTILITY PIPING TO IIETECTDR CHECK VALVE • DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.51-91, BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A I I • PROPERTY LINE BOX R < i i PROPERTY LINE 45' BEND (TYP REINFORCED CONCRETE MINIMUM WORKING PRESSURE OF 200 PSI, AND A LAYING CONDITION "TYPE 2. ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. � : \ coI - " (NO 3) ro � GATE VALVE • LINING AND COATING DUCTILE IRON PIPE), ( , I I a Z. a • 1. LINING: CEMENT MORTAR LINED AND SEAL COATED PER A.W.W.A. C104 ANSI A21.4-85 . '�' 6"GATE VALVE >:. >: 2 N M 0 INLET GATE W/ INDICATOR 45 BEND (RJ) 2. COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (1) MIL VALVE I \/.� g» pip plpE �:: �:: �:: - L 90' BEND DIP (m') 3. REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 1 MIL DRY THICKNESS. • POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 124r /I -+- + - - + \ 1.5 CU. FT. (TYPRODS _ .�(T�'P) EXISTING GRADE / V�� :.J; VARIES 45• OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. I \\n / /\\ / 1 O(MIN) CUSTOMS . ' w ?:,I I • PVC PIPE SHALL BE BLUE IN COLOR. \//�\� /\/ / /�\/ , \� CONCRETE PIPING (BY OTHERS) ; z NIGH WA_Tr7t IEVEI ALL PVC LESS THAN 4" DIAMETER SHALL COMPLY WITH ASTM D2241, D1784, D1869, AND F477. PIPE SHALL HAVE A WORKING PRESSURE OF 200 PSI AND SHALL BE DESIGNED WITH A 2:1 SAFETY FACTOR OVER RATED DIRECT CONNECTION LOCATE MARKER BALL (WATER) :: > 18" MINIMUM DISTANCE > /\O, , / //\// i / /\///\//�i/ // //�i '{?; \i • PRESSURE. \�j\Yj / AN O 'ti....� .. •...•..:.... •r- .... " :. b w�/\ \\i\ \\i /\ \ \ \\/ \ \�\ : f. y P URE. PIPE SHALL BE DR21 AND HALL HAVE STEEL PIPE OUTSIDE DIMENSIONS. PIPE SHALL BEAR THE NSF LABEL FOR WATER POTABLE PIPE ACCEPTABLE MANUFACTURERS: J-M RING -TITS OR APPROVED EQUAL ( cH R TYPE} ELEVATION :: v. W::•.,• :..�' A; ��%` i_ ':•< t It,/ POLYETHYLENE TUBING SHALL BE COPPER TUBE SIZE FOR USE WITH STAINLESS STEEL LINERS INSERTS AND COMPRESSION FIT TINGS. THE TUBING HALL BE RATED FOR 200 PSI AND HALL MEET REQUIREMENTS OF ASTM / 6" (MIN) ELEVATION UNDISTURBED / \ vac,. \T i /\ i v� / �'\ / i / /\ice �y�\�/�//\� / /�y/�//�/\�/��// //4i!�T\� / --- D-2239, AWWA C-901-88 SDR 9. THE TUBING SHALL BE MARKED WITH SIZE, MANUFACTURERS NAME OR SYMBOL, WORKING PRESSURE NSF APPROVAL, ASTM SPECIFICATION AND PRODUCTION CODE. WATER MAIN \ \, \Y\/ . g/ lr /, � \ / i lei.\ / \/\\j/\j\/��\%� %//i!LAKE OR POND I »�ONCRETE SUPPORTS \///\\/�\i��`/`�\�/\\/\\ • POLYETHYLENE WATER MAIN - 3 OR LARGER -SEE SPECIFCAIONS BELOW.NOTES __ (oR APPROVED BY IRCDUS) � 7p� E DIgCH //v �1/� �� NOTES PIPIR SEE /-1 } .u�yL. `, \\i\\/i�✓��i\ / JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH A.W.W.A. C-111.(ANSI 21.11-85). NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON 1. METERS OVER 2"0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY ELEVATION �j/\�//U>//\yjt` ='I f /�\��y�%C/\\/\/ pTnNG$ WATER MAIN /��\\\%�\\\ No. 4 STRAP AROUND BEND ((\\/�\\;��\i� /y� \ • \� —? I ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND HALL CONFORM TO AWWA SPECIFICATIONS C110 ANS121.10-87 , OR LATEST REVISION. FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL -COATED IN PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. CONTRACTOR. ///\// //y/ CONCRETE THRUST BLOCK /� /\��\\\/� ( ) 1• � OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE q OF 2. ALL METERS 2"O AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. ... 12,\ ACCORDANCE WITH AWWA STANDARD C104 (ANSM A21.4-85), OR LATEST REVISION, ALL ABOVE GROUND FITTINGS SHALL BE FLANGED JOINT, IN ACCORDANCE WITH ANSI SPECIFICATION B16.1 FOR CLASS 125 FLANGES. BOLTS THE NEAREST ROADWAY OR FINISH GRADE. 3. MINIMUM SIZE OF METER BOXES: 1"0 SERVICE (12" X 18"); 1-1/2"O AND 2"0 ELEVATION - DISCHARGE PIPE SHALL COMPLY WITH ANSI SPECIFICATION 818.2. SHEET, OR A MINIMUM OF 60 LF 2' ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. SERVICE (17" X 28"). " I • ON EACH JOINT RESSI EINOFSHALL A VALVE OR JOINT. NO SET SCREWBE BY NAPPCO C-1300,ATYPE MECHANICAL RESTRAINING MECHANISMS WILIRON 1100 AND 1500 RESTRAINER, OR L BE A CEPTED.ORDANCE THE COSTITH FORRESINSTAAL.LATION OF MECHANICALSCHEDULE ONI RESTRAINT MECHANISMS SHALL BEOINCLUDEDAINETHEIPE BID COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU 4. METERS GREATER THAN 2 0 SHALL BE COMPOUND METERS. REFER TO IRCDUS NOTES ITEM FOR INSTALLATION OF THE WATER MAIN. 3. OF ABOVE. APPROVED MANUFACTURERS PRODUCT LIST. 4. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 1, ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS NOTES VALVES WHERE POSSIBLE. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO • ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH CAST IRON BODY, BRONZE -MOUNTED, RESILIENT SEATED, NON -RISING STEM TYPE FITTED WITH "0-RING" SEALS. VALVES SHALL BE MECHANICAL JOINT, 5• ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. » BE INSTALLED ON THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE ANSI STANDARD 21.11. i BOXES AND PLACED IN ALL METER BOXES WITHIN 24 FROM SURFACE. INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND THE 1. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE (522C). 1 FIRE HYDRANTS TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. .2. PROVIDE A PLACARD WITH THE WORDS "RECLAIMED WATER IN USE." MEDALLION, BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDAON, OR AMERICAN DARLING B-84-9, COMPLYING WITH AWWA STANDARD C502. 6• ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL METER BOX 2. DETAIL SHOWN CAN BE MODIFIED , j D AND APPROVEDBY IRCDUS FOR EACH 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 7• ALL NUTS SHALL BE STAINLESS STEEL. SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS. 2 -2 1/2" HOSE NOZZLES AND 1 - 4 1/2" PUMPER NOZZLE (NATIONAL STANDARD HOSE THREADS), WITH CAPS ATTACHED WITH CHAINS. INDIVIDUAL PROJECT. PRODUCT LIST. " SHALL BE PAINTED FEDERAL SAFETY RED. 8• MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' I MARKING. 9 (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY PRODUCT USTPOLES, ETC.). REUSE PIPE CONTINUOUS TRACE WIRE IS REQUIRED TO BE INSTALLED WITH ALL PIPE. SEE DETAIL M-16. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF T-6" IN FRONT _ DISCHARGE DETAIL .NSTW TEROMAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED PROCEDURES. AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF DOUBLE DETECTOR ! NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE 10. THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE CHECK VALVE ASSEMBLY ! MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE FIRE HYDRANT DETAILS Is ATOP Asi THE INCHES, SEWER. AND PREFERABLY12NCHtRS,ROUND A80VEWATER MAINS OR AT LEAST 120SNCHES BELOWSING ANY STING OR PROPOSED GRAVITY- OR THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, LTA SITARY SEWER SHALL BE PREFER PREFERABLE TO LAY THE LAID WATER MAIN ABOVE THE OTHER PIPELINE. MAIN NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER, OR STORMWATER FORCE -MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. • AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THAT THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR W-3 WI-6 W-9 W 12 PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 6-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. i PRESSURE GAUGE " „ (SEE W-12A 10) WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE RECOMMENDED STANDARDS FOR WATER WORKS (LATEST 0 o REVISION) SHALL BE USED. A CORPORATION STOP SHALL BE INSTALLED WITH A o o DOUBLE CHECK VALVE PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. PIPE SHALL' BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL LENGTH OF 1"0 COPPER TUBING EXTENDING ABOVE 2" GATE „ W.M. FLOW -► VALVE (TYP) 2 -SCHWye- 4( Tee SHALL BE TAMPED IN 6 LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. I I THE FINISHED GRADE. THE TUBING SHALL BE " OR 'Wye" (TYP.) WATER MAINS MUST BE INSTALLED WITH A MINIMUM OF 36 OF GROUND COVER AND 42 BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN TH£S£ PLANS. INSTALLED WITH A 180' DOWNTURNED BEND. 2 METER REDUCED PRESSURE PLAN VIEW METER BOXES BACKFLOW PREVENTER METER BOXES SHALL BE "CDR" TYPE TRAFFIC BEARING BOXES. GATE VALVE 1" GATE VALVE WITH GATE VALVES"TESTING PLAN VIEW 1O COPPER TUBING o yyM• - \ • HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. i ,� rn DISINFECTING GRADE ROADWAY GRADE (SWALE) P a z P - ALL POTABLE WATER LINES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 10 OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004," AND A.W.W.A. STANDARD C651 AND y \ \ 1 _ N 2" SERVICE , EXISTING GRADE > RULE 62-555.345. \ \ \ / a z FINISHED UNION SADDLE w cV 1 I /1. , \\ / /\ /\ / -^ W� , ,\ 2• GRADE VALVE 2" LOCKING (MIN) �/% /\�;��\\,; I \%�//� \ ` - - -. '�, ,\` %\\;\�;\\`%\/,\\%\;'\\\��\;<\`��\;\�;\\�;\�;\\%\� � \ \�\\` ! WATER MAINS SC FORCE MAIN S Z " '`\'`�'`\�\ �`\'``'`'`\'`\'`r``'`�`''``'`\ Z POLYETHYLENE I BOX CURB STOP W M ¢ �/ /i /i//\�///\///\i//i\//��/�///\r /v/t%'/�//r //// W/PVC PLUG APPROVED 0 M � I. METER BOX c> CORPORATION STOP WITH -- v is 24"x18" (MIN) PLUG WHEN ABANDONED iv ap FINISHED CORP STOP MATERIALS FOR PIPE SIZES 3" AND LARGER SERVICE GRADE A. MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFlCAiION 345434C PER ASTM D3350; AND I . 1 CUBIC FOOT -0 (T�'P) MEETING TYPE III CLASS C CATEGORY 5, GRADE P34 PER ASTM D1248. COMPRESSION • - FITTINGS CRUSHED ROC4- GRAVEL K 'fl \ \ \ \ , \ \ \ \ I * B. POLYETHYLENE PE PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. "� � , \\�!\,\y\j�� y� a\,\,��j�y�! + - - C. DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER. ALL �R.S.G.V. ° 2" POLYETHYLENE - - - - PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HOB) OF 1,600 PSI. -I- DIRECTION OF FLOW D. PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.41F MEETING THE REQUIREMENT'S OF STANDARD DIMENSION RATION (SDR) 11 AS MINIMUM STRENGTH. ELEVATION TIE-IN VALVE TO BE FITTINGS I + CLOSED AND LOCKED Z2' SERVICE DOUBLE A. ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL BE MOLDED OR FABRICATED BY THE + WATER MAIN SADDLE SS (TYP) MANUFACTURER. NEW WATER MAIN B. ALL TRANSITIONS FROM PE PIPE TO PVC OR DUCTILE IRON HALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE USED FOR PIPE TYPE LJJ_tRESTRAINED PLUG (M.J.) NOTES TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI B16.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH A 316 STAINLESS FLANGE PER ANSI B16.1. THE FLANGE HORIZONTAL DISTANCE EQUAL ELEVATION ADAPTER ASSEMBUES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. » TO DEPTH OF COVER EXISTING WATER MAIN 2 CORPORATION 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER ELEVATION 1 JOINTING METHOD i STOP INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW A. THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL PIPE SO JOINED SHALL BE MADE ELEVATION PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE HALL BE FURNISHED IN STANDARD LAYING LENGTH'S NOT TO EXCEED 50 FEET. UTILITY. 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ 1 PIPE IDENTIFICATION NOTES BACKFLOW PREVENTORS, NOTES A. THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5-FT.: NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER. NOMINAL PIPE SIZE. DIMENSION RATIO. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED NOTES BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE sTHE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE IN ACCORDANCE WITH ASTM D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN 160 S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT PRESENCE OF THE ENGINEER OF RECORD. i E.G., ASTM F714 OR D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF MANUFACTURE CAN BE DETERMINED. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. B. NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE WIRE DETAIL M-16. SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS 2. ALL LINES TO BE FULL PIPE FLUSHED. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. APPROVED BY IRCDUS. 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. TESTING ALL PE WATER MAINS SHALL BE FIELD -TES 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND MATERIALS AS APPROVED BY IRCDUS. APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-O" 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. ABOVE THE HIGH WATER LEVEL. B. ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE ENGINEER. C. TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LINE DURING FILLING AND AGAIN BEFORE APPLYING TEST PRESSURE. APPLY INITIAL TEST PRESSURE AND 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE ALLOW TO STAND WITHOUT MAKEUP PRESSURE FOR TWO TO THREE HOURS, TO ALLOW FOR DIAMETRIC EXPANSION OR PIPE STRETCHING TO STABILIZE. AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. TEMPORARY SAMPLING POINT 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' TEMPORARY PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. i PRODUCT LIST. D. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, TESTS, AND PRESSURE OF THE PIPE", (BACTERIOLOGICAL) 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). JUMPER DETAIL UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKE-UP WATER TEST, TABLE 111, ON PAGES 24 AND 25 AS 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED I PUBLISHED BY THE PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT PRESSURE DROPS DURING THE FINAL TEST PERIOD, THE INSTALLED PIPE PASSES THE TEST. TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. E. IF ANY TEST OF PIPE LAID DISCLOSES LEAKAGE AND SIGNIFICANT PRESSURE DRIP GREATER THAN THAT ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN EXPENSE, LOCATE AND REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE. THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS. 2" BLOW -OFF BACKFLOW PREVENTER 1 OTHER OTHER APPLICAPLE SPECIFICATIONS FOR WATER MAINS WRITTEN/PROVIDED FOR IN THESE PLANS (IE: VALVES, FIRE HYDRANTS, MARKINGS. INSTALLATION, TESTING, DISINFECTION, METERBOXES, ETC...) SHALL BE COMPLIED WITH. i I I i I i I !: I I- w r I Ui ( v. ((�� rn 0 r W 6 l,� U J Q�QW Q 0 0 I o czi o waf 0 i WZONar� �Wo (� a��woago3 a~ C W`x=O ZWOg 3� FOoL"��a= �W�- S�oa,W W3�K w0==w�a zWafo d �. 05 U M a) N Q (D C 0) Q - .L-W O a) co J Q ��= S()oU"o- WoWJ • O UJ Q O Zo0W Lr :�tZW W � ~ cx� C:)W ,mot Z o 1 W W .�-� _I - cD�c=nN 0 .ZQJ� I-] 00�=mLL W F- W W Y �U-N 0Y W Cs) j Qr_ :)_ � ZN ti U Uti ^ ) j W U F- r F_ N � J Z O c)aF- �- Q W W 0 ILL. > W U W W < ZCn Q 3: uu 0 W Z o W U W Ock-,WO Li 0 W cr_ L� Q_ 1- I.LLI (/) F- 0 >- Z W m Q Z :M ILLJ LA_ Q C)O 0 86 >- 0::� Z U � 0 JOSEPH W. FL. REG. A ❑ JODAH B. I C ❑AMP) FL REG. DA 07-027 1 8-4 MANHOLE FRAME & COVER 8-7 8-10 2x4 MARKER PAINTED GREEN MANHOLE NOTES cur CLAssIFlCATION SPACE AROUND OUTSIDE OF PIPE SHALL BE GENERAL UTILITY NOTES: HEEGHT COMPLETELY FILLED WITH NON -SHRINK GROUT. 8' CAP I REMOVE CONCRETE AND BEND EXPOSED EXISTING • is ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY 2007." �OF ROAD CROWN LEVELKG RINGS REINFORCING STEEL AROUND OUTSIDE OF PIPE • UTILITY CONSTRUCTION IS SUBJECT To INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. z ELEVATION OF ROAD m 2 COURSES MIN) SEE MANHOLE ! j 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO 5 CaURSEs MAX = EFFLUENT do (FOR FIELD INSTALLATION) ! • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL To THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. YE- 0" \MEET OR EXCEED A.S.T.M. A 185. Z " "� 'b < INFLUENT DETAIL • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004. WHERE f I 2. ALL CEMENT TO BE TYPE I. 24 3/4" 7 1, MINIMUM SLOPE 1 4 PER FT iv g j MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. USE GREAT SLOPE $ 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO PIPE CONNECTION TO BE NEOPRENE BOOT THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY OTHER M a WHERE POSSIBLE a MEET OR EXCEED A.S.T.M. C 478. FUMBLE WITH STAINLESS STEEL ACCESSORIES UTILITY PROVIDERS 48 HOURS PRiOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FiELD. 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO 8E OF 2,500 P.S.I. FILL PLASTIC Z " ! • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS CONCRETE FINISHED SMOOTH WITH STEEL TROWEL GASKET o a ! REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND __'--DEPTH TO BE I 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8'. H.P. ELEV. OF FILL CONCRETE GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. DETERMINED IN THE a o b TO BE SAME AS OD OF PIPE / FIELD AS REQUIRED TO ELEVATION 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR µj I I 2 PER FOOT SLOPE • A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO AvolO uTlunl (TYP) EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL}. o &• 4'-0" iD � cr GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. MARKER 6�z4 AWLLIYET(�TY�P) 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. OR 5'-a" ID i3 SLOPE • THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. ? ? '1 SETS OF BLUE/BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY U1ILITY DOUBLE SERVICE 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP 1v A 2'/FT A ,;•::;;r+,.; SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. SINGLE SERVICElo TYPICAL CONNECTION REQUIRED.6*0 ��'•'' • + +•^. a •=`+ ! SANITARY SEWERS 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL a -}- STANDARD Y BRANCHES STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE TO BE LOCATED IN THE FIELD - - - 6" (TYP) ' POLYVINYL CHLORIDE PIPE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION 6' MIN z DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. (T�') pIPE I .' GENERAL INSTA(L)LED PLUG WRAP WITH I ! POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. DETECTION TAPE = 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN INVERTF GRAVITY SEWER PIPE AND FITTINGS I; FILL CONCRETE FLOOD ZONES. OR BRICK W/TYPE I SEE PIPE OPENING 60 g " DETAIL (S-td) + GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034-SDR 26. _ BENDS As 12. N0. 40 BARS 9 O.C. EACH WAY IN SLAB (TOP AND BOTTOM). CEMENT MORTAR • ;;' FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. REQUIRED 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING ELEVATION PLAN VIEW 3" (MINIMUM) ! • POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM of 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. z 6"m AND EXITING MANHOLES. SECTION A -A j • !' MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). OF SEWER MAIN TO BE 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL ! I ON qOF STREET UNLESS •', ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. 6" DOUBLE •r COMMERCIAL OTHERWISE APPROVED BY IRCDUS PRECAST MANHOLE TOPS AND CASTINGS. ELEVATION THE PIPE SHALL BE GREEN IN COLOR. (6'x4• "Y' RESIDENTIAL) 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" • : JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WiTH ASTM DESIGNATION D3212. PLAN VIEW SHALL BE PROVIDED AS REQUIRED BY IRCDUS. TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" TESTING 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). INSPECTION SHALL BE BY USE OF A SELF CONTAINED TELEVISION SYSTEM AND LAMPING, IN ACCORDANCE WITH INDIAN RIVER (COUNTY UTILITY STANDARDS. • EFLLTRATION OR INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT. PERSONNEL. 'ACCEPTABLE LEAKAGE TESTS WILL NOT EXCEED 100 NOTES: 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE GALLON/INCH DIAM./DAY/MILE OF SEWER PIPE. AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE NOTES j 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. INSTALLATION 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE 18 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. LATERALS. NOTES INSTALLA11ON OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER To MAINTAIN PROPER GRADE. PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 2. SEE STANDARD MANHOLE CASTING DRAWING N0. S-3. �. • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 3. SEE PIPE OPENING DETAIL DRAWING N0. S-10. PRODUCT LIST. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS ! PRODUCT LIST. TAMPED IN 12" LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95% OF THE MAXIMUM DRY DENSITY (AASHTO T-180). DENSITY TESTS SHALL BE PERFORMED 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE. APPROVED MANUFACTURERS' PRODUCT UST. FIBERGLASS LINERS SHALL BE " ON THE BACKFILL AT A MAXIMUM OF 200 Ft. INTERVALS, AND ADJACENT TO THE STRUCTURES. 5. PLUMBING CONTRACTOR TO INSTALL 4" CLEAN OUT IN EASEMENT AT TiME INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. 5. USE 5-0 t.D. MANHOLE AS DIRECTED BY THE IRCDUS. ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER of 36". j OF TiE-IN. • j PROPOSED GRAVITY SEWER (SHALLOW SEWER) MANHOLE NOTES STANDARD DEEP M.H. ! PIPE OPENING DETAIL FROM To DIA LENGTH VELOCITY STANDARD LATERAL j MANHOLE MANHOLE (INCH) (FT) (FPS) TYPE j S-1 S-2 8" 82 *<1 ASTM D 3034-SDR26 PVC 5-2 LS-1 8" 18 <1 C-900 D.I.P. `S-2 8-5 3-8 SEE PiPE OPENING 6" CLEANOUT W/CLEANOUT CAP (TYP) SEE PIPt OPENING ! DETAIL (S-10) MANHOLE FRAME FINISH GRADE DETAIL S-lo j AND COVER DEPTH 10 BE DETERMINED IN THE 6"x4" WYE ! j FIELD AS REWIRED To AVOID TURNED 9o' 4'-0' ID STANDARD CONCENTRIC B' B' ununEs (TYP) OR CRARITYJ LEMWNG RINGS Z T" BRANCH j CONE 2 CWRSES M� x o .., iI • CouEssES tM v< + SINGLE SERVICE AS SHOWN ON ,SEE PIPE OPENING L243/4" STANDARD LATERAL DETAIL (S-1) DETAIL (S-10) o PIPE INVERT r ? sl co to ONCREIE 8' (MIN) NOTE: ! r •T'.•L COVER ALL AROUND tzy Uj V 6" (MIN a m 4.1 (BY CONCRACTOR) OF ROAD CROWN W (TYP) $ I .:, SEE MANHOLE 1. ALL JOINTS SHALL BE RUBBER GASKETED AND SHALL BE SEALED BY ITS OWN COMPRESSION. ELEVATION of ROAD SEE MANHOLE �, :• 4 EFFLUENT & g - - 6 FILL CONCRETE a EFFLUENT & Q $ 1 INFLUENT DETAIL MAXIMUM FLOW FOR THE EN11RE PROJECT AT BUILD -OUT IS 32 GPM+- (PEAK HOUR). THIS DOES NOT GOVERN THE SIZE OF THE SEWER OR CORRESPONDING SLOPE BASED 1\ :. ;: { ,.':�' ' INFLUENT DETAIL '?t ON APPROPRIATE VELOCITIES. RATHER, MINIMUM SLOPE AND SIZE CRITERIA AS GOVERNED BY LOCAL UTILITY. OR BRICK W/TYPE 1 :+ �: r: , �', : X:: ,- ::, - „ , + - k •.. CEMENT MORTAR r:r.„�STANDARD LONG RADIUS ELBOW Jj2 TYPICAL TRENCH CONTOUR PIPE INVERT .. .. . C DURING coIRSTRucnoN 4 -0" ID ' ' �� • FORCE MAIN SPECIFICATIONS .. BENDS AS REQ'D 8" 8" „ 24"-� 3/4" ROCK FILL CONCRETE PIPE MATERIALS 6 6 OR BRICK W EXTENDED SLAB CAST (20' UPSTREAM) DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE NTH A,W.W.A. SPECIFICATION C150 A21.50-96, BASED ON IINiMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 6'-4" OD CEMENT MORTAR i INTERGRAL WITH BASE • / RADIUS LONG 3 4- PIPE TO MANHOLE CONNECTION 42 KSI, AVE AND USING ( " " MiNIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. RADIUS BEND ELEVATION TOA E STAINLESS AGES DRIES ' LINING AND COATING (DUCTILE DUCTi E IRON WORKING PIPE), PRESSURE OF 200 PSI AND A LAYING CONDITION TYPE 2. ALL PIPE SHALL BE GIVEN A g CONTINUE GRAVEL BED UNDER do PARALLEL TO ELEVATION % PIPE INTO UNDISTURBED LOPE SECTION A -A 3/4" ROCK INTERIOR LINING: 16 MIL COAL TAR EPDXY LINING Y SLOPE + + (20' DOWNSTREAM) FILL CONCRETE OR BRICK - COATING: BITUMINOUS COATING ON OUTSIDE DRY FiLM THICKNESS OF MINIMUM OF (2) MIL. h SAND SOIL TO PROPERTY LINE SECTION A -A A 2"�T A 2 ' OUBLE SERVICE AS em A A W/TYPE I CEMENT MORTAR - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 2 MiL DRY THICKNESS.' SHOWN DETTAILL STANDPIPARD E INVERr + j POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. SAND EXCAVATION STANDARD •r BRANCH ELEVATION • PVC PIPE SHALL BE GREEN IN COLOR. TO BE LOCATED IN FIELD • POLYETHYLENE FORCE MAIN - 3" OR LARGER -SEE SPECIFICATIONS BELOW. MARKER BALL TAPED JOINTS j TO 8x4 WYE (TYP) I • JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH A.W.W.A. C 111.(ANSi 21.11-85). NO SOLVENT WELD OR ELEVATION PLAN VIEW THREADED JOINTS WILL BE PERMITTED. PLAN VIEjCl FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 (ANS121.10-87). ORI LATEST REVISION. FITTINGS SHALL BE LINED AND TO BE USED WHERE DROP iS 2' OR MORE PIPE JOINT DETAIL AT MANHOLE COATED TO SAME SPECIFICATIONS AS THE D.I.P, PIPE SPECIFIED ABOVE. ALL ABOVE GROUND FITTING SHALL BE FLANGED JOINT, IN ACCORDANCE WITH ANSi SPECIFICATION B16.1 FOR TO BE USED WHEN CUT CLASSIFICATION IS 6'-O" O LESS CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION 818.2. NOTES • JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACCORDANCE WITH RESTRAINING SCHEDULE ON MiSC. DETAIL SHEET, NOTES OR A MINIMUM of 60 LF OF RESTRAINED PIPE ON EACH SIDE OF A VALVE OR JOINT. NO SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. THE COST FOR 1. BED GRAVEL BEDDING SHALL E USED FOR EXCAVATION IN ROCK. SAND NOTE INSTALLATION OF MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLA11ON OF THE WATER MAIN. NOTES 1. SEE MANHOLE NOTES ON DRAWING N0. S-4. BEDDING SHALL BE USED FOR EXCAVATION IN SAND. ! VALVES 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 2. SEE PIPE OPENING DETAIL DRAWING N0. S-10. 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS • ALL BURIED VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE W SEMI -STEEL BODIES, RESILIENT FACED PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY. VALVES PRODUCT LIST. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL„ / 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. DRAWING NO. S-11. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. MARKING 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO 2 SEE STANDARD MANHOLE CASTING DRAWING N0. S-3 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 3. 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM &DOWNSTREAM OF MANHOLE. SEE DETAIL M-16. GRADE PRIOR TO CONNECTION. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 INSTALLATION 4. SEE MANHOLE EFFLUENT &INFLUENT DETAIL DRAWING N0. S-11 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. FORCE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 SERIES AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED PROCEDURES. MANHOLE EFFLUENT • FORCE MAINS SHALL CROSS BELOW WATER MAINS LINES WITH A MINIMUM OF 18" VERTICAL SEPARATION OR CONSTRUCT THE WATER MAIN OF DUCTILE IRON PIPE AT THE CROSSING SUCH (DEEP SEWER) „ „ THAT ALL PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. ALTERNATIVELY, CONCRETE ENCASE AS PER DETAIL THIS MODIFIED RISER LATERAL STANDARD SHALLOW M.H TYPE A DROP MANHOLE & INFLUENT SHEET. • FORCE MAIN SHALL BE LOCATED AT LEAST 5-FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, AND 10 FT. FROM POTABLE WATER MAINS. • !WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE "RECOMMENDED 8-6 3-9 S-12 STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED. • 'PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. PIPE SHALL BE LAiD ON A MANHOLE FRAME &COVER SEE MANHOLE CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE EFFLUENT & _ ASPHALT PAVEMENT I , INFLUENT DETAIL FINISH GRADE ! CONSTRUCTION PLANS. 8" 4' ID 8„ FORCE MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS 0 0 "IN THESE PLANS. 0 0 0 o PIPE °a}°o INVERT ! $ HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A, STANDARD C600 SERIES AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH A °o °o °o ° A FIBERGLASS LINER' ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. s-3 DROP LESS POLYETHYLENE PIPE SPECIFICATIONS: THAN 24 MANHOLE COVER - LETTERS TO FORCE MAIN WATER MAINS AND FORCE MAINS - POLYETHYLENE BE MARKED "SANITARY SEWER" ADDITIONAL REINFORCING BARS + .�':� 6" (MIN) REQUIRED AT OPENING. SLAB TO _ 22-3 4• TO BE TRAFFIC BEARING. SUBMIT (�) \ MATERIALS FOR PIPE SIZES 3 AND LARGER r SHOP DRAWING FOR APPROVAL I MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION Wm�PLAN VIEW SEE MANHOLE EFFLUENT 345434C PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248. SEE PIPE OPENING &INFLUENT DETAIL POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. ❑ ❑ DETAIL (S-10) DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MiNIMUM DENSITY OF 0.955 COVER - SECTIONMm� Fill CONCRETE 4'-0• ID GRAMS PER CUBIC CENTIMETER. ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. GASKET "e CMMM MAD) zo OR BRICK W/TYPE t PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.4'F MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATION (SDR) 11 AS MINIMUM STRENGTH. 8 >= CEMENT MORTAR I x <C ❑ O 22-15/15' 1.. 24" I < �S ELEVATION ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL BE 20-5� o STANDARD LONG GRAVITY SEWER MOLDED OR FABRICATED BY THE MANUFACTURER. I / RADIUS ELBOW aWNSTREAM ALL TRANSITIONS FROM PE PiPE TO PVC OR DUCTILE IRON SHALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE „ w v SECTION A -A l INLET s-o• �r SEE PIPE OPENING 8 4-0 ID 8 w = - USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI 816.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH DETAIL (S-10) L ! A 316 STAINLESS FLANGE PER ANSI 616.1. A a. A a. THE FLANGE ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. CONCEALED WATERTIGHT 6" MIN -. - * ' ' + CUT HOLE (USE :. ?'•� f•; r' :�;:` • ~ $-(MIN) PICKHOLE ( ) ...-,.. cv NEOPRENE BOOT . ;+:.. '`'`''' 2 . JOINTING METHOD rn' ° . �'•'� •�: .+. + �;• , ; - I � " (TYP) THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL PLAN VIEW T•0 SEAL) ,.•{•;':.,+•.•,,:..•.c • . 24-3 4' FILL CONCRETE 8" PIPE SO JOINED SHALL BE MADE FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING 8"(MIN) WATERTIGHT BOOT L_o. OR BRICK w/TYPE I , LENGTH'S NOT TO EXCEED 50 FEET. � RAIN GUARD CEMENT MORTAR ELEVATION PLAN VIEW FRAME - SECTION PIPE INVERT PiPE IDENTIFICATION SECTION A -A ELEVATION THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5-FT.: NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER. ' " TO BE USED WHERE DROP IS LESS THAN 2' NOMINAL PIPE SIZE. DIMENSION RATiO. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE IN ACCORDANCE WITH ASTM D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN TO BE USED WHEN CUT CLASSIFICATION IS 6 -0 OR LESS NOTES 160S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, E.G., ASTM F714 OR D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF MANUFACTURE CAN BE DETERMINED. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. . NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE WIRE DETAIL M-16. NOTES 2, SEE PIPE OPENING DETAIL DRAWING NO. S-10. NOTES NOTES 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 4. NO INSIDE DROP WILL BE ACCEPTED. TESTING 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A • ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN 3. SEE PIPE OPENING DETAIL DRAWING N0. S-10. 2. SEE PIPE OPENING DETAIL DRAWING N0. 5-10. ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE RIVER COUNTY. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H-20). ENGINEER. 4. SEE MANHOLE EFFLUENT &INFLUENT DETAIL DRAWING N0. S-11. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LiNE DURING FILLING AND AGAIN BEFORE APPLYING TEST PRESSURE. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. • MANUFACTURERS' PRODUCT UST. j APPLY INITIAL TEST PRESSURE AND ALLOW TO STAND WITHOUT MAKEUP PRESSURE FOR TWO TO THREE HOURS, TO ALLOW FOR DIAMETRIC EXPANSION OR PIPE STRETCHING TO STABILIZE. AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. I STANDARD ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, MANHOLE CASTING SLAB TOP MANHOLE TYPE "B" DROP MANHOLE FORCE MAIN TIE-IN TESTS, AND PRESSURE OF THE PIPE", UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKE-UP WATER TEST, TABLE III, ON PAGES 24 AND 25 AS PUBLISHED BY THE PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT PRESSURE DROPS DURING THE FINAL TEST PERIOD, THE INSTALLED PIPE PASSES THE TEST. j • IF ANY TEST OF PIPE LAID DISCLOSES LEAKAGE AND SIGNIFICANT PRESSURE DRIP GREATER THAN THAT ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN EXPENSE, LOCATE AND REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE. THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS. ! OTHER • ALL OTHER APPUCAPLE SPECIFICATIONS FOR FORCE MAINS WRITTEN/PROVIDED FOR IN THESE PLANS (IE: VALVES, FIRE HYDRANTS, MARKINGS, INSTALLATION, TESTING, DISINFECTION, METERBOXES, ETC...) SHALL BE COMPLIED WITH. ! I i II z � o � U a Q F- w � p (3 z 00 W 2 zz W C)O D Lu U u O �wwQS�m`To� <Fa�50:woz�aaFs za��oowa�J.- 7g o w s= w w w a3MXWL,3 J q M` Q) J Q Q) Q � � o0) W J U) O LL co 00 Q PC(0=o O Q C 0 WOW -) O CO Q O _01zwW W z F- NC:)"t 06 g _L W ti W Q J �.L (/) N 0 �� W0> M� cs N mILL W �U�N 40 J QF- Z) � zN _ � tiff rU W V/ V F_ � J Z O O� H W Q W W W n QW o � � Z o W U W_ oJ� W O tLpWr)�- iC Z � � F- W N F- to � Z m � Z W W a m LL_ Qc U Z ASPHALT SURFACE FlNISHiID GRADE PART" 1 GENERAL SEWER AND FORCE MAiN NOTES: j �I . 1.01 FURNISH AND INSTALL A PRE -FABRICATED FIBERGLASS DUPLEX SEWAGE 36" SQUARE --I LIFT STATION. TWO GRINDER PUMPS SHALL BE SUPPLIED TO DELIVER 2.04 CONTROL PANEL GENERAL I 24" SQUARE ; II 66 GPM AGAINST A TOTAL HEAD OF 1 1 1 FEET TOTAL DYNAMIC HEAD A PUMP STATION CONTROL PANEL SHALL BE PROVIDED FOR EACH PUMPING STATION. POLYVINYL CHLORIDE (P.V.C.} GRAVITY SEWER PIPE CAN BE USED TO I . II H). THE MOTOR SHALL BE 6.2 HP, 3450 RPM, 230 VOLT/ HE CONTROL PANEL SHALL RESPOND TO LIQUID LEVEL FLOAT SWITCHES TO '.c . A DEPTH OF SIXTEEN FEET. ,.; , NOTE: I. TRACE WIRE IS REQUIRED ON ALL PIPE I PHASE/ 60 HERTZ, THE MOTOR SHALL BE AN INTEGRAL PART OF THE AUTOMATICALLY START AND STOP THE PUMP TO COMPENSATE FOR VARIATIONS IN PUMP GRAVITY SEWER PIPE AND FITTINGSI. gN) 2 INCLUDE ALL COST OF MATERIAL k LABOR IN PRICE OF PPE PUMPING UNIT. PUMP DISCHARGE SIZE SHALL BE 1-1 INCHES. STATION INFLUENT FLOW AS WELL AS PROVIDING VISUAL AND AUDIBLE ALARMS AT HIGH GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH 3. CONTRACTOR RESPONSIBLE FOR CONPNUNY OF ALL TRACE WIRE 1.02 QUALITY ASSURANCE WETWELL LEVELS AND VISUAL ALARMS UPON DETECTION OF MOISTURE IN HE PUMP. �L (1 �`t_ N0 3b 4. ALL SPACE WNNEC70N5 /VIE TO BE HQi SOIDEREo (50/60 RESQ! CDRq,1. UNIT INTEGRITY. HE PUMPS, MOTORS, CONTROL PANEL ACCESS COVER, AND POLYVINYL CHLORIDE PIPE AND SRiAlL CONFORM TO HE LATEST WRAP w/a ALTERNAnNO uYFxs OF SCOTCH $3• TAPE CTIJER WRH JPANEL SHALL BE AS MANUFACTURED BY ELECTRIC SPECIALTY OR STACON. THE PUMP ASTM DESIGNATION D 3034-SDR 35. CONITN• WRAPSCOTwATERPRo TANG AVERSCOMPONO. iGUIDE RAIL ASSEMBLIES SHALL BE SUPPLIED BY HE PUMP SUPPLIER TO INSURE CONTROL PANEL SHALL BE HE STANDARD SYSTEM OF HE MANUFACTURER AS FITTINGS INSTALLED IN POLYVINYL CHLORIDE PiPE SHALL CONFORM TO HE CONCRETE O. B. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP I UNIT INTEGRITY. MODIFIED FOR THIS APPLICATION. HE WETWELL LEVELS TO BE MAINTAINED IN OPERATION _ SAME SPECIFICATIONS AS HE PIPE IN WHICH THEY ARE INSTALLED. • • • •• PAD COITTN, B, VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION of CONSTRUCnON. 2. PUMP TESTS: HE PUMP SUPPLIER SHALL PERFORM THE FOLLOWING TESTS ON ARE AS SHOWN ON HE DRAWINGS, SLIDE TYPE . TO PUT CONTINUOUS TRACE WIRE POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND UMER00( UNDER BOLT, FIRST LooSFta NUT, EACH PUMP BEFORE SHIPMENT FROM HE SUPPLIER: 1, OPERATION REQUIREMENTS: _ FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED BASE VALVE BOX I ;THEN STRIP s• MIN., WRAP ONCE A. MEGGER HE PUMP FOR INSULATION BREAKS OR MOISTURE. A. HE CONTROL PANEL SHALL INCLUDE A MAIN CIRCUIT BREAKER, A MOTOR CIRCUIT B. INTERNALLY PRESSURIZE THE MOTOR HOUSING TO 5 PSI WiTH A HALOGEN GAS. CHECK EQUAL ARouFrO Bar, T TWIST. 2 WRAPS ALL 0-RING MATING SURFACES FOR GAS LEAKS WITH A HALOGEN GAS DETECTOR. PROTECTOR, AND MAGNETIC STARTER, FOR EACH PUMP MOTOR, AND 15 AMPERE, 120 - MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION � TYPE 4- WM & 4 OF I bo NOT cur mgr~ C. VERIFY VOLTAGE SETTING MATCHES ORDER REQUIREMENTS. VOLT CIRCUIT BREAKERS AS REQUIRED FOR CONTROL CIRCUITS AND DUPLEX RECEPTACLE VALVE BOX WIRE TIGHTEN NUT AFTER WRAPPING D.PUMP SHALL BE RUN DRY TO VERIFY ROTATION, PHASE BALANCE, AND DYNAMIC BALANCE B. ALL PUMP CONTROL OPERATIONS SHALL BE ACCOMPLISHED BY A FLOAT TYPE LIQUID 1784, TYPE 1, GRADE 1 (12454-B). i. TYPE I TYPE I IF. „FA E WIRE AROUND T!ff BGLr, ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPUNGS SHALL BE � 11- E A WRITTEN CERTIFIED TEST REPORT GIVING HE ABOVE INFORMATION SHALL BE LEVEL CONTROL SYSTEM OPERATING ON A 110 VOLT CIRCUIT. ALL CONTROL COMPONENTS - li SUPPLIED WITH EACH PUMP AT THE TIME OF SHIPMENT. SHALL BE MOUNTED IN ONE COMMON ENCLOSURE. MANUFACTUREd BY JM, OR APPROVED EQUAL POLYETHYLENE 'a I mrs F. EACH PUMP CABLE END SHALL BE FITTED WiTH A RUBBER SHRINK FiT BOOT TO C. CONTROL SWITCHES OF HE H-O-A TYPE SHALL PROVIDE MEANS TO OPERATE EACH - VISQUEEN CAST IRON STAY -PUT COVER wx To TmrPs ELECTRICA HE PIPE SHALL BE GREEN IN COLOR. RAISED LETTERS MARKED: FROM MEl S. ROTECT CABLE ENDS. PUMP MANUALLY OR AUTOMATICALLY. WHEN OPERATED IN THE AUTOMATIC MODE, THE - JOiNT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY OR EQUIVALENT "1% GUARANTEED PARTS STOCKING PROGRAM: HE PUMP SUPPLIER SHALL HAVE A CONTROL LOGIC SHALL PROVIDE MEANS TO MANUALLY SELECT OR AUTOMATICALLY WITH ASTM DESIGNATION D3212. TESTING ) "WATER AS APPLICABLE PANEL AT OR GUARANTEED PARTS STOCKING PROGRAM IN THE STATE OF FLORIDA. THESE PARTS SHALL ALTERNATE THE POSITION OF THE "LEAD" AND "LAG" PUMPS AFTER EACH PUMPING CYCLE. - EXFlLTRATION OR INFILTRATION TESTS WELL BE REQUIRED ON ALL PIPE AS I INCLUDE AT LEAST ONE SET OF SPARE PARTS AS LISTED BELOW FOR EACH PUMP D. PROVISIONS FOR THE CONNECTION OF EACH PUMPS THERMAL OVERLOADS INTO A DETERMINED BY UTIUTY DEPARTMENT OR BUILDING DEPARTMENT PERSONNEL "SAN. SEWER' AS APPLICABLE BRANCH SPLICE DETAIL I SUPPLIED ON THIS CONTRACT. IF THE PUMP SUPPLIER DOES NOT MEET THIS REQUIREMENT INSTALLATION 24" MAX. FINIS, raRADE FOR A GUARANTEED STOCK PROGRAM, HE CONTRACTOR SHALL FURNISH HE FOLLOWING SERIES CONFIGURATION WITH THE HOLDING COIL OF HE APPROPRIATE PUMP STARTER - SPARE PARTS FOR EACH PUMP. SHALL BE MADE. HIS CIRCUIT SHALL SHUT THE PUMP DOWN IN THE EVENT OF MOTOR PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS \ Z/Al/l>�-\9?Yli ,,; OVERTEMPERATURE. MATERIALS TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE WE Wv7 u ,w ear I UPPER UP SEAL INSPECTION PLUG WASHERS THE CIRCUIT SHALL BE AUTOMATICALLY RESETTING. APPROPRIATELY MARKED TERMINALS :..: 'e . S #10 "M LOWER MECHANICAL SEAL IMPELLER BOLT TAMPED IN 12" LIFTS UP TO HE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95% il CUTTERS IMPELLER KEY SHALL BE PROVIDED FOR HE CONNECTION OF HE PUMP THERMAL OVERLOAD LEADS. OF THE MAXIMUM DRY DENSITY. DENSITY TESTS SHALL BE PERFORMED ON HE BACKFlLL mla mroucraR MOTOR CABLE UPPER BEARING 2. CONSTRUCTION: AT A MAXIMUM OF 200 Ft INTERVALS. 4- rx mPevl CABLE ENTRY WASHER/GROMMET LOWER BEARING A. THE ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WITHIN A NEMA TYPE 3R - ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". , SEE ELECTRICAL RISER DIAGRAM COMPLETE SET OF O-RINGS COMPLETE SET OF O-RINGS DEAD FRONT ENCLOSURE, CONSTRUCTED OF NOT LESS THAN 14 GAUGE TYPE 304 4. THE PUMP SUPPLIER SHALL HAVE A FACTORY AUTHORIZED SERVICE FACILITY WITHIN A rwF KTCH NxF wrw ON THIS SHEET FOR PANEL, METER, STAINLESS STEEL .,QQMILE RADIUS OF SFRASTIAN CAPABLE OF IN SHOP MOTOR REWINDS. NO PART OF A B. HE ENCLOSURE SHALL BE EQUIPPED WITH A RAIN DRIP SHIELD ON TOP AND A DEAD PIPE MATERIALS -. PRESSURE FORGE MAIN (4' OR LARGER} 1 w 0 s Fr °F "°' SEE VXVES SWITCH BOX, ETC LOCATIONS PUMP RRLEgPAIRED SHALL LEAVE THE STATE OF FLORIDA FOR REPAIR. FRONT OUTER DOOR FITTED WiTH A PIANO TYPE HINGE AND A LOCKING HASP. - POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO HE LATEST AWWA TYPE I TYPE ([ U MNISH GRADE ' gBEING 1:O COPIES OF ALL MATERIALS REQUIRED TO ESTABLISH C. AN ALUMINUM INNER DOOR SHALL HAVE CUTOUTS TO EXPOSE HE OPERATING STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSUREi*e?,. �F1=, MAIN SERVICE ENTRANCE 0 COMPLIANCE WITH THE SPECIFICATIONS SET FORTH HERE SHALL BE SUBMITTED TO THE ENGINEER. SUBMITTALS HANDLES OF ALL BREAKERS AND SHALL INCORPORATE HE COMPONENTS NECESSARY FOR PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND PROVIDE EXTENSION z a- reP = - jRiPs SWITCH DISCONNECT o SHALL INCLUDE AT LEAST THE FOLLOWING: AN OPERATOR TO CHECK THE STATUS OF A PUMP. CONFORM WITH HE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL i AS SHOWN g b�Plj"� C ! LIGHTNING ARRESTOR A EQUIPMENT DIMENSION DRAWINGS ANCHOR BOLT LAYOUTS AND WEIGHTS D. CONTROL COMPONENTS SHALL BE MOUNTED ON A REMOVABLE BACK PLATE THAT IS THICKNESS OF DR18, m i'b3%ffQ�`0w.wl% AHEAD OF CONTROL PANEL B. TECHNICAL DATA ON THE PUMP AND MOTOR MATERIALS OV CONSTRUCTION SECURED TO THE ENCLOSURE WITH COLLAR STUDS. - PVC PIPE SHALL BE GREEN IN COLOR (FORCE MAIN). M "' ° C. MOTOR ELECTRICAL DATA E. ALL CONTROL COMPONENTS SHALL BE MARKED WITH LEGENDS FOR EASY IDENTIFICATION. saom aRP ., 3/4' HOSE BIB W/ RPZ BACKFLOW D. HYDRAULIC PERFORMANCE CURVES F. CONTROL WIRE SHALL BE MINIMUM 18 GA. AWG, U.L #1015. ALL CONTROL WIRE 2Xi" OFF -SITE FORCE MAIN AND FITTINGS --� PREVENTOR (FEBCO MODEL 1825Y E. COMPLETE BILLS OF MATERIALS SHALL BE ROUTED THROUGH PLASTIC WIREWAYS WITH SNAP ON COVERS AND BE NEATLY - FORCE MAIN SHALL BE BROWN, GREEN OR WHiTE AND CONSTRUCTED OF. F. CONTROL PANEL LAYOUT DRAWINGS, SCHEMATICS AND BILLS OF MATERIALS ITEP 4 OAE, OR EQUAL 18' ABOVE GRADE I 2. ANY EQUIPMENT THAT DOES NOT CONFORM WITk ALL OF THE DETAILED REQUIREMENTS BUNDLED AND TIE WRAPPED TO FORM A NEAT ASSEMBLY. EACH WIRE SHALL BE 1.) POLYVINYL CHLORIDE (PVC) PIPE PER ASTM D2241, SDR-21, 200 PSI WITH PUSH ON i �^^� �-^ FROM WATER SUPPLY 1 NUMBERED BOTH ENDS WITH BRADY TYPE WIRE MARKERS. OF THE SPECIFICATIONS, SHALL BE ACCOMPANIED BY COMPLETE DESCRIPTIONS OF TYPE JOINTS WITH INTEGRAL WALL BELL FITTINGS SHALL BE PVC-ASTMO-t784, I P ! E A' CONDUIT TO CONTROL PANE DEVIATIONS AND ALL NONCONFORMING ASPECTS. FAILURE TO DESCRIBE ANY AND ALL G. EACH CONDUIT ENTERING HE CONTROL PANEL FROM HE WET WELL SHALL BE FITTED CLASS 200 WITH GASKETED BELL JOINT PER ASTM-D-3139/F477 DIP PUSH ON OR i - MAIN LINE SPLICE DETAIL I FOR LIQUID LEVEL SENSORS WITH A SEAL OFF CONNECTION AS SHOWN ON THE DRAWINGS. EACH SEAL OFF SHALL BE DEVIATIONS FROM THE SPECIFICATIONS WILL BE CAUSE FOR REJECTION. MECH JOINT FITTINGS PER AWWA C153 MAY ALTERNATIVELY BE USED. 3. OPERATING AND MAINTENANCE MANUALS SHALL BE FURNISHED IN QUANTITIES AS AMPLY FILLED WITH A REUSABLE AND PLIABLE ELECTRICAL SEALING COMPOUND TO 2•) POLYETHYLENE PIPE (PE-3408 PER AWWA C-901-88 CLASS 200, DR), AND SHALL HAVE REQUIRED BY THE CITY/COUNTY. MANUALS SHALL INCLUDE ALL NECESSRY INFORMATION TO PREVENT THE INTRUSION OF SEWER GAS INTO THE CONTROL PANEL CHICO OR EPDXY A WORKING PRESSURE OF 200 PSI. DIMENSIONAL TOLERANCES SHALL CORRESPOND WITH INSTRUCT OPERATING AND MAINTENANCE PERSONNEL UNFAMILIAR WITH SUCH EQUIPMENT. COMPOUNDS WILL NOT BE ALLOWED. ASTM D-2239, SDR OF 9. JOINTS SHALL BE EITHER BY BUTT FUSION OR BY I j 1.04 WARRANTY H. LAMINATED WEATHERPROOF WIRING SCHEMATICS OF THE PANEL CIRCUITS ALONG WITH A I WARRANTY: THE PUMP MANUFACTURER SHALL WARRANT THE PUMPS BEING SUPPLIED COMPONENT IDENTIFICATION LEGEND SHALL BE FIXED TO THE INSIDE OF THE OUTER DOOR. COMPRESSION TYPE, W/ A TOTALLY CONFINED GRiP SEAL AND COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL BE USED. WHEN SPECIFIED, SERVICE SADDLES AT AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE 1 3. COMPONENTS: i () TAP SHALL BE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE W/ CORP STOP. YEAR UNDER NORMAL USE, OPERATION AND SERVICE. HE MANUFACTURER SHALL A ALL MOTOR BRANCH CIRCUIT BREAKERS AND MOTOR STARTERS SHALL BE OF HIGHEST REPLACE ANY PARTS, WHICH FAIL UNDER NORMAL USE AS A RESULT OF FACTORY INDUSTRIAL QUALITY, AND SECURELY FASTENED TO THE REMOVABLE BACK PANELS WITH - FORCE MAIN SHALL HAVE A MIN OF 36" COVER, EXCEPT 42' COVER UNDER TRAFFIC AREAS.: VALVE AND B 0 X MANUFACTURING DEFECTS FOR A PERIOD OF ONE YEAR. THE WARRANTY SHALL BE SCREWS AND WASHERS. BACK PANEL SHALL BE TAPPED TO ACCEPT ALL MOUNTING 02" ON -SITE FORCE MAIN: IN PUBLISHED FORM AND APPLY TO ALL SIMILAR UNITS. SCREWS SELF -TAPPING SCREWS SHALL NOT BE USED TO MOUNT ANY COMPONENT. - SCH 80 PVC WITH GLUED JOINTS OR PIPE AS SPECIFIED ABOVE I PART 2. PRODUCTS B. AN OPEN FRAME, ACROSS -THE -LINE, NEMA RATED, MAGNETIC MOTOR STARTER, AS M-5 2.01 MATERIALS MANUFACTURED BY SQUARE D. SHALL BE FURNISHED FOR EACH PUMP MOTOR. ALL VALVES ALL M METAL COMPONENTS IN HE LIFT STATION, WITH THE EXCEPTION OF HE PUMPS, MOTOR STARTERS SHALL BE EQUIPPED TO PROVIDE OVERLOAD PROTECTION ON ALL GATE VALVES: MOTORS, GUIDE RAIL BASES, AND STATION PIPING, SHALL BE TYPE 304 STAINLESS STEEL PHASES, MOTOR STARTER CONTACTS SHALL BE EASILY REPLACEABLE WITHOUT REMOVING _ ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WiTH GRINDER PUMP STATION EQUIPMENT THE MOTOR STARTER FROM ITS MOUNTED POSITION. BRONZE BODY, BRONZE -MOUNTED, RESILIENT SEATED, NON -RISING STEM 2.02 PUMPS C. A DUPLEX 15 AMP GFI UTIULTY RECEPTACLE PROVIDING 120 VOLT 60 HERTZ, SiNGLE TYPE FITTED WITH "0-RING" SEALS. VALVES SHALL BE MECHANICAL JOINT, 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC MOTOR DRIVEN TOTALLY PHASE POWER SHALL BE MOUNTED INSIDE OF THE ENCLOSURE ON THE INNER DOOR. ANSi STANDARD 21.11. i SUBMERSIBLE GRINDER PUMPS AS MANUFACTURED BY ARS PUMPS INC-- O AN, ffy FLA. D. A RECEPTACLE TO MATCH COUNTY STANDARDS SHALL BE PROVIDED FOR CONNECTION I PROVIDE TRENCH OR PREAPPROVED EQUAL OF THE PANEL TO EMERGENCY POWER. A SEPARATE MAIN CIRCUIT BREAKER PROTECTING PLUG VALVES: SLOPE AS REO'D. 2. PUMP DESIGN: A. PUMPS SHALL BE CAPABLE OF HANDLING RAW, UNSCREENED SEWAGE. THE GRINDER THE EMERGENCY POWER CIRCUIT SHALL BE PROVIDED AND SHALL BE MECHANICALLY INTERLOCKED TO THE NORMAL POWER MAIN BREAKER TO PREVENT BOTH BREAKERS TO BE - CAST IRON BODY NON -LUBRICATED, ECCENTRIC TYPE, WITH RESILIENT i : UNIT SHAD_ BE CAPABLE OF SHEARING AND REDUCING TO A FINE SLURRY ALL IN THE "ON" POSITION AT THE SAME TIME. SEATED PLUGS. VALVE SURFACES SHALL BE 90% NICKEL GEAR ACTIVATORS SHALL BE WITH SEALED ENCLOSURES. VALVES SHALL HAVE 2" 1 MATERIAL NORMALLY FOUND IN DOMESTIC AND COMMERCIAL SEWAGE SUCH AS SANITARY NAPKINS, DISPOSABLE DIAPERS, CLOTH DIAPERS, E. FOR ALARM INDICATION, A TOP MOUNTED FLASHING LIGHT AND HORN SHALL BE ACTUATING NUTS. VALVES SHALL BE RATED FOR 150 P.S.I. WASH RAGS, WOOD, PLASTIC, ETC. THE PROVIDED. AN NEMA 4 SILENCING BUTTON SHALL BE PROVIDED ON THE OUTSIDE OF THE SLURRY SHALL BE CAPABLE OF FREELY PASSING THROUGH A 2" PIPING SYSTEM ENCLOSURE TO SILENCE THE ALARM HORN ONLY. IN AN ALARM CONDITION, THE LIGHT 4 INCLUDING CHECK AND GATE VALVES. WILL CONTINUE TO FLASH INDEPENDENT OF THE HORN. HE ALARM CIRCUIT SHALL MARKING " B. THE DESIGN SHALL BE SUCH THAT THE PUMPS WILL BE AUTOMATICALLY CONNECTED AUTOMATICALLY RESET. N TO THE DISCHARGE PIPING WHEN LOWERED ONTO THE DISCHARGE CONNECTION GUIDED F. A SECONDARY LIGHTNING ARRESTOR SHALL BE PROVIDED. - TWO-INCH WIDE IDENTIFICATION TAPE SHALL BE SPIRAL -WRAPPED OR BY ONE 2' DIA, SCH 40 304 STAINLESS STEEL GUIDE RAIL PUMPS SHALL BE EASILY G. A NdG IN FT2E-�-38 SEGONB-IDJ; STABLERMER-GHAIA= BE--+*tGVDED ON HE AFFIXED TO THE TOP OF THE PIPE. TAPE SHALL HAVE THE I DETECTION TAPE REMOVABLE FOR INSPECTION OR SERVICE, REQUIRING NO BOLTS, NUTS OR OTHER AFTER A WORDS "WATER MAIN" OR "FORCE MAIN" IN 3/4' HIGH LETTERS SEE NOTE FASTENINGS TO BE REMOVED FOR THIS PURPOSE AND NO NEED FOR PERSONNEL TO ) APPEARING ONE OR MORE TIMES EVERY 24 INCHES. O ENTER THE WET WELL EACH PUMP SHALL BE FITTED WITH A 300 STAINLESS STEEL 4. OPERATLNG CONTROLS AND INSTRUMENTS - PIPING SHALL BE INSTALLED WITH #10 GA. THWA ISUL STRANDED LIFTING BAIL WITH AN OPENING OF AT LEAST EIGHT INCHES IN DIAMETER AND A SERIES A. ALL OPERATING CONTROLS AND INSTRUMENTS SHALL BE SECURELY MOUNTED ON THE COPPER WIRE ATTACHED FOR LOCATING PURPOSES. U 300 STAINLESS STEEL LIFTING CABLE OF ADEQUATE STRENGTH AND LENGTH TO PERMIT INNER DOOR. ALL CONTROLS AND INSTRUMENTS SHALL BE CLEARLY LABELED TO INDICATE INSTALLATION MAINTAIN TRENCH . RAISING THE PUMP FOR INSPECTION AND REMOVAL 3. GRINDER PUMP CONSTRUCTION: FUNCTION. - MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.WA WIDTH2'- " 0 ABOVE A. HE STATOR CASLNG, OIL CASING AND IMPELLER SHALL BE OF GREY IRON B. PUMP MODE SELECTOR SWITCHES SHALL BE HAND -OFF -AUTO TYPE TO PERMIT STANDARD C600, C900, ASTM D-2774 AND A.W.WA MANUAL M23 AND CONSTRUCTION, WITH ALL PARTS COMING INTO CONTACT WITH SEWAGE PROTECTED BY OVERRIDE OF AUTOMATIC LEVEL CONTROL AND MANUAL ACTUATION OR SHUTDOWN OF THE MANUFACTURERS RECOMMENDED PROCEDURES. TOP OF PIPE SEE NOTE 4 PVC EPDXY PRIMER WITH A COMPATIBLE EPDXY FINISH COAT. ALL EXTERNAL BOLTS AND EITHER PUMP MOTOR. OPERATION OF PUMPS IN MANUAL MODE SHALL NOT BYPASS ANY - WATER MAINS SHALL CROSS ABOVE SANITARY SEWER, STORM SEWERS, FORCE i NUTS SHALL BE OF 300 STAINLESS STEEL SAFETY SHUTDOWN. SWITCHES SHALL BE MANUFACTURED BY SQUARE D COMPANY, NEMA MAINS, OR RECLAIMED WATER LINES WiTH A MINIMUM OF 18" VERTICAL n B. THE PUMP SHALL BE OF THE CENTRIFUGAL TYPE WITH THE ROTATING CUTTER 4X, PROVIDING THREE SWITCH POSITIONS, EACH OF WHICH SHALL BE CLEARLY LABELED SEPARATION, OR CONSTRUCT DUCTILE IRON PiPE AT HE CROSSING SUCH I MOUNTED ON HE PUMP SHAFT DIRECTLY AGAINST HE IMPELLER. HE STATIONARY ACCORDING TO FUNCTION. THAT ALL PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING N CUTTER SHALL BE MOUNTED IN AN ADJUSTABLE BOTTOM PLATE. THE BOTTOM PLATE C. PUMP RUN INDICATOR LIGHTS SHALL BE PROVIDED AND EQUIPPED TO OPERATE AT 120 WiTH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. I SHALL BE CAST WITH GROOVES SPIRALING OUTWARD FROM THE CENTER OPENING OF THE VOLT INPUT. BULBS SHALL BE EASILY REPLACEABLE FROM HE FRONT OF INNER - WATER MAIN SHALL BE LOCATED AT LEAST 10-FEET HORIZONTALLY11 PLATE TO THE OUTER DIAMETER. THE IMPELLER SHALL BE A MULTIPLE VANE DOOR WITHOUT HE NEED TO REMOVE LAMP SOCKET BASE FROM ITS MOUNTED POSITION. TE FROM ALL SANITARY SEWERS, STORM SEWERS, FORCE MAINS AND CENTRIFUGAL TYPE THE CUTTER MATERIAL SHALL BE SIMILAR TO AN AISI 440C D. A SIX DIGIT NONRESETABLE ELAPSED TIME METER SHALL BE CONNECTED TO EACH RECLAIMED WATER MAINS GRADE 6" MAX. LAYERS II I OR OTHER APPROVED I . METHOD TO ACHIEVE 95% COMPACTION I . 1 STAINLESS STEEL WITH HE ADDITION OF COBALT, VANADIUM, AND MOLYBDENUM FOR MOTOR STARTER TO INDICATE THE TOTAL RUNNING TIME OF EACH PUMP IN "HOURS" AND - WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN MAXIMUM WATER LEVEL 4" MAX. SUPERIOR ABRASION RESISTANCE AND A HARDNESS OF 58-62 ROCKWELL C. C. HE COMMON PUMP AND MOTOR SHAFT SHALL BE 420 STAINLESS STEEL SUPPORTED 'TENTH OF HOURS', SPECIFIED CAN NOT BE OBTAINED, ONLY HOSE ALTERNATE SOLUTIONS "RECOMMENDED ALLOWABLE DURING LAYERS BY A HEAVY DUTY LOWER SINGLE ROW BALL BEARING IN 2 AND 2.5 HORSEPOWER E CONTROL TERMINAL BLOCKS SHALL BE OF HE SCREW CLAMP TYPE, RATED 600 VOLTS AND SHALL BE CLEARLY MARKED AS TO FUNCTION. ACCORDING TO HE STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED. CONSTRUCTION :. '. . AT 95%ED MODELS ONLY WHILE 3 HORSEPOWER AND ABOVE SHALL HAVE A MAXI -DUTY DOUBLE ROW LOWER BALL BEARING. THE UPPER BEARING SHALL BE A SEALED SINGLE ROW BALL F. PHASE MONITORS: 230 VOLT, 3 PHASE STATIONS SHALL BE EQUIPPED WITH AN EIGHT PIN BASE COMBINATION VOLTAGE AND PHASE MONITOR AS MANUFACTURED BY DIVERSIFIED - PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER BEARING, ALL MODELS. HE CUTTING ELEMENTS AND IMPELLER SHALL BE DESIGNED TO ELECTRONICS. 480 VOLT 3 PHASE STATIONS SHALL BE EQUIPPED WiTH A SURFACE DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW HE BOTTOM OF HE 12" PIPE 12" KEEP THE OVERHUNG LOAD DISTANCE TO A MINIMUM. ALL FASTENERS SHALL BE 304 MOUNT UNIT AS MANUFACTURED BY DIVERSIFIED ELECTRONICS. PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFIELD 3�4" DIA. BEDDING ROCK O.D. STAINLESS STEEL. D. EACH PUMP SHALL G. ONE "SEAL FAIL' INDICATING LIGHT PER PUMP OF HE "PUSH TO TEST" TYPE, SHALL BE SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE REFERENCE THE TRENCH DETAILS WITHIN OR PEA ROCK WHERE UNDISTURBED BE EQUIPPED WITH TWO SEALS. THE LOWER SEAL PUMP SIDE ( ) SHALL BE OF HE MECHANICAL TYPE Wrni SILICON CARBIDE FACES. HE UPPER SEAL INSTALLED ON THE INNER DOOR TO PROVIDE INDICATION OF THE PRESENCE OF WATER IN THE PUMP. A PLUG-IN THRESHOLD RELAY AS MANUFACTURED BY SYRELEC MODEL PNR110 THE CONSTRUCTION PLANS. - MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42' ! TRENCH WIDTH CONDITIONS REQ'D, SOIL SHALL BE A LIP TYPE SEAL MOUNTED AT A SLIGHT ANGLE TO THE SHAFT. THE SEALS SHALL BE PROVIDED FOR EACH PUMP TO MONITOR THE SEAL PROBE IN THE PUMP. BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WiTH DETAILS AND ' W' SHALL BE SEPARATED BY AN OIL CHAMBER. SPECIFICATION tN THESE PLANS. i E. THE PUMP SHALL BE FITTED WiTH AN OIL CHAMBER IN WHICH THE SHAFT TAPPING SLEEVES/VALVES NOTES MECHANICAL SEALS OPERATE. THE CHAMBER SHALL BE FITTED WiTH A DRAIN AND -TAPPING SLEEVES SHALL BE MECHANICAL JOINT TYPE WiTH DUCTILE IRON OR STAINLESS INSPECTION PLUG EASILY ACCESSIBLE FROM THE OUTSIDE OF THE PUMP. THE CHAMBER PART 3 EXECUTION STEEL BODIES AND HARDWARE. THE TAPPING VALVE SHALL BE GATE VALVE SPECIFICALLY i SHALL ALSO BE FITTED WITH A PROBE EXTENDING FROM THE BOTTOM OF THE MOTOR 3.01 INSTALLATLON DESIGNED FOR THE PURPOSE OF TAPPING PRESSUREIZED MAINS, AND I 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, HOUSING INTO THE OIL CHAMBER. THE PROBE SHALL DETECT THE PRESENCE OF WATER 1, INSTALLATION SHALL BE BY OTHERS IN STRICT ACCORDANCE WiTH THE CONTRACTOR'S SHALL BE COMPATABLE WITH THE TAPPING SLEEVE. THE SLEEVE OUTLET SHALL CONFORM ANSI PROVIDE APPROVED METHOD OF CONSTRUCTION. IN THE OIL WHEN CONNECTED TO A RESISTIVE THRESHOLD RELAY INSTALLED IN THE INSTRUCTIONS AND RECOMMENDATIONS IN THE LOCATIONS SHOWN ON THE DRAWINGS. TO B16,1, CLASS 125. CONTROL PANEL. THE RELAY SHALL TURN ON A SEAL FAILURE WARNING LIGHT ON THE ANCHOR BOLTS SHALL BE SET BY OTHERS IN ACCORDANCE WITH THE MANUFACTURER'S - TAPPING SADDLE TO BE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH CORP. I 2. INNER DOOR OF THE CONTROL PANEL WHEN WATER IS DETECTED IN THE OIL CHAMBER RECOMMENDATIONS. STOP I SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, AS WELL AS IN THE MOTOR HOUSING. THIS SYSTEM WILL PROVIDE ADVANCE WARNING TO AN OPERATOR OF POTENTIAL SEAL FAILURE BEFORE MAJOR DAMAGE OCCURS TO 2. UPON COMPLETION OF EACH STATION, THE PUMP MANUFACTURER SHALL INSPECT HE INSTALLATION AND SUBMIT A CERTIFICATE STATING THAT HE INSTALLATION OF THE TESTING PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH I 3• COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. THE p ep M TpR F. THE PUAS DISCHARGE SHALL BE FITTED WiTH A GUIDE BRACKET THAT SHALL BE A EQUIPMENT IS SATISFACTORY, AND THAT HE EQUIPMENT IS READY FOR OPERATION. AW,WA STANDARD C600, C900, C905 AND AW.WA MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY SEPARATE CASTING FITTED WITH A RENEWABLE BUNA-N SEAT AND BOLTED TO THE 3.03 TESTING 1, AFTER ALL PUMPS HAVE BEEN COMPLETELY INSTALLED, THE CONTRACTOR ALONG WITH TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS, 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL PUMP DISCHARGE, MACHINED GUIDE RAIL MATING FACES INTEGRAL TO THE PUMP THE PUMP SUPPLIER SHALL CONDUCT IN THE PRESENCE OF THE OWNER AND THE DISCHARGE WILL NOT BE CONSIDERED EQUAL TO THE BOLT ON BRACKET WITH ENGINEER SUCH TESTS AS ARE NECESSARY TO INDICATE THAT THE PUMP STATION 5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-O". RENEWABLE SEAT SPECIFIED. SEALING OF THE GUIDE BRACKET TO THE DISCHARGE BASE CONFORMS TO THE SPECIFICATIONS. FIELD TESTS SHALL INCLUDE ALL PUMPS INCLUDED GENERAL UTILITY NOTES SHALL NOT REQUIRE MOVEMENT OF HE PUMP, HYDRAULIC PRESSURE, OR MACHINED FACES. THE CAST IRON DISCHARGE CONNECTION SHALL BE BOLTED TO THE FLOOR OF UNDER THIS SECTION. THE CONTRACTOR SHALL SUPPLY ALL ELECTRIC POWER, WATER OR WASTEWATER, LABOR, EQUIPMENT AND INCIDENTALS REQUIRED TO COMPLETE THE FIELD - ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN 6. NUMBER 14 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE HE WET WELL AND DESIGNED SO AS TO RECEIVE THE PUMP CONNECTING FLANGE TESTS. RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY, 2007." SPIRAL WRAPPED OF AFFIXED TO THE TOP OF THE PIPE. WITHOUT HE NEED OF ANY BOLTS OR FASTENERS, A. PUMP MOTORS RATED FOR 2 AND 2.5 HORSEPOWER SHALL BE NEMA DESIGN e 2. PRIOR TO THE FINAL TEST, HE CONTRACTOR SHALL RUSH ALL INFLUENT LINES TO HE STATION AND HEN SHALL REMOVE ALL DEBRIS AND SEDIMENT THAT HAS - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT HOUSED IN AN OIL FILLED CASING. PUMP MOTORS 3 HORSEPOWER AND LARGER SHALL BE NEMA DESIGN B HOUSED IN AN AIR FILLED CASING. ALL MOTORS SHALL HAVE ACCUMULATED IN HE STATION BOTTOM. AND F.D.E.P. PERMIT CONDITIONS. 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN CLASS F INSULATED MOISTURE RESISTANT WINDINGS. THE TEMPERATURE AT ANY POINT IN 3. THE FINAL ACCEPTANCE TEST SHALL DEMONSTRATE THAT ALL ITEMS OF THESE SPECIFICATIONS HAVE BEEN MET BY THE EQUIPMENT AS INSTALLED AND SHALL INCLUDE, SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL THE WINDINGS SHALL NOT EXCEED 155 C AT ANY LOAD ON THE OPERATING CURVE OF BUT NOT BE LIMITED FOLLOWING TESTS: I.R.G, UTILITY DEPT. PRIOR TO CONSTRUCTION. CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER THE PUMP. BIMETALLIC THERMAL SWITCHES SHALL BE IMBEDDED IN EACH PHASE OF THE WINDING TO SENSE HIGH TEMPERATURE. HE RATING OF THE SWITCH SHALL BE A. THAT HE QUICK RELEASE LIFT OUT FEATURE FUNCTIONS PROPERLY AND ALLOWS HE LE E - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE INDIAN JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE 1200C t 50C. THE CONTROL CURRENT SHALL BE CONNECTED THROUGH THE PUMP TO BE RAISED AND LOWERED PROPERLY, B. THAT ALL UNITS HAVE BEEN PROPERLY INSTALLED AND ARE IN CORRECT ALIGNMENT. RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY 2007. I STRINGENT. BIMETALLIC SWITCHES SO HE MOTOR IS SHUT DOWN SHOULD A HIGH TEMPERATURE C. THAT THE UNITS OPERATE WITHOUT OVERHEATING OR OVERLOADING ANY PARTS AND WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT CONDITION EXIST. THE SWITCHES SHALL BE SELF -RESETTING WHEN THE MOTOR COOLS WITHOUT OBJECTIONABLE VIBRATION. INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD. , THEN THE 4. PUMP MOTOR: SINGLE PHASE MOTORS SHALL BE OF HE EXTERNAL CAPACITOR START CAPACITOR B. D. THAT HERE ARE NO MECHANICAL DEFECTS IN ANY OF THE PARTS. E THAT THE PUMPS CAN DELIVER THE SPECIFIED PRESSURE AND QUANTITY OF RAW, AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. - THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY TRENCH DETAIL RUN TYPE FOR HIGH STARTING TORQUE MOTORS THAT HAVE INTEGRAL START CAPACITORS INSIDE THE MOTOR HOUSING SHALL NOT BE ACCEPTABLE. UNSCREENED SEWAGE. F. THAT THE PUMP SENSORS AND CONTROLS PERFORM SATISFACTORILY AS TO CONTROL OF SEBASTIAN PUBLIC WORKS, KS, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY C. OIL FILLED MOTORS OF 2 & 2.5 HORSEPOWER SHALL BE ENCLOSED IN A TYPE SEQUENCE: IE, CORRECT START AND STOP ELEVATIONS, AND PROPER ALARM LEVEL OTHER UTILITY PROVIDERS HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL (UNPAVED AREAS 316 STAINLESS STEEL OUTER HOUSING. AiR FILLED MOTORS 3 HORSEPOWER AND FUNCTIONS. EXISTING UTILITIES LOCATED IN THE MELD. ABOVE SHALL HAVECAST IRON HOUSINGS EQUIPPED WITH EXTERNAL COOLING FINS, 4, IF PUMP PERFORMANCE DOES NOT MEET HE SPECIFICATIONS, CORRECTIVE - ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, M�1 D THE PUMP/MOTOR SHAFT SHALL BE CC MEASURES SHALL BE TAKEN OR HE PUMPS SHALL BE REMOVED AND REPLACED WITH SHALL BE KEYED TO ACCEPT THE IMPELLERS C SlAINLE-zQ HEIMPELLER SHALL BE SECURED TOEL PUMPS WHICH SATISFY THE CONDITIONS SPECIFIED, A 24-HOUR OPERATING PERIOD OF EFLLTRATION/ INFILTRATION, CAMPING, T.V. THE SHAFT BY A STAINLESS STEEL LOCKING BOLT OR NUT. SHAFTS THAT HAVE THE PUMPS WILL BE REQUIRED BEFORE ACCEPTANCE. IF A PUMPING STATION CAN NOT BE INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED TAPERED OR THREADED ENDS FOR SECURING THE IMPELLER WILL NOT BE ACCEPTABLE. PUT INTO REGULAR SERVICE BECAUSE OF HE LACK OF WASTEWATER OR DISCHARGE SPECIFICATIONS) SHALL BE PROVIDED AND PAID E. SEALING OF THE POWER CABLE ENTRANCE INTO THE TERMINAL CHAMBER SHALL BE FORCE MAINS, HE STATION SHALL BE "EXERCISED" AT A MINIMUM OF TWO TIMES A FOR BY THE CONTRACTOR, THE ENGINEER SHALL BE PRESENT FOR ALL PROVIDED BY A BUNA-N GROMMET IN A COMPRESSION FITTING. EPDXY OR OTHER MONTH BY THE CONTRACTOR. TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR COMPOUNDS USED IN THE SEALING OF THE POWER CABLE ENTRY IS UNACCEPTABLE. THE NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS TERMINAL CHAMBER SHALL BE ISOLATED FROM THE MOTOR CHAMBER BY A WATERTIGHT BARRIER. I PRIOR TO ANY REQUEST FOR PAYMENT. 5. CABLE: PUMP MOTOR CABLE SHALL BE OF THE SO/SOW TYPE SUITABLE FOR SUBMERSIBLE PUMP APPLICATIONS WITH HE RATING PERMANENTLY EMBOSSED ON THE CABLE. CABLE LENGTH SHALL BE SUFFICIENT TO REACH THE CONTROL PANEL WITHOUT THE NEED FOR JUNCTION SWITCH DISCONNECT BOXES OR SPLICES. CABLE SIZING SHALL CONFORM TO NEC REQUIREMENTS FOR THE I CONTROL PANEL FULL LOAD CURRENT OF THE PUMP MOTOR. HE POWER CABLE FROM EACH PUMP SHALL GENERATOR RECEPTOR OPTIONAL -RUN FROM MAIN PANEL (P-1) BE PULLED TO HE CONTROL PANEL THROUGH A MINIMUM OF A 2" DIAMETER CONDUIT. MODEL N0. A3042(O.A.El -SEE ELECTRICAL PLANS ATTACHED AND ALL FLOAT SWITCHES SHALL BE PULLED THROUGH A SEPARATE 2" DIAMETER CONDUIT, LIGHTING AND CONDUIT PLAN (SHEET 26) 2,03 ACCESSORIES 1. ACCESS HATCHES: HE WET WELL AND VALVE VAULT SHALL BE EQUIPPED WiTH ACCESS HATCHES OF THE SINGLE OR DOUBLE LEAF CONSTRUCTION IN THE MINIMUM SIZES SHOWN ON THE I UNISTRUT (OR EQ _ O - _ DRAWINGS. THE PUMP MANUFACTURER SHALL COORDINATE THE WET WELL HATCH SIZE WITH THE PUMPS BEING FURNISHED WHILE THE VALVE VAULT COVER SHALL BE SINGLE LEAF WITH A MINIMUM OF A 36"X 36" CLEAR OPENING. THE HATCHES SHALL BE FABRICATED OF ALUMINUM DIAMOND PLATE REINFORCED FOR A 300# LOAD RATING. THE LIGHTENING ARRESTOR COVER(S) SHALL BE EQUIPPED WITH STAINLESS STEEL HINGES, STAINLESS STEEL " FIELD MOUNTED S AUTOMATIC HOLD OPEN ARMS, AND PADLOCK HASPS. HATCHES SHALL BE AS 24 X 24" X 6 THICK CONCRETE PAD AT - - - ELECTRICIAN MANUFACTURED BY HALLIDAY PRODUCTS OR ELECTRIC SPECIALTY. EACH VALVE BOX WITH (1) - NO. 3 0 - - - - CONTIN000S. (SHALL BE 36 X 36' IF 2. FLOAT CABLE HANGER: LOCATE^ "' � iir ",.-% TO SERVICE PULLBOX A 300 SERIES STAINLESS STEEL CABLE HOLDER WITH A MINIMUM OF SIX HOOKS OF SUFFICIENT LENGTH AND STRENGTH TO PROVIDE SUPPORT FOR EACH SEPARATE CABLE SHALL BE FURNISHED. THE BOAT/CABLE HANGER SHALL BE EASILY ACCESSED FROM THE HATCH OPENING. 3. FLOAT SWITCHES: FLOAT SWITCHES SHALL BE U.L LISTED NON FLOATING DISPLACEMENT TYPE WITH SEALED MERCURY SWITCHES IN A CHEMICAL RESISTANT POLYPROPYLENE CASING. SUFFICIENT CABLE SHALL BE PROVIDED TO REACH THE CONTROL PANEL WITHOUT THE NEED FOR SPLICES OR JUNCTION BOXES IN ADDITION TO PROVIDING AMPLE CABLE FOR HEIGHT ADJUSTMENTS. FLOAT SWITCHES SHALL BE ROTO-FLOATS AS MANUFACTURED BY ANCHOR SCIENTIFIC. , 4. FIBERGLASS BASIN. THE FIBERGLASS BASIN SHALL BE MANUFACTURED FROM COMMERCIAL GRADE POLYSTER RESIN, THE COMPLETE WET WELL SHALL HAVE A DYNAMIC LOADING OF 16,000FT-LBS AND SHALL. NOT DIRECT VERTICALLY DOWNW d SEAL -OFFS - (2') 2 -2 CONDUITS REQ'D FOR 2 H.P. PUMPS 3/4" HOSE 8198 W/ to �3)- 2" CONDUITS REQ'D FOR 3 H.P. BACKFLOW PREVENTER (WATTS OR EQUIV. AND LARGER PUMPS WATER LEVEL CONTROL TO PUMP No. 1 3/4" GALV. RISER TO PUMP No.2 2' GALV. PIPE OR EQUIV. POSTS ARD MORE THAN A 1/4 AT THE POINT OF LOAD APPLCATON WHEN CPU �A�R" OR "SEWER" SLEEVE REQUIRED 2" MINIMUM LOADED TO 24,000LBS. THE FIBERGLASS VALVE VAULT SHALL BE 24"X36'X30" DEEP AND MEET GRADE HE REQUIREMENTS FOR INCINDENTAL TRAFFIC H-10 LOADING AS ESTABLISHED BY ASSHTO. ' , , "', THE COMPRESSION STRENGTH SHALL BE AT LEAST 11,000PSI. FLOAT SWITCHES SHALL BE NOTES TOW R SUPPLY ° - ¢ ' ®f. V ." v " ,! . ,, - ULUSTED TYPE "S-ROTOFLOAT' MANUFACTURED BY ANCHOR SCIENTIFIC, INC. WITH 30 FEET OF STO PVC CABLE. VALVE BOX UD SHALL BE PAINTED BLUE - FOR WATER AND YELLOW FOR FORCE MAINS CONCRETE SLAB 48' Lx12" Wx1O" D V AL V Ci DO1� PAlJ GROUND ROD 12 o, xC24 DEEPOUND POSTS TO MAIN SERVICE =UOX PANEL (P-1) i REDUCED PRESSURE (RPZ) BACKFLOW PREVENTOR TO BE INSTALLED IN WATER SUPPLY LINE TO i LIFT STATION (FEBCO MODEL #825Y OAE). . ELECTRICAL PANEL / RISER DETAIL ( WITHOUT R.T.U. ) BACKFL❑W PREVENT❑R T❑ BE THE REDUCED PRESSURE Z❑NE ASSEMBLY TYPE. NOTE: 1. THE PUMP REQUIRES 3 PHASE ELECTRIC. .I T^^ AND POWER CABLES IIt , 1i 4:1 SLOPE ELECTRIC SERVICE CONDUIT - -' SIZE & LOCATION BY ELECTRICIAN ', AND F.P.L. ( AN HIGH LEVEL AIARM PLAN NOT TO SCALE ,--ALARM LIGHT (RED COLOR) ALARM HORN CONTROL PANEL TO BE NEMA 3R S.S. DUPLEX CONTROL PANELI , LOCKABLE, L , INTRINSICALLY SAFE, ELECTRICAL PROPOSED P AT SITE : 3 PHASE EMERGENCY POWER RECEPTACLE CONTROLS TO RUN BASIN CONTINUOUS TO ELECTRIC CONTROL PANEL SEAL WATER TIGHT r ,)-- 1:1 S.S./-CABLE I / HOLDING yrill IF DUPLEX FIBERGLASS BASiN STEEL COVER (LOCKABLE) NOTE: REQUIRED VALVES AND FITTINGS PVC VENT W/ WILL NOT BE ACCEPTED WITHIN S.S. BUG SCREEN WET WELL, AND MUST BE PROVIDED IN A SEPARATE VALVE VAULT. WATER TIGHT JOINT, 4• EMERGENCY PUMPOUT / 1 7 OUEQUA-"KAM-LOC" OR BRONZE T-HANDLED GATE VALVE W/ DAVIS METER CAP AND CONC. PAD 10" MN O ►4 ti S TO EXiST 1O' L" AIN CONST. rt WIPING SLEEVE, 2.5' y{.•_.w4•l Q ril/'fl Nli L/\IJ{, VIVIVL T,1 JL\ �3- CHECK MIN VALVE VPLUG A VE I 2 X* SCH 0 HDPE OR 4" SCH 80 PVC MIN r- 13" PVC PER SPECIFICATIONS AST. 10" e„ - '� a 1 -HIS SHEET FORCEMAIN II -IINI I 0� 00 O 11-1 Q � 0 � M Q .- o W (5�NE O O CZi (V Ai O 0 � w rwWa0�mos Rai a¢oWo�Qa 3 0 = rzzwOs ZOF= l01wo Om�F , w z w0==w wd�c7w�a L�a33.D w�a00/ ELEV. 8' �j+J I Z 2.5" SCH 80 PV SLOPE m GRAN o 0.5' I 4' C-900 PVC BELL AND LAG PUMP ELEV."C" ON (2) S.S. 0.5' ; `:. -.. GASKETTED PVC PIPE . W/ MECHANICAL RESTRAINT `W .. • UFTiNG CABLES A1" FITTINGS / JOINTS PER FLOOR DRAIN TRAP (1%i MIN. A RRESTRAINTFIS SCHEDULE, 2 SCH2 DWG NO. M-5B " ELEV. D I 2.0 0 PVC POURED FIBERGLASS VALVE VAULT DISCHARGE PIPES CONCRETE FLOOR W/ LOCKABLE COVER, OR S SLOE RAILS APPROVED EQUAL 2.5' X 1-1/4" 2' SCH 40 AISI 304SS A , ELEV."E" REDUCER PIPES �I 0.50' OL LOW LA I EI-IFLEV.F t, , 0.50' "; I .' e d OIL BOTTOM ELEV "G" ELEV. ANTi-FLOTATION PLATE I Q PLACE 4.64 CY OF NOTES 0 SECTION A -A CONCRETE OVER 1.) CONTRACTOR TO LOCATE AND INSTALL INLET HUB IN FIELD. NOT TO SCALE ANTI -FLOTATION RING 2•) ALL DIMENSIONS ARE IN INCHES. I Q CONTRACTOR TO INSTALL GROUT 3.) CONTROL PANEL TO BE NEMA 3R S.S. DUPLEX O AT 1.5:1 SLOPE 4.) ELECTRICAL- PROPOSED AT SITE : 230 VOLTAGE - 3 PHASE ELECTRIC CONSULT W/ FLORIDA, POWER & LIGHT, 1-800-226-3545 COORDINATE I - LIFT STATION DETAIL ELECTRICALBY TREASUREOAST ENGINEERING TICALPUMPING c/1 5.) SS PANEL IINCLUDE: (PRIVATE) a. EMERGENCY POWER RECEPTACLE, COMPATIBLE W/ I.R.C. UTILITY DEPT. EMERGENCY MAINT, EQUIPMENT. 06 b. EMERGENCY PUMP -OUT COUPLING BY "KAM-LOC", COMPATIBLE W/ I.R,C. UTiLTiY DEPT. EMERGENCY MA1NT. EQUIPMENT. W PROPOSED FORCE MAIN c. ALARM LIGHT & HORN TO INDICATE HIGH LEVEL . DIA LENGTH VELOCITY ALARM ELEVATIONS &EMERGENCY PHONE DiAL UP, (INCH) (FT) (FPS) TYPE d. LIGHTNING ARRESTOR. L 2.5" 115 4.25 P.V.C. SCH 80 OR HDPE 6.) PUMP REQUIREMENTS Q = G P.M. 1-_ 4" 5 - P.V.C. C900, DR 18 11065 .I FT W ABS PIRANHA M46/2, 6.2 HP I 160 mm IMPELLER I .. 3450 RPM. 1 1 1-1/4" DISCHARGE ALTERNATE PUMP MANUFACTURERS WILL I I BE CONSIDERED 7.) ALL HARDWARE (NUTS, BOLTS, WASHERS, HINGES ETC.) TO BE 304 S.S. 8.) ALL VALVES, FITTINGS, CHECK VALVES, ETC. TO BE AS APPROVED BY I.R.C. UTILITIES & ENGINEER. CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR /' APPROVAL PRIOR TO CONSTRUCTION. V . 9.) CONTRACTOR SHALL VERIFY ELECTRIC AVAILABILITY (10/3�) AND NOTIFY ENGINEER OF ANY (n INCOMPATIBILITIES PRIOR TO ORDERING PUMPS V, 10.) LIFT STATION WET WELL, VALVE VAULT AND CONTROL PANEL SHALL BE PROVIDED WITH LOCKABLE HARDWARE. i 11.) THE OWNER/DEVELOPER MUST IDENTIFY AND CONTRACT WITH A QUALIFIED UTILITY . OPERATOR/CONTRACTOR TO PROVIDE REGULAR AND EMERGENCY MAINTENANCE. CONTACT INFORMATION SHALL BE PROVIDED TO IRCDUS, D.O.H., SHALL BE POSTED ON A SIGN ADJACENT TO THE LIFT STATION, AND SHALL BE PROGRAMMED INTO THE SYSTEM EMERGENCY TELEMETRY NOTIFICATION. 12.) SIGN SHALL BE POSTED ADJACENT TO THE LIFT STATION, PROVIDING THE NAME AND PHONE NO. OF AN EMERGENCY CONTACT IN CASE OF AN EMERGENCY/ SYSTEM FAILURE. 13.) THE UFT STATION MUST BE EQUIPPED WITH A TELEMETRY DEVICE THAT WILL NOTIFY THE EMERGENCY CONTACT/OPERATOR/MAINTENANCE ENTITY UPON ACTIVATION OF THE ALARM SYSTEM. � 14.) THE FORCE MAIN SHALL BE CLEARLY MARKED WITH TAPE OR OTHER MARKINGS AND IDENTIFIED AS A FORCE MAIN TO ENSURE THE PIPE IS NOT MISTAKEN AS A WATER MAIN. 0 8" PLUG 11 15.) THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY INSPECTOR OF THE LIFT STATION + STA, 0EL. I ?' COMPLETION AT LEAST FIVE 5 WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION c T.O.P. EL. 4.63 NOTE: A MINIMUM TEXT SIZE OF 1/8" START-UP TO ALLOW FOR A(F>NAL INSPECTION. STA • . 37 3 SHALL BE REQUIRED ON ALL AS BUILT SURVEYS. - I 17Z T.O.P. EL. 4.40 R/W - j8" 1/4' BEND I PAVEMENT STA. 0+62 I T.O.P. EL. 4.42 I 8" MAIN I 8" 1/8 BEND �I F.M. UNDER iP,bf. STA. f+15 11 li/ENCASEMENT 3 T.O.P. EL. 4.89 1 STA. 123+f8 1!Y TA.P. EL 6.44 8" 1/8 BEND II F.Ef UNDER SAN S. AIR RELEASE m STA. 1+22 1 F.M. T.O.P. EL. 6,60 VALVE OVER W.M. T.O.P. EL. 6.62 '• SAN. S.T.O.P. EL. 6.40 - STA. f+38 1: A.R.Y. TAP W.M.T.O.P. EL. 6.48 8" SLEEVE STA. f+28 STA. 122.25 3" P.V. T.O.P. EL. 6.32 R-1/4. qq i' CORNER R/W ' k w II OF BLDG. STA. 2+75 v � ! F.M. UNDER TEL II F.Y. T.O.P. EL. 6.36 V. TO TEL. EL. 6.25 + {I "' dy �� R/W �! l T T T S P.V.,R-3s 121+00 122+00 T.O.P. EL.5.63 123+00 8" SAN. S. NOTES li I. ITALICIZED PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION TO HE PROVIDED BY THE CONTRACTOR'S SURVEYOR TO IRCDUS ON REPRODUCIBLE AS BUILT SURVEY I)RAWINGSR ALL AS BUILT SURVEYS TO BE SIGNED, SEALED AND DATED, SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A 3 1/2' COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST, 2, BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE CENTERLINE OF THE PIPE, li 3. TOP OF PIPE ELEVATIONS & STATIONING TO BE TYPED LISTED(SEALED & SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR kELEASE FALVES AS CONSTRUCTION PROCEEDS, 1I 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE. I; 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS, AND TAX I. D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS, 6, AS -BUILT SURVEYS SHALL BE TIED TO ONE P. R, M, PER EACH 1400 L, F. OF CONSTRUCTION, SHALL BE TIED TO TWO SECTION CORNERS, AND SHALL BE TIED TO THE I.R.C, GLOBAL POSITIONING SYSTEM CONTROL AS BUILT DRAWING • ll (EXAMPLE) I . II M-15 I 11 I I I II 24"x24"x6" THK CONC. PAD W/ 4" THREADED BRASS 6"x6" 10/10 W.W.F. CLEAN -OUT CAP . r III=11 ; a • 4i - aa. (i I11= 4" SLIPxTHREAD CLEAN -OUT COUPLING PAVING, BASE COURSE, IN 4" PVC PIPE AND COMPACTION AS PER CLEAN -OUT TYPICAL TRENCH DETAILS 6" PVC SERVICE LATERAL -- DEPTH AS PER PLAN NOTE: AT NON -TRAFFIC BEARING AREAS, CONC. PAD IS NOT REQUIRED, AND CAP MAY BE PVC. TYPICAL CLEAN -OUT DETAIL PUMPING STATION DATA TABLE LIFT STATION SITE ONLY PRIMARY CONDITION PUMPING CAPACITY G.P.M. 66 TOTAL HEAD (f) FEET 111 EFFICIENCY �.M. 37.0% INTER- MEDIATE CONDITiON PUMPING CAPACITY G.P.M. -- TOTAL HEAD FEET -- EFFICIENCY W. -- SECONDARY CONDITION PUMPING CAPACITY G.P.M. -- * TOTAL HEAD () FEET -"" EFFICIENCY %ES -- MIN. SOLIDS PASS. IMPELLER INCHES 1-1 4 PUMP MODEL NUMBER No. M46 2D PUMP IMPELLER M.M. 160 PUMP SPEED (DESIGN) R.P.M. 3450 MOTOR NAMEPLATE H.P. H.P. 1 6.2 MAX. PUMP BRAKE H.P. H.P. 6.2 MAX. MOTOR SPEED R.P.M. 3450 INITIAL INFLUENT R °SPEAK G.P.M. 27.0 MIN. PUMP CYCLE TIME MINS. 15.4 TOP ELEVATION FT 13.5 INFLUENT PIPE INV. ELEV. (N) ELEV."A' 4.11' ALARM SIGNAL ON ELEV. ELEV."B' 3.60' LAG PUMP ON ELEV. ELEV."C' 3.10' LEAD PUMP ON ELEV. ELEV."D" 2.60' PUMPS OFF ELEVATION ELEV."E' 0.00' LOW ALARM SIGNAL ELEV."F N/A BOTTOM OF WET WELL ELEV."G -1.00' PUMP MANUFACTURER ABS PUMBS I FEMA FLOOD: ZONE 'X' Z Q O 0 2M in LZ Q 0) �_5 � Q W C W O co J N - LL 0) '0_1.ko 0 U - O Q . W0W_-j O m Q c.n 2 Z- Z W Zo> LlNT- en - , N0) Z 0 W 1 gF--F-I` Q �` cp L` (1) N O , ti Woo z- ,D�mLL w�� QJ 0 > 04 j clif ED m j Qo Z 04 ti ti ti J C3 - H z z O46O aV)a I -J .) �- E w I- U LL- a L,J _I EL (./) o W U W o� W O L" M LLJ Q:f Q - IZ", w I- Cl? F- i - > Z � 7: LLJ W � z�> a z � C-3 cl- m JOSEPH W. SCHULKE [�I FL REG. NO. 47048 ❑ JODAH B. FL REG. 0. 39 ❑WIWAM I DATE T I' BEET 1'7 P07-027 r-cutt� 11.00 10.00 9.00 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00 0.00 -1.00 755 D-CURB x 6.4 7 x 6.54 x North x 5.60 a. i 8. 5 x 1 a ` ao x 7.56 % x 5.9 1 i a i CONSTRICTION BARRIER, S'EEDMUZH a SILT FENCE AND SIGNS) i 10.15 6.7.E + H-ARHE +, rt 5S a i + + CA +�6• + �rtV. HAND FORM AND �- 24" DRAIN PIPE SIGN: "KEEP OUT - TREE PROTECTION AREA" (TYP.) PRUN G SURFACE ROOTS OF t� SHEE PILING OR OTHER R.0 ED BY RBORIST AND ENGINEER OOT. COVE D AND UNEXPOSED. a H:ERDEE OAK i- ,.ji 1"1I A.A1i� \1II"►AiN � �a CONST. BARRIER, SCALE 1 "=1�' v- � 2 CONST. BARRIER, SILT FENCE 12 1 2' )ZI SEED/MULCH SILT FENCE AND SIGN AND SIGN . MULCH s .,MULCH 4S/W L 14y 4' S/W 2" BARK 2»BARK - - Zz" _ _ .,,_,,,_", _n. MULCH � MULCH -1 I I III-1 I I it I_I I I=1 I I=1 I I=1 I EXIST. RETENTIONI!I I_ TO-BE-f1LLED +_+-► �_ "-"'III"'lil"'Ii►MITI"ITli�llilll -- - _..._� _. __.._._.. T-RENCH--CAR EFULL-Y REMOVE--�-EXIST. �' EXIST. CURB OOT PqRO (REMOVE)----", ►wG-I �_-► i l►I EXIST. PAVEMENT & SURFACE OF _._. ._.._._.__....�._.... - I1=1I1. II .,II . t 1�AlN-STREET_ BASE-MATERIlAL__TO_WI-THI`N. 2_ f_ OF_.mROO 15 -REPLACES _ . AREA TO REMAIN AREA TO REMAIN I WITH PREPARED SOIL. AT--EX[ST-GRADE A-T-EX-IST-GRAD _: _ .. _ _ .....: T FTE�ROOT--PRUNING'--SURFACE ROOTS�OF I TREE, INSTALL SHEET PILING OR OTHER _ METHOD APROVED-BY ARBORIST AND ENG NEER- EXIST. PIPE TO BE REPLACED _ _ 0 _KE.EP.._..R_O0TS COVERED -_AND. UN_EXPOS.EDa.._..- _ -�„W�-�---W- CONTRACTOR SHALL CAREFULLY EXCAVATE TRENCH ..-_.....AND-HAVE--AN-ARBORIST ON=SITE TO -ROOT PRUNE PRIOR TO CONSTRUCTION/TRENCHING OPERATIONS NORTH /SOUTH SECTION (N/S SECTION) + + + + +++++ +++++ + + + + + 2" BARK MULCH + + + + + + + + + WW� SEED/MULCH W W W REINFORCED CONCRETE i TREE & ROOT PROTECTION I i j DI/ OF C,.,, lx IF CONSTRUCTION OPERATIONS MUST TAKE PLACE WITHIN THE CROWN SPREAD AREA, INSTALL 6 IN. OF WOOD CHIPS ON TOP, OF THE SOIL TO PROTECT IT. USE PLYWOOD MATTING OVER MULCH IN AREAS WHERE EQUIPMENT MUST OPERATE. PROTECT THE TRUNK OF THE TREE WITH PLANKING LOOSELY CABLED AROUND THE TREE TO REDUCE SCARRING BY EQUIPMENT. REMOVE PLANKING, MATTING, AND MULCH AS SOON AS OPERATIONS ARE FINISHED. A BARRIER SUCH AS THAT ILLUSTRATED CAN KEEP CONSTRUCTION EQUIPMENT AND PERSONNEL FROM COMPACTING THE SOIL AROUND TREE ROOTS. GENERAL INFORMATION 'ABOUT CONSTRUCTION AROUND EXISTING TREES GREAT CARE SHOULD BE TAKEN NOT TO COMPACT, CUT, OR FILL THE EARTH WITHIN THE CROWN AREA OF EXISTING TREES. MOST'TREE ROOTS ARE LOCATED IN THE TOP 6 TO 18 IN. OF THE SOIL, AND OFTEN SPREAD CONSIDERABLY. FARTHER THAN THE DRIP LINE OF THE TREE. COMPACTION CAN CAUSE SEVERE ROOT DAMAGE AND REDUCE THE MOVEMENT OF WATER AND AIR THROUGH THE SOIL. TO AVOID COMPACTING THE EARTH, DO NOT OPERATE EQUIPMENT OR STORE MATERIALS WITHIN THE CROWN SPREAD. BEFORE CONSTRUCTION BEGINS, INJECT THE SOIL WITHIN THE CROWN AREA OF NEARBY MATURE TREES WITH COMMERCIALLY PREPARED KELP -BASED FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO INVIGORATE TREE ROOTS. PRUNE TREE ROOTS AT THE EDGE OF THE ROOT SAVE AREA, AS ROOTS PULLED DURING GRADING CAN SNAP OR SPLIT WELL INTO THE ROOT SAVE AREA. ROT AND DISEASE THAT ENTERS DYING ROOTS IN COMPACTED OR FILLED AREAS CAN MOVE INTO THE TREE IF ROOT PRUNING HAS NOT BEEN CARRIED OUT. INSTALL TREE PROTECTION FENCING AND SILT PROTECTION AT THE LIMITS OF CONSTRUCTION ACTIVITY NEAR TREES. DURING CONSTRUCTION, APPLY ADDITIONAL WATER IN THE CANOPY AREA TO COMPENSATE FOR ANY ROOT LOSS BEYOND THE CROWN SPREAD. HAVE ALL MATURE TREES INSPECTED BY A CERTIFIED ARBORIST BEFORE CONSTRUCTION BEGINS, TO IDENTIFY ANY SPECIAL PROBLEMS. REMOVE ALL DEADWOOD, AND TREAT ALL TREES FOR EXISTING INSECT AND DISEASE PROBLEMS. WHEN POSSIBLE, BEGIN FERTILIZATION AND PROBLEM TREATMENTS AT LEAST ONE FULL GROWING SEASON BEFORE CONSTRUCTION. I i ROOT PRUNE TRENCH ROOT PRUNE TRENCH CUT WITH ROCK SAW OR TRENCHER (FILL AFTER WITH SOIL) A ROOT PRUNE TRENCH SEVERS ROOTSI WITH A CLEAN CUT, PROTECTING REMAINING ROOTS FROM CRACKING, ROT, AND DISEASE. NOTES: 1. CONSTRUCT TREE PROTECTION BARRIER / SIGNS AND (SILT FENCE PRIOR TO ANY SITE WORK. 2. ARBORIST TO ROOT PRUNE AND PREPARE SOIL: INJECT SOIL WITH COMMERCIALLY PREPARED KELP -BASED FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO INVIGORATE ROOTS. 3. ARBORIST TO INSPECT TREE PRIOR TO CONSTRUCTION,! TO IDENTIFY ANY SPECIAL PROBLEMS. REMOVE ALL DEAD WOOD, AND TREAT TREE FOR ANY EXISTING INSECT AND DISEASE PROBLEMS. 4. DURING SITE WORK, APPLY ADDITIONAL WATER IN THE CANOPY AREAS AS NECESSARY TO COMPENSATE FOR ROOT LOSS BEYOND PRUNED AREAS. 5. CONTRACTOR SHALL PROVIDE ARBORIST SERVICES WITHIN THEIR PROPOSAL. I I i I INDIAN RIVER DRIVE _IJ REINFORCED STRU&U"R L �:..-` �: CONS--. BARRIER,_ H A R D E E OAK {, ILT FENCE CONST. BARRIER, EXIST. v AND SIGN ,_�' €; SILT FENCE SHELLROCK PAVEMENT GRADE AND SIGN 6„ ABOV EXIST. ELEV. , { 2 1 6 5.5 S/W TRAILER PARKING - CONSTRUCTION M.E.S. _ JOINT „ PV 1 1.0 0C ORALN -NOR 10. 0 0 9.0 0 __- -2»BARK MULCH I -III-EXIST. RETENTION1-! 8 . -III= 0 0 _ ___ __ _. _ _ _ __ _ _v -. _U NCOIVPACTED - Sol SEE©/MULCH � TO BE FILLE® ,. €III-i � I -I � I -I � I -III -III -III -I 1I- �I I_I=1 I I III=1 I I-1 I_I-1 I I=1 I I-1 7.00 _ _- 1, llJ L �.....-...._.HAND--FO-R.M.-AN.p.� �� --.� _ PRO-ECTE-DBi POUR RIBBON CURB 6.00 . _..:STRUTURALLtB- -- 2 TO 3 GRAVEL :-SLOP 5.00 1--cl aT-Cf7NCfiETE ROOT-PRU-N€ UPON - ROOT PRUNE UPON 4,00 REINF. STRUCTURAL RECOMMENDATION AND RECOMMEND001' AN SLAB OVER 2" TO 3" DIRECTION OF ARBORIST 3.00 DIRECTION OF ARBORIST OF GRAVEL:- REMQVE ----- -- - -- ---- 2.00 TOP 2" SHELLROCK. 1.00 0.00 -1.00 I I EAST / WEST SECTION (E/W SECTION) W Ix N f) (� Z.11 O 3 3 3 Q N 0 0 4 U h 0 � � w z�N>� ~� wwa a ��a�z�pa��Fai w Sao- 3 =��awa�m�s 1weo�wZir _ a�w aK- _ w�3w�at�." U E .__I co q .I CC aD a� Q � m Z Oo W J N o�� j 00 v 0 W0W-1 0 ��m� �zW F- z w f^ O QNo3 odd- Z0 W _4 :L_- 1 Q.��.... J c� cn C\, 0 Woj~ ZQJ� W � � n U ; 04 N W cr-co _j ' a� zN U �- v 8 Q rl C:) V) Z J _ L.,.a p Q w W m Q Q u In w V) w tk cl- a w U w I LwO w 112:� ct�CL zC)::fF- LLJ cn > z cn z w Lz�j o a _ 8� I_- z s IP JOSEPH W. SCHULKE FL REG. NO. 048 ❑ JODAH B. BI FL REG. N . 5 6 ❑ AM STODD REG. 57 DATE: S EET 18 PROJE 0. 07-027 O I ii II , i; 14.2V✓� \ icy \` 13.50 O V �., x 12:57 MA � BOA 1� T?AID �R \ \\ \ l�?35 :13.59Y. \\ \ �• \\\\ .' \ x 12.68 '� l fl t'll\r/ L. % \ \\ rn 1► g 13 V ' I � �2 .�`f�A CAS 13.5\� Z i / _ \ z� 13.75 xlj_ �j i "• .` 2.20 \ EX. CATCH' BASIN \\ 9.36 �� TOP d} �rJ \\\ -� �i` � \\\ y \ °� FULL *F SA AID North r, ^, \\ �� \\ \ i O �, \\\ \ G. \" x10.26 \ \\ \ ! \\\ \ 0 0 0 03 \ / GRAPHIC SCALE \ 13�60 \ F' 00 10 %c1322 . x 11.94 20 0 io 20 40 60 \ j 13.2 n �'v 0 0 0 Q 1 x -�; \ :J- 11 X \\ \3 x/�J89 \\ 14.04 7 <` HANDICAPPED SIGN '� 8 4, \� 14.2 ( IN FEET) CONCRETE HAND/CAPPED I' 1 inch 20 ` ft. -�\\\ �, \ \ ..... \ \\ c� 14. II \\\z ... � \ PARKING SPACE 14.5�� x 6.47 \ \ \ . x 14.16 _ �,',� \\ m\ \P i? \ 131.3 Jo.S I \ \ 13.9 o ✓;�o\\ X\ ' \ �-fL_ - ' a x 6.54 x 5.60 r _ 1238�6.38 \ \ 13.92:\\\ 4 - ;� \\.�y14.40 .. ( ! I f0.98\ 10.12 EX/STINGXG5i�H B,- \1 o\\\ \ i \ 'EXI.S.TING .:: , . ' . \ 4 \\ D \ \� �.._ 14.�9 % •` _ I \ I TOP EL. =5. 54' �.., I \ lNd/5��1KNOWN x`5 13 56 X 10.6� \ \ n . . 1 . ' . . \ \ ' \\� (� m :14.451318 , , , • F F.. �"L:.= ?,3 82 \ 3.2 \ LAB _ 13 58 \" . y . . . .. . . . . . .. . . . . . .. \ \ 4 14441 �c14.35 13.695 x13.10:!10.72 'x9.83 \ 4' TAL WALL » \ �- \ c� \ \ \, 14.98 \\\ ` _. \ 18 X18 SQUA RE,. .`... __._ _.. _.... "f1 \3 14.89 ' \\\r 13.87W/ PEDESTRIAy % , \ .- .......... .at1, y. .. - - , 1 .o "X 8" \�' WALK UT1uN,7 1 \ -ff �\ ......... . 14:2111. �� 1.3 .... - \ �- W (2) 27 1 \\: xQ 30"X18"X50" ,o.� \ Vie TRAFFIC SIGNAL /� , 4.8 - 10.43 4 h _\ \4.16 5 4'X4' CONC. r _ _ 9.160RAlNAG- \ \ \ PEDESTR/AN :..�/14.22 . w�: `-" \ \ ,: 14.12x �0p ' - _ �; --/1�10NUMElVT _ : 5INV - \ \ Y \ ! \ \ WALK SIGNAL 1r19 I \�? > 13.65 1 5i - `..� N. INV, E % C \ \ 43"54 i \ \ ON 6" POLE /' \ 71 s\ F--�U.Re _ I. S. IN =f \ 13.91 14.12 \ 5 X18 ! _- �>m �1 .-_' �"'.....- \ x \ /. .. STATE ROAD DEPT SELINE - _ \ \ 14.4J ;��27 .38TRAFFIC SIGNAL 13.73 14.20 /%! P.O.C. OF CURVE: S 103 87.56 1 k, (3) 27.5"X18„ - ` _- 4. 13.8 13.92 Q PER STATE OF FL RID , S TE ROAD IRA FF/C S/GNAL \ RED, YELLO EXIST. FORCEMAIN \ 14e41p•. \ 1 6 -5- �- �'��,�,443 DEPT. RIGHT OF AY-& Gf EN co FD 1 1 /2 IRON PIPE 14 3 / 3 SECTION 880 -- Z 0 U W C, Mw APPROXIMATE LOCATION) 14.24 14.22 _ - - _.: - ' I� aY_r._ C x 14.0t4 �, 13.92 # 1-11 AD #5 / 4 1,43.71 EXIST. CURB INLET _mac. i4.0< -- --" \z; _- - - .� �� _- r Q ._. 14, 5 14100 TOP EL. =13.8� 13 92 _ -- - RED, '„ YELL O r F, .x FD. 1 1/2" IRON PIPE _ _ _ - - ,, i s IN EL.10.5f -� `" - - X.\ & G EN BAIL,:_" D ' j� Q W Q N - ' C014C• SIDL !NALK- - � = 14. o _ _ �• 0 gi p -- A E ► REIN YELLOW WEST OUND , 1 ' _ ---- NN *16 »c Z u- N 14 2 - NO APPARENT CONNECTION & G�REG�RE�I�I�Af %\�U Q lz � _ - _ a�/: ° .� -'` BE ©RA/NAGS SYSTEMS . - ANU YELLOW ' V _ J _ --_ GREED ARROWRED 3t'�' COt PA �n W o W J 15.24 � x 15.08 7� __-_..___ _ _ _ 'i N & C BOUND . _ F -sAI L;`C - , p + _ - �- &GREEN BALL 6 "X6" 36 TALL W 6 "X15 4' B _ ti. 1 CONC../DE , A x - _ - v ' \ BELLS UTH BOX - --- _ - o O DRAINAGE MAN LE •.' STATE ROAD DEPT EASEL NE _ - T -.� t �CF\`�`�� z � C� SOUTH BOUND STA�P,ED W � LP `fin w TOP EL. =15.�- _ -- I; - INTERSECTION W MAIN ST. STA. 1036+10.41_ _ ,e _�,1.L1 smr� Z z w (P V / - - - ,p�-- i1 RED YELLOW 14.11 - _ -- - ="" I�AK �� sti > " - (50► , PER STATE OF FLORIDA, S TE ROAD - - g o F 1 .1 . ,w Jq 8 9 ! =h &GREEN BA \ » » : . _ 1 9 -. BALL � T. H F WAY1416 < 17 9 - _ _ _ _ O - ,.x;.., <,- ._ ...: .. �, W, 7 5 r� svA 1 371- '�"�r x R N _ .. & ND --may i # a.a,a 53 12 2 . .,-_,•..,>.r..r. TR C S/GNAL - Z - tjT L � 1-.31 F u n __..x.<:......:_v.. '� &GREEN BALL AF \l HISTORIC SIGN - EAST BOUND , W g Z14.91 � ��-ii RIAI � d _• l _ . \ (� II � V J N yr n MANHOLE , _ -' - g = ian �/�! oo \\ o mom`^. ts"ryy :" M ._... n. '.•. .•..' PEDEST --"` - 3 SIGN, \ r4.64 L . 1 CONCRETE SLABS IST. 8 H.D.P E WATERMAI - . _ - T:�. r_ _ �/V �! 84 w 5 t Z 18.11 15.3 '.� 4��' » "h .:.w - A :PROXIMAT 0 AT 0 _ - _ _ _ .. \ •1 Li ! �- ;Tl - _,- a 15.51 14.75 L I 1 � 1 b 0 � •� "" ...Zj " . ... ..x _ 15 _ -- v = 15.5�` 14. 74 _. \ rVA j 1 s: - - - - / SIU� �'..... W _ .L: GJ ,. - 5. ., 1 1 G x,.,T ,, •<..... . _... - s ............2 . X TRA Fl" 1 _ ... .._. ..w.aT, p16.62t _ - = - , \ y - {� 1t1 , 15.35 ��- � x _ - - lG BUTTONS FOR 1 3s'� \\ _ ». ,;: ..... I 11 I rn 6 2 ---- ' ..........: .. . .... .. .. 3. sirs _ ! �. 15.04i 4 .X4...�ON;'....... CROSSWALK & MANHOLE i\ 1 1 U I r¢ Z i...... 1 vP EL. 16.01' \ .'.'.'.POST.'W/METER ...... ..... � ....'...'.'.'.•.'...... .............•.•.•.•.•..•...•._.• LIGHTS • .10 = \� ...... .. I I 1 ti n 0 23' \ 17. 94 era sv�+ x 1 Z-00- � . . . . . . . . . . . . . ' . ' . 15. 15.8 1 17. 78 _ - N I .... .. .......... ' .. ..... ELECTRIC �, \ a E. INV. EL =10. 57 \ \ \\ CPA.MBL`R. ' . OF .... I 1 Z �, . �� _ ______._.. ...... •, ....52 .. . ........... SERVICE \ (2) 27.5 X18 '� r \ .. .. ... J . . . . .. . . .. . I .'.'.'.'.' ��`.` \ $ 1 16 78 mm ,�, .. _ �_. - . 12 \\ 4 '�' CUR . '� ; \ \\ \ COMME- CE 50 _ -IT- ...........�....... ... \ \ ...... . .... TING. 14 W/ STREET �\ j .......... . _ \\ \ -. ..5 0 ; \� ;, \ PARK - FD. 5/8' IRON R D :....... LIGHT ` \\ R \\ ..... •BUILDING..' \ �,\\ 1 .. x lr.8s k+ .......... ......... F: F ' EL: - L6 0.I , i \::. \;� \\. CpNC. P o! .4 4 .......:...... ..:........... ... ........ �4� \\\ \ x 15.06 �* 42 1. s 3 CONC . A/C . I ....... \ 15.15 \ 15.47 . .. .. . . . . . .. \ 1 2� �tt53 '........... 15.2715 iJ� \ 15.51X` � ��J3, \\ \\ � N L .. .. . . . . . j 15. 24 j \` \ � 15. 77 2 �, 1 S S Z ....... I . ... . . . .. .. .... .... .... ............ ............ .. , U 16.14 �1 Z 7' z \\ 13" 65 j H L ........ 43-12 n 16.1 6.43 ` \\ u\ \ 0 0 .n x 1.5.88 W PARK BE%CH( _ Z \ tc 15.54 \ \\ N \ W O Q 15.z4 W U J 3 x3. 5' CONC, 7 \"\14. 90 1 \ N \\\ _ 1 F_ CDa. I............. .... \T _ SLAB W/ POSTAL , \ \ �\ \�\\cam SERVICE BOX: O 14. 51 \ \ \ \\ N � 15. ' \ • i 36'X32" INLET-1 - � W BIKE 'ONL Y SIGN' x 14.44 'S.4_ 15.59 i W V \`=.. 94 W APPROX/MA TE LOCA T/ON \ -� II 15. J9 15 7s5 ¢ \ \\ OF EXIST. BURRIED & \ o W O . x 15.50 - 1 1 s t \ \\ \ CAPPED FLOW WELL 12.17 0 W n : x,, < W x 15,93 1 '�/ \\\ Ian" t ' 1 .03 ` _� \ 15. 5" 66 a ,' x a � \\\• € - - . _ 1Y89 m Z W ,_,••, � j Q O Z rl I I - I OR 112CA JOSEPH W. SCNULKE FL REG. NO. ❑ JODAH B. BI FL REG. 0. 573464 DATEUCF 13 EET 9 07-027 a: North GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) i inch = 20 & NOTES: 1. COORDINATE WORK WITH PAVEMENT .MARKING SIGN PLAN (SHEETS 3 & 20), AND SIGNAL MODIFICATIONPLAN ATT i l �\ � � i -1 L.•� 'i � 1ra �""f 'Yt 1 r I e , ° •. ' �y' ^t' ; vr„ z G, R VET a R 1 Ct"'cl' [ t�,,,l �` l,�Vl, t" $ •-,; ° :ir I \ \ ,'t�� .. .. I _ "1 rr� r•-'1 �3 r•rt � ti.••' ,~� ' S a 'z .. Y ,.:. •.,Y ua \\ \ -` \\ i V`� • \\\ y-'1 ,_,, 1:.••1 ...� � V rn r` j U --y � � ;s�t ' Qn REFUR IH \ \� SIGN 'EXISTING �,\ TING .. \ ................ \CO SWA )4 PAVEMENT �� \ 2) ST N S : \ '� � � ) R ING SAT <IN \ EXIs-T�,� TERSECTIO ACHED x. \ B LDING 2. ALL CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT \ \ • . • . \ \ \\\:. ', :' t '. '\\\ 'o FF- 382 \ R> L INDEX i �EL:=� .. \�, ,'� / . ►, � - 5 LT o '��,, �,• NO. 304 AND 300 (CURB). ALL RAMPS SHALL HAVE A TRUNCATED \ \ �; . DOME DETECTABLE WARNING SURFACE PER FDOT INDEX 17346. REPLACE OR REFURBISH 30 R1-1 \ \ \\�'a_ { '.: %� L 3. PROVIDE M \ . \ \ \ 1 i .,::`':.:.-... I..`.' AINTENANCE OF TRAFFIC PER APPLICABLE FDOT INDEX \ - �I '. T. /\} STOP SIGHN & (3) STREET SIGNS \ e - STANDARDS 600 SERIES). ..... i G �RIPING AS \ 4 • , DEPICTED ;. p PICTE — REPLACE �_ m ° ° 83_ p OVERLAID BE MILLED MENT TO f ING PAVE \ \ EXIST RAILROAD WARNING .° <. /Y RAILROAD WARNING SIGN W10 100+O0 PAVEMENT PARKING PER :Xti�.. '� y .o s: INTERSECTION W `EXIST.FDOT SIGNAL POLE f INDEX N0. 17346 U.S.1 CENTERLINE 4ly �,a 7 KEEP .< .. .. '. ,:: ,., .: .:. 'v.'•:R .. .gByym.,. :' .. , _ T a' GIB SIGN � J t'` t W. ..-- ..x. ., �.:,..'.. 1 Y. .. n. .. •Y .Z .. .,,.- .,. ,. ., is ,. :,. E<` \ ? .. , f.'. a — ,. ,:.. .. .. •. Vl. i r .. , ... .. a .. ... ..< .'k t•. 4, .. , ... 1 v. a. EX1STllVG �\ \\\ �0 -Y \\\ 1\ „ ; o p rn ....... ....... '. BOILQ>N \, \\\ U ' i \ \\\ w z _... ; \ \�\ v z 'k .t \� ,\\\ �\ FUTURE''SIDEWALK.,.,.*. Z F.F..EL.-'16:01 \ \\ 4 3=i - \�, \\\ \ . • -'c Nc. A (v --► L .. _- .. - .. -- � >' •... BY . OTHERS•.-.. P LVY". \ z \ \ \ \' \\ x MAINTENANCE OF TRAFFIC PLAN FOR MAIN STREET ROAD CLOSURE PER MUTCD PAGE 6H-45 .^\41, SCALE: 1 "=20' . ............::'. :::. \\ \\ y \\\ o - ................................................ , \\\ I �� \ -v R 1 STOP SIGN \ \ \\ \ \ �\ \ Ii l DEWALK CLOSED CRO \ \ \ .a & N, LEFT ,TURN SIGN \\ \\ \ QC -\ \ ......... \1 i HERE SIGN (R9-11 I cp� TYPE III BARRICADE _. �\ \ \ ( ROAD CLOSED SIGN (R11-2) \ V.- \ \\ / �� PER MUTCD PAGE 26-44 \ - - - _ - v \ ° d \ 1 � \ tJ 777 1 NOTES: o \ 1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE INDIAN RIVER X \ s: COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS. 2 ALL PAVEMENT MARKINGS ARE TO CONSIST OF 0 MIL EXTRUDED THERMOPLASTIC 3. RAISED REFLECTIVE PAVEMENT MARKERS (RPMS) ARETO CONSIST OF 4" SQUARE MONO- DIRECTIONAL WHITE AND BI-DIRECT IONAL YELLOW. o ;.. 4. LANE LINE RPMS ON THE 4 (OR MORE) LANE PORTION OF ANY DMDED ROADWAY SHALL BE BI-DIRECTIONAL WHITE/RED. 5. RPMS WITHIN FDOT RIGHT-OF-WAY SHALL BE POSITIONED IN ACCORDANCE WITH FDOT INDEX 17352 AND SHEET 20A. ROAD CLOSED AHEAD SIGN (W20-3) \ 6. RPMS WITHIN INDIAN RIVER COUNTY OR CITY OF SEBASTIAN RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH FDOT INDEX 17352 BUT PER MUTCD PAGE <6F-17(� ) � INSTALLED ON THE STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS SEE SHEET 13 . z 7 ET FOREMARKINGS/SIGNS/RPM _ I TYPE III BARRICADE R APPLICABLE CONSTRUCTION DETAILS PANDMSPECIFICATIONS. MENT, DETA L N SPECIFICATIONS, AND SHE 9 11 \ FOR PLACE S AND SPECIFIC SHEETS _ — _— / 8. SEE SHEETS 5 6, & 21 FOR S - ITE DRAINAGE & UTILITY CONSTRUCTION. 100 _—_ -_-- __ _ = _ _ - �\ \ \ II 9. REFURBISH ALL EXISTING PAVEMENTMARKINGS DISTURBED BY CONSTRUCTION ACTMIIES. CD SIDEWALK CLOSED CROS I 10. RESET ALL VALVE, MANHOLE, ETC.. TOPS TO PAVEMENT GRADE. 11. CONTRACTOR SHALL PROVIDE TEMPORARY WORKZONE PAINTED PAVEMENT MARKINGS FOR MAINTENANCE OF TRAFFIC IN CONSTRUCTION -- — _ HERE SIGN R9-11 ( AREAS IN CLOSE CONFORMITY WITH THE LINES AND DETAILS SHOWN ON THE PLANS AND REFERENCED STANDARDS. APPLY WORK ZONE \ \\ :� PAVEMENT MARKINGS, INCLUDING ARROWS AND MESSAGES, BEFORE THE END OF THE DAY IF THE ROAD IS TO BE OPEN TO TRAFFIC. -- -- •..•-- '-•--'THE �" \\ WORK ZONE PAVEMENT MARKINGS SHALL BE MAINTAINED AND RE -STRIPED AS NEEDED UNTIL FINAL PAVEMENT MARKINGS ARE APPLIED. _ — �` \� - — 0 ...................... . . .......................'... \ .. -- Ao, .............. \ \\\ I j I Q O 00 0 Z W 1n S w J o a � O O N N Q xN O o W tr w Zu ow FZU�V�m3�V ax�waaz��x fn�.a¢zWo�a°-r3 zo��oowa�m�g pwi=j�UwW3�+x wo�+�wwa�c�w�0 a33w�N3w�a0� d O U J N L J C •� w EL W O N m J C0 Zco 0 �U c WoWJ a Lu Z z w W Z W o o� Nto o 0 QRN'04) W g F—ti Z 0 � N I_' W o Z¢J ;8 LL M— W W F- W0 \/ >_ 04 S J ' ¢� Q) Z N U r �W v i-- Ln Q::� Nz � � Q L J W W to :m z w m Q LL U W o�w0 WC]::� Of n L,J Cn i— tn Z m�ZLJLJ _> m LZ�j O Q � C:) v Z 0- VI JOSEPH W. SCHUUCE FL REG. N0. 048 ❑ JODAH 8. 81 FL REG. N6. 572IS6, DA J 10 A" nml VCt t fib 6' DRL YELLOW vC't t e%AP vrlf t f'SW u a $..: LA6WTa NOW to C' " a /tit" RETRO-REFLECTIVE PAVEMENT MARKERS (BI-DIRECTIONAL YELLOW) I 8" TYP. DETAIL RO-REFLECTIVE PAVEMENT MARKERS (MONO -DIRECTIONAL rELLOW) I DE TAIL 2 all &" TrP. TRO-REFLECTIVE PAVEMENT MARKERS (MONO -DIRECTIONAL YELLOW) TYP. DETAIL .3 6 YELLOW i RETRO-REFLECTIVE PAVEMENT MARKERS (MONO -DIRECTIONAL YELLOW)i GRASS MEDIAN WIDTHS AREA 120 TYP. GREATER THAN 8' 6' DE TAIL 4 6' YELLOW � � RETRO-REFLECTIVE PAVEMENT MARKERS WHI TE-to (81-DNRECTIONAL WHITE/RE'D) TYP TrP TYP Ir WHITE 6' WHI TE EDGE UNE RETRO-REFLECTIVE PAVEMENT MARKER (MONO -DIRECTIONAL WHITE) NO TES 1. RETRO-REFLECTIVE PAVEMENT MARKERS SHALL BE iNSTALLEA ON TOP OF THE CURB (TYPE 'f?' OR 'F") IN ACCORDANCE WITH SECTION 706 OF THE GOVERNING SPECIFICATIONS AND APPLICABLE SPECIAL PRMSIONS. THE RETRO-REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED WITHIN 72 HOURS OF CONSTRUCTION OF THE ISLAND NOSE. 2. FURNISH AND INSTALL REFLECTIVE PAINT ON THE FACE OF cURB FOR THE umITS SHOWN IN THE A190V,E DETAILS, THE MINIMUM WET FILM THICKNESS FOR ALL PAINTED AREAS SHALL BE 15 MILS. r10 vrtt Orval r yr a t .,u v t CLLLAI 60 YELL01N i 11 GRASS, MEDIAN WIDTHS AREA GREATER THAN £' 6' j I ��'TRO-REFLECCTNE' PAVEMENT al!'ARKERS (MONO -DIRECTIONAL YELLOW1 (SEE NOTE I) TYP. DETAIL 6 YELLOW REFLECTIVE PAINT (ISLAND -NOSE) (SEE NOTE * 2) r REFLECTIVE PANT (ISLAND NOSE) SEE NOTE ' 2) RO-REFLECTIVE PAVEMENT MARKERS (MONO -DIRECTIONAL YELLOW) (SEE NOTE ' 1) e" TYP. DETAIL, 7 'TRO-REFLECTIVE PAVEMENT MARKERS (MONO -DIRECTIONAL YELLOW) (SEE NOTE ' II TYP. I ELLOW REFLECTIVE FAINT TAIL �B (ISLAND NOSE) (SEE NOTE * 2) V t c L6+4 " RETRO-REFLECTIVE PAVEMENT MARKERS (MONO -DIRECTIONAL YELLOW) (SEE NOTE • I) 12' TYP. YELLOW REFLECTIVE PAINT DE TAIL 9 (ISLAND NOSEI (SEE NONE ' 2) r 6' YELLOW RETRO-REFLECTIVE PAVEMENT MARKERS (BI-DIRECTIONAL WHITE1RED) 20' 8" WHITEWHITE REFLEECTIVE PAINT TYP I TYP I I_TyP (A%UND NOSE) (SEE NOTE *2) Nip I � WHI TE 6 WHITE EDGELINE ! RETRO-REFLECTIVE PAVEMENT MARKER (MONO —DIRECTIONAL WHITE) DE TAIL 6 RPM SPACED AT 12' (SERE NOTE • I) RETRO-REFLECTIVE PAVEMENT MARKERS (MONO —DIRECTIONAL WHITE) R')" ,IC)' )' 6' YELLOW I u TYP TrP II It 8'"' WHITE RETRO-REFLECTIVE PAVEMENT MARKS (MONO -DIRECTIONAL i'E'LLOW) gr WHITE SPACED AT 36" ABOUND ISLAND (SEE NOTE •0 RETRO-!','SELECTIVE PAVEMENT MARKBJS'E MOTE * 1) l8" WHITE i (MONO -DIRECTIONAL YELLOW) 6 RPM SPACED AT 12` I i r WHITE j I r WHITE 6' TEI LOMK YELLOW REFtE'CTIVE PAINT I i I I TENTATIVE PLANS 9/1212005 SUBJECT TO RIEV I S 1 Oil J W ck: 0 o_ 0 3 z r W �0 Q 0 "K W Q O Q U h 0 K a. a ww F p ZON>V p�1 HZ~p Owm�NU U U� 30w ww a= o woaa��N= r-a�ZWO¢�Qat-3 Z��2ip�000�mo�5 �aw~wp�Z.W-wi<� pwxx�wWwZ3�� wo==wwo-�c�w.0 �di3 wz(nma.� U E .J rn .J CV) a� Q� Q d S 0 o °c' W J� o 00 Q s'o0� 0 z0 ¢ 0S 0 W O ? OZ � W W rn o > �LJ0C) d- 06 20Wo W D '= ti 0 1— w � > ZQJ� M U V- W W W^JU�N �cco'4 _i - ¢F ZN t� n v! W U F- I 0 U to w L- Q w c1 J Q _I t1. � J C/) F-- z ov o LLB U LLJ �crw0 �.,._ p LLj LL cl:� n 4�~ LLJ -- � V) Z >_LJJ w Q j L` Q� a[('l m CfR mAIION' Ej JOSEPH A SCHULKE FL. REM NO. 47048 ❑ JODAH B. SITU FL REG. /NO15 9❑WIWAM PDfL. RE 7 0 PRO EC 07 ( I I . I I I I , I I I I ! � I I � I ___ ______ -----.-- ---.. . ,7 __ I __ . ..--.---.- _.. - . ---. --.-.-- - - ..--. .--.--. ___ - - ____ - -_ - - ____ � ... - _ _ � ___ . , __ , _._____ - ____.. . .. - _ . . I . - ..---- . . __ _ --.-- _ .- -.-.-- __ - . ..._______._ . --.-.. � __ - � � . : - _. __ __.. - ___ _. - � - . ____ - . . . ; � i ! . : - I i . ; I I . . i ! � - ; I ; i ! i ; I . ! . I i ; - � � i � . � ! . I i - I i : i . I . . ; � . . . � .3 -- , , 1 . V t - ky ; %.- - , - � . I I ' 7 - -'.', '. ,,V1_, 't _11�4 ,- , - I ". � - -, : : ! \\�- - I- -_j 0 0 �7 1 7,,Z1,__,,'1 . I _ , � , 11 ,2-, i : � , � . i . L-1 ,_ , � , I \\ \ t� . 1j. 0 ,�\ , - , , �,_� �_ 1-11 -7,517." . I /_.� : , .,,�, I __ ... . X 14.2Nlk A . - , ,A1 A - ! . \ 11 � I 1.11 i � \\ . 1�1 � I n I . I �.., U1 � -I " � ! _� I : i 0 � - �, 0 -.13 � 11 __� - - , ' _i, - - I : t I ; \ I I/ ; I .- I F .1��K NOTES: . � \ \\ \ / X1 . 1 0 �' 1,11, � : � IA, . . \\\ - -� ' ---�O , . 59 / I -- 1 11 "' . \ , .'I 1 4 -',-� L,,,,, ,, 51 , ,-, , _____1 it X � ! � .,.,. 0 -A . i , .g.. - _ - i � ., ,, qpa; " -6 - . /� \\\ � . ' -1 1._� ; - o "n 0 tg,t - I I - -_-, ` -, ,-,,- _;� ! , - . . . - : .. '..... _6 I- 11 \\ \ 715, UU i , : . .1-4 1 1 �, ��` �B -- I * FRICTION COURSE FC 9.5 (RUBBER) \ \\ \ Ij J5 X Ii., \\ \ , I , . 2'S SP 12.5. (TRAFFIC 'C') ! , , "..'. .. .. I I 1 . COORDINATE WORK WITH PAVEMENT MARKING SIGN PLAN (SHEETS 3 & 20), \\ i \\\ � \ I,, , �13 �-. �` . , �:_ : "":, .",i: `,,� ,,� ,'�'- I G,3 I . . , , �- I � - ," � � '' � . , , . -, '' I . . .� 171, �%-,-" ,� _ .. 1, � . .. ,";' � t. , ,�', I ! / : �...� - I , �"_` __8% ��,'��,.,': ,,, 12". COQUINA SHELL COMPACTED .,!4,. - .1 . , - , AND SIGNAL MODIFICATION PLAN (ATTACHED) � ! ��, /,X, I f � "' . .. . , x _... ': - . - o �--! - '31 �111/ I _/ ,-� I. "', -, .!" i�/ 1� 1 7 1 -1. I �'.'_ . 0--9 -,-,-�T, 0_ .4, ., .... ... * J. 11 �\�� \\\ \\ . " ,-,? TO 98X MAX. DENSITY (AASHT0 T-180) ''... .... �. . .. .: : , 5 K�AX 21 I - � k ; � *..' I 11 ,,, _ ! 1 2. ALL CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT X I h4,' i ! I.- ...,/�, , - - � � . N \\\ -1 1C .1, ��7�-�' z I 11 i X 1j, - , ;�;� I , , - .* 11 \ I - ��/ . T �_ , ".. �.� ill.�_,.�,,- _�,-- � � 11 , , � FILL COMPACTED TO = 7 j Std. INDEX NO. 304 AND 300 (CURB). ALL RAMPS SHALL HAVE A TRUNCATED \\ \ , � ,� ! ,._, .- 1� �_.N --- Al � , �,,_ �_-&'� -',�. -, . , - _,�4�'_, ,_. , - : ! : \\\ KF1 6�1 1 ',,,,�',,�_�,'�,��,� I I " ! ,, I 11 11 98X MAX. DENSITY r _11 �E El 01 :1 6" Min.* \\ \\ \ ! yll'�> . ,I- I I Z� � I_ _1 � v, � I %.., . " I I , � I . = = I 1 $1 'n �_ � , '1� .0 " , -, - - - .. - _� III I DOME DETECTABLE WARNING SURFACE PER FDOT INDEX 17346. : / : \\\ V i - :__ , I . �/ -�k, i I CA 3 _'� -_� /, L , " �_ "I - � : I \\ \ . V I I I � �, , �,;, q, ";`11 . I . . - �-N � ��,�,,�","--��,��,-""�"-,�,� - . 'k _ _�� , � � I I " . ." -,. '4 . , ,,, �.��?, � IREMENTS, 21-001 3. PROVIDE MAINTENANCE OF TRAFFIC PER APPLICABLE FDOT INDEX \\ \\\ . " --,,.,,, , .� � �, �", ,_ " , "� . -- �,��,4 SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AND TESTING REQU Vl� - � . rn 1,'..� 1_1� '.." \ I t- -1 ,.��,, .�'_',?, 4 ","�,`, , , - , - . . - - �,�� _, - 7�' - I . I , '.. - - - - �, --, - - , " \\ \ IIJ � 1. 4 ! ��, " , . . - . \\\ � -1 M, I �� 11 : " ", -, � : � "�--""",�,q-",-,",�lli",� "_�", �� STANDARDS (600 SERIES). . � \\ \ �, �, \ 12 PIPE T6 3TR '"' 'URES-, - - " N_ A' ... I , ___14 - - -, � TYPICAL MAIN STREET ASPHALTIC CONCRETE PAVING SECTION ,�",�N, _'� �� 11�_ �, _��, " : . � �.� A ,--� I I �. . ,-,- "': � � - 'AND I , U ',3 ", �, " ,-�";�', 1- . / ,��,--N c., -, ,,,, ,��,�'A`,,s�- -':'�_ I - � 11 -, TYPE F 4. SEE SHEETS 9 - 11 FOR APPLICABLE CONSTRUCTION DETAILS : ; I \\\ \ � �_l r, 3 . 1�1 ��,-", I , . . . 0 0 0 0 3� - , 0 n, �� , -, � , � - \% -, - . .1 / � ,f - , '' `�,,-;,,z_",�-,�,�, A .., , - YPE 7 CURB DETAIL �� \\ -,, � ', ..", �_, , � ,,,`-'- ---,�""., _�", '' \\ \ : , , ,A�l / N. T. S. - SPECIFICATIONS. i . . �,< i.gq � _`, ,`,: , ,�, -� -/� i '� -, �- .1 I "', ; I ;��- �,'�,_�;, --,�-_�'�-, . ' / , X. \ 0 0 1 0 k - 1 �__5a�. 11 / I ",_,, - . A " I , � ! I A� � ; / . 13.80 I I� 8� X I . I � ,- I i i .1 '. I �9�__�x� " �11 � --, . I `�,K 7J.,3Z � X : 10 012�_,� 1 . � , �/ � \ \ 0 0 0 0 1. , - . f, I , " I N.T.S. \ . III 12.9" .. �,' _', "� ''" - . 41 - r__ , �, � _f� I I ,,,� \1 - - - '' - \ rKi4§ IF- 7_1-� I 198 \ , `�,', ��:-",;,-_ , �,� �, Z_ "l, , . 11 � . _;u_ , , , 11 _ .. . ' , _ , , ' - _;__ �, I . � : \\ 1_� . . x14.04 12.9 I-,' ' - � ", '' _ . � �' ;r ........ . ... ' � - - -1 I , "-- .j - " �::,_,,� - , . \ ; % �, X 1389 - � n 14.26\ A. . � _11 � �- --\ . , � ; A, z \ DS-21 'm 0'.j, �' ; I �, t �_, - 1__7 1 i �\ I- - I I I � 'i� - I V\J. 73\,t. \\\ \ � . , .. : N. �8 ' / . 1*' 14.76 �, �, , X CA� 89 '3 0 - , I _4 'A' \' __��_.111 , � �1 Q 9... , . . � \ \ \ \\\ I 1 6 �'\9-�. . .. I - . : . . \ \ V45 \ . :�,y I- , I \ \ \ ;\ \' X 14 , 1, - , �. �, I I / I/ \ \\ \ X , . , "' � , I - ,_ _'_.� + 4. -, . -7 . .-It' 11--, � ..... \\\ ,�,,:`�r,;",,�"_ "� . \ \ \ x 14.54 �,,, , v- _�) . . \ \ \ \\ I- ��, ," , k 200' U.S. 1 RIGHT-OF-WAY � � I ............. \ \\\ x 14.16 ) 1\ 12" 11, -11 - 11,� 'X \ \ k\ 1396 'r\ " �� :a\\ \ � �` "' �'; I,, 1P 1`1�`_ � I ................ . \ � . \ % 2.J8. ,- � SA & MAIN ST. INTERSECTION � MAIN STREEr RE -ALIGNMENT ...... ......... 9 15� , _,_,"! ,�',_, . . . �\ , � . . � ............. S� \ \\ 14.401 , �, I \ \ G _X_ I �� . - - 12.50' __ i . . I � ........... . �\ \1392 \\\ 9 : \ �, . --------,-.,---.-.-,�-.-.-----....-�..--�-.--.-,.-,-- i \ . . � . e�l \ \\ \ \ -i . . __ 11 . - : 1'f-:.�_- I . .. ��'�x . ... * G' `� \\\, ill \ I— 9.00' � -, 1 O' CROSSWALK 5.50' . 2'. PLANTED MEDIAN \ - . . EXIS-TIN .'.'.' :\ `q - 1�� - I , _� --.--" - RWH -Exism; Egg. -q- ! I ..... , - \ -�!!�, ��- \ \\ \ '� __ _- - ." ! ! . �\__ 11 � I I I I - _ __1 ---------- \ ..... VL .... \ - /� TY BOXES U , . ASPHALT 1 9.50' -HU - L)INb' I—— . --EL -VARIES . ..... . . - .---.. 14 . .20 - ..--- - ___ __ ___ NOTE: CONTRACTOR TO CONFIRM THE * .......... * ... \ \\\ _>1W I , ./, RESET UTILI xl� - 4U7 ,q I I - I ,',,,&��,-;gm, -,---- - T EDG "' 1 4.01 1 \ ... * , - . - � - � � =-- =- Si-CLFT STRAIG __j ___.____ , * - F, , 1. - - IJ 82. " .'.'. :. ��--*, -,7j-, - MATCH . 4 X 1j. 10 x 9.8,3 4 15 _13.74--, .F . E � \\ \ ... _J5 �,7'�;V,' - - - _"_ =__ = - - - - - _::=-!lI !� I _____ I r-Cm LOCATION OF ALL EXISTING UTILITY MAINS \ % \ ....... ............ �_. \ �. : .. X ,., ". _11� _____._.____.._._ ! - .- =Z-, .-ua ---z_- I - ... * ....... � � ... \ - "'-98 EXIST. I - . 14 .___._____,._,______ .... P, . ... . ...... � -:A, _�__ I \ ,� I ool . . ... I . \ . r . �, .. . ,:..:., . 11 . . . . . . . . - .. .. ... 1�_��. THAT MAY INTERFERE WITH DRAINAGE \ \ , .'.'. - - , - , - , - , - \ -A-11 I � - � � 13 __ SEE ... W.-ICAL-ASPHALlIC-PAVEMENT.. of� " - M \ REMOVE EXIST. CONCR E \ .-.,.,., * ... � � � . \ / 4. 12 �, 1 X 11/i_ 14.2± ;11j. 0 , 1 . . I SECTION - THIS SHEEr � �4. 0,1x,-1�f. 2111 1 � 't - -----.------.-,----..-..._-_�._.---.-�.---I.�--- 'rAMPED-OONCRErE---�---�--------J WORK PRIOR TO CONSTRUCTION S 'T UTIL III, ! , 7,�). 7,3 . , � '1;7�1�14! ff\ E ET. UTI L - -' 1ES .� �� ,____� . � I - X tE CONCRErE PAVEMENT SECTIONS, \ SIDEWALK RAMP AND-- .... � .... . I .- , - I I MAIN STREET DRIVEWAY SECTION X _ I � \ \ ....... . REMOVE EXIST. ,4 1 A � . . . ''I I SHEErS 22 & 23 . = � EIL t4 . I I �- -\ \ TAPER & CONSTRUCT \ . . . . 14.76 � � . . A - - . 11 11 - - 8. . , 11 11 \ \ \ CONCRETE SIDEWALK & C R-B . `4.22 CONSTRUCT FD \SIDEWALK RAMP AND i � - ' - \ \\\ I%. \ __ \ CURB TAPER P KDOT INDEX 304 1 \ \,:Z I.. . -1 10 I / NOTE: INVERTS SHOWN ON PROPOSED 24"� RCP TO BE ')I, r \ *_*1 _tun-- _�_ �_ , I I , PRIOR TO MILLING . \ \ � 1354 14.12 \ \ ; / I .-..-. , .�. -, . XIMATE ONLY AND NOT FIELD LOCATED. � �\ 13,91 � X ,'--� ,`,��i� . 1 - ., -, , -",/ INCLUDE IN COST OF PIPE. N ."X _. 11 I � x ��-� >x,� � , - ` �� I I __ , ,Z,� "' n VFRIFY nFPTH nF FYV710 RCT INVERTS \ � IJ.7J I ", � . �,,':`�, DRAINAGE 4-�,, �00 LF 24" RCP X �� _ \\ ""' , , ,%a f� I �r�_,,','-,-�,_�_;'t,,�` /,\, 1�� - RE-E 'F E MILLED/ U 4 - � - .� �'... , I 1 P PAI\JEMENT �O B =__ _____ /.� I .. 3��,'--,,.' �,,',,--% " ` �A!�. - - - 1 - JAUK 0 CONNECT _� � - -, �_, , Eyos� . 14. 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'',.''.-I. , . - -- - IQ I 'RESE-1 -UTLTTY BOX - - �>� �,��. . I . f 1'3�� - , ==K- . ? . � I 11 - , ,; , � "� -31, , ,,-, -,� -, - 1, .., A' ,�,, , '1� I . .. 17, .1 "��11 ,,� "'i .. , .. R A-0 - �,;,��,,�_�,�,� � - , � ...'... ,� 1!�,,;�.N',, ,e_,_,�,w'� �'��;,;_�_-',,, -, , lyr, 900"MI -_ - . - " �. - � ... ... �,�.,��,��,'.��,;--,'��,�,, , 41' __ __,;g,�.,, . - . _4 ; _____ .............. I_. . �� . - 1, 1. .. .��,, , ".1. , L, . , ` ", , , � , *_', �'g -;� 'III:: - 1. . �� lK : _____ -1.1 � � ... � ... I . - . . 111i ...................... t I , , , " . 11� . . - , .� - I . � - � , - , 11,,��', "'' "', ,v��" wp; " - -------- , � -, � 21�1 - �,�,,�-,:�,;,Z-i�--"'!',, .','-','. _1 ,e ==�: =�= .1 K I . ., 1�,,�,��,,I�,:;, . 7z !� � � - . � ...... 1 ........ I ... ,V - -_ . - ,_'.- _ - W N AG E:4/--""��.l 9 0 � "'�,� v. Z"'K%;j,F,,A- �;, I � � I I � . � �.. - . � . .. ..... � . � - : , .;: z �_ ��'. � - , , , -, ?�'2,,�`�,' -,�7'7 ?� �;� t�,', ��; 417 - �_ , - - - . . � . � ...... I ... ....... � . . � � I � 1 515 - . . . I . . . . . . . . . . . . . . , .... I ... I I . - � - , � ., ., , , - � " , , , - � ` ". . . - � . , ,:. . , � . � : -��,�, , "'. . � - �, ,;� . � , ". . �.�,:� -;'.�,., `_:..�� t', A - . �.. � %.,.. . ,7. _ . w � . - ��, �- � .:��:":�.,�,�.,,z,�-�,-�,��,;:,,-.-,��,��-.�,�,,�,,,-'�,'�,'��.,,',�.','-,,.'��,--":�,��".��, k ", . .,�.�-,';��,-:-,,- ".-' ." " ,�, - ........ � � . : ; 1:11 ,. . �., .. � . . .... � I , . , " � . � " �,,,.. , 1-1, . - _X-f 59 - - � ... � ... � ..... I L ..... � .......... � .......... . 16.05 - .. - ,,, ��:�� ,� _� I z - i � - , . � - !.. - , .., W� ,, � - , .,� , �, ��,:�_� , 1. 11. zl,.,.- , � � 1�v `.1 � - � -- _ 7 J .. �A ()V - - . . . . . . . . . . . . . . . . . . . . . . . . . _:�: . 1,','�>,"'., - � . 1��, _..11 .. , , 11 1�,�i I :� - J�V,, . � - " �, - 113. i, . - . , . � ,irl'A -.�� -':�, ; ��,, - - I 7t- - - DRAINAGE MANH� 15. ......................... � - �:% , . � ,��`�',A-��;!,_, � -;`,�: . - , ,',;:. � . . , . ,:,,,, - ,�� ,`,�, - __ " . -.1 � \ ............... - , I., ',.��,_ � 9- I— - �, .,� _�_ - - - " 1, .:::� ,�'��' A 14.7+ . - . �, � , .I 1. 1*:. - , , - �,i_, It 12�-_' � - . . ': �, ��: . .. .�_�.' _.. �,.�_ ,�I��:'-."�.'� �d, ,�,,,�";,T"�--,4"�df.,',.��"."""�""�.,,�.,��,,�-i'�', w�.� - � ..W_ 04 . : , 1.11 . � '�� - � 4, �,- � -, - , _1 -�_', -. " 1�, ��, , I I ...... �. , , �, � � !._ - .."'. , 1. � I - . I ................. . - - . � , , " �, - - . I., � 1595 ____ . . 'TO .'.DEPTH.'. REQUIRED -THESE LIMITS �_�_i I �v . , . 1. � ,: �, � '', v, , , "1141 , �.. �.'111'111* I ... .. L\ . - - ,!_ . i � ,!". �,�:, - 0 r__,� - -MILL. 14.5jor :or. _! . �� '. .. ,,-, --,,,-,V,` -:"4��'. E - I , ,�,,- In , Z, -�,:,�-, �,-,c" , �?, .. -) - . � _1 114A � �0_ , - , , � � . ... I ........... � .... L � I .... � ..... � ...... � I . . . I .... 1. - � :��'i":�,,*,,,,',�;T"""?�7,-;-;�r�'�i, . ........ TOP EL. = 16. 0 \ ................. � ........ � I I - - 18. 43 ". . , - - " _:�,��, ,_�� ". _or . . - - �� 1-- -1, 1_, . ", ______ � I , I , . - - I - � , - ... I . . � ,10 ....... .. . 11 %,�-... I.., ,.--- 11-1 .. 11 __ - - , - ... FOR�'.3 4" -'SP -,9�5 -�flNE *AND'-*1-" 1).�_j 1 15. : . Lf, IN V EL. = 10. 2J' \ % ...... " IR'l * ' O'' F"" '' - .; "'... I - - ,LVN - . ... ..... . . . . . . L ......... � ........ y . N. - PA' ' � WM000"W"�_ - - . I .......... I . � I . k ... . � . .,. *. I- 15. I 8 \ 0 MHE : � I � 41 STA. 296+03.13 'L,,l�, W.V�l X iz-00- ______ ........... � . . I � ... ' . . E IN V EL. = 10. 57' \ �\' � .................. � ........ . . I" J,qn -voww"60 -------- ....... _. r T7-k W IN V EL. = 10. .52' .. a \ I . . . . . . . . . . . . . . ...... - I ...... , �-, .. I --- //./U - ... (RUBBER.). FRICTI.ON"COURSE"....0' RLAY I ,:!�� -%/U \ -01VMEI��C.,c ..... . � J , : - L. � .. I . � . � : IN ,: - ...... I ..... I \ 1516" , 1/6 : I , BEGIN CONSTRUCTION . "f ______ - '�ILL & OVERLAY EXISTING . I ............. i ....... .... . .. � .. .... � - . � ..... d. . \ , S/ TE' BENCHMARK I � � ....... C ....... 12-52 0 . - - i rfl 1� I ... I � � I .............. � I . � . _E V"I ; . . - . . . . . ____ I �, . , 1_1�_11 \\ .'F F - E-L..' - .15-1 4 " ' ' * ' 1 . , I,— ""* - I I ______� PAVEMENT . . . � . . � ....... � � I , . . . . I . I . , . . - . � - . . . . I - . . . � - . - . . . - - � - . - . - , . - � � - . . - , - . - . . . - I , � - - t� T671 OF MAIVHOLE L.=16.0 , /I \ , - . I \\ \ ................ 1 .......... I I I ; -0 �,�� \ I ............... I .... go VsA -- 4 I .............. ! . I . ' � L ....... � ........... ...... � ... j . ' ./ \ i i \ -/ - 15.0 1� " 1 ........ � ............ ! , . . � . . . ..... 1 ..... 'noom" - MILL: EXIST. ASPHALT ................ . � . - L-XIS TING ...... ... ... .... i ` . a z I � ....... ....... < ............. ...... � ............ I.. � � 'O _� ... . \\ .. . . .FUTURE .'SIDEWALK. .-.- � I r I i I - - I � 1. i . . � 1. 1. � : "� z . . I ........... I .......... �' X 11. Sidewalk Curb ; ............. i ...... ... BUILDING. . ,.,. � _ � , . I X I I \� I /N ..... . .......... ?qNC. I I . * Romp w1dibs For Curb Romps CR 20. CR ,2/, CR P2. CR _24, and CR 25 May Be 3" SP 9.5 FINE ........ .......... � .1.1 ... � ..... � . . I - . I . i \ ,.\ (Where Necessary) I OVERLAY: . . t /. , ..... BY. -OTHERS ... � I . ... � ..... = \ 01 I Reduced To ilyin. in ftestricted Conditions When Approved By The Engineer. .'' . 'F-�'F� .'EL;' ' 7-6.-_0 .... I I ......... : � --- \ , , � 4 ........ , . , 0.02 - � . . . . . . . .... , I - � 1 ............ 1. � ..... � . . . . . . . . . . . . . . � . . � . . . . . � . . . . . . . . � , . . . . � . . . . . . - � . � � . -, . . . � V. � X I I X 15.06 CONC. .'A-1C'-'-'- ' '. . \ M.E.S. . / 7 1 i11 . . ... , min. . . . - - . . . . . . . . . . . . . . I . 1. � � � . - � -17, 1 : 12 (Not Required � * , . . . . I � .... 1 .......... \ , 1\ .93 15.4 ! \ To Exceed 8' *Lower landing not required at driveways. parking lots. or . . . . . . . . . . . � .... � .............. �15.15 (P t , / . PAD.'.'.'. ' ' : \ 17, n ( t.-4 In Length) i other areas with pavement crow -slopes less than 2% (0-02). \ 15.2 �, .15 . . I I I............ ; ............... I � ........ I . . � . � ..... � . . � . � 1�, 15. ..... ) � ........... - � .. .......... . ... I ....... � � ......... 15.27 1 \ \ 175 ` . I ... � I , : \ .ju ! : I !!J;�! ... I )� -.0 I \ L I ! ........... 1. . , _. �.. .... �. � I '...... � - � 15.2 M � 5 - 0j\ - \ - 2 min. 17 1 ......... _'..... _..... _.............................. - �. �..,. �. � . � . . /a �V, t \ 15. �` \ 11 I \-:a \ W : ........... I ......................... � ........ �, ........... � 1 .24 . -0 �. �, X 15.77 15-22 A --:) I fz] P . . I . . . � . � . � . . . . I � ell : ... . . ! . ,Wq `1 35 * 4 -� 1-2 � . . . . . . . . . . I . . . . . . . . . � . . . . . . . . . . . . . . . . � . . . � . . . . . . . . � � . . \ \ , 4 x 16.14 11 I . . . . I . . . . . . I . . . . . . . . . . . . . . I . . . . . . . . � . . . 1 � � � . . )k6. . \ \ - � :- .. . . , . . . ..... � ...... I . . � � � .... 1 �W6 \ \\ LF 1 CA � � ......... ... . . . . . . I .,. . . . . . . ; . .. \ \ , X 6.43 - ) . N \ .......... ...... I � ... I ... I ......... � ........ i 4 .... � ... � . � . � \\ I I \ \\ \ \ - - -r Mir, i . � ..... : ............. ! I �. . -1 ......... � ....... ... * ..... ......... . i . . 9 \ . _______11 �_ 1 0.02 \ ... I ............................. I—, ...... I ..... I ...... ! . X I .1 ; S-2 I : 11 i I- � -17 __�__ : \\ , � , I , , * '' , * I * - I - � � . . . . . . . . . . . . . . I . . �1.11-.,.,.,.,.,.,.,.,.,.*.,.,.,.,-,.,.,�1.1.1� .*. .I. I. .I. I ..... I ..... I . . . . . i . x 15.54 � \ \\ I ' - - - � ............. � "Ikz i \ ......... 1, � .................. � ....... I \\ x15.24 q ! : 3.0 - : I ........................... I ..... � � � ....... � . I . I M I . \ 14.90 \ \ \\ I TOP A---- I I ....... . .... I... � I ...... I . V. Book Of Sidewalk . . . . . I . . . . . . - !!, 3�_,! ; I ":5 Alignment Variations , . . , . . . . . . . � . . r ! \ \\ " . -t . . . . . . . . . . . . . . . . . . . . . . I ff�F - : � \ \ I � . . 12.42 ._� ............................ � . � - ; .1 , . .. A k - . X--,X- \\ \\ \ , .. ....... I . . ............. m Crosswalk width and configuration vary; must conform to . . 112 ! 1-1 � I . . . . . . I . . . . . . . . . . . . . - __ � �� 15.1 \ \\ / Index No. 17344 end 17.346. 1 4t �_ 1E57 = - - : 14.98 : ....... ! ....... : v-1 . : 15. J�\ . . I . R, 4', May Be Reduced To 3' ir . I . 112.40 1 ...... i. I . � . . I - - . .--A, - \ \\ I PLAN In Restricted Conditions When ... �� : . I ; : . : �r I - �_� . : I Approved By The Engineer ! : . / - �_ I = - : . �\ \ N = = i � 1 7: I-- ! � _ � ------ = ! , : / . Landing � _1 __ i ! I \ \\\ . I : , I- 0 . � I . I , 6n Sidewalk Curb , - = : .. i / ___� 2thl1r). Full .1 � �� JjEd Ell- /!J--* , = . , I . �Y, Pdo, - ( Where Necessary) -jj � ; . \\ \ - . Yl I I Height Curb .. , I . - . .. \k\ rl?�) / .. t 12 C; ! I . \ \\ . . J5 ; . . I I : I : A . I . L I 9:= == When Crosswalk Markings Are � ! \\ \ 1\� .4 - Required, Romp Runs Must Fall � North . \\ \ I \� 5.� ? . . I �>j : 1 12.55 � ___ ! : ! i Within Crosswalk Limits And ; ; � � , 4 14.44 : T @ Parallel With The Projected PIM i i . . \\ \ � i h � I .5.4 , I SECTION AA . i I . . .. 11 '**� Crosswalk Alignment f GRAPHIC SCALE : \\ \ I � . . " /. ! I I � � i \\ 6. �9 X 15. .9.4 - - - \ n ! i N-) ; . - I 1�c E]�) M Crosswalk wldfhs and configuratlan vary; nyist 1 20 0 10 20 40 ; 80 15. 4 , 4 , * . ; I : : 15. A \ \ I x 15.76 1�� - I \ * conform to Index No. 17344 and /7346. ! I I .1 i I I - , � _�_`,,j "', -- --- -�' �,!- __ , . . I : r!q 1 1 1 __ 'x 12. 11 ::� ; r3 10 � 11 I X 16.17 . . . 11K ! 11==Z� , III I I �11; � __ X-15.50 11 r...!I� . - . . � - : __= W_ , 7. � "I I , ;.Z_Lj \ \ 1 40 . . . \ 'I* - I f-: . i ; __ .. . X �� - - I . . 1\1 I . I IN i .�,_ � . : I J6 Ily 4? i ( IN FEET ) �, I \ \ �4 : P '**_� DIMENSIONAL FEA TURES FOR TYPICAL PLACEMENT OF PUBLIC SIDEWALK i I M M r_ � __>,�-1,5.-51 ,.Ill, �- 7�s. 1 . . PUBLIC SIDEWALK COMBINED CORNER -_ i ; I ., . 11 0j 2 ' CURB R i , -_ I . x 15 9J __� ; I inch = 20 ft . . . - Go RAMPS UNDER CONDITIONS OF INFEASIBILITY ; __ \ . x 15.66 1 0 : __ . 15. )j \ X 15.28 � ... -1 , 7NEW AT&T CABT-_111_i_F9 0 1 �, -_ . I 11C --i ("I I ,\ %. \ .. "I - . ,Awb_ -L � I 11 GENERAL NOTES: i - � . I . % In . i I . . 11 ; � : . .. I , . - � APPLICABLE SIDEWALK RAMP DETAILS �_: 1 . GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 9. 1� THE CONTRACTOR WILL RESTORE ALL AREAS D T 13. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN 19. DRIVEWAYS THAT ARE DISTURBED ARE TO BE RECONSTRUCTED TO THEIR ORIGINAL OR I 0 M I STANDARD SPECIFICATIONS, LATEST REVISION, AND THE SUPPLEMENTS THERETO. CONDITION EQUAL TO OR BETTER THAN THAT NOW EXISTING. ADVANCE OFANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES BETTER CONDITIONS, UNLESS OTHERWISE STATED ON PLANS. I 'L� . i CAN BE PRESENT. � I � M i 1. 31 N. T. S. i . _q ; : 2 CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT 10. ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, . 20. TURNOUTS (DRIVEWAYS) TO BE CONSTRUCTED AS PER FDOT INDEX 515. cu � -3 1 INAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED 14. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF I : Lu . OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST REVISION. DRA R, � BYJHE CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM THE OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL BANKS. 21. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED � : �- . . . N � : � : 3. ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OF CONSTRUCTION. JOB SITE AT THE CONTRACTORS EXPENSE UNLESS TH ON THE : BASE MATERIAL. : I . I . R I . 15. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH � .- . . PROJECT. � � . . � FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. 22. EROSION CONTROL MEASURES�SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION .E_ ; . 4. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET . : 11 * .THE MAINTENANCE OF TRAFFIC FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE : . � .9 � . ; ; .: AS PER FDOT STANDARD INDEX # 102. . I : . W . . . IN ACCORDANCE WITH POSTAL REQUIREMENTS BY THE CONTRACTOR. � . ; APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS; THE MANUAL ON ! 5 . : 16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN � .F ; : RT NT OF . . � . . . UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ( US DEPA ME IN PLACE. . 23. AT LOCATIONS WHERE PIPE AND DRAINAGE ST Q ; : 5. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-'29) I � 11 . . : TRANSPORTATION, FHWA) SHALL BE FOLLOWED IN THE .DESIGN, APPLICATION, INSTALLATION, - I 91 : . : . EXISTING PAVEMENT, THE REPLACEMENT OF EMBANKMENT, BASE, ASPHALT, . : . -0 . . ! I "I 1. . . . . MOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND SUNSHINE (1 -800-432-4770) FOR FIELD LOCATIONS 48 ETC. NECESSARY FOR EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE. r*- . . . 6. THE EXACT LOCATIONS OF PROPOSED SWALES, BACK SLOPE LINES AND LIMITS OF ej I i I I . By BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. 9 1 CONSTRUCTION WILL BE IN ACCORDANCE WITH THE PLANS UNLESS OTHERWISE DIRECTED � r, . : . . 0 . . . : PROJECT LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE MAINTAINED AND PROTECTED i . .- . ; THE ENGINEER. � : . . I- : : AT ALL TIMES. 18. KNOWN UTILITIES: . � +_ . i : I . � . : ; : . V, 0 - , " I I An 7. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS I C ! ! . -TING UTILITIES SHOWN ARE APPROXIMATE ONLY, THE EXACT ! � a ; . 12. THE LOCATION OF EXIS ! BELL SOUTH (772) 567-2207 1 * ; REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID. ! I . ; ; E . I LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF I COMCAST CABLEVISION (772) 567-3444 . . +_ : UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT , . � - . 8. ALL DISTURBED RIGHT OF WAY SHALL BE SODDED. : FLORIDA POWER AND LIGHT (561) 489-6204 1 -0 . : i . ! I W . ; BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. . INDIAN RIVER COUNTY UTILIT W . IES (772) 770-5323 1 1 %_ I . . ! . . . 0 k � ; . N z Z1z, � 14 Q� I 11c: _j W W fl- Q_ P-1 I b 6 r- 0 C*4 0 � 1. 0 1 - -, � E! Q. 1i �i- 2 Q . I Q I u I V) I Q - . 1- W �E-g!�'-'�:>-�r"2,01-�!y - Q -,-- MzW=4zS2 . , � 32a�wu.13-.< W s �, 23: ,,,, 20:30 F-0 - bCID Z, � c) I-; . _j _ (.0 0 :z C) %� i. E):: CN to LQ , , " Q� �; � .:t -4 a .E- , V.? "V, - I 0 ,i!-- M Iz 5 0 WCO cl�Z� -A .0 - .-z LL M < Q, � � - 0 ,-r- 0 (0 _L 40 �_ 0 C :,;t ` Z� U E5 W _j . 0 im :;� 0 _z . . M C �,_- ,zd ?� W Ill- (/) !�� . W :�i 0 ,- - Q_ < T-- a') 114 %-J.,t 06 Q E N 0) ,.E-_ u I W :!5 F± t� ;:� _j . :;� - 1� "W 71-. (z LL_ U) C-q _..... F- Z ED fl- rt z - I.- F_ . L-i L-W L_Aj �=_ > :R * < _j UL %zj = uj 100 .:;�: L- LQ �� M _�j Lu LLJ u j V u > vq 02 R �� 0) _j P� �3 Z I C:) < r*- :) pE Fn I 7 (0 Z C,4 o as r.- I,- N_ T- (/) _j 'j- r- W ?,- - F- L0 M cl: _< (n I 46 Cl- F- F- M LLJ LLj LLJ :M 01-1 ED I- Ln >_ C:> = 0::� el- :;Z m ..01!-- �_ _< in C-) Ljj LLJ �> cj:� C) �_ 3 E LLJ C:) I L Cn LLJ O:f . 0f n = < ck� �_ LJ (n F- � - (0 > -;;;r < M �� M LLJ LAJ ::;Fc :2 L/1 = m LLJ LL_ C:) .< �> - C:) >_ p 86 r,tll F- :2� 0_ C-) - :M [21 JOSEPH W. SCHULKE FL REG. NO. 47048 OJODAH B. BITTLE FL REG.fiO. 57396 0=1STODDARD 1-NO. 57605 DAJ: I ryll SHEET 21 - �AOJECT NO. . 07-027 G Q 1*1 (M 9 r, 0 7 i GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. �p OD o// NOTES: 9. AFTER INITIAL CURING PERIOD, CONCRETE SHALL BE 1. SAW CUTS MUST .BE 2" DEEP AND PERFORMED WITHIN SEALED WITH TWO COATS OF CLEAR TRANSLUCENT ACRYLIC URETHANE NON-SKID SEALER. 24 HOURS OF THE CONCRETE POUR. EARLY MORNING 10. COORDINATE FINISH AT PAVEMENT MARKING AREAS WITH 'SIGNS AND PAVEMENT MARKING DETAILS AND 2. SAW CUT. SAW CUT EVERY 225 SF MAXIMUM. SPECIFICATIONS' -SHEET 13. 3. SPONGE FINISH AT ALL STOP BARS, CROSSWALKS AND 11. COORDINATE WITH 'PAVING, GRADING &DRAINAGE ARROWS SO THAT THE BOMACRON CONCRETE WILL PLAN' -SHEET 5, AND SHEET21 -PROPOSED GRADES ACCEPT THE THERMOPLASTIC. DO NOT SEAL THESE AREAS. MIST BLAST PRIOR TO THERMOPLASTIC DEPICTED THEREON. APPLICATION. 12. COORDINATE CONDUIT PLACEMENT WITH 'LIGHTING 4. ALL CONCRETE SHALL BE 8" THICK - 4,000 PSI & 5" PLAN' -SHEET 26, AND 'SIGNALIZATION PLAN' BY TO 51" SLUMP. OTHERS -ATTACHED TO CONSTRUCTION PLANS. 5. PROTECT CURB/FLATWORK FROM IRON OXIDE COLORING 13. CONSTRUCTION AND COLD JOINT PLAN DEPICTED FOR WITH 4 MIL PLASTIC SHEETING. BIDDING PURPOSES. CONTRACTOR SHALL SUBMIT THEIR 6. POUR CONTINUOUS - NO GAPS IN POURING. PLAN FOR PLACEMENT OF CONSTRUCTION AND COLD 7. FINISH COLOR SHALL BE A SHADING OF REDS AND JOINTS FOR THE ENGINEER'S APPROVAL PRIOR TO BROWNS. CONSTRUCTION. 8. "USED HERRINGBONE BRICK" PATTERN SHALL BE 14. ALL DOWEL BARS ACROSS COLD JOINTS MUST HAVE HALF OF THE BAR GREASED TO PREVENT BONDING STAMPED I" INTO BOMACRON CONCRETE. WITH THE CONCRETE TO ALLOW FOR MOVEMENT DUE TO THERMAL EXPANSION AND CONTRACTION. - --------------- Bomanite/Bomacron Specifications 1.00 GENERAL 2.00 PRODUCTS AND MATERIALS 1.01 Description - Bomacron/Bomanite Impreinted Concrete 2.01 Concrete Mix Design includes: a. The concrete shall have a minimum compressive strength of a. Materials: Forming materials, reinforcement, concrete, dry -shake 4,000 psi. Portland cement shall conform to ASTM C 150 Type II. color hardener, release agent and sealer. Aggregates shall conform to ASTM C 33. Mixing water shall be fresh, clean and potable. In freeze -thaw areas only, an b. Special imprinting and texturing tools. air -entraining admixture complying to ASTM C 260 shall be used to achieve an entrained air content for the particular mix used in a Concrete placement and finish. accordance with the published recommendations of the Portland Cement Association and the American Concrete Institute. No d. Color hardener and release agent placement. admixtures containing calcium chloride shall be permitted. e. Pressure washing to remove excess release agent. E Sealer application. 2.02 Coloring, Imprinting, Curing and Sealing Materials a. Bomanite Color Hardener: The concrete shall be colored with the 1.02 References and Standards following Bomanite Color Hardener color(s): BOCA PINK. The grade of the hardener shall be: Heavy Duty Grade. a. Bomanite/Bomacron Imprinted Concrete: b. Bomacron Release Agent: The following Bomacron Release Install in accordance with the standards and specifications of Agent color(s) shall be applied to all concrete surfaces to be Bomanite Corporation and the American Concrete Institute (ACI), imprinted and textured: FOREST BROWN. c. Pattern: The following Bomanite (Bomacron) pattern shall be 1.03 Definitions used: USED HERRINGBONE BRICK. Bomanite: a cast -in -place concrete slab, having the surface colored d. Reinforcement: ('All imprinted slabs shall conform to the and imprinted with a pattern. The work is performed on the job site guidelines and recommendations of the American Concrete by trained and experienced workers. Institute for reinforcement of cast -in -place concrete slabs. Bomacron: a cast -in -place concrete slab, having the surface color e. Sealer: All Bomanite/Bomacron slabs shall be sealed in and imprinted with a pattern and texture. The work is performed on accordance with the manufacturer's recommendations. the job site by trained and experienced workers. 1.04 Related Work - to be completed by a licensed Bomanite 3.00 EXECUTION contractor except where noted. 3.01 Installation Procedures a. Preparation work, including sub -grade preparation, finish grading, construction formwork, placing and setting screeds, and furnishing a. The area to receive Bomanite/Bomacron imprinted concrete shall and placement of reinforeement shall be done by a licensed have the sub -grade prepared and compacted as required by local Bomanite contractor or other qualified contractor. governing authority and conditions. b. Provide and place concrete. b. The formwork shall be installed in accordance with the drawings. The slab thickness shall be consistent with that of ordinary c. Provide and apply heavy duty grade Bomanite Color Hardener concrete slabs under the same conditions. only for this project. c. Provide reinforcement as specified. d. Provide and apply all Bomacron release agents. Release agent is a dry powdered, color agent used to facilitate release of the d. Control joints and/or expansion joints shall be provided in imprinting tools from concrete surface, and to provide moderate accordance with the drawings and the guidelines established by color variations to the textured surface. the American Concrete Institute. As with any concrete slab, BomaniteBomacron imprinted concrete usually contains e. Provide and apply Bomanite and/or Bomacron imprinting tools. construction joints, control joints and expansion joints. The contractor shall advise and work with the engineer to determine f. Provide and apply sealer. the best location for these joints to minimize the visibility of the - joints and to minimize unsightly cracking. g. Outside edges of all imprinted slabs shall be left uncolored unless otherwise specified in the drawings. e. The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface using standard finishing techniques. 1.05 Quality Assurance f. Bomanite Color Hardener shall be applied evenly to the surface a. All Bomanite/Bomacron work shall be installed by a licensed of the fresh concrete by the dry -shake method using a minimum Bomanite contractor. of 60 pounds per 100 square feet. It shall be applied in two or more shakes, floated after each shake and troweled only after the The Bomainite contractor shall provide a qualified foreman or final floating. supervisor who has a minimum of three years experience with i imprinted and textured concrete, and who has successfully g. Bomacron Release Agent shall be applied evenly to the completed at least five Bomanite/Bomacron imprinted concrete troweledsurface prior to imprinting. installations of high quality and similar in scope to that specified f herein, and located withina 100 mile radius of the proposed h. While the concrete is still in its plastic stage of set, the Bomanite/Bomacron imprinting tools be to the project. Evidence that the contractor is qualified to complete the shall applied project in a workmanlike manner as specified herein shall be surface. submitted to, and approved by, the engineer. i. After initial curing period, the surface of the slab shall be sealed. b. All Bomanite work shall comply with the current specifications and quality standards issued by Bomanite Corporation. c. The Bomanite contractor shall provide a job site sample (reference sample) of 25 square feet minimum to be approved by the OPERATION, MAINTENANCE architect/engineer prior to the start of construction. Said sample (BomaniteBomacron shall be the standard for the balance of the work installed, and shall All installations should be regularly maintained vy be protected against damage until final approval from the engineer. a licensed Bomanite contractor in order to maintain a top quality appearance. Every 18 to 36 months, installations should be inspected by your local Bomanite contractor, and should be cleaned and resealed as required by volume and intensity. Contact your local Bomanite contractor for the proper maintenance program in your area. SEE SHEET 23 FOR ADDITIONAL CONCRETE GENERAL SPECIFICATIONS, SECTIONS AND! DETAILS U Z o U r � � 04.1 3 sli W 2 O D :6 cVn 0 T a '0'w0 az�=o= CZ ow=xSwWwZ3�� wo��wwa�nwirii �ii3 w�N3w�a� U E o J N(6 Q c C� o C z L.L to C00 coo = 40 Q Z o U C 0 W0Q O �ZOW W ♦^ ZOO d. -cr X: W 0 W Q ~ I� J cZ LL � N 4.10� W Z�m w v U > N W (d a) t) J O ZN V r` ti I— <t 2 w U > w o w0 l.i Q LLJ Z {� F _ I-- W to �_ Z W�Qm Li Q �> O _ ?-086� Z CL A _U JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JOOM B. BITrA FL REG. NOy ❑ WILIJAM P. IM n.. REG. 0DATE: 0 S EET 2 PROJE T 0. 07- 7 i GENERAL SPECIFICATIONS REINFORCED CONCRETE RC-1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318-05 RC-2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. RC-3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SPREAD AND WALL FOOTINGS 3000 PSI COLUMNS AND WALLS 5000 PSI** BEAMS AND SLABS 5000 PSI** PILECAPS 5000 PSI SIDEWALKS 3000 PSI REINFORCED CONC, PAVEMENT 4000 PSI* ALL OTHER CONCRETE 5000 PSI * 5000 PSI AT BOAT RAMP ** SEE NOTE RC-4 RC-4 ALL STRUCTURAL CONCRETE EXPOSED TO DIRECT MARINE WATER OR MARINE AIR ENVIRONMENT SHALL HAVE THE FOLLOWING: 4.5 GAL/CY OF GRACE CONSTRUCTION PRODUCTS DCI-S CORROSION INHIBITOR ADMIXTURE. USE SUPERPLASTICIZER TO MAINTAIN WATER/CEMENT RATIO RC-5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS LATEST EDITION. RC-6 USE REGULAR WEIGHT CONCRETE. RC-7 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS: LOCATION SLUMP MAX. AGGREGATE FOOTINGS 4'f1ASTM 157 COLUMNS 5"t1" ASTM 157 BEAMS AND SLABS 5"t1" ASTM 157 PILECAPS 4't1" ASTM #57 CONIC. PAVEMENT 5" TO 5%m ASTM 157 RC-8 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: a) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.58 MAXIMUM (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED) a) 5000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.40 MAXIMUM (NON -AIR ENTRAINED), 0.35 MAXIMUM (AIR ENTRAINED) RC-9 FLYASH, WHEN USED, SHALL BE LIMITED TO 20% OF THE CEMENTTTIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS RC-10 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL INFORMATION SHALL INCLUDE: (') INTENDED USAGE AND LOCATION FOR EACH TYPE b MIX DESIGN FOR EACH TYPE c CEMENT CONTENT IN POUNDS -PER -CUBIC YARD dl COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD e) WATER CEMENT RATIO BY WEIGHT f CEMENT TYPE AND MANUFACTURER g SLUMP RANGE h� AIR CONTENT i} ADMIXTURE TYPE AND MANUFACTURER j PERCENT ADMIXTURE BY WEIGHT k) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN 1) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR RC-1I ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE RC-12 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. RC-13 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. RC-14 A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE _ PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. RC-15 CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED OTHERWISE RC-16 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI-315 LATEST EDITION. RC-17 REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS) AND WEIGHT OF A HAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE ASTM STANDARDS REFERENCE IN ACI 318 RC-18 ALL SIDEWALKS SHALL REINFORCED WITH: SYNTHETIC FIBER. FIBER LENGTHS SHALL BE 1/2" TO 2° AMOUNTS SHALL BE 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. RC-19 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR MIN 40 BAR DIA. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. RC-20 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE. - RC-21 PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER REINFORCING: FOOTINGS / GRADE BEAMS: BOTTOM AND UNFORMED EDGES DIRECT CONTACT WITH SOIL 3" CLR. WITH VAPOR BARRIER - 2" CLR. BEAMS & COLUMNS: INTERIOR 1 1/2" CLR. EXTERIOR 2" CLR. SLABS: INTERIOR 3/4" CLR. EXTERIOR 1 1/2" CLR. CONC. WALLS: AS NOTED BUT NO LESS THAN 1 1/2" CLR. SLABS ON GRADE: SINGLE MAT TOP 1/2 TO 1/3 OF THICKNESS RC-22 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. RC-23 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. RC-24 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF REINFORCING. RC-25 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL. RC-26 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. RC-27 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. RC-28 PLACE CONCRETE PER ACI 304 LATEST EDITION. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP ' OF CONCRETE TO 6'-0" FOR #57 AGGREGATE AND 8'-0" FOR #8 ' AGGREGATE. ALL. PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. RC-29 FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM PROVIDED FOOTING WIDTH IS INCREASED 1" IN EACH HORIZONTAL DIRECTION. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE. - RC-30 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION 6.3. RC-31 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. • a NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN b3 LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER, #4 @ 2' O.C. 18" 10" _ , (2) #4 CONT 12" �- COLD JOINT (BOTH SIDES) W/ EPDXY SECTION A TYPICAL COLD JOINT SECTION N.T.S. SIMPLY REINFORCED - 12" "SPONGE FINISH" N 1 "1 101, (2) #4 CONT (BOTH SIDES) USED HERRINGBONE PATTERN 5" THICK 4,000 P.S.I. CONCRETE - x ".'xx x , x `. x;a .x: : x FILL COMPACTED TO 98% MAX. DENSITY -=-II I -I I -I I -I I -I I -I I -I I -1 I I-1I 1-1 I1-1 I I-1I1_I 11-1I1-11I-1 I I-1 I 6-X6" 10/10 W.W.F. DETAIL AT PEDESTRIAN AREAS REINFORCEMENT (NO VEHICLE TRAFFIC) 8" BOMACRON STAMPED CONCRETE CONTINUOUSLY REINFORCED N.T.S. ASPHALT 8' CONCRETE CROSSWALK ASPHALT _\/\. 8" THICK BOMACRON CONCRETE 18" SPONGE FINISH USED HERRINGBONE PATTERN 18" SPONGE FINISH SEE PAVEMENT SPECIFICATIONS, SHEET 9 4" 12" DETAIL AT CROSSWALK - I.R. DRIVE STA. 98+25 N.T.S. 2" DEEP SAW -CUT WITHIN 24 HOURS OF THE CONCRETE POUR. (EARLY MORNING CUTTING). NOTE: ALL DOWEL BARS ACROSS COLD JOINTS MUST HAVE HALF OF THE BAR GREASED TO - PREVENT BONDING WITH THE CONCRETE SO I I=I I I -I I I!I I I -I I F-I I I I I !, , ,I I II THAT MOVEMENT DUE TO THERMAL - EXPANSION/CONTRACTION CAN OCCUR. SECTION C CONSTRUCTION JOINT SECTION (SAW -CUT) N.T.S. 8" BOMACRON STAMPED CONCRETE 'F' CURB , 12"X12" FOOTER #4 @ 2' O.C. - CONCRETE TO BE EACH WAY � N HIGHER THAN CURB 8" BOMACRON STAMPED s CONCRETE @ 4,000 P.S.I. 11I-I 12" STABILIZED SUBGRADE (F.B.V. 50) (98% COMPACTION AASHTO T-180) SUBGRADE TO BE MIXED TO A HOMOGENOUS MATERIAL I -III- III -III -II I -III- I I -III- I-F I (- FILL COMPACTED TO - =III=III=III-III- 112�,I 1 I24„III I I24„ I l 1 III=1 98% MAX. DENSITY (2) #4 CONT PLACE GRAVEL - DEPTH VARIES OVER EXISTING GRADE E- , ;• '=+ , 1 ,._ ",-ROOTS FROM HARDEE OAK TREE -ROOT PRUNE TRENCH -SEE TREE PRESERVATION PLAN SECTION B 12" COLD JOINT ADJACENT TO OAK TREE (CONTINUOUSLY AND SIMPLY REINFORCED CONCRETE JOINT) N.T.S. 8" BOMACRON STAMPED CONCRETE 8" BOMACRON STAMPED CONCRETE (SIMPLY REINFORCED) (CONTINUOUSLY REINFORCED) THI ` SH ET - , - to � IV I •� #4 @ I 12" O.C. 4 @ 12 O.C. EACH WAY TOP & BOT EACH WAY (11 #4 2' O.Cti � ► B ) SECTION D TYPICAL REINFORCED CONCRETE & CURB JOINT N.T.S. 8" BOMACRON STAMPED CONCRETE ASPHALT #4 @ 2' O.0 EACH WAY �"�oo �, (2) #4 CONT SEE PAVEMENT 8 BOMACRON STAMPED ` zzzz SPECIFICATIONS, CONCRETE @ 4,000 P.S.I. - F . , L SHEET 9 12" STABILIZED SUBGRADE (F.B.V. 50) (98% COMPACTION AASHTO T-180) SUBGRADE TO BE MIXED TO A HOMOGENOUS MATERIAL i-III-III-III-I I I I -I i I -III -III - FILL COMPACTED TO 98% MAX. DENSITY ---- -I 11-III--I I 1=1 I FE I F I I I III III -III 12"X 12" FOOTER 12" SECTION E TYPICAL REINFORCED CONCRETE & ASPHALT N.T.S. AT PERIMETER OF SLAB, CONST. 12"X12" THICKENED EDGE W/ (2) #4 BARS 8" BOMACRON STAMPED CONCRETE O.C. CO ' EACH WAY @ 4,000 P.S.I. (SIMPLY REINFORCED) - - - - 12" STABILIZED SUBGRADE (F.B.V. 50) (98% --- i, COMPACTION AASHTO T-180) SUBGRADE TO BE MIXED TO A HOMOGENOUS MATERIAL _ =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 - FILL COMPACTED TO 98% MAX. DENSITY SIMPLY REINFORCED CONCRETE PAVING SECTION N.T.S. AT PERIMETER OF SLAB, 1 CONST. 12"X12 THICKENED F . EDGE W/ (2) #4 BARS #4 CONT BOT @ 12 #4 CONT TOP @ 12 O.C. EACH WAY O.C. EACH WAY .. 8 BOMACRON STAMPED CONCRETE i . -.(CONTINUOUSLY REINFORCED --•--• .� @ 4 000 P.S.I. 1 I GRAVEL - DEPTH VARIES - �? 12"X12" FOOTER .r I (TYP. BOTH SIDES) UNCOMPACTED EARTH I I "! I I ! : "" ° 1 I ----1(:= CONTINUOUSLY AND SIMPLY REINFORCED CONCRETE JOINT CONTINUOUSLY REINFORCED CONCRETE PAVING SECTION - - -- ADJACENT TO OAK TREE N.T.S. N.T.S. MAIN STREET CONCRETE DETAILS 5.50 PA ` X 0.97 \ 0 x2. \ RELOCATE -SIMILAR LOCATION, i BUT IN RAISED GRADE i 5.1 his �gX 1.07 \ s 85 L 1 L x 5.98 1 2. \ L < / . f x 6,48 �, �L J. 7 < 1 L < LI L 1 6.74 x 6.67 �. e,2a / . < / TRUIN%D DOME (0 1.0 I L t DETECTI�L WARNING 1 < FPG �P�`Q < 53 se ...• SU FACE PER FDO �\ < 6 ;;T,N�DARD IND 04. C ��\ < L 1 4 1 L .1 G 9 hP. BO IDES) 1 A` / �� 4n x. � a < � G C\ . 38 7. 42X l L L I �. x 5.85 y0 1< t < L I \OG a 4.82 1 L 1 � / < I x 7. 43 -b113 L 1 6 i / < 1 L j < 1 �� 4.81 < i kS x 6.521 L L.1 . ' 5:35.6t ! < I 1 i 1 L I 1 36 < L 7.43X 5°I1 1 6.9,E ° 77 SJf L Cat* V. d L 0 1. L 1 �< l L 1 G</ 5.99GF' 111 �\ G< / <pS 1 I . l 05 tp GOaGR ". S\Q 8.90 .73, 1 41 L�8`' LI 111 EX\S� • 11 GPZEB� 1 x 6. 0 4 29 888 1 . L 1 1 LID - SIMILAR ON, 1 BU IN RAISED GRADE I i 1 BOAT RAMP DETAIL SCALE: 1" = 10' TEXTURED CONCRETE 4' CONCRETE SIDEWALK BOAT RAMP 1 COLD JOINT EPDXY COATED #5 4' THICK CONCRETE SIDEWALK 0 3.000 P.S.I. (N0 REINF.) 0 16" O.C. TOP EPDXY COATED #5 SEE GRADING/SPECIFICATIONS ON SHEETS 5 & 9 0 12" O.C. BOT 8" THICK BOAT RAMP 0 5,000 P.S.I. (MIN.) 8"X8" THICKENED FOOTER 8" (1) EPDXY COATED #5 CONT. BOAT RAMP - SECTION X SCALE: N.T.S. EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY 5' PEDESTRIAN -8" THICK, 5,000 P.S.I. (MIN.) ADMIXTURE CROSSWALK CONTAINING DCI-S CORROSION INHIBITOR WITH A ASPHALT PAVEMENT A 8" 6CRETE - 48 LFf MAXIMUM WATER/CEMENT RATIO OF 0.4 1 on 31.91' 1 -TEXTURE SURFACE TO MATCH EXIST. RAMP. t0.0' j 0.00 9.00 8.00 7.00 6.00 5.00 4.a 3.00 2.00 1.00 0.00 -1.00 -2.00 -3.00 v� v.0 STABILIZED - - -CONIC. ....' SUBGRAD EXIST 89A1-RAt� ' : EBAR 018' 0 C. CONSt'. BUTT JOINT -'-•MIN. -.�� '•' r ''� • .i: ' '- � •', �w_.�......�.�._... I, INDIAN RIVER LAGOON P ED ROAD _ DRII M D - - - ' '- EPDXY NO 5 EPDXY I "ra WID Bl' t� 6' �:D. - 0 'S REBAR DEEP VE OLD..COU MIN 4."�... SLAB EXPOSED Q 12" 0. EMOVE EXIST TIE INTO EXIST. E00iER EXIST C NCRETE TO EMAIN CONCRETE EPDXY--NOI-AT_,24.' - ' -- -. O.C. MIN. 4" EXPOSED. XIST CONCRETE RAMP LACE FLOATING -TURBIDITY-BARRIERS- BOAT RAMP - SECTION I'I Y SCALE: 1 "=5' (VERT.) 1 "=20' (HORIZ.) ASPHALT 5' CROSSWALK 8" TEXTURED CONCRETE BOAT RAMP 4' 3.13% 2,00% 8.46% 77 4'Xt' SLAVE FOOTER EPDXY COATED #5 (4) EPDXY COATED " EPDXY COATED #5 #5 0 12" O.C. ®12 O.C. BOT 016" O.C. TOP SLAVE - SECTION Z_ TOOTER E SCALE: N.T.S. BOAT RAMP CONCRETE DETAILS \ J 0.90 U z U o z O sue' W 2 O � O W � U o o a h w \ 1T-Z Uwpo }iFNJ ww c�om;moo d'w0 �-n•-JUTow ¢ra�zWo�aa�3 Zoo-�oowo�mos n�o�=x��[r,,wZ3N� w�-'wwn•wzwn i - �a33w�N3wna-o E J rn v og Laco Q � w C OJ Z ILL �1 � v Q j 00 J o W o mQ 0 Zz�W !Eo> / ♦� VJ N O C� 0 � m w0 W Z) _! (�D LL- (1) 04 ti z Q Z O J mLL W W W N W �U]cq J j Q� Z04 � ti ti U) � U ~ BOAT RAMP NOTES: 1. ALL NEW CONCRETE SHALL BE AN 8" THICK, 5,000 P.S.I. (MIN.) ADMIXTURE CONTAINING DCI-S CORROSION INHIBITOR WITH A MAXIMUM WATER CEMENT RATIO OF 0.4 2. ALL REBAR SHALL BE #5 (GRADE 75) AND EPDXY COATED. VT p E--WZ < LL Z � � t/) O W N W � Li F- V Z W f� V O V V) J W � O V o W5. U W �or- w0 W 0::� ck� cl- Z � � W V) I- v) >_ z m Z W W Q LL_ O Q > >0� - ry ~ Z IZ s ;O JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BI FL REG. NO 5 96 ❑WIWAM P. TOD 0. 57 DATinn-r 4 �31_ RODE 0. 07-027 1 I V_� / t\ / \ \` LOT n � o LOT 1s / / '"' e� \R 6- , ., z LOT ,O LOT 16 \\•' SIDEWALK CLOSED \v..,a LOT SIGN (R9-9) / *A / \ T8 78 '.:..... LOT 19 \ •: Z .. xF Ec r .. . LOT To \ W ,. i \ . LLOT 6 OT 3 ROPEN EPLACE BASE KFILL AND \ \ BASE/ASPHALT Q\ \ L 22 TEMPORARY SEDIMENT SWALE/BASIN (SEE SWPPP PLAN. SHEET 8A),.:`. \\ y o �� Y ° , \ \! LOT J ' SIDEWALK CLOSED CRO�S\ HERE SIGN (R9-11) \\ \\ �.0 Z ;.✓� , .� S \ „\� J \ \\ 6 { LOT \ \ (2) ROAD CLOSED \ \\ p . \\r�4� !. \ \\ (R11-2) SIGN(S) \\ 1 ;� \\ s e & TYPE III BARRICADES (2) ROAD CLOSED \ \\ ` \' cor f Pr' (R11-2) SIGN(S) r 1 / & TYPE III \BARRICADES HglLaNc u FF EL.rf,Z82'. •: i to a Y . —..---..'•' 9';('`•'*h•*c,,.."„,, �..ham xr,q t \ �— - w _... i i.: \ \ [S.G",'f.?5x'[f.5%'aYF''ri �. '^,`. 'vim .,a...+✓"'..W°.._ r� ; i / \ 'i,4. w ' (2) ROAD CLOSED 200 FT AHEAD LOCAL TRAFFIC ONLY SIGNS) (R11-3)— \' i 1 o\ 1 SIDEWALK CLOSED CRO� \\ HERE SIGN (R9 11) \\1 I I' l (2) ROAD CLOSED \ (Rl1-2) SIGN(S) " BWLOlNC:: : & TYPE III \BARRICADES FF a krxe2 \ \ �N\ Lt F No rth rth GRAPHIC SCALE so 0 30 so 120 ( IN FEET ) I inch = 60 ft.' II ) ROAD CLOSED 11-2) SIGN(S) TYPE III BARRICADES :SIDEWALK CLOSED SIGN (R9-9) TEMPORARY SEDIMENT SWALE/BASIN (SEE SWPPP PLAN. SHEET 8A) a' INDIAN LAG ....................... ......................................::............. . _» ..... .................... s SIGN R9 9 �taa _ ;•::�- � `. ... .............. b , \fi �s. SIDEWALK CLOSED CROSS ORE WATER � °- � Y � SIDEWALK CLOSED CROSS �\ � , •.....' -' . •:: ° �: '°., \ SERVICE BENEATH \ / HERE SIGN (R9-11) K , � � Rl� 9�- `� � \ ° HERE SIGN (R9-11 } •. t �� ..... �>s- ,:;,.: TEMPOt�Al2Y � -�\ \ ' °• us.;,.::- .. r• CHAMBER:, >s� us EXISTING ROAD ,°- - a r+� o .�d•,':•.,`,^.::; ... _ .:.'-. is ":':' - I � L--�" 'b`c �: �, / SIDEWALK CLOSED ..a a !-'a�.r_�.�,'i.�'ti;� _ —� '-�� ,• .. ... y. .. ° SIGN R9 9 � I � ', �°- °� \ � -71°- i � �� ...BU/LD/Nc ... �.�..•�\ \ \ '° - _ � �' - i '.fF�U1GE�NC <•`�O,i�1.� �.5 � � �\ +:. m � � ', . '�' : F..F. ET.a9.T6' \ o' to . • .. dsr . pft CONSTRUCT TEMPORARY ........ " _¢ y%' \ °` \� '' _........ \ . SIDEWALK CLO D DRIVEWAY TURNOUT :'. "::.:. \ a< _ .. ... ......kll FF ezazsr. .........� .........eraez. .�,■ � 1 2 ROAD CLOSED ............................ .......... s. . ... aw mw • • s \. \ rot . •... - TYPE III BA CADES\ to '. - _ 1 �e.:P.f.:: £L:r.74.02E':'.:'.i': i-::•:.':: - _ \ •��. •`C, . • • ` q \ \_ � Y R, MF-t PHASE\. \ ,° INCLUDE — ARBORIST/SPECIAL REQUIREMENTS TO SAVE HARDY OAK TREE. — ALL IMPROVEMENTS WEST OF INDIAN RIVER DRIVE. — TEMPORARY DRIVEWAY TURNOUT AT REAR OF CHAMBER. — TWO OUTFALL STRUCTURES TO INDIAN RIVER LAGOON. — RETENTION AREA EAST OF INDIAN RIVER DRIVE SOUTH OF RAMP AND PIPING AS SHOWN. — FPL RELOCATIONS/NEW SERVICE — PROVIDE APPLICABLE MOT (FDOT 600 SERIES) AS REQUIRED FOR ROAD, UTILITY, DRAINAGE, ETC.. WORK NEAR/ADJACENT TO/OR WITHIN THE TRAVEL LANES OF MAIN STREET (WEST), U.S.1, & INDIAN RIVER DRIVE. — EXISTING STREET LIGHTS TO REMAIN OPERATING UNTIL NEW STREET LIGHTS IN PHASE 2 ARE READY TO BE POWERED ON. CONTRACTOR SHALL INCLUDE A TEMPORARY CIRCUIT/CONNECTION TO THE EXISTING PANEL TO KEEP ALL EXISTING STREET LIGHTS NORTH AND SOUTH OF THE PROJECT FUNCTIONAL. �I PHA SE FF.; EL=946:::..::. • \ \ . v \ to 2 ro• ,o' I' I' INCLUDE (2) ROAD CLOSED ' \ \ 250 FT AHEAD — NORTH/SOUTH ROAD CONNECTIONS TO I.R. DRIVE AND 1ST LIFT OF Wiz: \ \ LOCAL TRAFFIC ONLY y6� 1' ASPHALT ON INDIAN RIVER DRIVE W/ TEMPORARY PAVEMENT MARKINGS. Rfl.:. \ \ \ sIGN(s) (R11-3 ..::: \ ) III - TURN -OUT DRIVEWAY FOR ADJACENT MOTEL AND PELICAN PUB. \ I \ NOTE: - COMPLETE ALL ELECTRIC FOR NEW STREET LIGHTS AND START UP. "` ` ` \ \ u BORE ALL CONDUITS BENEATH EXISTING ROAD. PHASING PLAN IS A SCHEMATIC DRAWING, AND DEPICTS GENERAL I _ �o�z \ \ CONSTRUCTION BY PHASE. CONTRACTOR SHALL FURTHER DEFINE A DETAILED SCHEDULE OF IMPROVEMENTS WITHIN EACH PHASE AND — PROVIDE APPLICABLE MOT (FDOT 600 SERIES) AS REQUIRED FOR ROAD, SUBMIT TO ENGINEER FOR REVIEW. THE PRIMARY GOAL IN:THE UTILITY, DRAINAGE, ETC.. WORK NEAR/ADJACENT TO/OR WITHIN THE PHASING IS TO KEEP INDIAN RIVER DRIVE OPEN. IT SHALL; NOT BE TRAVEL LANES OF MAIN STREET (WEST), U.S.1, & INDIAN RIVER DRIVE. CLOSED FOR MORE THAN 30 DAYS. l \ O l ROAD CLOSED AHEAD SIGN (W20-3) w Q d 00 00 04 3 cl W gc��neWQ� O U VVi O 0 Z 4 y} V ~ O W �WwQ�am3�W a�airzwo�<a~3 ?Q� 0 mpg La 0 a W2S�li �, 4Jz3�� aI c c� mmw �a33w�-3w�ai; d Z E ■ O J N Q W UL W J� Q � 00 0 L 0¢ . o mJ O Z0ow zz LLJ Cn g W ZON� =Wo J �U- UiN 1- L ° Z m � 0JLL � m - wEr w UNLu `-4 LL J V Z,6 Qf, ZN z LL- a-j0z =a Q w U n OWz Q U _ 0z— °zLLJ F-zQ_� V / Z O o w U w W0 �ow� c r-j" F_ wi— cn > Z m�ZW W a� o _ �r�-Z�� U — � 4 ra i I j • V � LOT rs I / L07,16 LOT 17 THIS PARKING AREA SHALL BE OPEN FOR CHAMBER USE. \`\ t , „r L {. o � COT l7 F Z \ K-,7 LOT r0 SIDEWALK CLOSED SIGN (R9-9) REMOVE TEMPORARY DRIVEWAY &RECONSTRUCT PHASE 3 SIDEWALK AND TYPE F CURB, AND COMPLETE PARKING RETENTION AREA GRADING AND STORM SEWER AND COMPLETE UTILITY CONNECTIONS TO CHAMBER I INCLUDE i - OPEN NEW INDIAN RIVER DRIVE AND MAIN STREET FOR VEHICULAR USE, AND N.W. PARKING AND CHAMBER PARKING AREAS FOR USE. - ALL IMPROVEMENTS EAST OF "NEW" INDIAN RIVER DRIVE. - FINAL LIFT OF ASPHALT ON NEW INDIAN RIVER DRIVE TOGETHER WITH PAVING OF BOAT TRAILER PARKING AREA. - PROVIDE APPLICABLE MOT (FDOT 600 SERIES) AS REQUIRED FOR ROAD, UTILITY, DRAINAGE, ETC.. WORK NEAR/ADJACENT TO/OR WITHIN THE TRAVEL LANES OF MAIN STREET (WEST), U.S.1, & INDIAN RIVER DRIVE. I 1 i I I j i I I i j I I . NOTE: PHASING PLAN IS A SCHEMATIC DRAWING, AND DEPICTS GENERAL CONSTRUCTION BY PHASE. CONTRACTOR SHALL FURTHER DEFINE A DETAILED SCHEDULE OF IMPROVEMENTS WITHIN EACH PHASE AND SUBMIT TO ENGINEER FOR REVIEW. THE PRIMARY GOAL IN THE PHASING IS TO KEEP INDIAN RIVER DRIVE OPEN. IT SHALL NOT BE CLOSED FOR MORE THAN 30 DAYS. i j j I j j i j w N Q S I -0o N cn Q co rn 0 3 Q to 2 W zz W D U (U O WEo W N �Qo QZWo� ug zo=Z-08 smRs. & SmLa3:LZiSa UCID J 0) CNcn L- J � � Q C C Qco) 00 O � u- to Q �ZoU� o Q C�Wow-j • 0 m Q O �zW Zo> Q, N �O0) T=Wo W : ~ r` J Zo�04 m W a LU fY W 0>N io� co J <~ _ ZN r^ S r-- W 0 Z_ V) ti Q-OZ 0-wJ w U n _ w Q OV V Z E W ::D 0 Q OR z 02 -< Z O U F^ o w U w_ ow0 LL LtJ Z ry (-- < W V) I--- V) > Z mLLJ Z W W Q LL- > o >�� --0 F- Z CL- U — Y JOSEPH W. Sc FL I'FoREG. N0. 7 ❑ JODAH B. TIELE FL REG. 573 Ow ooD REG. NO. 76 DATE:C 13 SI EET �5j PROJ NO. 07-027 Q fl N O , r ti . .. .-- - — ---- --- - --- - T--- NOTES, 1. S[1GfiESTED BOLT ORMS M2* DIAMETER IIAMM BOLT CIRCL ,12 Vr DAMeTER NNMUM BOLT ORCLEL r DIAMETER % HADCD STRONGLY RECOMMENDS USM LEVELINS NUTS TO MOW POST SASE. R POIIDATION 6 NOT LEVEL, INCREASE 'X" ONE mN ACCOF=4mY WHEN USING LEVELING NUTS WITH WASHERS. X • 2 Sf*' MiO M WITH LEVELING W " X • 2 Val MJ" WITHOUT LEvum NUTS I IF USIMS GROUTNS TO CONCEAL GAP HETWEEM BASE AND FOLMATM ALLOW FOR WATER DtANACF. STUB OUT (4) 1/2" DIA SS THREADED RODS WITH DOUBLE NUT AND WASHER 415A0- —i -- - -- (MIN 16" EMBED) 012.OD RECOMMENDED _\ — -� �» i4J NIWMTN6 WASHERS "&DEG BOLT CIRCLE --+-- `F.Sttaµ" AND NUTS ANCHOR ROD TEMPLATE . . . `II W IGILEVELING ASHERS AND NUTS 41 3/4' DIA HOT OPPED GALVANIZED STEEL ANCHOR RODS (6) #5 VERT WITH 90' HOOK TOP comulr TBY OTHERSI ��CONCRETE FOOTER [BY OTHERSI ,. I / v °/ ° e ` d d ,a v HADCO -STREET LIGHT ,?!� i, 1. IT IS INTENDED THAT ALL NEW LIGHTS ARE TO MATCH MAKE/MODEL N0. OF EXISTING STREET LIGHTS. CONTRACTOR TO CONFIRM PRIOR TO ORDERING. Set � ,m w ,S"{ tT1j _ _ 2. ALL NEW LIGHTS SHALL BE PROVIDED WITH, AND ALL EXISTING PROJECT UNITS q (7) TOTAL SHALL BE RETROFITTED WITH A NEW REFLECTOR TO SHIELD DIRECT i V-£- 3-mix av, I `.....-' ""' LIGHT AND GLARE FROM THE INDIAN RIVER. THE REFLECTOR SHALL BE A FULL I i 1S err) TOP W/ HOUSE SIDE SHIELD OR OTHER TYPE FOR THOSE PURPOSES GROUND LEVEL FIXTURE I LIQUID -TIGHT CONDUIT CON - 0 . 5` Strmghl F[09 FIuW W3"te• N:sn 11 11 SEE NOTE 2 ° ° ° v e .r e- d ,. ° \ .1 ° d ° v ° ° d :_ a ° v - da ° v ° ° d o ' ° 4 v v d O e ° � \ \T. ,----\ (11 EETyGKrS \ . r4 \ \ 1. \ �1. 1-1 1-1 '/ Q i" I � \ \ LOT 13 'r \ / _ ` '7-- ' o,� HADCO LIGHTING h// jo\\' j ', , I -.-,.\ \ LOT r2 .4 ``,� N ,,A / BASE \� f-: - / N/� \ t ,z\ / — �I •"-,\ -O L 9 � LOT I1-1 � FASTEN BASE WITH 1/2" SS / \ �` : \, •\ �' J4" w f7 THREADED ROD WITH SS BASEPLATE PROVIDED \ iN \• \ \ IT \ NUT AND WASHER BY OTHERS . 16 / I\` \ { LOT ro 1z 1-1 \;\\.`' \ 1. \\ :^\ Z U WF is g L W O LOT 17 / \ \ \\ �, LOT 9 \ W �. ILO --A(D i \ \ \ �12-3/8" DIA W �Q i / .......... / \ ii 1. � , ". LOT e BOLT / iicN* :: \ wF is i \ ``.•, I - co LOT 18 I. :\ \ LOT "ram / .•.'.•.•.'.'.'. / �I \/ \ to O / '.Ff ;EL:;41.0...'.:... LOT 20 'I \ f4 / .. WV.I' kOCAI �. .. ". - 1= ° LOT 19 ... ... N N / /.......,.: LOT - ' : Z -.. �� i. I E 2. Q t' T ' - g \r LOT 5 �\ �. / \ Y Y NF-13 / LIGHT POLE FOUNDATION DETAIL \ ft \ `\ 'tl ,� I \ L 22 w , c BOLLARD LIGHTING , `' `� F t BASE \ � -© _',A i= 204 ,, 12 \ i r r ' ' '� s fVl'Y` '. 4 1 2" BOLT \ \\ -- : n '_, ,yrr `1,t% 11 Y C�4 / \ \ ,, CIRCLE_/ \�` r 2 �Gc s4 . - 1-j CI'�J wSJ�r „•.11, .r r: �5. �� ,1' i ��; BASEPLATE PROVIDED \ o� , ;; `-'C":cam t BY OTHERS \\ \ I , 1:_ r r .Yt, oM ' 1' d\ - ''r, 1 ;'ram r! - [1 !` J," �:. a F . REFLECTOR: FULL TOP REFLECTOR W/ HOUSE SIDE SHIELD DOUBLE NUT AND WASHER - W ` /J rHf - -WATTAGE: OW � m \ Tl \ - ;`t ry' �� , '�: ,Y .;<. �, 15 H.P.S..S MIN 16 EMBED C ,^ U J` \ \ >< : a= -1 -VOLTAGE: 240V � ;_ CO W O \ \ \ ` fe { .:, c, ;z , ". I `'.F ' r 11 \\ 16: STREET LIGHT DETAILS I i [� \\(TR::IRT�IGATi(I11; `v.o� s HT 4 1 2 DIA Q `=� 1 r , �> NTS 6 5 VERT WITH \ 1 \ `� 0 ,. �) # BOLT \ � \ \ '.,=�,~;�4' .-�J- l- .� c� � ��i 90° HOOK TOP \ \�'n `. i g_ \ IRR GATIO EON n , . d ITEM N0. tGCOMLGT01 WWW AMERIGANFLAGSTORE.COM \ s= :1 / ( ) BOLLARDLIGHT FOUNDATION DETAIL v� ��,v _ - �� LENS/MOUNTING RING HOUSING: COMPRESSION MOLDED, FIBERGLASS REINFORCED POLYESTER COMPOSITE. \\ �� \ ' � COLOR IMPREGNATED BRONZE COMPOSITE WHICH WILL NOT FLAKE OR PEEL WHEN SCRATCHED. � ' . { \`\ �— � � \\ \ _6 _ ` .. ,., , ROCK GUARD: NONE \ \ \ \\ . � \ \ \ \ \ f2" -sD w c- . LENS RING: COMPRESSION MOLDED COMPOSITE RING. \ \ ;> G ` REFLECTOR/YOKE ASSEMBLY WIRING: UNIT FURNISHED WITH POTTING COMPOUND AND MOISTURE ABSORBING PAK FOR MOISTURE FREE INSTALLATION. \ :•eurcDrLvG ` \ UPLIG ` ' \\ rb^2 r' LENS &GASKET: CLEAR TEMPERED LENS FURNISHED WITH A HIGH TEMPERATURE SILICONE GASKET FOR A WATERTIGHT SEAL. %\ F..F- EL:= r3ez':.. \ \ \\ ' .6 S SQ AIMING: 15 DEGREE ANGLE EITHER SIDE OF VERTICAL ROTATION. 360 DEGREE INSIDE OF HOUSING. \ \ \ \� : "" "'L l c a '' f �V. 11 SOCKET: MEDIUM BASE SOCKET. \ �� \ �) SIGNAL CABINET I` WIRING COMPARTMENT LAMP: 130 VOLT PAR 38 90 WATT 150 WATT MAX. �\ \ � TO REMAI r ;; { 3s" E * LIGHTING FIXTURE REQUIRES INSTALLATION BY CERTIFIED ELECTRICIAN ONLY *11 \\ \ \ \ POWER POLE ':� tt �O EIi � aft °: \ \ \ TO REMAI ,I' . < ;'E' 1`t}o� IGNf > . , v ^,;' I—, �/'\",— CONDUIT SUPPLY TION)I \ / ' �` �' � FLAGPOLE UPLIGHT DETAIL — — — — -� ,. �y; I t ,: �<� NTS 30o v, S ( f ', s 1. N ON U Q: P HADCO -BOLLARD CF73 , .: ':' �� i CONDUIT IT FO ( )-AWVMa < B1 ' .:: :. :: POW TO SIGNAL PtJ u� HOUSING, FOUR (4) ROOF STYLES AVAILABLE EITHER WITH OR WITHOUT A BRIM AND A SMOOTH OR RIBBED TOP. CAGE LEGS ARE 1 -20 $ , . ....<-. COOR HATE WITH f STAINLESS STEEL RODS WITH AN EXTERNAL SCHEDULE 40 ALUMINUM PIPE SLEEVE. HEAD IS SECURED TO THE BOLLARD TUBE WffH THREE .: Z� . ;.: - ... ,'A1 PLUMS b.:: > _ - (3) 5/16 18 STAINLESS STEEL AU�N HEAD SET SCREWS FOR EASY REMOVAL FOR RELAMPING. 356 HM HIGH STRENGTH, LOW -COPPER, 8 ACCESS 0 LAMP. ` ` .: PROPRIETARY CAST ALUMINUM ALLOY . 6 SCHEDULE 40 EXTRUDED ALUMINUM PIPE WITH A WALL THICKNESS OF 0.2 1 . EASY T 9% .; ; ,: , SIB . s... :..::.: .. A WEATHERPROOF BALLAST ASSEMBLY ISOLATES THE BALLAST FROM WATER AND HEAT FOR LONGER LIFE ALL NON-FERROUS FASTENERS PREVENT ..,. f� 1�3A MOVE ST. _ . IST:. 8 -H.C?. ,E..WATERMAIN CORROSION AND ENSURE LONGER LIFE ""` �.% - �� I4; �ml ,� (APPROXIMATE' LOCATION . �� OWER FINISH: THERMOSET POLYESTER POWDERCOAT IS ELECTROSTATICALLY APPLIED AFTER AFIVE-STAGE CONVERSION CLEANING PROCESS AND BONDED - = G LvA II EI) BY HEAT FUSION TH R SUPERIOR WEATHERABILITY AND FADE RESISTANCE IN ACCORDANCE WITH ASTMI.- - iNr+ "" " -- - - - - ) EW "T' ERMOSETTING. LABORATORY TESTED FOR S PEROR WEAK - - - - _ S`IGNAL ;'. / j B-117-64 AND ANSI/ASTM G53-77 SPECIFICATIONS. FOR LARGER PROJECTS WHERE A CUSTOM COLOR IS REQUIRED, CONTACT THE FACTORY ".: _ _ ___. - \ — .:' :� '.. 3 r" E E ! . _ 1 i _ . _....... 1-, FOR MORE INFORMATION. �� _. BY L .....•.�........ .....::%%_ - [I = \i :�_�-� OPTICAL ASSEMBLY: TYPE III REFRACTOR BOWL TYPE V REFRACTOR BOWL. HEAT -RESISTANT, LOW EXPANSION BOROSILICATE GLASS REFRACTOR a - , " - • - " ' • -' ' Pt ; I {; — �. _ � ;: \ \ ' I- HAMQER.'Of..:':-.•. REMO C BOWL TYPE V PECU R I HIGHLY Y POLISHED ALZAK® ALUMINUM INTERNAL LOUVER ASSEMBLY. 7' DIAMETER I{ E S LAR LOUVERS. OPTICALLY DESIGNED, H G L \ ::CO M, R , ...: . I - I i 3/16' THICK U.V. STABILIZED, CLEAR ACRYLIC LENS. tE e�+wMARrc M ...0 F20M B .................... . .......... i + I .. > Tam of MAanoiE Et Lao _ I IAMPINGt MH AND HPS MEDIUM BASE: E17. .... .EX1S17iV(, `\ �, .�_•FF : EL:=75..1•�'.,.•... ELECTRI _ _J. ............. .........1. I , I I I ELECTRICAL ASSEMBLY: KEY -SLOTTED BALLAST ASSEMBLY WITH QUICK DISCONNECTS MOUNTED TO CAST ALUMINUM BRACKET FOR EASY ... BUrLD1A[G ...::. .'. \\ `\ -._ F.F EL,'=r6.U1. -.:-'- . ..-.-.•....:...._ % epvc A MAINTENANCE. 4KV RATED MEDIUM BASE PORCELAIN SOCKET. NICKEL -PLATED SCREW SHELL WITH CENTER CONTACT. \ 1 I .... I \ . CONQ.'A/C.'.'.'.'.'.'. . . . I BALLAST: ALL HID BALLASTS ARE CORE AND COIL AND REGULATED WITH POWER FACTORS BETTER THAN 90% (HPF). BALLAST PROVIDES +/- 5% \ ,\� II PAD.'... \ \ 1 i LAMP POWER REGULATION WITH +/- 10� INPUT VOLTAGE REGULATION. BALLASTS ARE FACTORY PRE -WIRED AND TESTED. METAL HALIDE -_ -� - :J\ '. \ i BALLASTS ARE CAPABLE OF STARTING AT -20' F OR -30' C AND HPS AT -40'F OR -40'C. \ \ . % _ o INSTALLATION & MOUNTING: HEAVY DUTY '%' CAST ALUMINUM BASE PLATE IS MOUNTED TO THREE 3 -13 X 15" GALVANIZED STEEL ANCHOR \ \\ '- ,\\ ft07 cm) BOLTS WITH WASHERS AND NUTS ON A 4 Y2 BOLT CIRCLE (USE FACTORY SUPPLIED TEMPLATE). BASE OF BOLLARD CAN BE LEVELED WITH OVER ,\ I AND UNDER NUT. TUBE IS MOUNTED TO THE BASE PLATE WITH THREE (3) 3/8-16 FLAT HEAD ALLEN KEY STAINLESS STEEL TAMPER -PROOF \\ �/r = I SCREWS. . \\ - 4P CERTIFICATION: UL LISTED TO U.S. SAFETY STANDARDS FOR WET LOCATIONS. CUL LISTED TO CANADIAN SAFETY STANDARDS FOR WET LOCATIONS. \\ - ° \\ ii I MANUFACTURED TO ISO 9001:2000 STANDARDS. \ I \\ WARRANTY: THREE-YEAR UMTTED WARRANTY. I \\ k HEIGHT : 42" (107CM) \ ,3s` NOTE: IT IS INTENTED TO USE EXISTING CONDUITS WIDTH: 16" (41CM) WHERE POSSIBLE FOR TRAFFIC SIGNAL FROM POLE \ BOLT CIRCLE: 4 1/2' (ttCM) TO PULL BOX TO PULLBOX, ETC... CONTRACTOR \ • SHALL CAREFULLY REMOVE EXIST. PAVEMENT AND - ANCHOR RODS: INTERNAL (3) 1/2 DIA X 15' LONG (1.3CM X 38 CM) \\ . SIDEWALK IN THE VICINITY OF THE PULLBOXES AND i I SIGNAL POLES. ANY DAMAGED CONDUITS SHALL BE � \ 0 , "� BASE DIAMETER: 6' (15CM) \ i 3s" -- MAX. WEIGHT: 60 LBS REPLACED BY CONTRACTOR - SEE SIGNAL PLAN. __ � � , -A \\i. » 04_1/2' i 1D„ _ 1 _ _ Q 12» 12w - l11 cm) �k f ' - I0V ` ! ' FINISH: BLACK HADCO x z *77 m car a i nd A � - Ul rty Y �1+-r., H - \\ Tix ;i \ �ndnea key Ay �f_' ROOF: BRIM/SMOOTH 100 CRAFTWAY ,`- € t li . \ a5 i z_..- POST: -MODEL NO.: P2065 12FT A - COMMERCIAL 12 FT CAST ALUMINUM 5" STRAIGHT FLAT FLUTED POST OPTICAL ASSEMBLY: -MODEL NO.: R54BANNIAGG15OS240V - COMMERCIAL TYPE V WIDE REFRACTIVE ACRYLIC GLOBE FASTEN BASE WITH 1/2" SS THREADED ROD WITH SS NUT AND WASHER 1,)" -FINISH: BLACK STUB OUT (4) 1/2" DIA SS -ROOF: CLEAR VICTORIAN THREADED RODS WITH �', �'''` �j` -I� � s `p ryc �. SPJ LIGHTING - WILDLIFE FRIENDLY ALUMINUM BOLLARD PATHWAY LIGHT (SPJ12-07) ,�_OPTICS: TYPE III REFRACTOR BOWL LIT1LESTOWN, PA 17340 � WATTAGE 100W MH (717)359-7131 w 5 " SHOWN: BLACK PAINTED FINISH / CAST ALUMINUM VOLTAGE: 120V WWW.HADCO.COM , w � �� s MODEL SPJ12-07 8" ��; x MOUNTING: DIRECT BURIAL QTY: 8 � � � ,' " . , t �` SOCKET: MEDIUM BASE BOLLARD SPECIFICATIONS s ELECTRICAL: 12v rr .. E i� r' I�� .1 LAMP: 25W INCANDESCENT NTS , irk Drys �� t ,, h ' , NOTE: COMPACT FLUORESCENT MAY NOT BE COMBINED WITH 12V (LOW VOLTAGE) ,4Z , " , , SHOWN WITH 36" POST. POST SIZE RANGE FROM 12" TO 120" LENGTH , �t� , � I LOCATION: OUTDOOR g CERTIFICATIONS: Ul �` I` ��" � < �,11 �'. gI HOUSING: ALUMINUM As 'r LIGHT SOURCE: COMPACT FLUORESCENT, INCANDESC ENT A, r,` = �,x VOLTAGE TYPE: LINE VOLTAGE, LOW VOLTAGE g ` � m � r', � $ APPLICATIONS: COMMERCIAL LIGHTING, RESIDENTIAL ,TSr FINISH: BLACK , - - 80 ,N ) � . PATHWAY STYLE: BOLLARD 'x f�-w ,Eat WARRANTY: THREE-YEAR LIMITED WARRANTY. ` z _� � S HEIGHT 42" (107CM) h 1 ;�, WIDTH: 16" (41CM) f Ot BOLT CIRCLE: 4 }� (11 CM) . i 3" Vja <. Im \, ANCHOR RODS: INTERNAL (3) }�" DIA X 15' LONG (1.3CM X 38CM) BASE DIAMETER: 6 (15CM) , aW, MAX. WEIGHT: 60 LBS s '� ': , �� U QUAM ITY: 25 k -11 TURTLE FRIENDLY BOLLARD SPECIFICATIONS NTS CIRCUIT* ROUTE DESCRIPTION . . . . i'� PURPOSE l C-1 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT FUTURE BATHROOM C-2 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (10) LOW VOLTAGE (12V) PEDESTRIAN BOLLARD LIGHTS (SOUTH OF CONTROL PANEL) - (P-1) C-3 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (15) LOW VOLTAGE (12V) PEDESTRIAN BOLLARD LIGHTS (NORTH OF CONTROL PANEL) - (P-1) C-4 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (18) STREET !LIGHTS (NORTH) - (P-1}55 EW RELOCATED C-5 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT TO SECONDARY PANEL (P-2) C-6A : UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT 1. (4) STREET LIGHTS (MAIN STREET) - (P-2) C-6B UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT IRRIGATION SYSTEM (PUMP) - (P-2) C-6C UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (8) 120V PEDESTRIAN BOLLARD LIGHTS - (P-2) C-6D UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT FLAGPOLE UPLIGHT - (P-2) C-7 : UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT (18) STREET LIGHTS (SOUTH) - (P-1) €7 NEW RELOC ED 1-1 EXISTING C-8 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT LIFT STATION - 6.2 H.P, 230 VOLTAGE, 3 PHASE ELECTRIC C-9 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT INTERSECTION SIGNALS - SEE SIGNAL PLAN C-10 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT I EXISTING 35 DOCK LIGHTS - 13 WATT FLUORESCENT - (P-1) *NOTE: CIRCUIT ROUTE SHOWN ARE SCHEMATIC - SEE ELECTRICAL ENGINEERING PLAN i IcEl— j i g — 7 I I e! � � North GRAPHIC SCALE 40 0 20 40 1 80 ISO ( IN FEET ) 1 inch = 40 ft. LEGEND tIEC I LIEc UNDERGROUND ELECTRICAL CIRCUIT IN SCH 40 GREY PVC ELECTRICAL CONDUIT (PRIVATE) WE � UGE UNDERGROUND ELECTRIC (FPL) ME— ME OVERHEAD ELECTRIC ( FPL ) '�': EXISTIING STREET LIGHTS TO REMAIN ( �1 EXISTIING STREET LIGHTS TO BE RELOCATED 7 - 7 NEW LOCATION ( ) EXIS77NG SEAWALL SHEE7P/LE W/ WOOD CAP - TO REMAIN } PROPOSED NEW OR RELOCATED STREET LIGHTS (18) - 11 NEW - - 7 RELOCATED \ =L0(%TE e PROPOSED 12V PEDESTRIAN BOLLARD LIGHTS (25) Ix PROPOSED 120V PEDESTRIAN BOLLARD LIGHTS (8) \ o PROPOSED FLAGPOLE UPLIGHT (1) t \ , - 11 �, e. ", NOTES: ' M ` \ •,' ,, 1. THE CONTRACTOR SHALL COORDINATE THE WORK AND MAKE � . � " ``' � PROVISIONS NECESSARY TO ENSURE THE EXISTING STREET 'ftOPOSED BOLLARD 1\ LIGHTS NORTH AND SOUTH OF THE PROJECT LIMITS ARE o � q\ LIGHTING (TYP.) i OPERATING AT ALL TIMES. INCLUDE THE COSTS IN THE BID \ 1 \ FOR A TEMPORARY CIRCUIT THAT BY-PASSES THE LIGHTS s I THAT ARE TO BE RELOCATED. 2. SEE THE ATTACHED ELECTRICAL ENGINEERS PLAN \� �y z ' y ,e _ \�I 4 (TREASURE COAST ENGINEERING). 4 . . � _1 _ s ELOCATE \c .r BOVCHMARK OF GRAZE EL=a29' RELOCATE - SIMILAR LOCATION, BUT IN RAISED GRADE r�1tF- to" \ `� , ELOCATE / �o ° fo" _ � ' s 1°' � to \° to`\ \ �/ \ A L.�:.°f3aE 4 z \ i0" IROPOSED NEW AT&T q -\ ,` r fi°/ F s10" .. EXi,s71rVG. .,, , �, � aOF ISER (BY AT&T) BurLarlvG.. a'; ®, 1° 1;1. �`� 10" � 3,_ .fF..£L.=9.�6' '�''�: \ fo" to' OSED NEW AT&T ,,A •: \ \ to' HF 5 -4 RGROUND UT1l iTY y X j x \ o` - wt 4 x \ \ \11 .. - Wig/ IXM•G "SILL - Y G lllI } ?.. \ 1 < /I— ISLAND PED I " `"-Y \ 1 1o" \ \ ' 70" ;FF-3 LED »D� , ' . w - I `9(+\ y fo \� \� . � . \ i to" STREET LIGHTS GYdVC. PARKMG ,\ STOP mP� < - .- • r OWER P LE'1 1�0\ ", ;: o` \ 8 srREET u� � � %\ \ � - - -_� -... - '�� - - - I \ 1 12' 1 )k e 0 REMAIN \ \ \,off \ a.. r * \w v m r �\ \ 10» to" .. Qr e r i y \ \ \ \ \ e " ` a s \ \ \ fo` bW \ - - - . - . . - . - . -\ \ \ .•.... F.F EL:=9,96..::. I... \ �qi \ \ to' to" .•. . \ t \\ \ J \ I \ \ \ \ . __ -I \ \ .:.:.. \ \ \ � . \ \ \ . mex' \ \ ,/ .- \ \ \� zz. \ \ ..- w CC O a I o 0 N m Q e� O n 3 < 2 W W i�i v Q�QW� Q Q 'I 6 � 0 wo oN x =<Orwov '-W (A ¢ z_r_LoOOO_m OFS a ,M� 0�zw= <<2-7 wo�Uwwa�c�wira �a33w�N3�.aZ, U z V J W W C4 N -4 d — U) Z o (D W Hn J Z LA_Vj Q * i O 0 .— 0WJ 0 ,! • o m :t o z��W L 11SESSES ZzW llzq o> �` O � 06 _N QQ O_ N C) W IT0wO� � F) J ►, 6 � C%J L LL_ o FEES, ,� W z ti - >J MH W Z�mu- LLJ � Er W ��>"I Y i:� 0) J j' Qo (0 Z N U h U) _ ; .J v �� o W U W o�w0 L_r_1WQ:� n Z 1 __ V) > Z n z W z a . o _ � �� zIt C.) p JOSEPH W. SCHULKE {`FL REG. NO [IJODAH B. TTLE FL REG. O. 57 AM . D D FL. RE . N 57 DAT&C 13 008 REET �6) 1 PROJ NO. 07-027 PAVEMENT CORE: C-1 6" Asphalt 5.5" Concrete Then to 24" Dark Gray Sand PAVEMENT CORE: C-2 2.7511 Asphalt 3.591 Brown Cemented Coquina Bock 611 Concrete Then to 2411 Dark Gray Sand PAVEMENT CORE: C-3 5.75" Asphalt 5.25" Concrete Then to 24" Dark Grayish Brown Sand PAVEMENT CORE: C-4 0.75" Asphalt 511 Brown Sand with Limerock 6.25" Gray Sand Then to 2431 Light Gray Sand i PAVEMENT CORE: C-5 2 3/4" Asphalt 2 %" Brown Cemented Coquina Rock! Then to 24" Light Gray Sand with a few pieces of rock j i i I i i i i ----------------------------------------------- ---------------- ---------------------------------------------------^------------- ----------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF DEPTH Strata PEN DESCRIPTION OF DEPTH Strata PEN DESCRIPTION OF DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS ----------------------------------------------------------------- -0- 0" - 36" Grayish Brown Sand -0- 0" - 10" Dark Grayish Brown =0- 0" - 16" Dark Gray Sand with -0- 0" - 16" Dark Gray Sand with with Roots Sand -with Roots Roots Roots ------------_----------------------------------------------- -1- ! 36 -1- 10 20" 32 Brown Sand with some -1- 26 -1- 32 --------------------------------------------------------- Clay 20" - 36" Dark GraySand -----_------------------------------------------------ 16" 40" Light Gray Sand -------------------------------------------------------------- 16" - 50" Light Grayish Brown -2- 44 -2- 34 -2- 34 -2- 30 Sand -3- ----------- ------------------40----------------------------- -3-------------------------------36----------------------------- -3- 30 -3- 36 36" - 60" Brown Sand 36" - 72" Dark Brown Sand -------------------------------------------------------------- 40" - 60" Brown Sand -4- 37 -4- 35 -4- 35 14- 39 ------ ------------------------------------------------------- - 50" 72" Dark Brown Sand -5- ------------------------------ 41----------------------------- -5- 41 5- 39------------------------------ 5- 41 60 - 72" Dark Brown Sand 60" - 72" Dark Brown Sand -6- ------------------------------ 46------------------------------ -6-------------------------------46------------------------ -6- -----` -39-------- -6- -- --- 40-------------- Water Table: 28" Below Existing Grade Water Table: 28" Below Existing Grade Water Table: 30" Below Existing Grade Water Table: 40" Below Existing Grade HA-1 HA-2 HA-3 HA-4 - DEPTH ---------------------------------------------------------- Strata PEN DESCRIPTION OF ------- — DEPTH ---------------------------------------------------------- Strata PEN DESCRIPTION OF ------------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF ------------------------------------------------------ DEPTH Strata PEN — ----------- DESCRIPTION OF IN FEET FROM_ TO - --- READINGS - --- SOILS ---- IN FEET FROM-TO -- READINGS SOILS IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS -0- 0" - 6" Light Brown Sand with -0- 0" - 22" Dark Gray Sand with -0- 0" - 12" Brown Sand with some -0- 0" - 12" Brown Sand with Shell - -------------------------------------------------- coquina rock Roots Clay and Rock 6_ - 12" Brown Sand with Clay -1- ----------------------------70------------------------------ -1- 28 -1-------------------------------36------------------------------ -1------------ ------------------ 70------------------------------ 12" - 38" Light Gray Sand 12" - 70" Light Gray Sand -----------------------------------------Light 12" - 20" Gray Sand 20 - 58" Gray Sand------ -2- 67 -2- 22" 48" 24 Light GraySand -2- 28 -2 60 -3 -------- -----------50 ------------------------------ -3- 29 -3- 32 -3- 50 8" 64" G ra ish Brown Sand -4- 56 -4-------------------------------32------------------------------ -4- 34 -4- 47 48" - 66" Brown Sand -5- 52 -5- 37 -5- 35 --------- -5- "_ 58-----72"--------------- 44 ----------- Brown -Sand --------------- ---------------------------------- 64" - 72" --------------- Brown Sand -------------_------------------------------------------------ 66" 72" Dark Brown Sand -------------------------------------------------------------- -6------------------------------- 50------------------------------ r6-------------------------------35------------------------------ -6- 70" - 84" 37 Brown Sand -6----------- -------------------48------------------------------ Water Table: 48" Below Existing Grade Water Table: 30" Below Existing Grade -7--------------------------------------------------------------- Water Table: 46" Below Existing Grade Water Table: 68" Below Existing Grade HA-5 ------------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF ------------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF ------------------------------------------------------------------ DEPTH Strata PEN DESCRIPTION OF ------------------------------------------------------------------ DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS IN FEET FROM -TO READINGS SOILS -0- 0" - 24" Dark Grayish Brown -0- 0" - 12" Dark Brown Sand with -0- 0" - 16" Dark Gray Sand with -0- 0" - 12" Dark Brown Sand with Sand some Clay Roots some Shell -1- 69 -1-------------------------------44------------------------------ -1- 34 -1- ------------------------------50-------------`---------------- 12" - 24" Light Brown Sand -------------------------------------------------------------- 20" 16" - 58" Grayish Brown Sand ---------12"-- ---------------------- 20" - 44" -----Gray^Sand ------------ Light Gray Sand -2-------------------------------60----------------------------- -2------------------------------- 46------------------------------ -2- 32 -2- 42 24" - 40" Dark Gray Sand 24" - 50" Dark Grayish Brown Sand -3- 60 -3- 40 -3- 36 -3- 49 ---------------------------------------------------------- 40" - 60" Light Gray Sand -----------'--------------------------------------------------- 44" - 72" Brown Sand -4- 57 -4- 45 -4- 46 -4- 51 ------------- ------------------------------------------------- 50" 72" Brown Sand -5------------------------------- 50------------------------------ -5- 51 -------------------------------------------------------------- -5- 58' - 72" 44 Brown Sand -5- 46 60" - 72" Brown Sand -6------------------------------- 49------------------------------ -6------------------- (-----------50------------------------------ -6-------------------------------42------------------------------ i -6------------,- 44------------------------------ Water Table:.48" Below Existing Grade Water Table:.38" Below Existing Grade Water Table:.42" Below Existing Grade Water Table: .44" Below Existing Grade HA-9 0 , ', HA-11 HA-12 Depth in Ft. Description of Soil Blows/ 6 in. SPT-N Value Depth in Ft. Description of Soil Blows/ 6 in. SPT-N Value Depth in Ft. Description of Soil Blows/ 6 in. SPT-N Value Depth in Ft. Description of Soil Blows/ 6 in. SPT-N Value -0- Sand with Roots (0"-4") -0- Dark Brown Sand with some -0- Brown Sand with Shell (0"-8") -0- Dark Grayish Brown Sand -^--Gray ----------------------------------------------------- Clay------------------------------------------------------------- with some Roots (0"-48") -1- Light Gray Sand (4"-52") 3 -1- 3 -1- Dark Gray Sand (8"-24") 4 - 1- 2 3 4 - 5 3 -2- 4 6 -2- 6 7 -2------------------------------------------- 6----------- 9------ -2- 3 5 Light Gray Sand (24"-561) -3- 2 -3- 3 -3- 5 -3- 3 2 5 5 3 -4------------------------------------------- 3----------- 4------- -4------------------------------------------- 6----------- 8------- -4- 5 10 -4- ------------------------------------------ 4----------- 6------- Light Brown Sand Dark Brown Sand ------------------------------------------------------------- Dark Gray Sand (48"-66") -5- 2 -5- 8 -5- Light Grayish Brown Sand 4 -5- 1 1 3 3 7 ---------------- — ------------------------ 3------------------ ------------------------------------------ 4------------------- -6- 4 5 -6- 7 14 -6- Brown Sand 4 7 -6- Brown Sand 4 7 -7- 2-7- 6 -7- 6 -7- ------------------------------------------4------------------- 7 7 Dark Brown Sand 5 --------------------------------3 - ------4-------'-'-5------- - 8- 12 - 9 13 - 8- ! Brown Sand ' -9- 3 -9------------------------------------------11------------------- -9- 8 ^9- 6 4 Dark Gray Sand 14 10 7 -10- 5 7 -10- 15 25 -10- 11 18 -10- 9 13 -11- 10 -11-------------------------------------------6------------------- -11- 8 -11- 8 8 Dark Brown Sand 7 7 12 -12- 10 18 -12------------------------------------------- 6---------- 12------- -12- 7 14 -12- 10 18 -13- 11 -13- 9 -13_ 9 9 12 9 -14------------------------------------------ 11---------- 20------- -14------------------------------------------ 15---------- 21------- -14- ----------- ------------------------------- 8---------- 17------- Water Table: 52" Below Existing Grade Water Table: 36" Below Existing Grade Water Table: 54" Below Existing Grade Water Table: 36" Below Existing Grade B-1 B-2 a KSM KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712 MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 RE.: 37293 S.I.: 860 MELBOURNE (321) 768.8488 PALM BEACH (561) 845.7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768.8488 FAX (561) 645-8876 E-MAIL KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (561) 845-8876 E-MAIL KSM®KSMENGINEERING,NET ST. LUCIE (772) 229-9093 FAX (772)589.6469 FAX (772) 589-6469 Revised: May 9, 2008 Indian River Drive -2- May 9, 2008 and Main Street Improvements Joseph W. Schulke, P.E. Shulke, Bittle & Stoddard, L.L.C. 1717 Indian River Blvd, Test Location Estimated Suite 301 (See Location) Plan) Measured High Season Vera Beach, Florida 32960 Water Table Water Table Re: City of Sebastian HA-5 48" Below Grade 42" Below Grade Indian River Drive and Main Street Improvements Sebastian, Florida HA-6 30" Below Grade 24" Below Grade KSM Project#: 7021IS HA-7 68" Below Grade 62" Below Grade Dear Mr. Schulke: HA-8 46" Below Grade 40" Below Grade As requested, hand -auger borings to a depth of 6 feet were performed for the proposed drives and parking area for the referenced project. The purpose of the hand -auger HA-9 48" Below Grade 42" Below Grade borings was to determine the subsurface conditions, existing water levels and estimate the normal wet seasonal water levels. Also, make some general recommendations as HA-10 38" Below Grade 32" Below Grade to the suitability Y of the subsurfacesoils to support the proposed pavement. Also pavement cores were performed in the existing pavement to provide data pertaining to HA-11 42" Below Grade 36" Below Grade the pavement construction. HA-12 44" Below Grade 38" Below Grade The locations of the test borings and pavement cores are indicated on the attached Location Plan. Subsurface Soil Investigation: Water Table: Twelve (12) hand -auger borings with static cone penetrometer readings were performed The following table indicates the measured water table along with our estimated normal to depths of 6 feet for the proposed roadway and parking areas. The static cone high season water table at each test location. penetrometer is a testing device utilized to obtain information concerning the relative density on natural and filled soils. During the test, a shaft with a conical point is pushed Estimated through the soil and the soil resistance measured on a calibrated gauge. The value of Test Location Measured High Season the bearing pressure exerted by the cone point allows the operator to estimate the (See Location) Plan) Water Table Water Table existing soil density. After the thrust is measured, the hole is advanced with a hand - auger in 1-foot increments to permit a continuation of measurement of relative density HA-1 28" Below Grade 22" Below Grade versus depth. HA-2 30" Below Grade 24" Below Grade HA-3 40" Below Grade 34" Below Grade HA-4 28" Below Grade 22" Below Grade KSM KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488 PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488 C.A:5693 RE.: 37293 S.1.:860 FAX 561 845-8876 T. LUCIE - FAX 561 845- 87 S L C 72 229 9093 8 6 ( ) ST. LUCIE 72 229-6469 E-MAILE-MAlL KSM�KSMENGINEERING.NET � ) ( E-MAIL KSM®KSMENGINEERING.NET � ) - FAX p72) 589-6469 FAX (772) 569-6469 Indian River Drive -4- May 9, 2008 Indian River Drive -3- May 9, 2008 and Main Street Improvements and Main Street Improvements The relationship of the static cone penetrometer reading to the relative density is listed Any soft soils or unsuitable material found should be excavated. below: Place fill material as required. The fill material shall consist of clean granular sand containing less than 8% material passing the U.S. Standard No. 200 mesh sieve. Place Relative Density Static Penetrometer Reading structural fill in loose layers of 12 inches in thickness and compact each lift with a medium weight vibrating roller to at least 95 percent of its modified dry Proctor value. Very Loose or Soft <15 Loose 15 — 40 Perform density tests at a frequency of not less than one test per 5,000 square feet per Medium Dense 40-70 lift. Dense 70+ The static cone penetrometer readings are indicated on the attached boring logs. Pavement Cores: Four (4) pavement cores were constructed in the existing roadways at the referenced Findings and Conclusions: site. The purpose of the cores was to provide data pertaining to the pavement construction. The test holes were terminated at depths of 2 feet below the top of The boring logs indicates that the subsurface soils generally consist of fine-grainea pavement. The pavement construction encountered in the investigation are as follows: sands. Static cane Penetrometer readings recorded in the hand -auger borings, indicates the Pavement Core #1, See Attached Location Plan soil density is generally loose to medium dense. 6" Asphalt For more specific information relative to the soil description, please refer to the attached 5.5" Concrete Boring Logs. Then to 24" Dark Gray Sand Based on this investigation, it appears that the subsurface soils are suitable to support Pavement Core #2, See Attached Location Plan the proposed drives and pavement areas provided that the site is properly prepared. 2.75" Asphalt 3.5" Brown Cemented Coquina Rock General Site Preparation: 6" Concrete Then to 24" Dark Gray Sand The proposed drives and pavement areas should be stripped of all grass, roots, topsoil, surface debris and any other deleterious material including any loose material from the Pavement Core #3, See Attached Location Plan existing asphalt and concrete. In these areas it will not be necessary to remove the existing pavement, both asphalt and concrete, providing the existing pavement does not 5.75" Asphalt encroach into the proposed pavement cross-section. 5.25" Concrete Then to 24" Dark Grayish Brown Sand Proofroll the exposed surface with a medium weight vibratory roller to produce a density no less than 95 percent of its modified dry Proctor value to a depth of two feet minimum. Proofrolling will help locate any soft soils not found during the test borings. KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 660 MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MAIL KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Indian River Drive -5- May 9, 2008 and Main Street Improvements Pavement Core #4, See Attached Location Plan 0.75" Asphalt 5" Brown Sand with Limerock 6.25" Gray Sand Then to 24" Light Gray Sand This report has been prepared in accordance with generally accepted soil and foundation engineering practices based on the results of the test borings and the assumed conditions. This report does not reflect any variation which may occur between the borings. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please feel free to call R p ctfully, Ron 'K , P.E. Pie I 1C06 R K:ao O W 00 a � W W U � w �ZOU � QOWmt;NV ww Sow ,nr=-iiirz�oa�a.1-v; ijww¢�Z ajOg mF- 3 plV==j�Kww3�� w z ar�c>p a - K> __ maa33w�03w:aaQ Foe E CO 0 .I W M` J a �! 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TRAFFIC ENGINEERING ' /NIERCQIV ECT 1801 27TH STREET ."" I... s \ VERO BEACH, FL 32960 EXIST. 1 (772) 226-1563.°`. ! .. �.LOOP & S NAL ASSOCIATED PHASE MOVEMENTS F-21 � F-61 1 6 Il f� 11 I\i � JI 0 la 'I �Ia �I a� I° I� I i la I I a a d I x �Gfi PS_ OL TO BE REMOVED (BY A w M/C WA VE RADAR DETECT UNl KEEP RIGHT SIGN (R4— CON !dl " ND NEW CTR/C SERVICE TO SIGNAL POLE Vie,`---- 1. MAJOR STREET IS U.S. HIGHWAY 1 AND THE MINOR STREET IS MAIN STREET �,.� ! �� 2REPLACE/ SET PULLBOXES FLUSH 2 DEWAL ND \ ° 2. SPEED LIMITS: U.S. HIGHWAY 1 - 35 MPH CONCRETE' .,! � RAMPS MAIN STREET - 30 MPH \ ,,�, � a 9�..:�--'� p 3. THE EXISTING CONTROLLER ASSEMBLY SHALL BE USED. W $TREEi °"' � \ \ \ (BY L 4- ALL SIGNAL TIMING SHALL BE PROVIDED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING, PHONE (772) 226-1547. . r M Arm HEAD 7R/C ° ..Vt � , 5. CONTRACTOR SHALL COORDINATE WITH FLORIDA POWER & LIGHT FOR ELECTRICAL SERVICE. - / y �.�--i:. LOOP \ N OVER ELEC 7, THE CONTRACTOR IS TO NOTIFY INDIAN RIVER COUNTY 48 HOURS PRIOR TO THE START OF WORK. = - ! POLE TREMOVED(B s —___ _ _ _ 8. THE CONTRACTOR SHALL USE CAUTION TO PROTECT AND MAINTAIN EXISTING UNDERGROUND CONDUITS AND CABLES„ _ - -- - 9. PAY ITEM 650-54 SHALL INCLUDE RELOCATING ONE SIGNAL HEAD AND RE -AIMING BOTH WESTBOUND DISPLAYS. - . ' . ' ' ' . . ' . ' 10. PAY ITEM 653-4 IS TO RELOCATE THE SOUTHEAST PEDESTRIAN SIGNAL TO THE BACKSIDE OF THE PROPOSED SIDEWALK - - - - ` REPLACE/RESET NEW \ _ _ = --"" - ....... PULLBOXES FLUSH W/ CONCRETE SIDEWALK AND WITHIN THE SAME GENERAL LOCATION �— ...�' ' ' ' .. ' . MPS 11. PAY ITEM 635-1-11: EXISTING PULLBOXES WILL BE REPLACED. NEW BOXES MAY BE ADJUSTED IN LOCATION AND GRADE _ �- I TO ACCOMODATE NEW SIDEWALK AND CURB CONSTRUCTION. INCLUDE COST OF CONDUIT MODIFICATIONS NECESSARY AT EACH PULLBOX IN THE COST OF THE PULLBOX. 1 12. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT DEPICTING ANY CHANGES TO THE WORK. I. I I � 13. COORDINATE CONSTRUCTION SHOWN ON THIS PLAN WITH MAIN STREET & S.R.5 IMPROVEMENT PLANS BY OTHERS. I. 14. FINAL ACCEPTANCE OF THE INSTALLATION WILL BE BY I.R.C. TRAFFIC ENGINEERING, AND ALL SUBMITTALS ARE SUBJECT ...... ...... I................. TO IT'S APPROVAL, AND INSTALLATION SHALL BE INSPECTED BY I.R.C. TRAFFIC ENGINEERING. 15. THE CONTRACTOR SHALL PROVIDE A CERTIFIED I.M.S.A. INSPECTOR TO PERFORM ALL SIGNAL INSPECTIONS AND COMPLETE STANDARD F.D.O.T. SIGNAL INSPECTION REPORT FORMS, CERTIFIED TO I.R.C. TRAFFIC ENGINEERING AND CERTIFIED TO THE ENGINEER. 16. THE CONTRACTOR REQUIRES A60 DAY BURN IN PERIOD, WHERE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNAL EQUIPMENT, INCLUDING EMERGENCY CALL OUTS; AND THE CONTRACTOR REQUIRES A ONE (1) YEAR WARRANTY ON ALL EQUIPMENT AND MATERIALS. I TABULATION OF QUANTITIES BID ITEM NO. DESCRIPTION UNIT QUANTITY 630-1-12 CONDUIT UNDERGROUND (2" SCH 40 GRAY) LF 247 635-1-11 PULL BOX EA 13 650-54 RELOCATE SIGNAL HEAD AS 1 653-4 RELOCATE PEDESTRIAN SIGNAL AS 2 660-2-106 LOOP ASSEMBLY 46 AS 2 639-1-23 ELECTRICAL POWER SERVICE AS 1 639-2-1 ELECTRICAL POWER SERVICE WIRE LF 534 690-100 MISC. REMOVAL: REMOVE EXISTING SERVICE AS 1 630-1-11 ABOVE GROUND CONDUIT LF 40 685-160 MICROWAVE RADAR DETECTOR UNIT — ACCYWAVE 150 LX EA 1 j I I TRAFFIC VOLUMES POLE TABULATION LOOP: DETECTOR CONNECTION DETECTOR DETECTOR ICONNECTED CONNECTED TO I 635 929 UPPER LOWER UPPER LOWER LOWER ROAD DEPTH UNIT NO, OPERATI❑N TO LOOP TIMING FUNCTION POLE TIE-IN TIE-IN SPAN POLE TIE-IN TIE-IN TIE-IN CROWN BELOW TYPE CLASS 195 23 I.D. TO TO LENGTH TO TO TO TO GROUND 1 NORMAL L8 TF4 77 537 21 711 TOP OF TOP OF GROUND GROUND CROWN GROUND 140 10 POLE POLE LEVEL LEVEL LEVEL LEVEL )KREMAINING LOOPS AS EXISTING 153 4 ! 291 39 38 57 235 19 33 78 j 99 15 76 35� 69 629 15 87 964 23 713 1 1074 i A . PEAK H❑UR P,M, PEAK H❑UR � I' T❑TAL=1696 T❑TAL=2316 1 5/8/08 REVISED EAST LEG PER CITY OF J.A. DATES 7/24/07 DATEi 7/24/07 SEBASTIAN MAIN ST. PROJECT TIMES 8100 AM - 9100 AM TIMEi 4100 PM - 5+00 PM NO, DATE REVISIONS BY APP. NO. DATE ® (BYE s53-4 Indian River County SIGNALIZATION PLAN MAIN STREET & U.S.1 CITY OF SEBASTIAN ASSISTAINT PUBLIC WORKS DIRECT❑R DATE NAME i DATE SCALE CONTRACT NO. DRAWN BY, 1 11 =n0' REVISIONS BY APP, CHECKED BYi J.A, 05/12/08 DRAWING NUMBER L11 W ONAL SITE ELECTRICAL PLAN VIEW 1°=500' SYMBOL LEGEND (NOT ALL SYMBOLS WILL APPLY TO THIS PROJECT) SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® CEILING JUNCTION BOX SWITCHBOARD, POWER PANl1BOARD FO WALL JUNCTION BOX DUPLEX RECEPTACLE OUTIET T� LIGHTING PANt1B0ARD SINGLE RECEPTACLE OUTLET T TRANSFORMER DOUBLE DUPLEX RECEPTACLE OUTLET 301� NON -FUSIBLE SAFETY SWITCH (NUMBER INDICATES SWITCH SIM Gm WP GROUND FAULT CIRCUIT INTERRUPTER D� WITH WEATHERPROOF FUSED SARM FETY ,OUTLET SRUIS� INDICATE SPLIT WIRED DUPLEX RECEPTACLE 40/60� COMBINATION MAGNETIC STARTER 20 AND CIRCUIT BREAKER ((j�TG `I j' DUPLEX ISOLATED GROUND 2 - INDICATES NEMA STARTER SIZE 20 - INDICATES CIRCUIT BREAKER V SPECIAL PURPOSE oun Er - USE SUBSCRIPT TO IDENTIFY TRIP TYPE IN SPECS (� T MAGNETIC STARTER �A FLOOR RECEPTACLE oun.Er USE SUBSCRIPT TO IDENTIFY ^/ /V 2 MOTOR N ) (UMBER INDICATES HP TYPE IN SPECS A DUPLEX RECEPTACLE OUTLET �S OCCUPANCY SENSING SWITCH USE SUBSCRIPT TO IDENTIFY TYPE IN SPECS Pfl PHOTOCELL c SINGLE POE SWITCH - USE SUBSCRIPT TO DESIGNATE REMOIE CONTROL SWITCH CONTROL OF PARTICULAR OUTLETS 6 POLE. 30 AMPS $2 DOUBLE POLE SWITCH O MOUNTED LUMINAlRE $CEILING 3 THREE-WAY SWITCH $4 . FOUR-WAY SWITCH Q WAIL MOUNTED LUMINAIRE $ WEATHERPROOF SWITCH � SINGLE OR DOUBLE WALL MOUNT FLOOD KEY OPERATED swTICH $D DIMMER SWITCH HOMERUN CONDOR GROUND $LV LOW VOLTAGE SWITCH WITH PHASE R-XX COIL DESIGNATOR swnx HED $0 NEUTRAL GANG MOUNTED OCCUPANCY SENSOR ISOLATED GROUND NOTES RELOCATE EXISTING H❑FFMAN 1 ENCLOSURE TO P2 L❑CATI❑N SEE DETAIL FOR INSTALLATI❑N 2 AND OF EQUIPMENT IN H❑FFMAN ENCLOSURES AND M❑UNTING OF STRUCTURE, INSTALL LIGHTING CONTACTOR 3 PANEL IN ENCLOSURE AND WIRE PER DETAIL DRAWING. ONLY RUN C❑NDUIT TO FUTURE 4 BATHROOM. INSTALL IN JUNCTION BOX, INSTALL PULL STRING AND WAX SEAL, RELOCATE EXISTING MARKED 5 LIGHT FIXTURES TO NEW L❑CATI❑NS. (SEE LIGHITNG SCHEDULE) ALL CONDUITS FROM UNTILITY 6 POWER TO LOADS ARE TO BE INSTALLED UNDERGROUND, INSTALL LV TRANSFORMER IN 7 ENLC❑SURE AND PLUG INT❑ RECEPTACLE, HARDWIRE OUT T❑ LIGHT FIXTURES Albert B Jenks, Jr. PE# 65050 WIRINGS METHODS & MATERIALS THE NATIONAL AND LOCAL ELECTRIC AND BUILDING CODES, AND THE ELECTRICAL REQUIREMENTS AS ESTABLISHED BY THE STATE AND LOCAL FIRE MARSHAL, AND RULES AND REGULATIONS OF THE POWER COMPANY SERVING THE PROJECT, ARE HEREBY MADE PART OF THIS SPECIFICATION. SHOULD ANY CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT. EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). CONTRACTOR TO INSTALL' A COMPLETE ELECTRICAL SYSTEM FOR LIGHT AND POWER FROM THE POINT s OF SERVICE OF THE POWER COMPANY TO AND THROUGH THE MAIN SERVICE DISCONNECT, DISTRIBUTION PANELS, AND BRANCH PANELS. INCLUDING ALL OUTLETS, DEVICES AND EQUIPMENT { FURNISHED BY OTHERS AS MAY BE REQUIRED. UNTIL WORK 1S COMPLETE, COST OF ALL POWER CONSUMED DURING CONSTRUCTION SHALL BE PAID BY THE ; PARTY DESIGNATED BY THE PRIME CONTRACTOR. CONTRACTOR MUST COORDINATE WITH UTILITY FOR INSTALLATION OF METER. PROVIDE AND MAINTAIN A CLEAR WORKING SPACE ABOUT ELECTRIC EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 110.26 AND 110.34. AND TO BE PROPERLY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. PROVIDE CIRCUIT BREAKERS WITH UL LISTED INTERRUPTING RATING (RMS SYMMETRICAL AMPERES) GREATER THAN THE AVAILABLE FAULT CURRENT SHOWN ON THE ELECTRICAL ONE —LINE DIAGRAM. ALL SUB —FEED BREAKERS ALLOWED TO BE SERIES RATED AT 10KA BOND RACEWAYS AND THE FRAMES AND ENCLOSURES OF MOTORS, BREAKERS, SWITCHES, AND OTHER ELECTRICAL EQUIPMENT TO THE BUILDING GROUNDING SYSTEM. INSTALL AN INSULATED EQUIPMENT GROUND CONDUCTOR IN EACH RACEWAY', OR CONDUIT. ONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION OF TELEPHONE SYSTEM INCLUDING I RACEWAYS, CABINETS, PULL BOXES AND OUTLETS. IDENTIFY NEW BRANCH CIRCUITS AT THE PANEL AND AT THE LOAD OUTLET, RECEPTACLE AND SWITCH. IDENTIFY THE PURPOSE OF INDIVIDUAL CIRCUIT BREAKERS, SAFETY SWITCHES AND MOTOR STARTERS BY MEANS OF NAMEPLATES AS INDICATED. ROUTE CONDUITS TO SUIT EQUIPMENT AND BUILDING STRUCTURE. CONDUIT FOR ABOVE GRADE SHALL BE "IMC", "RMC" OR "EMT". LIMIT THE USE OF ELECTRICAL METALLIC TUBING (EMT) TO AREAS WHERE IT WILL NOT BE SUBJECT TO PHYSICAL DAMAGE OR CORROSION. USE INTERMEDIATE METAL CONDUIT (IMC) OR RIGID METAL CONDUIT (RMC) FOR WORK EMBEDDED IN CONCRETE OR EXPOSED TO PHYSICAL DAMAGE. USE MINIMUM 3/4 INCH CONDUIT EXCEPT AS FOLLOWS:1/2" CONDUIT MAY BE USED FOR 20 AMP , GENERAL LIGHT AND POWER CIRCUITS AND FOR CONTROL CIRCUITS; 3/8" 4 FLEXIBLE METAL CONDUIT MAY BE USED TO CONNECT LIGHT FIXTURES IN SUSPENDED CEILINGS. USE LIQUID —TIGHT FLEXIBLE METAL CONDUIT FOR FLEXIBLE CONNECTIONS TO EQUIPMENT IN MECHANICAL ROOMS OR OUTDOORS. MC CABLE MAY BE USED FROM "J—BOXES" IN CEILING TO SWITCHES AND RECEPTACLES. SEAL AROUND CONDUIT PENETRATIONS THROUGH INTERIOR WALLS AND FLOORS SEPARATING AREAS TO RESTORE SEAL PENETRATIONS THROUGH ROOF AND EXTERIOR WALLS TO MAKE WATERPROOF. REQUEST INSPECTION OF FIRE SEALS BY ELECTRICAL INSPECTOR FROM AUTHORITY HAVING JURISDICTION BEFORE AND AFTER PLACEMENT OF FIRE SEAL MATERIALS. USE. 12 .AWG OR LARGER CONDUCTORS FOR POWER WIRING.. USE 14 AWG STRANDED CONDUCTORS FOR CONTROL WIRING UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS. USE ONLY COPPER CONDUCTORS ON CIRCUITS 600V AND LESS. CONDUCTORS 10 AWG AND SMALLER SHALL BE SOLID AND 8 AWG AND LARGER AWG SHALL BE STRANDED. PROVIDE TYPE THHN/THWN WIRE INSULATION; XHHW, INSULATION MAY BE USED FOR 1 AWG AND LARGER. USE THE FOLLOWING CONDUCTOR COLOR CODES: PHASE A 208YZ120 VOLT 480Y/277 VOLT BLACK BROWN PHASE B REDI ORANGE PHASE C BLUE YELLOW NEUTRAL WHITE GRAY EQUIP. GROUND GREEN GREEN ISOLATED GROUND SHALL BE GREEN WITH YELLOW TRACER. ARRANGE CONNECTIONS FOR SINGLE PHASE CIRCUITS TO ACHIEVE THREE PHASE LOAD BALANCE WITHIN 20% OF THE AVERAGE PHASE LOAD CURRENT. TEST CONDUCTORS FOR CONTINUITY AND FREEDOM FROM SHORTS AND UNINTENTIONAL GROUNDS. KEEP JOB SITE IN I' AN ORDERLY CONDITION AND AT PROJECT COMPLETION, i REMOVE ALL WASTE. IF DIRECTED BY THE ARCHITECT THE CONTRACTOR SHALL WITHOUT EXTRA CHARGE, MAKE REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON DRAWINGS OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE FURNISHED, DELIVERED AND INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. WITH SUBMISSION OF BID, THE , ELECTRICAL CONTRACTOR SHALL GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS OR APPARATUS BELIEVED INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES; AND ANY NECESSARY ITEMS OR WORK OMITTED. IN THE ABSENCE OF SUCH WRITTEN NOTICE, IT IS MUTUALLY AGREED THE CONTRACTOR HAS INCLUDED THE COST OF ALL REQUIRED ITEMS IN HIS PROPOSAL, AND THAT HE WILL BE RESPONSIBLE FOR THE APPROVED SATISFACTORY FUNCTIONING OF THE ENTIRE SYSTEM WITHOUT EXTRA COMPENSATION. I � NOTE. TO THE BEST OF THE ENGINEERS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 2004 FLORIDA BUILDING CODE FRCEVEN � SUPPLEMENT �FBOCNj 005 NEC, AND THE FLORIDA FIRE REVISIONS DATE TITLE DRAWN JABJ TREASURE COAST CITY OF ENGINEERING SEBASTIAN CHECKED ABJ your Electrical Design Consultant INDIAN RIVER DATE 06/09/08 Treasure Coast Engineering, Inc. DwG N0,08212008ABJ1 CA#27181 492513th Lane, Vero Beach, FL 32966 SCALEINONE FsHEETE-1 OF3 772-567-1007www.tce.eng.pro LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL INPUT VOLTS NOTE 1 QUANTITY WATTS A (1) 10OW MH HADCO 42" PEDESTRIAN BOLLARD LIGHT ELECTRONIC SEE PEDESTRIAN CF73 105 120V 1 P 2W 8 A BOLLARD LIGHT DETAILS B (1) 9OW PAR38 WWW.AMERICANFLAGSTORE.COM FLAGPOLE MAGNETIC SEE FLAGPOLE IGCOMLGTO1 150 120V I 2W 1 UPLIGHT UPLIGHT DETAIL C (1) 3W SPJ LIGHTING TURTLE PROTECTION 42" ELECTRONIC SEE PEDESTRIAN SPECIAL- 5 12V 1P 2W FED BY 12V 25 PEDESTRIAN BOLLARD LIGHT BOLLARD LIGHT SPJ12-07-RAW BRASS LANDSCAPE O DETAILS TRANSFORMER. TAP TRANSFORMER AT 15V D (1) 150W HIPS HADCO 150W HPS STREET LAMP (NEW) ELECTRONIC SEE STREET R54BANN1 AGG150S240V 167 240V 2P 2W 11 + LIGHT DETAILS E (1) 150W HIPS EXISTING STREET LIGHT TO REMAIN ELECTRONIC SEE STREET R54BANN1 AGG15OS240V 167 240V 2P 2W 22 LIGHT DETAILS F (1) 150W HIPS EXISTING STREET LIGHT TO BE RELOCATED ELECTRONIC SEE STREET R54BANN1 AGG150S240V 167 240V 2P 2W LOOK FOR NOTE WITH 7 - LIGHT DETAILS RELOCATE AND USE AS LIGHT. G (1) CFL EXIST 13W CFL ELECTRONIC WALL 13 120V 1P 2W EXIST DOCK LIGHT TO 35 REMAIN. ONLY NEEDS TO BE RECIRCUITED FEEDER SCHEDULE FEEDER AMPS CONDUIT AND FEEDER FEEDING THESE DEVICES 20 1/2-C, 1 #12, #12N, #1213 T1 60 3 f eC, 3#6, 112N, #1 OG LS 100 1;;1 /40C, 2#2, #2N, #8G P2 200 2"C, 3#3/0, #3/ON M. P1 SIZING METHOD: COPPER, 60'C #12 THROUGH #1, 75'C 1/0 AND ABOVE EMT 085PF l I' ii FAULT CURRENT SCHEDULE li LOCATION AIC RATING FAULT FEEDER LENGTH TRANSFORMER KVA Z % FAULT AT PRIMARY FPL-UTIL 22,000 13,489 112.5 2 UTILITY LS 10,000 851 296' M 22,000 4,311 249' P1 22,000 4,188 11' P2 22,000 1,422 293' EQUIPMENT SCHEDULE �I CALLOUT SYMBOL FULL SHORT VOLTS POLES AMPS KVA HP LOAD BREAKER CIRCUIT NOTE 1 CUSTOM PANEL WIRE CALLOUT LOAD TYPE DEMAND 7ALCULATEL VOLTS VOLTAGE DESCRIPTION FACTOR LOAD FUTURE 240/120V 240/120V 240/120 2 11.45 1.09 1/2 HP MOTOR: 1/2 HP 20/2 P1-23,25 FUTURE RESTROOM FUTURE RESTROOM 1/2"C,2#12,#12N,#12G MOTOR, LIGHTING, 1.25, 1 2.75 RESTROOM ® 2P 3W 2P LIGHTING: 0.78 KVA INSTALL CONDUIT TO RECEPTACLE RECEPTACLE: 0.31 KVA PULL BOX ONLY. it IRRIGATION 240/120V 240/120V 240/120 2 22.55 0.25 3 HP MOTOR: 3 HP 30/2 P2-5,7 IRRIGATION PUMP 1/2"C,2#10,#10N,#10G MOTOR, CONTINUOUS 1.25 5.41 PUMP 2P 3W 2P CONTINUOUS: 0.25 KVA JI LIFT ® 240V 3P 240V 3P 240 3 27.6 7.5 HP MOTOR: 7.5 HP 30/3 LS-7,9,11 SEE ABS PUMP DETAIL LIFT STATION 1/2"C,3#10,#1OG MOTOR 1.25 11.46 STATION 3W DRAWING LIFT ® 240V 3P 240V 3P 240 3 2_6 7.5 HP MOTOR: 7.5 HP 30/3 LS-1,3,5 SEE ABS PUMP DETAIL LIFT STATION 1/2"C,3#10,#10G MOTOR 1.25 11.46 STATION 3W DRAWING TI ROOM VOLTS 12V 1P 2W AIC 10,000 MOUNTING FLUSH BUS AMPS 200 MAIN BKR MLO FED FROM P1 NEUTRAL 100% LUGS STANDARD NOTE HADCO TSS644-15 OR EQUAL, SET TAP AT 15V, MAX 30OW PER TAP. INSTALL RECEPTACLE TO PLUG IN. CKT KVA LOAD BREAKER # CIRCUIT DESCRIPTION TRIP POLES COND. FEEDER RACEWAY AND CONDUCTORS A B 1 LIGHTING 0.05 20/1 CU 3/4"C,1 #4,#4N,#BG 2 LIGHTING 0.07 20/1 CU 3/4"C,1 #4,#4N,#SG TOTAL CONNECTED KVA BY PHASE 0.12 0 CONN. KVA CALC. KVA CONN. KVA CALC. KVA LIGHTING 0.12 0.15 (1257) CONTINUOUS 0 0 (125%) LARGEST MOTOR 0 0 (1257) HEATING 0 0 (100%) OTHER MOTORS 0 0 (1007.) NONCONTINUOUS 0 0 (1007.) RECEPTACLES 0 0 (507.>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 0.12 0.15 BALANCED PHASE AMPS 12.5 FPL-U TI L 240/120V 3P 4W NEW FPL POLE M UNDERGROUND CONDUIT UNDERGROUND CONDUIT 02"C,,3#3/0,#3/ON 3/4"C,3#6,#12N,#10G 1-1/4"C,2#2,#2N,#8G 2"C,3#3/0,#3/ON UNDERGROUND CONDUIT 60A ) 1OOA ) 200A LS P2 P1 240/120V 3P 4W 240/120V 2P 3W 240/120V 3P 4W l UTILITY TRANSFORMER �j (DELTA-WYE CONNECTION) LL �! ANNOT BE SMALLER THAN NEC TABLE 250.66 I� 11 it #3/0 4 3 0 i GROUND NEUTRAL SERVICE ENTRANCE �I EQUIPMENT II �I #6 j#6 l { l SERVICE ENTRANCE GROUNDING SYSTEM DETAIL SCALE: NONE I 0 VOLTAGE DROP SCHEDULE I LOCATION VOLTAGE DROP FEEDER 1 FEEDER 2 MAX. BRANCH CIRCUIT TOTAL LS 6.74% --- 6.74% P1 1.67% j 3.857. (CKT 1,3) 5.52% P2 3.387. 1.05% (CKT 1) 4.43% Ti 2.247. 5,287. (TAP 1) 7.527a Panel ROOM VOLTS 240/120V 3P 4W AIC 22,000 MOUNTING SURFACE BUS AMPS 200 MAIN BKR 200 p 1 FED FROM M NEUTRAL 100% LUGS STANDARD NOTE Q0330MQ2OORB- INSTALLED WITH A DELTA HIGH -LEG CKT CKT LOAD CKT CKT LOAD # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 20/2 3.01 LIGHTING a 2 20/2 3.01 LIGHTING 3 ( b 4 1 5 20/2 0.1 LIGHTING CONTACTOR c 6 20/1 0.455 DOCK LIGHTING 7 1 a 8 20/1 1.2 CONV. RECEPTACLE 9 20/1 0 SPACE b 10 20/1 0 SPACE 11 20/1 0 SPACE c 12 100/2 7.29 PANEL P2 13 20/1 0 SPACE a 14 1 15 20/1 0 SPACE b 16 20/1 0 SPACE 17 20/1 0 SPACE c 18 20/1 0 SPACE 19 20/1 0 SPACE a 20 20/1 0 SPACE 21 20/1 0 SPACE b 22 20/1 0 SPACE 23 20/2 2.26 FUTURE RESTROOM c 24 20/1 0.12 XFMR T1 25 1 a 26 60/3 20 PANEL LS 27 20/1 0 SPACE b 28 29 20/1 0 SPACE c 30 CONN. KVA CALC. KVA CONN. KVA CALL. KVA LIGHTING 9.02 11.3 (1257.) CONTINUOUS 0.95 1.19 (1257.) LARGEST MOTOR 9.17 11.5 (1257.) HEATING ` 0 0 (1007.) OTHER MOTORS 14.4 14.4 (1007.) NONCONTINUOUS ? 0 0 (1007) RECEPTACLES 3.91 3.91 (50%>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 37.5 42.3 BALANCED THREE PHASE AMPS 102 PHASE BALANCE PERCENT: PHASE A 119% PHASE B 75.5% PHASE C 105% INSTALL IN HOFFMAN SS ENCLOSURE WITH LIGHTING CONTACT PER DETAIL Panel ROOM VOLTS 240/120V 2P 3W AIC 22,000 P 2 MOUNTING FED FROM SURFACE BUS AMPS-100 MAIN P1 NEUTRAL 100% LUGS BKR -100 --- STANDARD _ NOTE QO112M100RB CKT CKT LOAD KT CKT LOAD # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 20/1 0.84 LIGHTING ! a 2 20/1 0.15 LIGHTING 3 20/1 0.1 LIGHTING CONTACTOR j b 4 20/2 0.668 LIGHTING 5 30/2 4.33 IRRIGATION PUMP c 6 1 7 ( a 8 20/1 1.2 CONV RECEPTACLE 9 20/1 0 SPACE b 10 20/1 0 SPACE 11 20/1 0 SPACE c 12 20/1 0 SPACE 13 20/1 0 SPACE a 14 20/1 0 SPACE 15 20/1 0 SPACE b 16 20/1 0 SPACE CONN. KVA CALC. KVA i CONN. KVA CALC. KVA LIGHTING 1.66 2.07 (125%) CONTINUOUS 0.35 0.438 (1257) LARGEST MOTOR 4.08 5.1 (1257) HEATING 0 0 (1007) OTHER MOTORS 0 0 (1007) NONCONTINUOUS 0 0 (100%) RECEPTACLES 1.2 1.2 (507.>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 7.29 8.81 BALANCED THREE PHASE AMPS 36.7 PHASE BALANCE PERCENT: PHASE A 95.7% PHASE B 104% PHASE C 0%, INSTALL IN HOFFMAN SS ENCLOSURE WITH LIGHTING CONTACT PER DETAIL Panel ROOM VOLTS 240/120V 3P 4W AIC 10,000 MOUNTING SURFACE BUS AMPS 60 MAIN BKR 60 LS FED FROM P1 NEUTRAL 100% LUGS STANDARD NOTE SUPPIED BY ABS CKT CKT LOAD CKT CKT LOAD # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 30/3 9.17 LIFT STATION a 2 20/1 0.5 CONTROL POWER 3 b 4 - 20/1 0 SPACE 5 c 6 20/1 1.2 RECEPTACLE 7 30/3 9.17 LIFT STATION a 8 20/1 0 SPACE 9 ( b 10 20/1 0 SPACE 11 'I c 12 20/1 0 SPACE CONN. KVA CALC. KVA CONN. KVA CALC. KVA LIGHTING 0 0 (1257) CONTINUOUS 0.5 0.625 (1257) LARGEST MOTOR 9.17 11.5 (125%) HEATING 0 0 (1007.) OTHER MOTORS 9.17 9.17 (100%) NONCONTINUOUS 0 0 (1007.) RECEPTACLES 1.2 1.2 (507.>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 20 22.5 BALANCED THREE PHASE AMPS 54.1 PHASE BALANCE PERCENT: PHASE A 98.9% PHASE B 91.3% PHASE C 110% NOTE: TO THE BEST OF THE ENGINEERS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 20D4 FLORIDA BUILDING CODE (FBC), 2006 SUPPLEMENT FBC, 2005 NEC, AND THE FLORIDA FIRE PREVEN11ON CODE (1ST EDITION) r sl �1 \ \ \ UILDING ..... \\ : \ \\ \ \ \<i....... \ \ \ .. \ .� ,K�� i ,\ <r ii I Z . �K \ •`r\\ „ crL 1 ` \: ' y � ° ' �� ` rr_r• rr_ ter_ r NOTE: - ALL LANDSCAPED AREAS TO BE FULLY IRRIGATED WITH AN AUTOMATIC SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP MINIMUM. — ALL IRRIGATION SHALL BE DESIGNED TO AVOID SURFACE RUNOFF, OVERSPRAY OR SIMILAR CONDITIONS WHERE WATER FLOWS ONTO ADJACENT PROPERTY, NON —IRRIGATED AREAS, WALKS, ROADWAYS OR STRUCTURES. - IRRIGATION SYSTEMS SHALL USE DRIP, TRICKLE, LOW FLOW SPRINKLER HEADS OR OTHER RECOGNIZED METHOD OF LOW VOLUME, HIGH EFFICIENCY IRRIGATION AND SHALL BE DESIGNED TO APPLY WATER UNIFORMLY OVER THE IRRIGATED AREA. - EXOTIC VEGETATION TO BE HAND —CLEARED AND SPRAYED WITH APPROVED HERBICIDE. - CABBAGE PALMS NOT USED FOR TRANSPLANTING AS PER PLAN THAT ARE IN THE WAY OF CONSTRUCTION TO BE TRANSPLANTED ADJACENT TO INDIAN RIVER DRIVE. QUANTITIES TO BE VERIFIED BY LANDSCAPE CONTRACTOR. LOCATIONS TO BE DETERMINED BY CITY OF SEBASTIAN AND LANDSCAPE ARCHITECT. Neill MATCHLINE i ....., .<... _ .. . •.. , ., t.. •x ..;:-s .. .: 'Se .y x. •` Oil i •...t ..?<> ..., �.:.. `I V o� \ T.O.B. EXISTING PALMS \ TO REMAIN - TYP. �WF--13 \ \\ — 20' 27 . 16' e� MEAN HIGH P- 5 SBA \N 39 WETLAND LINE 20' \ PROPOSED ROPE/RAIL FENCE - TYP. "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." LANDSCAPE PLAN SCALE: I "=20' DRAWN BY: WED/CAK DRAWING #: 2008-07-18_LP_1407.I.dwg FILE #: 1407.1 DATE: 04/21/2008 o 10, 20S H E E T # SCALE: V = 20'-0" LPm I MATCHLINE .4 D �v \\ \ v.A\ \ \, Ar" ... \<. • A\\\ ... ............ ............ \\\\ .................................................. \ . 311:5 NOTE: - ALL LANDSCAPED AREAS TO BE FULLY IRRIGATED WITH AN AUTOMATIC SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP MINIMUM. - ALL IRRIGATION SHALL BE DESIGNED TO AVOID SURFACE RUNOFF, OVERSPRAY OR SIMILAR CONDITIONS WHERE WATER FLOWS ONTO ADJACENT PROPERTY, NON -IRRIGATED AREAS, WALKS, ROADWAYS OR STRUCTURES. - IRRIGATION SYSTEMS SHALL USE DRIP, TRICKLE, LOW FLOW SPRINKLER HEADS OR OTHER RECOGNIZED METHOD OF LOW VOLUME, HIGH EFFICIENCY IRRIGATION AND SHALL BE DESIGNED TO APPLY WATER UNIFORMLY OVER THE IRRIGATED AREA. - EXOTIC VEGETATION TO BE HAND -CLEARED AND SPRAYED WITH APPROVED HERBICIDE. - CABBAGE PALMS NOT USED FOR TRANSPLANTING AS PER PLAN THAT ARE IN THE WAY OF CONSTRUCTION TO BE TRANSPLANTED ADJACENT TO INDIAN RIVER DRIVE. QUANTITIES TO BE VERIFIED BY LANDSCAPE CONTRACTOR. LOCATIONS TO BE DETERMINED BY CITY OF SEBASTIAN AND LANDSCAPE ARCHITECT. _171 TOM is ;I ii I li i it �i �i ]i it {� I i� Ii i i i; ii I I EXIST. PICNIC MILLIONS �- PROPOSED ROPE/RAIL FENCE - TYP. PROPOSED BOLLARD LIGHTS - TYP. U MEAN HIGH ' WATER LINE \ WETLAND LINE PROPOSED TRASH RECEPTACLE - TYP. WF-1 f \ f \ i wF EXISTING PALMS \ TO REMAIN - TYP. a � � a� o F 7 I \ WF-6 \\ \ WF-4 \ WF-3 IL Z � v) g QWW Q1: V) wU-° z> 0 0 dS �u_ u z CL a w�Oa L.0 w p N � > a z �CL Lu Q CL "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." LANDSCAPE PLAN SCALE: I I EXIST. PICNIC MILLIONS �- PROPOSED ROPE/RAIL FENCE - TYP. PROPOSED BOLLARD LIGHTS - TYP. U MEAN HIGH ' WATER LINE \ WETLAND LINE PROPOSED TRASH RECEPTACLE - TYP. WF-1 f \ f \ i wF EXISTING PALMS \ TO REMAIN - TYP. a � � a� o F 7 I \ WF-6 \\ \ WF-4 \ WF-3 IL Z � v) g QWW Q1: V) wU-° z> 0 0 dS �u_ u z CL a w�Oa L.0 w p N � > a z �CL Lu Q CL "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." LANDSCAPE PLAN SCALE: 1 "=20' DRAWN BY: WED/CAK DRAWING #: 2008-10-03_LP 1407.I.dwg FILE #: 1407.1 DATE: 04/21 /2008 L.D.S PROJECT SCHEDULE DATE APPROVAL NOTES 06102I08 1 1C.O.S. COMMENTS S H E E T # .-A NOTE: - ALL LANDSCAPED AREAS TO BE FULLY IRRIGATED WITH AN AUTOMATIC SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP MINIMUM. - ALL IRRIGATION SHALL BE DESIGNED TO AVOID SURFACE RUNOFF, OVERSPRAY OR SIMILAR CONDITIONS WHERE WATER FLOWS ONTO ADJACENT PROPERTY, NON -IRRIGATED AREAS, WALKS, ROADWAYS OR STRUCTURES. - IRRIGATION SYSTEMS SHALL USE DRIP, TRICKLE, LOW FLOW SPRINKLER HEADS OR OTHER RECOGNIZED METHOD OF LOW VOLUME, HIGH EFFICIENCY IRRIGATION AND SHALL BE DESIGNED TO APPLY WATER UNIFORMLY OVER THE IRRIGATED AREA. - EXOTIC VEGETATION TO BE HAND -CLEARED AND SPRAYED WITH APPROVED HERBICIDE. - CABBAGE PALMS NOT USED FOR TRANSPLANTING AS PER PLAN THAT ARE IN THE WAY OF CONSTRUCTION TO BE TRANSPLANTED ADJACENT TO INDIAN RIVER DRIVE. QUANTITIES TO BE VERIFIED BY LANDSCAPE CONTRACTOR. LOCATIONS TO BE DETERMINED BY CITY OF SEBASTIAN AND LANDSCAPE ARCHITECT. SCH FIC 25 18 KI RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." LANDSCAPE PLAN SCALE: 1 /8"=1'-0" DRAWN BY: WED/CAK DRAWING #. 2008-10-03_LP 1407.I.dwg FILE #: 1407.1 r'tA-re...---- L.D.S PROJECT SCHEDULE I DATE I APPROVAL I NOTES S H E E T # I P3 PALM P NTS. NOTE: For sabals, tie branches together with twine Wire or metal band Burlap wrap 3 Blocked braces of new, clear lumber to support all clear trunk palms (use 20d nails) Bermed saucer with 3" layer of Melaleuca mulch (extended beyond berm) Finished grade Wood stake in suitable size & length to hold braces. Sand and peat moss I mixture- 1:1 ratio CANTING DETAIL TREE PLANTING DETA 3" Shredded Melaleuc mulch. 3" Tree well - (earth berm) Remove burlap from III I I III I top 1 /3 of rootball. I IIII 6" I I I I( Raise base of rootball I _ I above existing I I I I III_ ground level. Approved soil mix -III _III (check with Land- --I P PeAm Architect for SHRUB PLANTING DETAIL NTS. Never cut terminal leader Note: Thin branches & foliage as directed by Landscape Architect. 6 Strand galv. wire j encased in 3/4" round rubber hose. Locate above first lateral branch 4" Galv. turnbuckle with 6 strand galv. guy wire. (3 guys/tree) 3" shredded Melaleuca mulch 3" tree well (earth berm) Remove burlap from top III 1 /3 of rootball. Raise rootball 2" above II existing soil. I(2"x 2"x 30" hardwood stake Approved soil mix (check with Landscape Architect - I/2A for mix) i IL SPACING "D" ROW "A" PLANT SPACING CHART 6" O.C. 5.2" ° ° 8" O.C. 6.93" 0 loll O.C. 8.66" 12" O.C. 10.4" D" D" A.. 18" O.C. 15.6" i7 24" O.C. 20.8" D" 30" O.C. 26.0" 0 0 0 — ° 30" O.C. 31,2" Notes: Remove existing vegetation at direction of Landscape Architect. 48" O.C. 41.6" See plant schedule for plant type, size, and spacing. Substitution of plant species is at the discretion of the Landscape Architect only. NTS. GROUNDcovER oL I AIL WATER/SEWER SERVICE CONCRETE SIDEWALK NTS. H a 5' MIN. SEPARATION NN ROO BARRIER IrVARI ES � T MIN. FROM BACK f WA ERISEWER SERVICE OF CURB TO CENTER OF TREE I ' 7.5' EDGE OF PAVEMENT 2' F ITYI IE CURB *IF A TREE IS INSTALLED WITH LESS THAN 10' OF SEPARATION FROM A WATER MAIN OR SERVICE AND/OR A SEWER MAIN OR SERVICE, THE CONTRACTOR SHALL INSTALL A ROOT BARRIER. THE BARRIER SHALL BE 15' IN LENGTH CENTERED ON THE TRUNK AND INSTALLED PARALLEL TO THE UTILITY WITH A MINIMUM 5' HORIZONTAL SEPARTION. 42' 3" of shredded melaleuca mulch placed between plants above existing soil level. 2" of 1 /4" mulch pla- ced on top of tilled soil. Till 2%4" into previously tilled soil. Level to finish grade by hand raking. Till soil to a minimum depth of 4" below existing soil level. Existing soil. i i g .... ...a L % r ,.L . ., a.ev • . 4.i. ` .F-`i`i QO N Wj O co Lo O OVE LL LANDSCAPE SCHEDULE RA . ob U (D U-1 ", •— O elo NATIVE QTY CODE BOTANICAL NAME COMMON NAME SIZEI & REMARK U Q m ;i TREES ;J Q a- o * 6 ': co IC Ilex cassine Dahoon Holly B&LO B; 8' Ht.. x 4' Spr., 5' ct., 1.5" dbh. 4) I— oO 2 IL Ilex attentuata "East Palatka" East Palatka Holly B&B; 8' Ht.. x 8' Spr., strong Q-- O N columnar form, full to ground N o 4 Li Ligustrum japonicum Wax Privet B&B; 8' Ht.. x 8' Spr., multi -trunk. N U o B&B 8 Ht,. x 4 S r., 5 ct., 1.5 dbh. '— m i* 5 QV Quercus virginiana Live Oak P 2 ;C: QV I Quercus virginiana Live Oak B&B 18' Ht.. x 10' Spr., 8' ct. o I MG Magnolia grandiflora "Little Gem" Little Gem Magnolia B&B, 8' Ht., x 4' Spr,, 5' ct., 1.5" dbh, �""� O a a a� a� PALMS * 26 SP Sabal palmetto Cabbage Palm B&B, see plan for o.a.h., booted •� a) 3 14 SP-T Sabal palmetto Cabbage Palm transplanted from site. 4 VM2 Veitchia montgomeryana Montgomery Palm < c: E B&B, 12' -16' o.a.h., Full, Triple -trunk j j ACCENTS •O 3 '� COR Cordyline Terminalis "Red Sister" Ti Plant #7, 3' OA Ht., 3 plants/pot, Shade Grown W o 4 a ZAM Zamia maritime Cardboard Plant #7, 3' x 3', Full SHRUBS iWWII I � 19 ALZ Alpinia zerumbet'Variegata' Variegated Shell Ginger #3, 24" x 24", 24" OC., Full 100 �1. CHR Chrysobalanus icaco 'Red Tip' Red Tip Cocoplum 36" x 24", 24" OC., Full 226 CHY Chrysobalanus icaco 'Red Tip' Red Tip Cocoplum 48" I x 24", 30" OC., Full j 67. FIC Ficus "Green Island" Green Island Ficus #3, 18" x 1$", 24" OC., Full IVN Ilex vomitoria Stokes Dwarf Dwarf Yaupon Holly #3, l 8" x l $", l $" OC., Full 48 li IXO Ixora "Nora Grant" Ixora #3, 24" x 24", 24" OC., Full Li.. 31 RAP Rhaphiolepis indite Indian Hawthorn #3, 24" x 24", 24" OC., Full W 180 SCH Schefflera arboricola'Trinette' White Variegated Arboricola #3, 24" x 24", 24" OC., Full Z * 190 SBA Spartina bakeri Sand Cordgrass #3, 24" x 24", 30" OC., Full V Q GROUNDCOVERS r 505 ANN Annuals Annuals by Season 4" pots, Full Q 172.1 EUP Euphorbia milli "Rosy Red" Dwarf Crown of Thorns #I,' 10" - 12" HT., Full, 12" O.C. 85 PEN Pentas lanceolate New Look Pink Pink Pentas #{,I 10" _ 12" HT., Full, 12" O.C., W m j alternate colors within beds Q U Q 841 PEN Pentas lanceolata " New Look Violet" Purple Pentas #I,i l oll - 12" HT,, Full, 12" O.C., alternate colors within beds 207' OPH Ophiopogon jap�onicus "Nanus" Dwarf Mondo Grass #I,l 6" - 8" Spr., Full, 12" O.C. Q W U. — 86' LIR Llrlope muscari Evergreen Giant" Giant Lily Turf #I,' 10" - 12" HT., Full, 12" O.C. O 25' ZAP Zamia pumila Coontie #I,1 10" - 12" HT., Full, 12" O.C. > 0 J Z LL cid z 46,816 SF SOD "A" Stenotaphrum secundatum St. Augustine 'Floritam' U a 19,878 SF SOD "B" Paspalum notadum Bahia �-- Notes -In case of quantity discrepancies plan takes precedence over plant list. LU O Q -Landscape contractor to contact Landscape Architect (LA) if material is not available as specified in plans. -Landscape Contractor (LC) responsible for verification of all quantities prior to bidding. W LU -Removal of existing vegetation is responsibility of Landscape Contractor (LC). W 0 -Relocation of existing vegetation is responsibility of LC. See Landscape Architect (LA) for planting instructions and locations. W > 00 -The height of trees may have to be larger in order to achieve min. Caliper size. or any clear trunk specifications. -The bid items and quantity for trees, shrubs, and plants shall be for what each (EA) of the plants of each designated species, size and j quality designated in these plans, completed and accepted, and shall include: furnishing and planting the designated plant types,CL Q furnishing and placing of the plant backfill, fertilizer and mulch, staying and guying, application of water, the installation of root barriers, plant and tree protection methods and materials, the maintenance, care, etc.., and all costs of any required replacing of z W plantings or restoring of damaged areas for the duration of the project contract time and warranty period specified in the contract CL documents. There is no bid item for mulching, fertilizer, watering, or maintenance and care the unit price for the trees, shrubs, and Plants shall include the application of mulch in all landscape planters/beds per these details and specifications, and shall include the a application of fertilizers, water and required maintenance and care. "ALL DRAWINGS, SPECIFICATIONS AND CARELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT u a. AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN j PART OR IN WHOLE IS FORBIDDEN WITHOUT • • THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." Fencing With Flagging. The Barricade Shall Be Placed So As To Emcompass The Critical Protection Zone (CPZ) TREE " LANDSCAPE SCHEDULE Q�Q B Boundary AND DETAILS R A=Inches Diameter 4.5' Above Grade Of SCALE: NTS Protected Tree DRAWN BY: WED/CAK B=Critical Protection Zone (CPZ) DRAWING #: 2008-10-03_LP_1407.I.dwg That area Surrounding A Tree Within FILE #: 1407.1 A Circle Described By A Radius Of DATE: 04/21 /2008 \ One Foot For Each Inch Of The Tree's D GRADE / Diameter At 4.5' Above Grade �— All roots outside the protective barricade to be removed during construction shall be severed clean. I ., Al • :. : . . , �. ..rb..] . . _9R 3✓. , F .... . � �..f. ..r 4. - Kv 3. , z.i.; A: � KU% ,.K4�w.. Part I GENERAL 1.01 WORK INCLUDED A. Extent of Planting work is shown on drawings and in schedules. B. Subgrade Elevations: Excavation, filling and grading required to establish elevations 4" lower than elevations and contours shown on drawings are not specified in this Section. C. Finish Grade Elevations: I inch below top of pathway edging. 1.02 QUALITY ASSURANCE A. Subcontract landscape work to a single firm specializing in landscape work. B. .Source Quality Control: I. General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to landscape materials. i 2. Do not make substitutions. If specified landscape material is not obtainable, submit to Landscape Architect proof of non -availability and proposal for use of equivalent material. When authorized, adjustment of contract amount will be made. 3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other material, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agricultural Chemists, wherever applicable. 4. Trees, Palms and Shrubs: Provide trees, palms and shrubs grown in a recognized nursery in accordance with good horticultural practice. Provide healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as decay, knots, sun -scald, injuries, abrasions disfigurement. Provide trees, palms and shrubs for grade needed as outlined under Grades and Standards for Nursery Plants, State Plant Board of Florida, unless otherwise noted. a. Sizes: Provide trees and shrubs of sizes shown or specified. Trees, palms and shrubs of larger size may be used if acceptable to Landscape Architect, and if sizes of roots or balls are increased proportionately. C. Inspection: Landscape Architect reserves right to inspect trees, palms and shrubs either at place of growth or at site before planting, for compliance with requirements for name, variety, size and quality. 1.03 SUBMITTALS A. Certification: Submit certificates of inspection as required by governmental authorities, and manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. Submit other data substantiating that materials comply with specified requirements. B. Submit seed vendor's certificate statement for each grass seed mixture required, stating botanical and common name, percentage by weight, and percentage of purity, germination, and weed seed for each grass seed species. C. Planting Schedule: Submit planting schedule showing schedules dates for each type of planting in each area of site. D. Maintenance Instructions: Submit type written procedures for maintenance of landscape work. 1.04 DELIVERY, STORAGE AND HANDLING A. Packaged Materials: Deliver packaged materials in original containers showing weight analysis and name of manufacturer. Protect materials from deterioration during delivery, and while stored at site. B. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. C. Trees, palms and shrubs: Provide freshly dug trees, palms and shrubs. Do not prune prior to delivery. Do not bend or bind -tie trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. D. Deliver trees, palms and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist. E. Do not remove container grown stock from containers until planting time. F. Label at least one tree, one palm and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. 1.05 JOB CONDITIONS A. Proceed with and P complete landscape work as rapidly portions of site become available. P P Y as B. Utilities: Determine location of underground utilities and perform work in a manner which will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon by parties concerned. C. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Landscape Architect before planting. D. Planring Schedule: Where applicable, prepare a proposed planting schedule. Schedule dates to establish a logical sequence for completing each type of landscape work to avoid damage to other landscape work and work performed by other disciplines. Correlate with specified maintenance periods to provide maintenance from date of substantial completion. Once accepted, revise dates only as approved in writing, after documentation of reasons for delays. i E. Coordination with Lawns: Plant trees, palms and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Landscape Architect. If planting of trees, palms and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.06 SPECIAL PROJECT WARRANTY A. Warrant lawns through specified maintenance period, and until final acceptance. The required period is one full year following installation of lawn areas. B. Warrant trees for a period of one year after date of substantial completion against defects including death and satisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents which are beyond Landscape Contractor's control. C. Warrant shrubs for I full year after date of substantial completion. D. Remove and replace trees, shrubs or other plants found to be dead or in unhealthy condition during warranty period. Make replacements during growth season following end of warranty period. Replace trees and shrubs which are in doubtful condition at end of warranty period. Part II PRODUCTS 2.01 TOPSOIL A. If topsoil is not available on site it must be furnished as specified. Throughout all arts of the site where finish grades and contour lines P � P g P differ from existing contour lines, bring to finish grade contours shown on "Grading Plan." B. Topsoil shall be friable fertile soil with representative characteristics of area soils. It should be free of heavy clay, silt, stone, extraneous lime, plant roots and other foreign matter greater than 1 1/2" in diameter. It shall not contain noxious plant growth "such as bermuda or nut grass). It shall test in neutral pH range of 5.0 to 6.75 and contain no toxic substance that can be deemed to impede plant growth. The contractor shall be prepared to have soil lab -tested at his expense by the Landscape Architect. Topsoil shall comply with the following quantitive analysis. Components Volume Measure Particle Size Organic Matter 3 - 5% Silt 10 - 30% .05 to .002 MM Sand 25 - 75% .02 to .05 MM Clay 5 - 25% .002 MM and below t.ut JVII_ HI"ItNL)["ttN I B. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plump and in center of pit or trench with top of ball at �. same elevation as adjacent finished landscape grades. Remove burlap from sides of balls; retain on bottoms. When set, place If necessary to bring soil into above specified limits: additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. When A. Lime: Natural limestone (Dolomite) containing not less than 85% of total carbonates, ground so that not less than 90% passes a 10-mesh excavation is approximately 3 full, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. sieve and not less than 50% passes a 100-mesh sieve. B. Peat Humus or, Peat Moss: Texture, moisture and pH range suitable for intended use. C. Set container grown stock as specified for balled and burlapped stock, except cut cans on 2 sides with an approved can cutter, remove bottoms of wooden boxes after partial backfilling so as not to damage root balls. C. Commercial Fertilizer: Complete fertilizer of neutral character, with 40% - 50% of the total nitrogen in a water insoluble form. It shall be D. Dish top of backfill to allow for mulching. uniform in composition, dry and free flowing. 1. For trees, palms and shrubs, provide fertilizer with not less than 6% available phosphoric acid, 6% nitrogen and 6% soluble potash. E. Mulch pits, trenches and planting areas. Provide not less than following thickness of mulch with adjacent finish. and work into top of backfill and finish level 2. For lawns, provide fertilizer with not less than 6% phosphoric acid, and 6'/ potassium, and percentage of nitrogen required to 3.06 PRUNING provide not less than I lb. of actual nitrogen per 1000 square feet of lawn area. Provide nitrogen in a form that will be available to lawn during initial period of growth. A. All shall be done on the before directed by Landscape Architecct. pruning site planting as Pruning shall follow modern horticultural practices 2.03 PLANT MATERIALS (Grades and Standards for Nursery Plants) and shall be done with approved tools designed for the purpose intended. Lopping, topping, or shearing of trees or shrubs will be grounds for rejecting the plants as unsuitable and not meeting the requirements. Damaged, scarred, A. Plant list is part of this specification section. frayed, split, or skinned branches, limbs or roots shall be pruned back to live wood nearest to the next terminal leader or bud in all trees or i shrubs shall be left intact and not removed unless damaged. B. Quality: Trees, palms, shrubs and other plants shall conform to the standards for Florida #1 or better as given in the latest edition of Grades and Standards for Nursery Plants, State Plant Board of Florida. B. Prune, thin out and shape trees and shrubs. Prune trees t P o retain required height and spread. Unless otherwise directed by Landscape Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural C. Deciduous Trees: Provide trees of height and caliper listed or shown and with branching configuration for Florida #1 or better graded character. trees in Grades and Standards for Nursery Plants for type and species required. Provide single stem trees except where special forms 3.07 SODDING NEW LAWNS are shown or listed. Call condition variable. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions indicate minimum height and spread. A. Lay sod within 24 hours from time of stripping. Provide specified quality evergreens with well-balanced form complying with requirements for other size relationships to the primary dimension shown. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Tamp or roll tightly to ensure contact with subgrade. Work 2.04 GRASS MATERIAL sifted soil into minor cracks between pieces to sod; remove excess to avoid smothering of adjacent grass. I A. Grass Seed: Provide fresh, clean, new -crop seed complying with established tolerance for purity and germination. Provide seed of grass C. Water sod thoroughly with a fine spray immediately after planting. species, proportions and minimum percentages of purity, germination, and maximum percentage of weed seed, as specified. 3.08 MAINTENANCE 2.05 MISCELLANEOUS LANDSCAPE MATERIALS A. Begin maintenance immediately after planting. A. Ground Cover: Provide plants established and well -rooted in removable containers or integral peat pots and with not less than minimum number and of runners specified. B. Maintain trees, palms, shrubs and other plants until final acceptance but in no case less than following period; 30 days after substantial (length completion of planting. B. Anti -Erosion Mulch: Provide clean, dry, mulching hay or straw of coastal bermuda, pangola or bahia grass. Only undeteriorated mulch C. Maintain trees, palms, shrubs and other plants by pruning, cultivating and weeding as required for healthy growth. Restore planting saucers. which can be readily cut into the soil shall be used. Tighten and repair stake and guy supports and reset trees and shrubs to property grades or vertical position as required. Restore or C. Mulch: Varies by region and availability. replace damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. D. Stakes and Guys: When required provide stakes and deadmen of sound new hardwood, treated softwood, or redwood, free of know holes D. Remove and replace excessively pruned or mis-formed stock resulting from improper pruning. and other defects. Provide wire ties and guys of 3-strand, twisted, pliable galvanized iron wire not lighter than 12 ga. with zinc -coated E. Maintain lawns for not less than the period stated below, and longer as required to establish an acceptable lawn. turnbuckles. Provide not less than 1/2" hose, cut to required lengths to protect tree trucks from damage by wires. Part III EXECUTION I. Sodded lawns, not less than 30 days after substantial completion. 3.01 LAYOUT 2. Seeded lawn, not less than 60 days after substantial completion. A. Layout individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Landscape F. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations required to establish a smooth, acceptable lawn, free of eroded or bare areas. such as rolling, regrading and replanting as Architects acceptant before start of planting work. Make adjustments as may be requested. 3.02 PREPARATION OF PLANTING SOIL 3.09 CLEANUP AND PROTECTION A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. A. During landscape work, keep pavement clean and work area in an orderly condition. B. Mix specified soil amendments and fertilizers with topsoil at rates specified. Delay mixing of fertilizer if planting will not follow placing of B. Protect landscape work and materials from damage due to landscape operations, operations by other contractors and trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged landscape work as planting soil within a few days. directed. C. For planting beds, six planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 3.10 INSPECTION AND ACCEPTANCE I. Mix line with dry soil prior to mixing fertilizer. A. When landscape work is completed, including maintenance, Landscape Architect wilt, upon request, make an inspection to determine 2. Prevent lime from contacting roots of acid -loving plants. acceptability. Landscape work may be inspected for acceptance in arts agreeable to Landscape Architect, provided work offered for P ty' p Y p p p g P inspection is complete, including maintenance. 3.03 PREPARATION FOR PLANTING LAWNS B. Seeded lawns will be acceptable provided requirements, including maintenance, have been complied with, and healthy, uniform close A. Preparation of Unchanged Grades: Where lawns are to be planted in areas that have not been altered or disturbed by excavation, stand of specified grass is established, free of weeds, bare spots and surface irregularities (95% coverage required for acceptance). grading, or stripping operations, prepare soil for lawn planting as follows: Till to a depth of not less than 6"; apply soil amendments and initial fertilizers; remove high areas and fill in depressions; till soil to a homogenous mixture of fine texture, free of lumps, clods, C. Sodded lawns will be acceptable provided requirements, including maintenance, have been complied with, and healthy, weal -rooted, stones, roots and other extraneous matter. even -colored, viable lawn is established, free of weeds, open joints and bare areas (95% coverage required for acceptance). Where i inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until 1. Prior to preparation of unchanged areas, remove existing grass, vegetation and turf. Dispose of such material outside of Owner's reinspected by Landscape Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. property; do not turn over into soil being prepared for lawns. j IRRIGATION SPECIFICATIONS I B. Elsewhere: Loosen subgrade of lawn areas to a minimum depth of 4". Remove stones over 1 1/2" in any dimension and sticks, roots, GENERAL NOTES: rubbish and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1) All mainline, lateral line & control wire conduit under paving shall be installed in separate sleeves. Sleeves shall be a minimum of twice (2X) the j 1. Spread planting soil mixture to minimum depth required to meet lines, grades and elevations shown, after light rolling and natural diameter of the pipe to be sleeved. settlement. 2) Install all backflow prevention devices & all piping between the point of connection & the backflow preventor as per city of Sebastian codes. 3) Final location of the backflow preventor & automatic controller shall be approved by the owner's authorized representative. 2. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrades to create a transition layer 4) 120 VAC electrical power source at controller location shall be provided by others. The electrical contractor shall make the final connection from the electrical source to the controller. and then place remainder of planting soil. 5) All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 3. Allow for sod thickness in areas to be sodded. 6) The irrigation contractor shall flush & adjust all sprinkler heads & valves for optimum spray with minimal overspray onto walks, streets, walls, etc. ! 7) It is the responsibility of the irrigation contractor to familiarize himself with all grade differences, location of walls, structures & utilities. The irrigation C. Grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll and rake and remove ridges and fill depressions, as contractor shall repair or replace all items damaged b his work. He shall coordinate his work with other contractors for the location & installation of P g y pipe sleeves under roadways &paving, etc. required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. I8) All sprinkler equipment shall be installed as per manufacturer's recommendations & specifications unless otherwise specified by designer. D. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. 9) The irrigation contractor shall install check valves on all heads in areas where finish grade exceeds 4: 1, where post valve shut-off draining, of the Do not create a muddy soil condition. i A10 irrigation head occurs or as directed by the owner's authorized representative. � The contractor shall provide 1800 PCS (pressure compensation screens as necessary to reduce or eliminate overs ra onto streets, walks or ) P (P P ) rY P Y E. Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. other areas as directed by the city of Sebastian. 1 1) All remote control valves, gate valves, quick couplers, control wire & computer cable pull points shall be installed in approved valve boxes with 3.04 PREPARATION OF PLANTING BEDS covers. All shall be marked indicating controller & station numbers for control valves boxes and/or titled in the equipment legend with I" white heat braided letters. 12) All control wires shall be installed in PVC conduit. A. Loosen subgrade of planting bed areas to a minimum depth of 10" using a cultimulcher or similar equipment. Remove stones over 1 2" in dimension, and sticks, stones, rubbish and other extraneous matter. Spread planting soil mixture to minimum depth required to Irrigation contractor awarded the bid for the installation of the project shall provide the irrigation design. Such design shall meet requirements listed meet lines, grades and elevations shown, after light rolling and natural settlement. Place approximately 1/2 of total amount of planting above and/or requirements of the city of Sebastian. Final irrigation design to be submitted to the engineer for review soil required. Work into top of loosened subgrade to create a transition layer, then place remainder of the planting soil. Add soil prior to installation. i amendment. B. Excavation for Trees and Shrubs: Excavate pits, beds and trenched with vertical sides and with bottom of excavation slightly raised at center to provide property drainage. Loosen hard subsoil in bottom of excavation. I. For balled and burlapped (B&B trees and shrubs), make excavations at least half again as wide as the ball diameter and equal to the ball depth, plus following allowances for setting of ball on a layer of compacted backfill: Allow for 3" setting layer of planting soil mixture. (See planting details) j 2. For container grown stock, excavate as specified for balled and burlapped stock, adjusted to size of container width and depth. C. Dispose of subsoil removed from landscape excavations. Do not mix with planting soil or use as backfill. Fill excavation for trees and shrubs with water and allow to percolate out before planting. 3.05 PLANTING TREES, PALMS AND SHRUBS A. Lay out individual tree, palm and shrub locations and areas for multiple plantings where required. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make adjustments as may be required. i �12 ,ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." LANDSCAPE/IRRIGATION SPECIFICATIONS SCALE: NTS DRAWN BY: WED/CAK DRAWING #: 2008-06-12_LP_ 1407. 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CITY OF SEBASTIAN .• a •. , • ' � � \ _ _ , •�iC4a p "ALL DRAWINGS, SPECIFICATIONS AND _ _ — =r � � =� �' �' .. `� .:<�� ' • � • ', �• `'. •,. •.. <� ' r •I <i' ; ' . ; < ... •'. � ... .... e,. � \ RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT <, <,• L, _ _ _' —� r,<; < \ '• ♦� `` AND MUST BE RETURNED UPON REQUEST. \ 20 y .. REPRODUCTION OF DRAWINGS, < \ ' ' ` • � � ' L�J 1 ` SPECIFICATIONS AND RELATED DOCUMENTS IN 41 1PART OR IN WHOLE IS ....'.'.'..'.'.'..'. \ \\\ \ '.... ° \ THELANDSCAPEEARCHITOECTSDWRITTEN OUT .'.'.'.'.'.'.'..'.'.'..'.'.'..'....... \ \\ 1 \��\\\ \ ... .......... ♦ tp PERMISSION." �: ' \ \ '�y , a j o, 4 ......................................... \. .......... a. ,r a.............................................. < `�\\ \\\\ \\ j o \\ •.•.•:•..:..•.•:•.•.•.•:..•.•.-.•:.:..:.... 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'kS.„ I^ ' S D CONCRETE AREA PROPOSED TRASH \ BRICK PATTERN RECEPTACLE a.CROSSWALK T. I \ P PR� MATCH XIT NOG 20' O O \ 3 a wR� CROSSWALKS WITHIN p HP_2 a \\ CITY OF SEBASTIAN x 1 <a p \ \ SiteScapes P.O. Box 22326 Lincoln, NE 68542 TITLE CITYVIEW BACKED BENCH *Available in powder coat arf STAMPED CONCRETE , HERRINGBONE PATTERN 12" SPONGE FINISHED CONCRETE BAND PROPOSED FLAGPOLE RT SEE DETAIL 5 0 PROPOSED FLAGPOLE UPLIGHT '�•,�• .i 'i 4 0 5' r st WPROPOSED IIIII�►�I♦ ;I�I�I�I�I� ►�I � ma*011 i ! i TRASH RECEPTACLE DETAIL 3 SCALE: NTS PF: 402/421-9464 I WEBSITE: www.sifescapesonline.com FX: 402/421-9479 E-MAIL: info@sitescapesonllne.com INCH TOLERANCES U.O.S. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SITESCAPES, INC. ANY IT NO. " REPRODUCTION IN PART OR AS A WHOLE WITHOUT jJ FRACTION— ±1/16 THE WRITTEN PERMISSION OF SITESCAPES, INC. C 1-1001 ANG ±V IS PROHIBITED. les Materials List 1 1 Seat Straps - 5/16" x 1 1 /2" Steel Flat Bar 2 Support Pipes - 01.315" x .133" Steel Pipe 3 End Units - 1" Square Solid Steel Bar 4 Surface Mount Plates - 1 /4" x 1 1 /2" Stainless Steel Plate with 9/16" Mounting Hole WCenter Armrest - 1" Square Solid Steel Bar Mounted with Four 0 1 /2" x 4-5" Stainless Steel Anchor Bolts (Customer Supplied) 27.72" FLAG POLE UPLIGHT DETAIL FIXTURE HI LI%4UILJ- I Il7rl I CONDUIT CONNECTOR MFMORIAL PLAQUE WALL! DETAIL ' i 24" RADIUS PRECAST NAUTICAL THEMED MEDALLION *CUSTOM DESIGN - BOAT ITEM 3" PRECAST CAP ; 5" PRECAST CAP ' STUCCO FINISH 4 ,.. ..a,. ,; .. s.., . »,. , ; •.... c.>r.:.., a.. a I COAT OF PRIMER »•• "' ; ' " & 2 COATS OF PAINT • • ` ' (INCLUDES REAR OF WALL) • 1 2" RAISED STUCCO BAND ' ' . 18" X 24" PLAQUE AREAS •+% 0. • 5'-10" • 4' 4" PRECAST BASE • . + a ' ' w�.»{ •�•Y It } `fir Y • ��.Ea'•iSt� ��w al ••�� • �iM�' s .•:' 3•i : �+.?••�t'w • • isa...ir.Jt. w•�w I 9' f NOTES: - CONTRACTOR IS RESPONSIBLE FOR DISASSEMBLING OF EXISTING PLAQUES AND THEIR ATTACHMENT TO MEMORIAL WALL. - CONTRACTOR TO SUBMIT METHOD OF PLAQUE ATTACHMENT TO WALL PRIOR TO WORK BEING PERFORMED. - CONTRACTOR TO PROVIDE ALL NECESSARY ENGINEERING REQUIRED TO MEET WINDLOAD & STRUCTURAL REQUIREMENTS TO OBTAIN CONSTRUCTION PERMITS. I. NAUTICAL FLAG POL PULLEYS & HARDWARE POLE SIZE: 30' HALYARD YARDARM SIZE: 6.5' DISTANCE FROM TOP: +/_ 10' 30' FINISH: Polished Aluminum STANDARD FITTINGS: BALL: # 14 ga. Aluminum HALYARDS: 4 sets of #10 (5/16) white waterproof polyropylene each equipped with two plated swivels to secure flag CLEATS: 4.9" Aluminum Cleats FOUNDATION SLEEVE AND BASE: 10" Dia. Galvanized steel, with steel base plate * SEE MANUFACTURER DETAILS FOR INTALLATION POLISHED ALUMINUM FINISH SEALANT 31-611 ANCHOR FLAG & FLAGPOLE (800) 637-3002 www.anchorflagandflagpole.com MODEL # AFC30N 30" RIGHT SIDE VIEW SiteScapes PF: 402/421-9464 WEBSITE: www,sitescapesonline.com P.O. Box22326 FX: 402/421-9479 I E-MAIL: info@sitescapesonline.com Lincoln, NE 68542 INCH TOLERANCES U.O.S. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SfrESCAPES, INC. ANY TITLE PRODUCT NO. REPRODUCTION IN PART OR AS A WHOLE WITHOUT CITYVIEW FRACTION— ±1/16" THE WRITTEN PERMISSION OF SITESCAPES, INC. TRASHRECEPTA CV2-3000 ANG ±1° IS PROHIBITED. Available in powder coat a d DuraCoat rinishes Materials List 1 Vertical Stra s - 5/16" x 1 1 /2" Steel Flat Bar 2 Top Ring - T5/8" Steel Round Bar 3 Support Rings - 1 /4" x 2" Steel Flat Bar 4 Support Bars - 1 /2" x 1" Steel Flat Bar 5 Surface Mount Plates - 1 /4" x 1 I /2" Stainless 6 Steel Plate with 9/16" Mounting Hole (6) Lid - 0 24' x .075 Wall Steel Lid 30.62 DIA. Attached to Basket with Stainless Steel Airline Cable (7) Mounted with three 0 1 /2" x 4%5" Stainless Steel Anchor Bolts (Customer Supplied) ii (8) 32 Gallon Rigid Plastic Liner with Handles Incl. li TOP VIEW 2 5 4 BOTTOM VIEW MOUNTING DETAIL a%_ML r. INS l 120V IN GROUND COMMERCIAL FLAGPOLE LIGHTING ITEM# IGCOMLGT01 HOUSING: Compression molded, fiberglass reinforced polyester composite. DUNTING RING Color impregnated bronze composite which will not flake or peel when scratched. ROCK GUARD: None LENS RING: Compression molded composite ring. WIRING: Unit furnished with potting compound and moisture absorbing Pak for moisture free installation. LENS & GASKET Clear tempered lens furnished with a high temperature silicone gasket for a watertight seal. AIMING: 15 degree angle either side of vertical rotation. 360 degree inside of housing. SOCKET: Medium base socket. TOR/YOKE ASSEMBLY LAMP: 120v PAR 38 90 watt 150 watt max. * Lighting Fixture requires installation by Certified Electrician Only ! WWW.AMERICANFLAGSTORE.COM �I 3 COMPARTMENT 1-888-317-4594 ,I UIT SUPPLY ! '! I� i I I I li i SCALE: 1 /2" = 1'0" II I i it I • I it 2 x 9 GA. LADDER TYPE j REINFORCING EVERY OTHER COURSE (TYP.) j it I I� I n i i i' P. i !! �— C AST ALUMINUM BRACKET ARDARM CAST ALUMINUM CLEAT FLASH COLLAR GROUND SLEEVE SAND W >CnQ Z W w N Q W LL_ � Z> 0 � O r r C)d 1:e U Q CL w�w Uj V)CL GCQ Z LLJ Q a' —CONCRETE —WEDGES BASE PLATE GROUND SLEEVE AS PER MANUFACTURER'S STANDARDS CONTRACTOR TO PROVIDE STRUCTURAL PLANS AS NEEDED "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS II PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." HARDSCAPE AND SITE FURNISHING DETAILS SCALE: AS NOTED DRAWN BY: WED/CAK DRAWING #: 2008-10-03_HP_1407.I.dwg FILE #: 1407.1 DATE: 06/01 /2008 L.D.S PROJECT SCHEDULE I DATE I APPROVAL I NOTES - A•. : ... ,;" r ,, ,: .:. .; .:,:•:,.a . n ;,./ .; ,.:. v •.. , { .. ..:,... .. ., ;.:. ... i.. �.. .. ,. . d ,: t x ,. ..�. .. .. J. r.7f.< s :.'F+;.; x t{{x*''•.:,: , .,,.. :• " r»:..� w•i�, ;.•'^.-kt ... .. ,• i .y .. � >r.� .. � ram,. £.-. :.•..: .4 IIIt ..`.+>!Ss+v:`t'fi'.2, BOLLARD SPECIFICATIONS �I BOLLARD SPECIFICATIONS (2)TURTLE-FRIENDLY NTS ii NTS HADCO - BOLLARD (CF73) Housing: Four (4) roof styles available either with or without a brim and a smooth or ribbed top. Cage legs are'/4-20 stainless steel rods with an external'/4" schedule 40 aluminum SPJ Lighting - Wildlife Friendly Aluminum Bollard Pathway Light (SPJ12-07) pipe sleeve. Head is secured to the bollard tube with three (3) 5/16"-18 stainless steel allen head set screws for easy removal for relamping. 356 HM high -strength, low -copper, -,� " "- I' Shown: Black Painted Finish / Cast Aluminum ':. =: - , �tl •r•— ro rieta cast aluminum alloy. 6" schedule 40 extruded aluminum pipe with a wall thickness of 0.281" Easy access to lam A weatherproof ballast assembly isolates the ballast P P rY Y P P Y P �P Y r Model: SPJ 12-07 . 1 , a from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. �•�.._ � t Mounting: Direct Burial l l u Finish: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for a 3 1` Socket: Medium Base i. superior weatherability and fade resistance in accordance with ASTM B_ 117_ 64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, ,• M k�, Electrical: 12V contact the factory for more information. .� Lam 25W Incandescent -, Optical Assembly: Type III Refractor Bowl. Type V Refractor Bowl. Heat -resistant, low expansion borosilicate glass refractor bowl. Type V Specular Louvers. Optically designed, " II NOTE: Compact Fluorescent be 12V : 4 highly polished ALZAK© aluminum, internal louver assembly. 7" diameter, 3/16" thick U.V. stabilized, clear acrylic lens. may not combined with (low voltage) ` I Camping: MH and HPS Medium base: E17.� Shown with 36" Post. Post Size Ranging from 12" to 120" Length. �r m I Electrical Assembly: Key -slotted Ballast Assembly with Quick Disconnects mounted to cast aluminum bracket for easy maintenance. 4kv rated medium base porcelain socket. Vie. Location: Outdoor q Nickel -plated screw shell with center contact. P �'� r - u : Certifications: UL Ballast: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +!- 5% lamp power regulation with +/- 10% input voltage .. ,�� F Housing: Brass ji regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20' F or -30' C and HPS at -40°F or -40°C. Light Source: Compact Fluorescent, Incandescent TURF BLOCK DETAIL Installation & Mounting: Heavy duty W cast aluminum base plate is mounted to three (3) Yz-13 x 15" galvanized steel anchor bolts with washers and nuts on a 4-'/z" bolt circle (use factory supplied template). Base of bollard can be leveled with over and under nut. Tube is mounted to the base plate with three (3) 3/8-16 fiat head allen key stainless steel tamper -proof screws. Certification: UL Listed to U.S. safety standards for wet locations. cUL Listed to Canadian safety standards for wet locations. Manufactured to ISO 9001:2000 Standards. Warranty: Three-year limited warranty. Height: 42" (107cm) Width: 16" (41cm) Bolt Circle: 4 1/2" (11cm) . Anchor Rods: internal. (3) 1/2" dia. x 15" long (1.3cm x 38 cm) Base Diameter: 6" (15cm) Max. Weight: 60 Ibs Finish: Black HADCO Roof: Brim/Smooth 100 CRAFTWAY Optics: Type III Refractor Bowl LITTLESTOWN, PA 17340 Wattage: 100W MH (717)359-7131 Voltage: 240V WWW.HADCO.COM Qty: 8 ROPE RAIL DETAIL TOPSOIL EDGE RESTRAINT AGGREGATE CONCRETE GRID I IN. BEDDING SAND .4 Y'Ill I fill i ill i fill P.T. WOOD POST W/ BEVELED TOP & BASE GEOTEXTILE (AS REQ.) BASE EXTENDS 121N. 2.5" DIA. OPENING W/ BEYOND GRID PERIMETER PLASTIC SLEEVE EXISTING COMPACTED SOIL SUB -GRADE MINIMUM OF 6 IN. COMPACTED AGGREGATE BASE HANSONPAVERPRODUCTS.COM (800)273-7084 2" TWISTED NYLON NAUTICAL ROPE W/ WEATHERPROOF TREATMENT ROPE TO BE HANG NO LESS THAN 30" FROM GRADE Voltage Type: Line Voltage, Low Voltage Applications: Commercial Lighting, Residential Finish: Black Pathway Style: Bollard Warranty: Three-year limited warranty. Height: 42" (107cm) �i Width: 16".(41 cm) Bolt Circle: 4 1/2" (11cm) Anchor Rods: internal. (3) 1/2" dia. x 15" long (1.3cm x 38 cm) Base Diameter: 6" (15cm) p Max. Weight: 60 lbs Qty: 25 II _ , ,i 4a POST DETAIL - 1 0 SCALE: Ill - IV' SEE POST DETAIL 6" 3' SEE POST DETAIL 3a 'I 6 HP-3 _ / 811 N- 6" 2.5" DIA. —III � `�.� ` ". I I I I- • I I I `.',� III -I —I � ,`•' —I ��• �..� _- I �� -III—I � '., —I —III •�',� > s kF F ,F 9br 1 P POST TO BE CONSTRUCTED UTILIZING A 4"X4" P.T. POST AND ADDING P.T. TRIM ACCORDINGLY TO MEET DIMENSIONS SPECIFIED. IF CONTRACTOR DETERMINES ANOTHER METHOD OF POST CONSTRUCTION THEY ARE TO CONTACT OWNER'S REPRESENTATIVE AND/OR L.A. POST TO BE TREATED WI' WATER REPELLANT OR E( FOR P.T. WOOD. I I CONC. FOOTING PITCH TO DRAIN MIN. 24" EMBEDMENT rH WOLMAN CLEAR DUAL, SPECIFICALLY "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." CONC. COLLAR - DO NOT ENCASE BOTTOM OF POST HARDSCAPE AND SITE NOTES: - - FURNISHING DETAILS * MAXIMUM DIMENSIONS OF CONCRETE GRID PAVING UNITS ARE 24 IN. LONG BY 24 IN. WIDE AND A MINIMUM NOMINAL THICKNESS OF 3 t IN. * THE MINIMUM REQUIRED THICKNESS OF THE WEBS BETWEEN THE OPENINGS IS I IN. $ VARIES - I S' MAX, T. —III ` :' , ;, TAMPED GRAVEL SCALE: NTS * THE MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE GRID UNITS SHOULD AVERAGE 5,000 PSI (35 MPa) WITH NO INDIVIDUAL ONE LESS THAT SEE PLAN �j L =I SUB -BASE 4,500 PSI (31 MPa). _) I (=III I I —III —I I (—I ((- DRAWN BY: WED/CAK * AVERAGE WATER ABSORPTION SHOULD NOT EXCEED 10 LBS PER CUBIC FOOT III —III —I I i III —III —III —I DRAWING #: 2008-10-03_HP_1407.I.dwg * THICKER BASES OR THOSE STABILIZED WITH CEMENT WILL BE REQUIRED OVER A HIGH WATER TABLE, IN LOW-LYING AREAS SUBJECT TO FLOODING, OR OVER CONTINUALLY SATURATED SOILS. is FILE #: 1407.1 * FOR UNSTABILIZED AGGREGATE BASES, GEOTEXTILE IS RECOMMENDED TO SEPARATE THE COMPACTED SOIL SUBGRADE FROM BASE MATERIAL. j DATE: 06/01/2008 it 1 lj r } CcICIN�`_ t • � ��LUC."C1112�(,. �1Wti•5i_��. �� $"Kbit-_.C,$ M - i S G,'�1�r�i.,•�y ;. 44 610b•ri d `4ta Y�A't- 00 0O ,.-.- I ' -P r SMART VENT Choose the correct style: in addition to sizing options, we offer two style choices. The first is a dual function model that will give you automatic flood protection along with automatic ventilation. The second is our insulated model that seals out the cool or warm air, but opens as flood water rises. gym.. .saz•-� ' Model #: 1540-510 Installation Type: Masonry Wall Style: Louvered Dimensions: 8' x 16" Rough Opening: 1634, x V," (1 block or CMU) ' -" Finish: Stainless Steel (Standard) One 8' x 16" vent is certified to cover 200 sq/ft of , enclosed area for flood protection and 51 sq/in for ventilation. WWW 5, i/6��Y_SrT 5) _. ga 12. T Y TSAfj snI Gc?Dof tz 4 L 'I CID u -'�j� 20 r r r �" T-M1 �t LGd�hp -- - r°dT,E= 1s�✓G�r , C-�L-�sr�vv� s► I s C3J��c ►� x414 6iv�— -su4'"86A-LVA L%.M� V/tS� �yf° v '41 ix 4 ya� V v V U V U Dtcse,r� 2 t' L z — , 3G �r NBC aEL. PNL --=t�.tY J W C �I ---A_izrzrr y _ d ' , -i►+ _ z N TUBE �~xv LITE ODD• O �d FL. DR_ U ` .( r I V LA - •� � RE :RIG. -V MENS V WOMEN 3070� — 07 _. v - V SLOPE DN. 1.5 LAV. --- — ++ 1�Dh �jiG 1J j i_�} SI Tii NGj , SCSj• - _... �'osQ �t _. i��:_IN. ._1-- . LANAI - t� �V1Gio CJ,�iU. VA$iG,N�8.4VMfa 1 '-5" x 6'-7" _ r y e-I . J5 L04- G , ROI' hrp `�f� —C I ( rt i31 - 9R510E}i. Af Arc, �� S L)i� 9 jF, ' -- ----- AIL �#SI� G i-� I ---- _ -- --- - - -- - - - -- _ 2'-0" T-0" 6'-8" 7 -0" (1!C� .::, _.t .__-__. 20'-8" 2'-0" x BUILDING AREA =303 SF 4f, FLO R PLAN IOR FINISH SCHEDULE SPACE BASE FLOORS WALLS , �,� z;,t>r DOOR. (4i.•!3Z-yf CLG HGT REMARKS MAT FIN MAT FIN MAT FIN MATIFIN STOOL L 5T)LA L, /A t� AI ,-- Cot.�C, C Jl�I, C M v L /� {� y i pl C E,u , •7`,�� ► g� ,�1 �N g"8�t w . u'�>< - z L i.�c, . 'W�r) G N t-pI`� I�f I�ili4 G`N, SLDi�t. Iz,�r• �- — rl1� - i//tR_ �POVJ-4 Wilt-L.- CM 0L=�I� K TPAS - Ski • �`� / -o �"AyL�iZ �o�t>� tc rat tic - 6 I?_1 j 404 LL-- chi V - N '�' � n� U 4; o� C6U ZL 4 ��r�c � L w�+u �9/ - Gov G M di Cavc��-TE 4yl ,Y lz ilty 7 -4 C.©s�1� r �1� =� wl' : rl G��• .. Y ; \XAPJA- RIB � INTERIOR FINISH SCHEDULE SPACE BASE FLOORS WALLS CEILING DOOR WIN CLG HGT REMARKS��-I t MAT FIN MAT FIN MAT FIN MAT FIN STOOL �v hK t— S�1C ' Qt3 i 1 Li<i r�i U GL6� �N �i.M* Carr, :ri $ b Llfrgx ,4N ra. ��, 4Z.. STvc�Q w ,tg- o`-� �L.EU - c$ �r3- w- sA�t�.Fa �y n _4 "It 8tj( Eli �Fr5' W 1.14 - i'-> 1 N Pa ui� C,t L4. 4T . G i L•t Ny t+!SlG N %. E LeV a _ i�-nLEi%I�Ti Ile �• $� �i--Z �7 iLj .s!' t•'IgsY! G+�V^ �j!ri�7t.: "�r ��'f' �iUi}l�iiCi+? 4t✓.: U�II-•- . DOOR F' - NO; i SIIZE TYPE. — SCHULKE, BITTLE & STobDARD, L.L.C. Cl�IL &STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING CERTIFICATION OF AUTHORIZATION NO.: 00008668 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com sbsengineers.com a :f J SCHLITT 111417TH STRMT, VER0 BEACH, M 32960 THL: 772-509-4999 40 pAX: 772 778 78% �-> rn a� a) ~~ U z rnMW co . in W ~+ NLL.Cy Z`O Urn oX�o m<WZ 'i! �Z Om EL0ZL¢ Q O>CL Ul J W R E V I S I O N S Q Q 00 `_'- w >- Q — — 0L Q cn o F- U) m W wz w W w LLl Cn�w > O �OZz> © a_ LL.I Z U C-6. P R T O J E C EXTERIOR ELEVATIONS ' CROSS SECTION & SCHEDULES OF FINISHES T to T L E 9 PROJECT 11410.1 D14TEa ... A% "C�.C� lfCAl.Oe GG ' ORAlYFR18�t J `3 J C"ECKEO All! APPROVED BY1 `S -H E .,;E T N O. �� OIF.. jolao c- l -ice:.... �-- i > i :: _ Pdl ► pre ��' • ........... ...max^. �Au��✓�F� sus,'-C7 q 41, ; ::�: *r:: L, _ ,. 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C?:+C� �. s _t�IAC:-i�.. _ -tT+Lrs-t �•-`-�- es�'.G . 6L K Al (vr�,t�T ' ^• 0 M z t t riA rf:,) � MM �W _ -- G�. ti R=�z... :- Vi�` iZ G{� q i�i� ..�. o.._eti11?+4+~L S ,e, 1 �S \ i;f4 •yii� or-u d�%aarA� (Z '1i 6i�•G MiiX. - 1� 11 ,aCi•�Ii'�(-ijZV4i i74c�[.aC> _. 4r.1?J :ii: _�,.i-'=71t-%�Gi41�i.+ L J,X if G1' �i5f M ,j Vefq� _ (G)LO&Ar of �i/4i-j;- � `!3►f-:4.:11Ar7Lj-'a s A� ^ y � � t'`�:��iZ 1 _ _ :t�:�I?:iz.. .L... _C:..'. =,i /: NJ r� a _.: �`StE �aT i �� - ;�i,�..r '�'.l �.:. l 1 - - . , l' CO - � � ..ILX.-._�(�.: •!�'� T"i%i�,.' ! •+•i ,S tt- � � � ^ •1 � �-_..fir �1� .-. � - • . , } 1 , _ _ r w _ IL J I 1111341 1-:31 r. 1 - ...... OL I T 141 ©10el) �Lf { .......... f�i=1%+:-�..JLr.:Y'l�'�F.ti L>>CA Du.i�-a- i l .. r��'2�.,�4::_.:�_Rt:C�,�.`�;:'t's,%1�.i+::�"`•1*:'�,_.i{t'�' i /-,s� i it tr 49 t F -1•:- f _ :. _.__. pia•: 1.1. t Z ' y �p (7r ryry 45 1y- �„ •'l::b lam."'" - f t o rl T 14531111is A 5,xst racy , 5 AM . o Y _ _ :y jzl%1 z_ - _x't��pi..�?.t:.: :�•1.,i.t..cl.r�t1"1%� SM mL K I VEN'T A T I -I e-) Ce �p f Zd 1 ► --- l . - _- iR�� - % .: ,1 ..Z-X: Kra :: _ !1 ,�✓ d t0(Z SV 60ije. �,� , ,�' c >v -�©�� . Choose the correct style, �/! `T • , ¢j lt� ii .- PAf��c 17. l'�l�fey LIt� I ii ....:..,>c r13 -t - - _ J # �: _ :� - .. .__•' - g -_� ° ��1'�iy ir• ("t'�Dts 1•.,�a� DLt3�� 1• m � ' - In addition to sizing options, style _ we offer two s le e4p_ . 7; ( - q>(st.. �)' wr`�'`� choices. The first is a dual function model that ,_::: "F r�t ' ..mot=- �IJi�,�A will give you automatic flood protection along __.. �-�=- - --- �-- � I � � with automatic ventilation. The second is our " -= = �► i insulated model that seals out the cool or warm v.t_� . tLA u opens o �( t WAI_� P �- air, but ope as flood water rises. �- _ ': i";�F c. i, t 77-44 i "��t� � ' �it t _ - _ ��• _ �.�_,._ ':.:,�? t_�.�:,�.� ::4:.F�'L,dat��l_......_.� iC �► � .{�'Gt � ��IZ,MJf• [.I%ff� Qi - 1 '' - _ `fr v +, t .� J� ftiT• !- _Ytr_N t: `,M, SV w yi L C t 9zj x fn : 1CrkG1(6iz. 4M e 2 „ r Model #: 1540-5fc 10 �� i� vht� -' t _ ( Masonry Wall c , Installation Type: o Style: Louvered _ ...� ,, Dimensions: 8" x 16" - - _:�--�•.._- __ --__,_ - - ---- - mow:. � -_ �� . Or � Rough Opening: 16/a x 8/a (1 block, or CMU) Finish: Stainless Steel (Standard) `n' One 8" x 16" vent is certified to cover 200 sti of jRC)SS SECTO.VIE Y Y T SO enclosedarea for flood protection and 51 sq/in for ventilation. .� is ........_ _. ......._. ,Y...».t"......_•"-a ._ Page 1 of 1 FLORIDA BUILDING CODE, 2004 DESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7-05 Building Information Job Information Wind Velocity(mph): 140 Importance Factor: 1.00 Calculations Type. WALL OPENINGS Ex Job Numb r posure Category: C e . Seb TR Directionality Factor (kd): 0.85 Company Name: John J. Schlitt, AIIA Internal Pressure Coefficient +/--'-. 0.18 t (. Prepared By: JJS Mean Roof Height (ft): 11 Date/Time: 7/29/2008 5:24.39 PM Building Width (fit): 15.33 Client Name: City of Sebastian Building Length (ft): 20.67 Job Description: Toilet Room Facilities Roof Slope (x:12): 5 Width of End Zane (ft): 3 C?pening Mark Opening Desc. Location Zone Opening Elcv.(ft) Opening Width (in) Opening Height (in) Max + Pres. (psf) Max - Pres. (psf) A -North Glassblock Window 1--�� 0 48 0.67 42.7 -57a A -South Glassblock Window C� 0 148 0.67 42.7 -57 2 1 Door C� p 1 36 84 1 40.7 2 Door C��0 36 84 40.7 3 Door - 1J 0 36 =1 84 40.7 44.3 t 1 I 1 WAL130FAIL GHUMS file://Z:\John Schlitt\Design Pressures\Sebastian Toilet Facilities\Sebastian Toilet Facilities-JJS.html Method 1- Direct to Block ' Refer to table on next page for fastener type and fastener spacing, 7/29/2008 .--__ C tom( tJ WALL. 04 ' A<;r-- ' Hardleplank'" lad siding trim 6• clearence i'Ki N nailed directly to Block wan to grade masonry, blind trailing siding nail sidin fastener ' 9 Ha ieplank'"' lap siding furring strip to accommdate sid'mg fastener length masonry fastener ' k siding fastener t i I ScCAI V 3. Methods of Attachment of XLD® Tim MI�� c 1h i! j XLD® trim can be attached using hardened finish nails designed for masonry. For additional information, refer to Hardietrim- XLD Boards Installation Requirements. ICC - IBC® 8r IRCIv12006 Allowable Fastener Spacing (in.) Hardleplanli Lap Siding fastened to ASTM C 90 Concrete Wall Basic Wind Building Speed Height <6Y24nch wide 7'/4- & 7%,-inch wide 8- & 8'/.finch wide 9'/4- & 9'/cinch wide (feet) Exiire Exposure Exposure 1 Exposure B C D B C D 8 C D 8 I C D 0-15 20 24 20 16 24 19 15 21 21 17 16 14 13 18 18 15 14 12 12 16 16 14 13 11 11 30 24 17 14 21 15 12 18 13 I 11 16 12 10 ' 130 mph 40 22 16 14 19 14 12 17 12 1 11 15 Ill, 9 50 21 15 13 18 13 11 16 12 10 14 ill 9 60 20 15 13 17 13 1t 15 11 1 10 13 110 9 0-15 21 17 14 18 15 12 16 13 11 14 12 10 20 30 21 13 21 15 . 12 18 18 14 13 12 11 16 16 12 11 10 10 14 14 11 10 9 9 140 mph 40 19 14 12 16 12 10 15 11 9 13 9 8 5o 18 13 11 15 11 10 14 10. 9 12 1 9 8 60 17 13 11 15 11 10 13 10 9 12 19 8 NOIL staTable• I I 1. Fasteners shall be ET&F Fastening Systems, Ina ET&F block Nail (ET & F No. ASM-144.125, head dia. = 0.30 in., shank die. = 0.14 in„ length=1254n. long) or Max System block Nail -g - - (CP-C 832 VV7-iCC, head dia. - 0.30 in., shank dia. - 0.15 in., length -1.3 - in.) or Aerosmtth block nail (5323HP, head dia. - 0.30 in., shank dia. = 0.144 in., length, 125in.) . 2 Maximum bask: wind speed shall be 150 mph. 3. Interpolation to address building height and other plank widths Is permitted. 4. The lap conceals the fasteners of the previous course (Blind Nailed). S. 1 Inch = 26A mm. I foot =305 mm,1 mph = 0.44 mis RECOGNIT10M In accordance with the 2006 International Building Code° and 2006 International Residential Code® for One• and Two -Family DwellingsliardiePlankTM' Lap Siding is recognized as fiber -cement siding. Supplementary code compliance details are found in ICC-ES Legacy Report NER-405. 02007James Hardie IMematfonat Finance B,V. All rights reserved. Arlditinnet tneMlln . j SCHULKE, BITTLEI & STODDARD, L.L.C. CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING - ENVIRONMENTAL PERMITTING CERTIFICATION OF AUTHORIZATION NO.': 00008668 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com >CHLITT V 1 L O £ R a 1417TH STR=, VMO BrACK PL 32960 EL: 772.569-4999 40 FAX 772 778-7898 iJOINSI. CGC 052903 IX 1 M :- O 4 r ..` co U 00 co 10 NiiN�' w F CD'0 o0 _ M<WCZ a O , M Z LU w >w o REVISIONS Q U F_ LL 1 p y 1-° LL W z W 0 ._I ry U I-- [L LL Q! W (- V ! ii.1.J WN 1_1- W G U) > o cn w ry O�QI� o CLry W _ Z P R O J E C T W od to J_ � Q CL o� N Z Z vo T Ile T L E PROJECT no., DATO r acAt1?s DRAVMIS rt 35 �tnicte£el airs �• `S H E E T N O. AZ of 3 Architectural Specifications for A Restroom Facility for Sebastian Main Street Development Project DIVISION 1 - GENERAL CONDITIONS A. The design and construction of the structure and/or structural components depicted on this plan are fully under the jurisdiction of the 2006 supplement to the 2004 Edition of the Florida Building Code effective 11 December 2006 and 2005 National Electric Code. B. All specified bolts (anchor bolts or other) shall be structural quality - ASTM A307 or better. C. The structure has been designed to resist the effects and loads created by wind velocities of 140 mph, and the following assumptions apply: a. Wind design criteria. Design structure for 140 mph. Category "C" b. The building is location in wind borne debris region i) Building is (1) story low rise - Public ii) Category "C" for components and cladding c. Wind velocity pressures and coefficients used are for Main Wind Force Resisting System, as per the Florida Building Code, 2004 with 2006 supplements. d. All structural components shall be fastened in accordance with the Florida Building Code as show on drawings. e. Dead Loads applied to the structure to offset up -lift loads are as per Structural Design Criteria - Sheet S-3 f. All glazed areas shall be designed for 140 mph wind forces Category "C" g. All pre -manufactured components, i.e. windows, doors, jambs, etc. shall be verified by manufacturer to be capable of sustaining forces due to 140 mph window loads. Installation shall be in accordance with manufacturers specifications Category "C". h. Adequate bracing of structure is required during construction. i. All components and cladding subject to wind loading: i.e. roof tiles, soffits, etc., shall be installed in accordance with manufactures' specifications for adequately resisting or transferring window loads to the main wind force resis5tance system. j. Contractor shall obtain necessary installation specifications and inspections required to comply with manufacturers recommendations for installation of components and cladding for high wind velocity areas (140 mph). D. All framing lumber shall be a minimum of Group IIi (Hem -Fir, Spruce -Pine) Structural #2 or better E. All specified pre -fabricated fastening devices shall be installed in accordance with the manufacturers recommendations. F. This plan has been developed as the structural system for wind resistance and does not constitute complete construction drawings. DIVISION 2 SITE WORK Site work for Men and Women's Toilet Room Facility shall be as follows: A. Site Fill: Site shall be raised (out 5' from building) from 6.63' to 8.0' or 1.37' and rolled to 95% density. B. A 6' Wide sidewalk shall be installed by the building contractor to connect Lanai (Porch) to park walkway running North and South a distance as shown on site plan. Slope walk to west approximately 3" in 15' C. Site Landscaping by others. DIVISION 3 - CONCRETE a. Cast in place concrete shall achieve a 28-day compressive strength as Per R-C7- Sheet S3. Provide (4) test cylinders for each 50 cy of concrete placed or fraction thereof. A. Cast in place concrete shall be designed, mixed, placed and cured in accordance with ACI Standards. Rinker, Russell Concrete or Equal. B. REINFORCEMENT a. Concrete reinforcing bars shall be deformed new billet steel conforming to ASTM A-615, Grade 60. b. All splices shall be lap splices. Splices shall be a minimum of 40 bar diameters, using larger bar diameters when splicing different size bars. C. Reinforcement may be bent in shop or field provided that 1) diameter on bond shall be greater than 6 bar diameters 2) Reinforcement partially embedded in concrete shall not be bent. d. Secure reinforcement from displacement during concrete placement utilizing chairs and bolsters. e. Welded wire mesh shall be as per RC-1 8, Sheet S3. f. Minimum concrete cover shall be: L Footings: 3" over soil, 2" over Poly V. Be. ii. Beams, Slabs & Walls: 1-1/2" up to No. 5 Bar 2" No 6 Bar and Greater iii. Grouted Masonry Walls: 2" g. Standard 90" Hook is reinforcing bar terminating with a 90" bend and an extension from bend at least 12 bar diameters. This shall be used at all vertical reinforcement terminations into tie beams and foundations. DIVISION 4 - MASONRY REQUIREMENTS A. CMU Walls shall be finish grade concrete block 8"x8"x16" nominal size with two open cells to fill with reinforced grout and reinforcing steel or foam in place insulation by Taylor Foam of FL. B. Masonry Reinforcement - Provide a 9 GA ladder - Dur-O-Wall ASTM A-36 - Galvanized reinforcement at 16" o.c. - vertically every other course for all masonry walls. DA 3200 Ladur - Single Wythe System. C. Mason - Cement Mortar - Shall be. per M-4, Sheet S3. D. Tool all horizontal joints and float smooth ail vertical. Wipe off all burrs and fill in all voids for paint finish. DIVISION 5 - STEEL A. Steel Columns shall be 3" STD Pipe Column 36 Steel per Detail Sheet S1. B. Reinforcement steel - See 3-C Concrete Notes. I - DIVISION 6 -ARCHITECTURAL WOODWORK AND MILLWORK- FIBERGLASS & PLASTICS (Provide submittals for each). (Vero Millwork as contact and others) A. Decorative fiber -reinforced polymer composite colonial columns as follows: Provide and install (4) columns, supporting the west gable end - 8" x 16" block and PC lintel concrete beam - B-Z. Option 1 - Use Bottom 3' L - x 10" 0 of plain square Perma Cast column by HB&G (structural unit) with 4' L x 8" diameter Perma Cast Column (or equal) by HB&G (structural unit) each bearing up to 8K). Fill column composite w/3000 lb concrete grout with (1) #6 rebar - HB&G Fibertech or equal Option 2 - Support beam B-2 with (4) 3" diameter 3/16" steel columns with bearing plates top and bottom. Hot dipped galv. Column and anchors with HB&G Perma Wrap or equal, made of cellular PVC. Columns split in diag. Halves and cemented together with epoxy clear adhesive. Y2" cellular PVC. (1) Piece, square with base, Capital and 3' high, dado trim design. (4) Required. HB&G; Fibertech or equal. B. Porch Railing: Shall be 3' high, decorative Perma Porch Railing, Outerbanks style, HB&G or equal. With 1-1/2" PVC, Rails 1-1/2" x 4" plank (synthetic PVC). Provide submittals. HB&G, FiberTech or equal. C. Decorative Faux Plastic Polymer Rectangle louver faux trim. Provide (6) 18" x 24" decorative trim units and install within Hardi Trim. (2) at gable ends and 4 for cupola. Fypon; Melton Classics or equal. Provide submittals. D. All framing lumber to minimum of Grade 2, Group I II (Hem -Fir, Spruce -Pine -Fir) except where higher grade / group is specified on sections and detail sheets. E. Sheathing shall be as follows: 1. Roof sheathing shall be APA rated sheathing, Exposure 1, span rated as per the rafter or truss spacing. APA rated stru ,-tural 1 sheathing shall be used when specified on sections and details sheets. 2. Sizes given for nails are common wire nails. Note: 1. Framing members shall be fastened together in accordance with the 2004 Florida Building Cod w/supplements, except where fastenings schedules are more stringent on the sections and details sheets. 2. Uplift connectors shall be provided to resist uplift loads in accordance with Type, Amount, and Cat. No. Shown. Sheathing Notes: 1. Roofing sheathing to be wood structural panel Exposure 1 2. Roof sheathing shall be thickness or greater = 19/32" 3. Roof trusses @ 24" O/C Maximum 4. Truss chords shall have a specific gravity of G=0.46 or greater i DIVISION 7 - ROOFING AND THERMAL INSULATION - NOA 01-0828.4 A. Metal Roofing System shall be a 24gauge, galvalume, 5-V crimp. Color to be galvalume. Install 30# felt underlayment utilizing Dade County Specification. Install galvalume drip edge to entire perimeter, install galvalume flashing around cupola. Install 24-gauge, 5- V-cripm metal panels to manufacturer's specifications for 140 mph, Category "C" high wind requirements. Install lead vent collar. Clean roofing debris from jobsite and clean all surfaces. 1. Locations: Install 5-V crimp galvalume roof system on building roof and cupola roof. Cupola is hipped building roof; Building roof is gabled. Each requiring hip or ridge caps per building code. 2. Wood Deck shall be 5/8" nominal 19/32" plyscored plywood sheathing nailed w/8d common annular ring shank nails spaced at 6" o.c., field and, 3" o.c. edges and zone 3. 3. Metal Panels and Accessories: a. Install the "5V-crimp Panels' including fleshings penetrations, valleys and accessories in compliance MBCI's current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133., 2,+ G A UG, IE. b. MBCI's '5Vcrimp panels" shall be installed with a minimum #14 SDS zinc coated sealing washer fastener of sufficient length (but not less than 1-1/2") to penetrate 5/16" through the sheathing. #14 SDS zinc coated fastener shall be spaced at a maximum of 12" o.c. perpendicular to the slope, in rows spaced 36" o.c. running parallel to the slope of the roof. C. #14 SDS zinc coated fastener shall be spaced a minimum of 4" o.c. at the. eaves and rakes, and at valley, and sealed with triple -bead sealant tape. All perimeter attachment shall be in accordance with Roofing Application Standard RAS 111. B. Attic Insulation and Sealer: Gable end walls and bottom of roof deck shall be spray foam system (Icynene system) with 4-1/2" to 5" from masonry wall cap to wall cap. AI14 building perimeters (to limit heat gain in summer and heat loss in winter and seal out salt atmosphere out from truss connectors and truss anchors. Manufacturer: Icynene or equal�l, approved by the Building Department. C. CMU Wall Insulation: Fill open block cells with "foam in place" insulation system by Taylor Foam of Florida or equal. (retard heat gain in summer and heat loss in winter.) DIVISION 8 DOORS AND WINDOWS (GLASS BLOCK) OPENINGS and Smart Vents: Provide Submittals. A. Doors (8.16.16) Exterior Doors shall be plastic fiberglass 3'-0" x 7'-0" x 1-3/4" Outswing -- opaque fiberglass doors; solid core, flush doors. (3) required. As manufactured by Nanya Plastic Corp. with maximum design pressure rating of +65.0 psf and - 70.0 psf or Therma-Tru doors or equal. (Local contact: Vero Millwork; Stock Lumber) B. Hardware: ADA Lever locksets, butts and closures and thresholds. 1. Lever - Lockset - Handing; non -handed. 2. Door thickness, 1-3/8" to 1-7/8" standard; backset 2-3/4" standard, Front: Stainless steel 2-1/4" x 1-1/8" square corner, beveled for backset standard; Latch Bolt: brass, chrome plated. Exposed Trim: wrought brass and bronze; Levers: of pressure cast -zinc; plated to match main finish Strike: ANSI Curves strikes 4-7/8" x 1-114" x 1-1/4" Cylinder and Keys: 6 pin - Everest C123 Keyway standard with two (2) nickel silver keys per three (3) locks required (3-year warranty) Manufacturer: Schlage Lever AL Series, Yale or equal. (Local contact: Vero Millwork) 3. Butts: Full mortise hinges (heavy weight). Provide 4 1199 - Brass/stainless steel. Square corner butts for three (3) exterior doors. Manufacturer: Hager; as listed, Ives or equal (Local contact: Vero Millwork, Stock Lumber or equal) 4. Closures: Provide and install two (2) LCN-4040 Series. Exterior door with top jamb (push -side) push out at interior, pull out at exterior. Closures (1) each for doors #1 and #2. Each shall be ADA accessible Lb. Pressure oil-draug closures of stainless steel wrap with plastic cover. LCN, Norton or Equal. (Local contact: Vero Millwork, Stock Lumber or others). 5. Thresholds: Provide and install two (2) zero interior ADA accessible, Outswing #566A saddle thresholds. (1) each for doors #1 and #2 and (1) Outswing bump threshold, standard, with Nanya Plastics Corp -Door Manufacturer, Zero, Pemko or equal. (Local Contact: Vero Millwork, Stock Lumber or others). V I N c 10 - CO MT- C. Glassblock: Provide and install (2) glass block window openings of (6) 8'x 8" x 3-7/8" clarity (color c) Provided submittals. clear), single row, set in type "M" or "S" mortar ASTM C270, with (1) horizontal ladder D. Electric Hand Dryers reinforcing. 9 gauge galvanized at top and bottom of single row opening. a) #0130-71 Surface mounted automatic with almond color cover (by Porcel-A/R) Conditions: Salt laded, 140 mph .window factor, Category "C", wind borne area. 12 x 9 x 9 ± NOA No. 07-0322.14. b) Model 0150 No touch D. Smart Vent Masonry Wall Vents: i c) Mounted center line of 40" AFF Provide and install on exterior masonry walls, as follows: (6) on East, (3) on North, (3) d) (2) Required - (1) each Toilet Room (Men's and Women's) with 1/8 HP w/UL Listing on South and (2) on West; Total of 14 Smart Vents per drawings. Vents shall be e) Provide submittals. stainless steel Smart Vents for Ventilation - Model #1540-510. Telephone 877-441- 8368, www.smartvent.com E. Soap Dispensers: :_... - _-._- - _,-_•.--.__ __...._.�...._:__ - .__..-_._____r__... _._�__�__ _.-____........_..____._.. _..___.. ___ . a) Provide and install (2) two (quantity of 2); surface mounted, stainless steel with $4 DIVISION 9 - FINISHES: satin finish. A. Quarry Tile: Shall be manufactured by Dal -Tile, Metropolitan ceramics or approved b) #0342 Horizontal soap dispensers, (1) at Menls and (1) at Women's equal as follows: c) Size: 8-1/8" x 4-3/4" x 5-1/4" projection. 1. Ceramic Quarry Tile: Shall be non -slip unglazed ceramic tile meeting ASTM d) ASI or equal standards and the ANSI Al37.1 specification for quarry tile. The body composition e) Provide Submittals. shall be of the finest shale and clays producing a uniformly dense body with slip - resisting texture. Color shall be selected. Size shall be x 6" x 6" floor tiles with 6" F. Baby Changing Stations: x 6" base at perimeter (over CMU Walls) floor substrate is concrete. Use thin set a) Provide and Install two (1) in Men's and (1) in Women's Toilet Room for (quantity of applied evenly over concrete floor with thin -set trowels per install recommendations. 2); surface mounted, high density polyethylene; grey colored, baby changing Joints: Use nominal 3/8" joint widths. stations (4" deep when closed) with built-in dispenser for sanitary liners, hooks for 2. Install as follows: diaper bag. Koala, ASI or equal. • Mix the from several cartons for best shading during installation. Use beating b) Provide submittals block to embed tile and align surfaces and edges. Clean colored grout with G. Signage: 10,14.00 cheesecloth or toweling for uniform grout color and most uniform grout level a) Provide and install (2) ADA system accessible restroom signs. and texture. Grout joints may be damaged by some acid cleaners. Test a b) Entry door mounted (exterior) shall be Mohawk 1000 ADA system or equal. small area first. Wet floor with clean water before applying any acid cleaner. (1) for Women's and (1) for Men Do not use any product containing Hydrofluoric acid since it will attack both c) Size: 8" x 8" with symbol for Women or Men plus lettering and Grade 2 Braille sign grout and tile. See Dal -Tile website for complete downloadabie specification system meeting ADA-ANSI-Al 17.1. information. d) Made from Hard phengiic plastic laminates or injection molded high impact 3. Grout: Grout shall be dark colored, selected by architect and or City polystyrene for exterior - door mounted with raised Braille and raised text/ Managers/Agent. e) Kroy Sign Systems, Inc. or Mohawk Sign Systems, Inc or Equal • It is the responsibility of the tile installer to thoroughly clean and remove all f) Provide Submittals. the grout residue and the dulling film inherent in the installation process. H. Weathervane w/Sailboat Finial: • After initial clean up, a period must be allowed to permit proper curing - 28 Custom Home Accessories Inc. @ www. Mailboxes.info. days for maximum grout hardness. Prior to this period, it is recommended Telephone # 800-265-0041, Fax: 916-635-0228 that the installer mop the floor with a temporary coating solution of a neutral Black Weathervane w/small sailboat finial atop cupola. chemical cleaner in a ratio of one part cleaner to one part water. Contact: (www.weathervane.com-)at • Provide Submittals. 11300 Trade Center Drive. Ste -A B. Hardi-Plank: Lap Siding: Rancho Cordova, CA 95742 1. Provide and Install 6-1/2" wide exposure, Hardi-Plant siding with XLD Hardi trim. (Also, small cupolas) Directly attached to CMU construction on entire West wall of lanai cover porch. Provide Submittals. Blind nailed directly to concrete block with stainless steel fasteners (salt laden conditions follows: 140 mph wind factor, Category "C".) Use 1-1/4" starter piece at bottom edge to ensure consistent park angle. Install per manufacturer's instructions. Instructions available at Architect John Schlitt's office) Hardi-Plan or equal. Provide submittals. See data on sheet A-2. Fasten at 16" o.c. C. Hardi-Panel at Porch Ceilings and Soffit Ceiling System (Exterior) 1. Install 4' x 8' x 3/16" cement fiberboard hardi-panels with pneumatic fasteners, non- corrosive with head per manufacturer recommendation for high wind 140 mph, Category "C". Apply 1 x2 cedar trim (back primed) at porch edges and at center joints. James Hardi or equal. j 2. Interior Ceilinq: at Men's Room and Women's Room shall be same as for exterior but without high wind nail requirement. D. Stucco Finish System: _ ... 1. Provide 5/8"-3/4" cement sand floated stucco around Lanai beam and a 5" wide ..... ...---..__......_...._..__ _... stucco band on lath around tope and sides of Door #3 at exterior and Interior Doors #1 and #2 and provide 5/8" sill at 4 edges of glass block windows A -North and A - South, both exterior and interior. 2. Stucco on metal lath shall be 5/8" thick, 3-coat system with floated sand finish (industry standards required) 3. Cementitious finish on exterior CMU walls shall be 2 coats (same day) system (industry standards required) with float sand finish. 4. Stucco trim shall include vinyl trim edges to thickness shown on drawings (industry standards required) E. Painting: 1. CMU walls: Interior and Exterior: Tooled masonry walls shall be prepped with abrasive tool to remove jags and burrs before primer. Primer shall be acrylic water base paint with block filler, Wall Color: Porter, Pittsburg or equal. Color to be selected by Architect or City Manager/Agent, 2. Exterior Trim: Lap siding and Corner Trim Trim - White. Gloss Acrylic _ White: Porter, Pittsburg or -equal. 3. Exterior Fascia and Soffits: a. Trim - White. Acrylic Semi -Gloss - White, over stain seal primer. 3 coat system: Porter, Pittsburg or equal. '4. (2) Restroom and Lana Ceilings: a. Cement fiberboard and trim. Color - Off White, Latex flat paint (3) coat system. Porter, Pittsburg or equal. F. Carpentry- Finish Work, Accessories: 1. Metal Hardware 2. All metal hardware exposed directly to the weather shall be hot dipped galvanized coated with a min. of 1.8 oz. Per sq. ft. of steel meeting the requirements of ASTM A-90 triple spot test or marine stainless steel. 3. All accessories for use in exterior wall construction but not directly exposed to weather shall be galvanized in accordance with ASTM A-153, class B-2 or if exposed, shall be vinyl plastic or marine stainless steel. 4. Sizes given for nails are common wire nails. 5. Soffit at porches shall be 3/16" Hardi-panels or stucco on rib lath attached to truss bottom chords @ 24" on center. DIVISION 10 - SPECIALTIES - Toilet Room Accessories (American Specialties, Inc. or Equal) t Provide Toilet Room Accessories as follows: A. Grab Bars - a) At rear and side of toilets for Men and Women's Restroom (2) each b) (2) 42" L x 1-1/2" 0 stainless steel type 304 with satin finish attached to rear CMU Wall of each toilet (#163) c) (2) 36" L x 1-1/2" O stainless steel type 304 with satin finish attached to side CMU wall (#164) front. d) Optional: Install (2) type 56 with A=36", B= 54" one piece grab bars (1-ex-sex) j e) Provide submittals. R. Frameless Minor - Front Mounting: a) (2) Required -18" x 24" stainless steel mirror of 20 Gauge Stainless steel polished to #8 Mirror finish # 8026. b) Provide and Install (1) at HC required - 40" height at bottom in both men and ;. women's toilet room. c) Provide submittals. C. Toilet Paper Dispensers (TPD) a) #0030 - Surface Mounted dual'roll toilet paper dispensers (2) required. b) install (1) unit in both Men And Women's' toilet room at ADA required heights and distances. = 6 SCHLITT $ U ! L O E a a 111417TH STRL+L+T VCRO BEACH, FL.32960 TBL:772-569-4999 ♦ vA 772-778-7898 1 SC13rQSU CGC 052903 rn o� �-.. CD CD W Z HLL -- h� X !✓ o C U m W� Z Om0 • o: 0 2: z LU� fl >W 1-- I REVISIONS 1 Q i� O p }- W J > Q U F [)�_ co U_ W I- mcr- Wz 0 W W � W > O COW OZ> 0 Z Q Q � GC E CL � rZ- 0 P R O J E C T ARCHITECTURAL SPECIFICATIONS ROMM 110.1 DATIM sCatEr - CNEOKED BYs A A"MVeo are S H E E T N O. M FP&L TRANSFORMER VERIFY LOCATION IN FIELD. PROVIDE METER WITH 3#3/0 & 1#3G - 2"C. DOUBLE LUGS EXISTING PANEL PANEL PANEL "P2" 'LS" 12012040V 1201204aY 120/240V �- 10 100A 100A METER 200A NEMA 311 NEMA 3R NEMA 3R 200A 120/2240V NEMA 3R 1 #3G. CU - 2"C. & 1#80 - 1-1/4" -3#6 & 1#10G - 3/4" ELECTRICAL RISER DIAGRAM I. I i i I BATHROOM PANEL DISC. "a" 2P 12012040V NEMA 3R i . i 20A LEGEND - - - - - - EXISTING TO REMAIN LIGHTING FIXTURE SCHEDULE LAMPS BALLAST SYMBOL TYPE DESCRIPTION VOLTAGE MOUNTING RE NO. I TYPE WATT TYPE C O2' FLUORESCENT WALL MOUNTED VANDAL RESISTANCE FIXTURE. LUMINAIRE "LVP 524" SERIES. 2 T8 3500"K 17 HIGH FREQ. ELECTRONIC 120 WALL O SURFACE FLUORESCENT COMMERCIAL WRAPAROUND WITH CLEAR ACRYLIC PRISMATIC DIFFUSER. 2 T8 32 HIGH FREQ. 120 SURFACE "HW" SERIES 3500'K ELECTRONIC CEILING (DDAYBRITE OVANDAL RESISTANCE WALL MOUNTED FIXTURE FINISH AND BLACK REVEAL. DAYBRITE "2P3G" SERIES. 1 CFL 42 HIGH FREQ, 120 CEILING RECESSED 1 O ELECTRONIC THERMOPLASTIC EMERGENCY BATTERY PACK 2 HALOGEN 12 - DUAL - MCPHILBEN "CAX' SERIES NOTES: GENEREAL NOTE: (D VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. NO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE CONTAI IN THESE DOCUMENTS WILL BE CONSIDERED WITHOUT PRIOR AND/OR APPROVAL BY THE ARCHITECT AND ELECTRICAL ENE (2 MOUNT AT 7'-6" ABOVE STAIR LANDING. O PROVIDE FIXTURE WITH ACCESSORY WIRE GUARD. PROVIDE CUT SHEETS FOR OWNER APPROVAL PRIOR TO ORDI �4 INSTALL FIXTURE ON SINGLE STEM ADJUSTABLE SWIVEL HANGERS WITH BOTTOM OF FIXTURE AT 10'-0". E L E 60'� T lro___ tl kC_ "A L 910--- 1 L A N ELECTRICAL SHEET INDEX SHMTf MsompTm EO.1 ELECTRICAL PLAN, NOTES, LEGEND & INDEX ELECTRICAL LEGEND ((j) 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF TT11'' OUTLET UNLESS NOTED OTHERWISE. gGFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, fit" MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. Q JUNCTION BOX i 4 EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. SINGLE POLE, 20 AMP, SWITCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. SINGLE POLE, 20 AMP, MOTION DETECTOR SWITCH. MOUNT 42" A.F.F. TO CENTERLINE D TO CENTERLINEOF SWITCH UNLESS OTHERWISE NOTED. SENSOR SWITCH MODEL "WSD-PDT" SERIES ® ELECTRICAL PANELBOARD (_e) CEILING MOUNTED M011ON SENSOR WITH A PICK UP OF 28' RADIUS. SENSOR SWITCH MODEL "CM-PDT-10" .E OF BRANCH CIRCUIT PANT BREAKER TER OR APPROVED EQUIVALENT VOLTAGE: 120/2 AIC SYMM: 22 OOt COND. TRIP CKT. A PHASE KVA C PHASE KVA CKT TRIP I COND, GND. WIRE 1 2 20 1 0.6 1 0.4 2 20 1 2 2 #12 - 20 3 - 0.8 4 20 1 2 12 #12 - 20 5 - I - 6 20 - - - 1.0 0.8 8.3 1 6.6 1.8 KVA PER PHASE 1 AMPS PER PHASE 1 TOTAL KVA JLE OF BRANCH CIRCUIT PANEL "P1" 'ROVED EQUIVALENT VOLTAGE: 208/12OV, 30, 4 WIRE AIC SYMM: 22.000 COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT TRIP COND. GND. WIRE DESCRIPTION - 20 2 1 1.5 1.5 2 20 2 - - - LIGHTING 3 1.5 1.5 4 - 20 2 5 0.1 0.5 6 20 1- - - DOCK LIGHTING 7 1 0.1 1 1.2 1 8 20 1 CONVIENCE RECEP. - 20 9 - - 10 20 1 SPARE - 20 11 - 3.7 12 00 2 - - - PANEL P2 - 20 13 - 3.7 14 - 20 15 - - 16 - - - - SPACE - 20 17 - - 18 - - - - SPACE - 20 19 - - 20 - - - - SPACE - 20 21 - 22 ISPACE -1 2 2 2 23 1.01 0.1 24 20 - - - XFMR T1 25 0.81 6.6 26 60 3 - - - PANEL "LS" - 20 27 - 6.6 28 - 20 29 - 6.6 30 15.4 1 128.3 9.6 1 80.0 37.0 12.0 100.0 KVA PER PHASE AMPS PER PHASE TOTAL KVA ELECTRICAL SPECIFICATIONS PART 1 -GENERAL I A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NA11ONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) . . 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIA11ON (IPCEA) 9. FLORIDA BUILDING CODE. 2004 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF XXXXXXXXXXX BUILDING CODE. (AMMENDMENTS TO FLORIDA BUILDING CODE 2004) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCA11ON OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST .QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. E. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. - 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4" ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. -1. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) SHALL BE WHITE COLOR UNLESS OTHERWISE NOTED. FACEPLATES SHALL BE SMOOTH, WHITE NYLON. PART 3 --EXECUTION A* COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: « 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. " 2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B, WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALLBE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING' AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. TO 200 FT AND TWO (2) WIRE SIZES FOR RUNS OVER 200 FT. 0. FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PREVENT VOLTAGE DROP EXCEEDING 27.. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. P. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN 11ME FOR THE OWNERS CONFIRMATION. Q. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. R. PER NEC 210.8(B)(3) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NONDWELUNG-TYPE KITCHENS TO BE GFCI PROTECTED. I IF nip svmw 9Ws p�jk n0,: 2008-0427 P.F. dro"by: B.B. scdc AS NOTED dft 08-05-08 � '111 3 M w kullmll I rm- " I I I _..IE, SEE 1 CIVIL FOR�CONTINUATION. p L A J�LV-0 / L" _2p 3" SANITARY LINE, SEE CIVIL FOR CONTINUATION. SANITARY ISOMETRIC N.T.S. t p 151/2p� 1 1- J 1 p t1-1/2" DOMESTIC WATER LINE, SEE CIVIL FOR CONTINUATION. DOM. WATER ISOMETRIC N.T.S. PLUMBING LEGEND I� CO CLEAN OUT ►1 SANITARY SEWER PIPING S.O.V. SHUT—OFF VALVE it 5- — — — -S VENT PIPING COTC CLEAN OUT TO GRADE li j{r— — —S DOMESTIC COLD WATER PIPING FS FLOOR SINK I� fr-----s HOT WATER PIPING (110') CW DOMESTIC COLD WATER li Sr— — — — —S HOT WATER PIPING (140') HW DOMESTIC HOT WATER { HOT WATER RECIRCULATING PIPING HWR DOMESTIC HOT WATER RECIRCULATING 1j �--CD--S i CONDENSATE PIPING HB HOSE BIBB f — CA COMPRESSED AIR PIPING VTR VENT THRU ROOF I! S—T&P --- ; TEMPERATURE AND PRESSURE RELIEF Dd • GATE VALVE %j S-- SD --S STORM DRAIN PIPING D04 GLOBE VALVE II S— G GAS PIPING (� CHECK VALVE PIPE RISE UP GAS SOLENOID VALVE PIPE DOWN OR DROP GAS COCK E— CAPPED END OF PIPE C WATER HAMMER ARRESTER (PDI No.) i �-- POINT OF CONNECTION ® FD FLOOR DRAIN —� �i P—TRAP FIHA PLUMBING FIXTURE SCHEDULE HANDICAP LAVATORY, ACORN ENGINEERING, WALL HUNG LAVATORY, PENAL —WARE MODEL# LAV 1652—ADA—I—BP-4—LW1 MUST MEET ADA REQUIREMENTS. IWH TANKLESS WATER HEATER SHALL BE BOSCH "POWERSTAR" MODEL # AE9.5, 208V, 1 PHASE, 3.5 KW. I.i HANDICAP WATER CLOSET, ACORN ENGINEERING, FLOOR MOUNTED, 1.6—GPF, PENAL —WARE MODEL# HWC 1695—W-3—ADA—FVT MUST MEET ADA REQUIREMENTS. HDF HANDICAP DRINKING FOUNTAIN, ACORN ENGINEERING, WALL HUNG, PENAL —WARE MODEL# 111672-1—BP-3 MUST MEET ADA REQUIREMENTS.' GENERAL NOTES: j 1) — FIXTURES SHALL BE AS SHOWN OR EQUAL. 2) — ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2004 3) — ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE, SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH AS THE ABOVE SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE. (4) — ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY. 1 I i i l� PROVIDE TEST TEE r'Vr WITH SCREWED COUNTER— I I SUNK ABS PLASTIC PLUG: TAPERED —THREAD WITH i {I TFE JOINT COMPOUND. WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. ,f CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: 1i PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. I II WALL CLEANOUT DETAIL NOT TO SCALE SHOCK ARRESTOR SCHEDULE P.D.I. DESIGNATION MANUF.I'& MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652—A 1-11 1/2" B SIOUX CHIEF 653-8 12-32 3/4" C SIOUX CHIEF 654—C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1 /4 3 to 6 1 /8 8 or larger 1 /16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 1 PLUMBING SHEET INDEX slur# DEsC RYMN P0.1 PLUMBING PLAN — NOTES, LEGENDS, ISOMETRICS AND DETAILS i i PLUMBING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 2004, APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. i 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPEC11ONS OF HIS WORK BY REGULATORYAUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY ;DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WATER KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. i ALL FIXTURES MUST BE PROVIDED WITH READILY, ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND WH—PDI 201. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. i PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. PROVIDE COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS FINISH TO MATCH FIXTURE TRIM. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS, ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION PER TABLE 4-11 F.B.C. 2004 WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. CONDENSATE LINES SHALL NOT DRAIN ON THE ROOFING SYSTEM OR ANY OF ITS COMPONENTS AND CONDENSATE LINES NEED NOT COMPLY WITH MIN. CLEARANCE REQUIREMENTS PER FBC 2004, PAR. 1522.3.5 PROVIDE ANGLE STOPS ON ALL WATER SERVICE TUNES TO FIXTURES FOR INDIVIDUAL SHUT—OFF. WATER PIPING INSULATION SHALL BE ARMAFLEX TOR EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER'PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES, INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX. PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,' FIRE SPRINKLER, STRUCTURAL AND CIVIL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS, BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO'ADDITIONAL COST TO THE OWNER. CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY ;THE CONTRACTOR TO AVOID CONFLICTS AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT INSTALLATION MEETS ALL APPLICABLE CODES. ISSUED FOR REVIEW I 41 B o, 00 wi 01 U� N 00 1? G �Mw v 0 Av 0 cV 00 0 � av U N �a p no.: Fprojt. 2008-0427 project manager: P.F. checked by: B.B. scale: AS NOTED date: 08-05-08 sheet PO* I project WFA i WFC 8.5' NGVD WFA 8.5' N VD 3 3 M GRAVEL 18.5' NGVD I OORIN 18.5' NGVD I 8.5 NGVD 3-441 4" FIBERMESH REINFORCED iz CONCRETE SLAB ON GRADE I \ OVER 6 MIL POLY VAPOR BARRIER ON TERMITE TREATED�� SAND FILL COMPACTED TO ' v 95% MAX DRY DENSITY I Q,rM o (TYPICAL UNLESS NOTED OTHERWISEJ_ _I o a o a 03M I I i MASONRY WALL 4" FIBERMESH REINF CONCRETE SLAB ON GRADE r'FINAL GRADE t I N s e • (2) #5 CONT WFA MASONRY WALL 4" FIBERMESH REINF GRAVEL CONCRETE SLAB ON FLOORING GRADE �o x s (2) #5 CONT WFB GRAVEL FLOORING FINAL GRADE I I° J� (2) #5 CONT INCREASE�ESHOLD AT DOOR WIDTH FOR RDOPENING WFC STEEL COLUMN, SEE SCHEDULE 4" FIBERMESH REINF CONCRETE SLAB ON SLOPE 114 /FTI GRADE " FINAL GRADE x I (2) #5 CONT WFD MASONRY WALL 4" FIBERMESH REINF GRAVEL CONCRETE SLAB ON SLOPE 1/47FT FLOORING ; GRADE _j (2) #5 CONT WFE WALL FOOTING DETAILS DENOTES COMPONENT AND CLADDOING DESIGN WIND PRESSURES (TYP) +40.7 —53.1 DENOTES FILLED CELL REINF W/ #5 VERT FULLY GROUTED (TYP) O ■ ■ ■ ■ ■ ■ ■ ■ ilU 8.5' NGVD m �; �" ■ ■ cam., O 0 �Q �Q n N c� r< -� 8.5 NGVD ■ 8.5 NGVD , ■ 8.5 NGVD N N N n GRAVEL i' FL00 (3) B"X16-X4" VENT ■ \_BLOCK W/ PRECAST ■ ■ ■ ■ LINTEL ABOVE (TYPICAL 4 LOCATIONS) +40.7 5' NGVD Iz +40.7 —44.3 \ —44.3 1 0 SC1 SC1 SC1 SC1 i i i FLOOR PLAN i SCALE LAP SPLICE LENGTHS fc' BAR N0. 3 4 5 6 1 7 8 9 1 9 COMPRESSION LAP SPLICE >3000 12 15 19 23 27 30 34 39 CLASS A TENSION LAP SPLICE 3000 13 17 21 25 36 42 47 53 4000 11 15 18 22 32 36 41 46 5000 10 13 16 20 28 32 36 41 CLASS B TENSION LAP SPLICE 3000 16 22 27 33 47 54 61 68 4000 14 19 23 28 41 47 53 59 5000 13 17 21 25 37 42 47 53 12 RE —ENGINEERED SEE ARCH PLANS FOR 51 ROOF TRUSSES ROOFING MATERIAL FASTEN EA TRUSS W/ SIMPSON HETA16 TOP OF WALL Ah 2X4 SUB —FASCIA :` 17.16' NGVD 8" U—BLOCK REINF W/ #5 :•:. FULLY GROUTED " .' ` 8" HALF BLOCK REINF W/ #5 0 RH G FULLY GROUTED FACIA AND SOFFIT \—PRECAST LINTEL REINF W/ SPECIFIED BY BUILDER #5 FULLY GROUTED (2) COURSES OF 8" U BLOCK HEADER AT DOOR OPENING REINF W/#5 EA COURSE FULLY GROUTED 8" MASONRY WALL REINF W/ #5 VERT IN FILLED CELLS AT THE FOLLOWING 9 GA HORIZ LADDER TYPE LOCATIONS REINF 0 16" OC 1. ALL CORNERS AND INTERSECTIONS 2. MAX 48" OC 3. AS SHOWN ON THE PLANS SEE ARCH DWGS FOR WALL FINISH HEADER AT VENT OPENING 8" HALF BLOCK PRECAST LINTEL MASONRY WALL cc tn a n-M VENT BLOCK 4" FIBERMESH REINF g� CONCRETE SLAB ON GRADE FIRST FLOOR _ FINAL GRADE 8.65' NGVD 6 MIL POLY VAPOR BARRIER SEE FOOTING DETAILS CLEAN GRANULAR FILL (TERMITE TREATED) COMPACTED TO 95% MAX DRY DENSITY TYPICAL WALL SECTION STEEL COLUMN AND CAP PLATE TO BE SHALL BE ERECTED AND rALIGNED PRIOR TO PLACING ELEVATED CONC BEAM CONCRETE BEAM STEEL CAP PLATE SEE DETAIL 3" DIA STD PIPE I j SET BASE PLATE IN ! CONCRETE. ALIGN AND FIELD WELD COLUMN BASE TO BASE PLATE i i STEEL BASE PLATE SEE 1 3/16 DETAIL i I V I L7Z 6 Q CUPOLA FRAMING, SEE — 1� Ui I DETAIL A/S2 3I I I LTL 16 J (— (_ LTL 16 (DESIGNED BY OTHERS)77 •a 8"X16" CONCRETE BEAM REINF Q W/ (2) #5 TOP AND BOTT AND #3 STIRRUPS ® 12" OC I' ROOF FRAMING PLAN j SCALE 1/4 -C-0" . I (4) 5/8" X 6" NELSON STUDS \ i = N DIRECTION OF . �� \1 STEEL COLUMN, CONCRETE BEAML co �� SEE SCHEDULE e I' N it 1/2" THICK STEEL TE 4" 8" is CAP PLATE CP1 i! X 6" NELSON STUDS : I�� }> STEEL COLUMN, 00 SEE SCHEDULE —144 I' 4 1/2" THICK —� STEEL R 4" 8" I WALL FOOTING BASE PLATE BP 1 STEEL COLUMN DETAIL FASTEN OUTLOOKER TO TOP CHORD OF GABLE END - TRUSS W/ SIMPSON H10 FASTEN PLYWOOD SHEATHING TO GABLE END TRUSS W/ 10D @ 6" OC AND TO 2X4 BLOCKING W/ 10D ® 6" OC 2X4 SUB FASCIA 19/32" CDX APA RATED PLYWOOD SHEATHING FASTENED TO TRUSS W/ 10D ® 6" OC — EDGE, 6" OC FIELD, BLOCK ALL PANEL JOINTS / 2X4 BLOCKING BETWEEN OUTLOOKERS / FASTEN BOTT CHORD OF TRUSS TO TOP OF COCNRETE BEAM W/ — SIMPSON HGAM10KTA MOISTURE BARRIER — 8"X16" CONCRETE BEAM REINF W/ (2) #5 TOP AND BOTT AND #3 STIRRUPS ® 12" OC SCALE 3/4"=1'-0" ROOF SHEATHING REAL IIREMENTS 19/32" CDX APA RATED PLYWOOD SHEATHING 1 — LONG DIMENSION PERP TO TRUSSES — END JOINTS STAGGERED — FASTENING SCHEDULE 10D RING SHANK ® 6" OC PERIMETER EDGE, 6" OC INTERIOR EDGES, AND 6" OC FIELD, BLOCK ALL UNSUPPORTED PANEL EDGES WITHIN 6 FT FROM EDGE OF ROOF — ALL SOFFIT, BALCONY CEILINGS, AND ROOF OVERHANGS SHALL BE: 19/32" CDX APA RATED PLYWOOD SHEATHING FASTENED TO CEILING OF OPEN PORCHES WITH 10D RING SHANK ® 6" OC PERIMETER EDGE, 6" OC INTERIOR EDGE, 6" OC FIELD, BLOCKING AT ALL UNSUPPORTED PANEL EDGES I t FASTEN OUTLOOKER TO TOP CHORD OF GABLE END TRUSS W/ SIMPSON H10 SEE PLAN FOR SHEATHING AND FASTENING REQUIREMENTS 1 FASTEN PLYWOOD SHEATHING TO GABLE END FASTEN OUTLOOKER TO TRUSS W/ 10D ® 6" OC TRUSS W/ LUS24 AND TO 2X4 BLOCKING W/ 1OD ® 6" OC 2X4 SUB FASCIA 19/32" CDX APA RATED PLYWOOD SHEATHING FASTENED TO TRUSS W/ 10D ® 6" OC 2X4 OUTLOOKER 0 16" OC EDGE, 6" OC FIELD, BLOCK ALL PANEL JOINTS 1 11 i i WHERE HEIGHT EXCEEDS 3 FT ADD 2X4 BLOCKING BETWEEN 2X4 STRONGBACK TO VERTICAL WEB OUTLOOKERS FASTENED W/ 16D ® 6" OC III !PRE ENGINEERED ROOF TRUSSES i !(DESIGNED BY OTHERS) FASTEN BOTT CHORD APPROX24" OF TRUSS TO TOP OF COCNRETE BEAM W/ SIMPSON HGAM10KTA V TOP OF WALL 1 Z 16 NGVD MOISTURE BARRIER (2) COURSES 8" MASONRY U—BLOCK REINF W/ #5 FULLY GROUTED EA COURSE lj it i i I ; SEE PLAN FOR SHEATHING AND FASTENING REQUIREMENTS FASTEN OUTLOOKER TO TRUSS W/ LUS24 r i 2X4 OUTLOOKER ® 16" OC WHERE HEIGHT EXCEEDS 3 FT ADD —2X4 STRONGBACK TO VERTICAL WEB FASTENED W/ 16D ® 6" OC PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) APPROX 24" BLOCK ALL 1 PANEL EDGES TOP OF WALL 06 17.16 NGVD �2X6 PT LEDGER FASTENED 19/32" CDX APA RATED TO TOP OF BEAM W/ PLYWOOD SHEATHING FASTENED 1/4"X3-3/4" TAPCON DIA TO TRUSS W/ 10D RING SHANK TAPCON ® 12" OC @ 6" OC EDGE, 6" OC FIELD, BLOCK ALL PANEL JOINTS i SCALE 3/4"=1'-0" SEE PLAN FOR SHEATH -AND FASTENING REQUIREMENTS H PRE—ENGINEERED ROOF TRUSSES' (DESIGNED BY OTHERS) 2X6 PT LEDGER FASTENED / BLOCK NIL 1/4"X3-3 " PANEL ED S TAPCON ® 12" C i TOP OF WALL 17.16 NGVD 19/32" CDX APA RATED PLYWOOD SHEATHING FASTENED TO TRUSS W/ 10D RING SHANK (2) COURSES 8" ® 6" OC EDGE, 6" OC FIELD, MASONRY U—BLOCK BLOCK ALL PANEL JOINTS REINF W/ #5 FULLY GROUTED EA COURSE SCALE 3/4"=1'-0" III o �C3 o 3 z M m 3 ¢ coo 0 Ltj w ' U W.i � w Ld Z�N U �OW 1=-W WQ�Upm3�w ww��oaZ0xow 0a4Qai--' 0wwa0:FozZw0s zo��-,00 �mF� O y ��wc'.wZ(, V2I=JC�WKd W O== w W n r=-a33 wnD iw lcl b (5 __.! 4.1 2 n Q (�o cu Q co Q C 00 Zo o (D 0 u a 0 c' : = w z Q Lo F- zZW� U)�Qm� Q N 00) 06 zoWF- W Q LL N t� zoo~ i _ W o U? LL Z co W WC%4 � =O w V rn LLJ � o Itti I � H U) V V) Z J Q n- LLJ 00 0 Z LL Q O LLI E-{ O O W ct � > m a O Ld Q W CL Zf,.. a U ENGINEER CER71RCATION ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH 8. BMLE REG. NO. 57396 IMWAM P. STODDARD FL G. NO. 57605 DATE: OtT 1 2C SHEET S1 PROJECT NO. 07-027 J BRACING PERPE TRUSSES, c I w to W W w cn z� ww IQ 4DI EE LAR TO DETAIL Y :\ w x a- sITERIAEDIATE 2X4 STUD (TYP) (2) X4 CORNER ITUDS (TYP) I 2X4 HAND FRAMING I I I, �i 11 I Ii Is FASTENED WITH MIN (3) 16D /\ \ FASTEN DOUBLE TOP PLATE TO EA STUD WITH 2X4 HAND FRAMING G - - - (2) SIMPSON MSTA12 FASTENED WITH MIN (3) 16D 15/32" CDX APA RATED PLYWOOD SHEATHING FASTENED FASTEN DOUBLE TOP PLATE TO EA STUD WITH / \ 15 / 32" CDX APA RATED W/ 8D ® 6" OC EDGE, 6" OC (2) SIMPSON MSTA12 \� PLYWOOD SHEATHING FASTENED FIELD (TYP 4 SIDES) (2) 2X4 TOP PLATE ' G� - - W/ 8D ®6 OC EDGE, 6" OC FIELD (TYP 4 SIDES) 2X4 BLOCKING BETWEEN TRUSSES 2X4 FASTENED TO FASTENED W/ (3) 16D TO CORNER STUDS AND 8D 0 4" OC-I 2X4 FASTENED TO CUT HOLE IN SHEATHING FOR SHEATHING W/ 8D ® 6" ,/HOC TO SHEATHING ! SHEATHING W/ 8D ® 6 " CORNER STUDS ONLY ../" OC �r 2X4 KICKER, FASTENED W/ (3) 16D EA END i i - - - - - - - - - - - - - - - - - - - - - - - - - - - FASTEN CORNER STUDS TO 2X4 X-BRACING FASTENED W/ ':. 2X6 ACROSS BOTTOM CHARD, ADJ TRUSS W/ MIN (3) 16D MIN (3) 16D EA END FASTEN W/ (3) 16D ® EA TRUSS EA TOP & BOT CHORD I SECTION X j I SECTION Y CUPOLA FRAMING A I SCALE 1 /2"=1 '-0" i I I I. li 'I I z WALL PRESSURE ZONES 0 o I I -- - -7 I 2 o /(D o I� I 2 I Q 0 2 �- a a -\ O 2 �\ I :I - COMPONENT AND CLADDING WIND PRESSURE FOR DOORS AND WINDOWS (POUNDS PER SQUARE FOOT) AREA ZONE 4 ZONE 5 POSITIVE NEGATIVE POSITIVE NEGATIVE 1 TO 20 FT 42.7 -46.2 42.7 -57.1 21 TO 50 FF2 40.8 -44A 40.8 -53.2 51 TO 100 FT 38.2 -41.9 38.2 -48.2 101 TO 250 FTZ 36.3 -39.9 36.3 -44.4 251 TO 500 F1' 31.8 -35.5 31.8 -35.5 ZONE 4 - INTERIOR AREAS OF WALL ZONE 5 - EDGE ZONES OF WALL DISTANCE "a" IS DEFINED AS 8 FT FROM ANY CORNER OF THE BUILDING COMPONENT AND CLADDING WIND PRESSURE (POUNDS PER SQUARE FOOT) FOR ROOF AND OVERHANGS AREA ZONE 1 ZONE 2 ZONE 3 POSITIVE NEGATIVE POSITIVE NEGATIVE OVERHANG POSITIVE NEGATIVE OVERHANG 1 TO 20 FT 24.6 -39.1 24.6 -68.0 -79.5 24.6 -100.6 -133.8 21 TO 50 FT 22.4 -38.0 22.4 -62.6 -79.5 22.4 -94.0 -120.8 51 TO 100 FF2 19.5 -36.5 19.5 -55.3 -79.5 19.5 -85.3 -103.5 101 TO 250 f72 17.3 -35.5 1 17.3 1 -49.9 -79.5 17.3 1 -78.8 1 -90.4 / 2 OJ O 0 LO \ I ZONE 1 - ZONE 2 ZONE 3 INTERIOR AREAS OF ROOF - EDGE ZONE - CORNER ZONE 3 3 - -2 DISTANCE "a" IS DEFINED AS 8 FT FROM DIAPHRAGM BOUNDARY I_ ROOF PRESSURE ZONES COMPONENT AND CLADDING DESIGN PRESSURES 6" FROM CORNERS (M a. 4 4 12" O.C. MAX. SPACING a- - 6" PRECAST LINTEL REINF CELL OR CONCRETE ADJACENT TO, BEAM OPENING W/ #5 FULLY GROUTED z a 1 /4"0 X 3-1/4- TAPCONS INTO Q cn :b GROUTED MASONRY W/ 1-3/4" EMBED (TYP) v 0 2X4 PT BUCK j � CONCRETE POUR SILL REINF W/ a 1 #5 1 -� d- • �� aIL a C p n WINDOWS AND DOORS SHALL BE CERTIFIED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECCOMENDATIONS TO WITHSTAND THE COMPONENT AND CLADDING DESIGN PRESSURES SPECIFIED IN THE GENERAL NOTES AND SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING OR SHALL BE MANUFACTURED IMPACT RESISTANT. BUCK FASTENING SCALE NTS DRYWALL FURRING STRIP [#5 IN FULLY GROUTED CELLS ADJACENT DOOR FRAME TO OPENING AS SHOWN DOOR I FLATHEAD SCREW, SEE WINDOW MANUF SPECS I 2"X6" PT BUCK STRIP 1/4" X 3-1/4" TAPCON SPACED 12" OC AND STAGGERED (MIN 1-1/4- PENETRATION INTO CONCRETE) NOTE: i. DESIGN ADEQUATE FOR 90 SQUARE FOOT OPENINGS. 12. DOOR FRAME FASTENED TO BUCK PER MANUFACTURER'S RECOMMENDATION. TYPICAL ID00 R FASTENING wJ SCALE NTS I FURRING STRIP DRYWALL [15 IN FULLY GROUTED CELLS ADJACENT 2"X4" PT BUCK STRIP TO OPENING AS SHOWN WINDOW PANHEAD SCREW, SEE WIN MANUF SPECS 1/4"1X 3-1/4" TAPCON SPACED 12" OC AND ',STAGGERED (MIN 1-1/4- PENETRATION INTO CONCRETE) i NOTE: 1. DESIGN ADEQUATE FOR 30 SQUARE FOOT OPENINGS. 2. I WINDOW FRAME (FASTENED TO BUCK PER MANUFACTURER'S RECOMMENDATION. TYPICAL WINDOW FASTENING SCALE NTS i 0 00 cep 3 z ri CL 003 m 3 ¢ a\o W � w ¢ ti � Q Q O U h o w =Z6oWOUr�N F-ZU�U�mi�U WWI � oW � zo��oo�o�mpg U JJ � � J Llj wo==ww �Uw� �a33 �is so 3wm:1p- CID U� 4W C Q (o cB W cN � Q c _ a) j 00 o co p z0 p W0 Q Oz0UW �z Q Z Z w co /1 0 00 VJ � N � prn O � Zt 0 W Q LLN }- z W �� W Z Z)N W O(o (� 0 U o tiff J 't04 D � J U � o � H o o = pa v w m � � 0 0 z W a z 0_ o E-4 a � ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. 8MLE riREG. N0. 57396 A. P. STODDARD FL, EG. NO. 57605 DATE: flC'T fm SHEET S2 PROJECT N0. 07-027 RC-8 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK—UP DATA IS AVAILABLE: M-10 PROVIDE VERTICAL REINFORCEMENT IN GROUT FILLED CELLS: I i a) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.58 MAXIMUM A. AS SHOWN ON THE DRAWINGS WT-11 WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED STRUCTURAL DESIGN CRITERIA (NON —AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED) B. MAXIMUM 48"OC T0, THE FOLLOWING INFORMATION: C. AT ALL CORNERS AND INTERSECTIONS a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS,'' SLOPE AND SPACING D-1 CODES: — FLORIDA BUILDING CODE 2004 WITH 2O06 ADDENDUM �� D. AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS OF THE WOOD TRUSSES. ASCE 7-02 MINIMUM DESIGN LOADS FOR b) ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND BUILDINGS AND OTHER STRUCTURES" RC-9 FLYASH, WHEN USED, SHALL BE LIMITED TO 20% OF THE CONVENTIONAL FRAMING MUST BE CONSIDERED. CEMENTITIOUS MATERIAL DO NOT USE FOR EXPOSED SLABS c ADJUSTMENTS TO ALLOWABLE VALUES DURATION OF LOAD FACTORS, ETC. D-2 SUPERIMPOSED DEAD LOAD M-11 REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE d3 REACTIVE FORCES AND THEIR LOCATIONS. ROOF (WITHOUT ATTIC STORAGE) 10 PSF SPLICED AND SHALL BE WIRED TOGETHER. LAP VERTICAL e) BEARING TYPE AND MINIMUM BEARING LENGTH. ROOF (WITH ATTIC STORAGE) 30 PSF RC-10 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL REINFORCEMENT ABOVE GRADE BEAM AND ABOVE EACH FLOOR f DEFLECTIONS, SPAN AND REACTION. I' INFORMATION SHALL INCLUDE: UNLESS NOTED OTHERWISE. g) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE AND LOCATION. LIVE LOADS: a INTENDED USAGE AND LOCATION FOR EACH TYPE h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. ROOF 20 PSF b MIX DESIGN FOR EACH TYPE M-12 PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH I) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL CORRIDORS 100 PSF c CEMENT CONTENT IN POUNDS —PER —CUBIC YARD VERTICAL REINFORCING. BRACING. d COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD J) TRUSS SPLICES MUST BE DETAILED. ' THIS .INCLUDES "PIGGY BACK" D-3 DESIGN WIND SPEED: 140 MPH (FBC) e) WATER CEMENT RATIO BY WEIGHT M-13 PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. TRUSSES. IMPORTANCE FACTOR: 1.0 f) CEMENT TYPE AND MANUFACTURER k) CONNECTION DETAILS: TRUSS TO TRUSS, TRUSS TO WIND EXPOSURE CATEGORY: C g SLUMP RANGE M-14 PROVIDE HORIZONTAL WALL REINFORCEMENT 9 GA. LADDER TYPE TRUSS GIRDER, PIGGY BACK TO TRUSS, ETC. MEAN ROOF HEIGHT, 12 FT h� AIR CONTENT (DUR—O—WALL OR EQUAL) IN BED JOINTS AT 16" O.C. MEASURED 1) BRACING: NOTE MINIMUM REQUIREMENTS WT-12 ROOF PITCH 5:12 i ADMIXTURE TYPE AND MANUFACTURER PERCENT ADMIXTURE BY WEIGHT VERTICALLY. WT-12 CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT k) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN M-15 JOINT REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING GCpi = +/— 0.18 1) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE C CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. ;.USE A MINIMUM OF ASSUMPTIONS: STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED OF REINFORCEMENT IN THE LAPPED DISTANCE. 2 X 4 GRADE MARKED LUMBER AT LEAST 10' LONG, WITH SIMPSON H2.5 A. BUILDING IS ASSUMED TO BE ENCLOSED AS DEFINED BY BY THE GENERAL CONTRACTOR AT EACH TRUSS, SECTION 1606.1.5 FBC M-16 AT INTERSECTING WALLS FIFTY PERCENT OF THE MASONRY SHALL B. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, RC-11 ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER BE LAID IN OVERLAPPING MASONRY BONDING PATTERN WT-13 TRUSS ERECTOR IS RESPONSIBLE FOR..ALL TEMPORARY BRACING OF TRUSS I.E. DOORS, WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING SYSTEM DURING CONSTRUCTION. AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS OF CONCRETE II AND CLADDING, AS SHOWN ON PLAN. RC-12 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE M-17 REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION WT-14 ALL CONNECTION HARDWARE SHALL BE GALVANIZED : SUPPLIED BY SIMPSON STRONG —TIE CO., INC., OR BY APPROVED MANUFACTURER. C. ALL PRE —MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, PERMITTED. HEIGHT OF MASONRY WALLS. PROVIDE CLEAN —OUT HOLES AT BASE .EQUIVALENT I.E. TRUSSES SHALL BE DESIGNED TO RESIST MAIN WIND FORCE RESISTING DESIGN FORCES, AS SPECIFIED ON PLAN AND OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN WT-15 ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S SHALL BE IN AND SHALL BE INSTALLED IN ACCORDANCE WITH RC-13 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH HEIGHT. REQUIREMENTS UNLESS NOTED OTHERWISE. MANUFACTURER'S SPECIFICATIONS RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO is D. ALL GLAZING IS HAVE EITHER IMPACT RESISTANT GLAZING OR BE BE 4" I.D. M-18 GROUT FOR FILLED CELLS SHALL BE VIBRATED DURING "PENCIL" PROTECTED WITH AN IMPACT RESISTANT COVERING. RC-14 A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLACEMENT USING A TYPE VIBRATOR. WOOD 1. GLAZED OPENINGS LOCATED WITHIN 30 FT OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. M-19 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP WD-1 ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC "AMERICAN AND BOTTOM OF BAR AND AT 8'-0" OC MAXIMUM WITH A MINIMUM INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, 2. GLAZED OPENINGS LOCATED MORE THAN 30 FT ABOVE GRADE CLEARANCE OF 1 2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN EDITION, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD SHALL MEET THE REQUIREMENTS THE SMALL IMPACT TEST " BARS SHALL NOT LESS THAN ONE BAR DIAMETER OR 1. CENTER CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, E. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION NE CHAPTER 23. SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH BARS IN WALLS UNLESS NOTED OTHERWISE. MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS. RC-16 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND M-20 ALL REINFORCED CELLS 'ARE TO BE CLEAN AND FREE OF ANY FOREIGN WD-2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. INSTALLED 1N ACCORDANCE WITH ACI 318 AND ACI DETAILING MATERIAL OR DEBRIS. D-4 SEISMIC: ZONE 0 MANUAL, ACI-315 LATEST EDITION. WD-3 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE D-5 GEOTECHNICAL REPORT RC-17 REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF STAMP OF THE MANUFACTURER'S ASSOCIATION. ASSUMED ALLOWABEL BEARING CAPACITY OF SOIL IS 2000 PSF BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS) AND STRUCTURAL STEEL WD-4 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. IF CONDITIONS PRECLUDE THIS ASSUMPTION CONTACT ENGINEER WEIGHT OF A HAND —WIRE —BRUSHED TEST SPECIMEN ARE NOT OF RECORD LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE S-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC "MANUAL OF STEEL CONSTRUCTION," NINTH EDITION WD-5 ALL METAL WOOD CONNECTORS SHALL BE ASTM STANDARDS REFERENCE IN ACI 318 AND THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL RC-18 ALL SLABS ON GRADE SHALL REINFORCED WITH: AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION. AND SHALL BE GALVANIZED STEEL SYNTHETIC FIBER. FIBER LENGTHS SHALL BE 1/2" TO 2" WD-6 ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER: WITH 19% GENERAL NOTES AMOUNTS SHALL BE 0.75 TO 1.5 POUNDS PER CUBIC YARD MANUFACTURERS RECOMMENDATION. S-2 ALL MISCELLANEOUS AND STRUCTURA STEEL TO CONFORM TO ASTM MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. IN ACCORDANCE WITH A-36 WITH MINIMUM YIELD STRENGTH OF 36 KSI. G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START RC-19 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR WD-11 SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR MIN 40 BAR DIA. LAP CONT. BOTTOM STEEL OVER SUPPORT AND S-5 ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1, SPAN STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL RATED AS PER THE RAFTER OR TRUSS SPACING. RC-20 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 WELDING CODE," LATEST EDITION. G-2 THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE. WD-12 PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY S-6 USE E70XX ELECTRODES FOR ALL WELDING UNLESS NOTED SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE RC-21 PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER REINFORCING: OTHERWISE. GRIND SMOOTH ALL EXPOSED WELDS. CONSTRUCTION PHASE OF THIS PROJECT. FOOTINGS: BOTTOM AND UNFORMED EDGES WD-13 UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING DIRECT CONTACT WITH SOIL 3" CLR. S-9 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. CLEARLY SHOW ALL PIECE MARKS, CONNECTIONS AND ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE WITH VAPOR BARRIER 2' CLR. ERECTION DRAWINGS. ANY SPLICES NOT SHOWN ON CONTRACT WD-14 FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH DURING CONSTRUCTION. BEAMS & COLUMNS: DRAWINGS ARE TO BE CLEARLY NOTED FOR APPROVAL. SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING INTERIOR 1 1 /2" CLR. SCHEDULES ARE MORE STRINGENT IN THESE PLANS. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE EXTERIOR 2" CLR. S-10 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST 72 REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN RC-22 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS HOURS. USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT WD-15 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN WRITING FROM THE STRUCTURAL ENGINEER. INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT BUILDUP IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR CONCRETE. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF REVIEW PRIOR TO CASTING CONCRETE. S-11 HEADED STUD ANCHORS SHALL BE A36 AND MANUFACTURED THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED RC-23 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE." ELECTRICAL, PLUMBING, DUCTWORK, ETC.) RC-24 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA S-12 SURFACE PREPARATION AND SHOP PAINTING OF ALL STRUCTURAL G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF STEEL MEMBERS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR REINFORCING. THE "CODE OF STANDARD PRACTICE "OF AISC. SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE j DETAIL IS SHOWN. RC-25 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP S-13 SHOP PAINT —METAL ALKYD —OIL PRIMER, ANY OF THE FOLLOWING: FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY SEE ARCHITECT FOR PREFERRED COLOR. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. MANUFACTURER DESIGNATION WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT. THE RC-26 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO PORTER N0. 296 li CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONCRETE PLACEMENT. MOBILE NO. 13F812 ARCHITECT/ENGINEER. TINEMIC NO. 1009 G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, RC-27 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE AMERON NO. 5102 AMERCOAT DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. S-14 SHOP PAINT ALL STEEL EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE, REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND FIELD WELDED, OR COVERED WITH SPRAY —ON FIRE PROOFING. APPLY PAINT j SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY RC-28 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE IN ACCORDANCE WITH SSPC—PA1, SHOP FIELD AND MAINTENANCE PAINTING. I' PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO CONSTRUCTION OF ALL FORMWORK IN ACCORDANCEWITH ACI 347.APPLY PAINT IN SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM DRY ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND FILM THICKNESS OF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS. j INSTALL A COMPLETE STRUCTURE. RC-29 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL S-15 CLEAN ALL FIELD WELDS AND PRIME AND PAINT AFTER INSPECTION,j VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT OF CONCRETE TO 6'-0" FOR #57 AGGREGATE AND 8'-0" FOR #8 j DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SEGREGATION OF CONCRETE DURING PLACEMENT. WOOD TRUSSES SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR REVIEW. NON—COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN RC-30 FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE WT-1 THIS SECTION DEFINES PRE—ENGINEERED, PREFABRICATED, METAL PLATE "WOOD REJECTION OF SUBMITTAL. FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN CONNECTED WOOD ROOF TRUSSES AS TRUSSES". BE USED AS AN EARTH FORM PROVIDED FOOTING WIDTH IS WT-2 DESIGN OF METAL CONNECTED ROOF TRUSSES TO COMPLY WITH: INCREASED 1" IN EACH HORIZONTAL DIRECTION. ALL SLOUGHED APPLICABLE BUILDING CODE (SEE NOTE D-1). SHALLOW FOUNDATIONS MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING NFPA'S "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADED PLACEMENT OF CONCRETE. LUMBER AND ITS FASTENINGS." SF-1 SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT RC-31 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO TRUSS PLATE INSTITUTE's "DESIGN SPECIFICATIONS FOR LIGHT j SPECIFICATIONS. ACI 318, SECTION 6.3. METAL PLATE CONNECTED ROOF TRUSSES." WT-3 WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH r SF-2 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS RC-32 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 1986 UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. EDITION, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, ECCENTRICITY — 2". TOLERANCE FOR MISLOCATION OF COLUMN a� NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AISC STANDARDS. bLOCATION OF ANY .CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TPI-85", PUBLISHED BT THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE TO REVIEW AND ACCEPTANCE BY ENGINEER, BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE SF-3 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. MASONRY SPECIFICATIONS. i SF-4 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE WT_4 SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS INTERFERENCE. INDIVIDUAL FOOTINGS CAN BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS REQUIREMENTS FOR MASONRY STRUCTURES" (ACl/ASCE 530-02) AND �� " SPECIFICATIONS FOR MASONRY STRUCTURES (ACl/ASCE 530.1-02) CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE EXCEPT AS AMENDED BELOW. WITH PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE DRAWINGS. SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ., SUBMIT M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING. SF-5 EXCAVATING UNDER OR NEAR IN —PLACE FOOTINGS/FOUNDATIONS SPECIFICATIONS FOR REFERENCE AT THE JOBSITE. WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ FOUNDATIONS WILL NOT BE PERMITTED. M-3 STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. WT-5 WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL j ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, WIND, SF-6 REINFORCING SHALL BE SUPPORTED ON PRECUTS CONCRETE PADS. PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. AND CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA SECTION FOR LIVE DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN LOADS. j PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING M-4 USE TYPE "M" MORTAR FOR ABOVE GRADE APPLICATIONS i COLUMN DOWELS AND ANCHOR BOLTS. AND TYPE "S" MORTAR FOR BELOW GRADE APPLICATIONS. ROOF: NET UPLIFT -------------------------------45 PSF MORTAR SHALL CONFORM TO ASTM C270 (PROPORTION OR PROPERTY NET UPLIFT 0 OVERHANG------------------------63 PSF j REINFORCED CONCRETE SPECIFICATION) SUPERIMPOSED DEAD LOADS. TOP CHORD --------------------------------- 10 PSF RC-1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT M-5 MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, BOTTOM CHORD-------------- 10 PSF WITHOUT ATTIC STORAGE) j ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH OF 2000 PSI 30 PSF WITH ATTIC STORAGE) STRUCTURAL CONCRETE," ACI 318-99. TO PROVIDE NET AREA COMPRESSIVE STRENGH OF MASONRY (Fm') OF 1500 PSI. WT-6 MINIMUM DURATION OF LOAD FACTORS RC-2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE ROOF DL+LL+WL 1.33 PLACED OR FRACTION THEREOF. M-6 COARSE GROUT SHALL CONFORM TO ASTM C476: ROOF DL+LL 1.25 aPSI AT 28 DAYS j RC-3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS b•) 1/4" .) 1/4 MAXIMUM AGGREGATE SIZE WT-7 NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE j AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE c. " " ) 8TO 11SLUMP PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PLATES STRENGTH AT 28 DAYS: SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. SPREAD AND WALL FOOTINGS 3000 PSI SLABS 3000 PSI M-7 A REINFORCED CONCRETE TIE BEAM OR MASONRY TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL WT-8 HANDLING, ERECTION AND BRACING OF WOOD TRUSSES SHALL ALL OTHER CONCRETE 3000 PSI DRAWINGS AT EACH FLOOR AND THE ROOF. USE GALVANIZED MESH BE IN ACCORDANCE WITH "HANDLING AND ERECTING WOOD TRUSSES" I TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS (HIB-91) AND "BRACING WOOD TRUSSES: COMMENTARY AND RC-5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS TO MATCH HORIZONTAL BARS. RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE, LATEST EDITIONS. RC-6 USE REGULAR WEIGHT CONCRETE. M-8 UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE WT-9 DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) j (2) COURSES 8" MASONRY U—BLOCK ROOF LIVE LOAD = L/360 i RC-7 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE REINFORCED WITH #5 EA COURSE FULLY GROUTED ROOF TOTAL LOAD = L/240 FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS: LOCATION SLUMP MAX. AGGREGATE M-9 VERTICAL REINFORCING FOR FILLED CELLS SHALL CONFORM TO WT-10 SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE ASTM 615 HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL FOOTINGS 4"f1" ASTM #57 REACTIONS ARE INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS. j SLABS 5"f 1 " ASTM TIE 157 BMS & TIE COL'S 5"t1" ASTM 8 PEAROCK OD 0 c�0 CA 3 Z ri 00 3 m 3 ¢ 0000 ZON}U �a0W w0.11 mw �Wwo�a��ow w��a�Uxow wo4aaa~3 www¢l=oZZwo zQQll!~.io~ow�W�mt-� Da_=2j��WIJ3�� W Z w0�=wwa�c�WD0 �Fa33w�N3ii D a Qv / d (-5 J Q � c0 M Q 4 C7 00 C Z o J Q W o LL Q O o 2 z 0 �W Z Z Z W t4 /) �/ o m It Q� d) N o O O �ti W Q WN h Z o ?ti I� W o " W LL N W p CO W W " a U_r O J � 4C-4 J �L U � V Cli J z Q o f— Q UU LL_ (j Lj 0 n V) O ►�-+ O m Q w m � � O zz LEI 0 a a. z ate.. U ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 Q JODAH B. BITILE REG. NO. 57396 LUAM P. STODDARD REG. 0. 57605 CY � DATE: SHEET S3 PROJECT NO. 07-027