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Home My WebLink About2009 - (#80) Improvement Project Construction PlansI I , I I I, , < i x „ I I I . z S < I i, I I i • i I I I I I I I i L I j 31 s rr7 7A N G 39 %ml=Akzksm� I ION tD I " uo� L77A 00�% T I N R A I I LOCATION MAP i I r� DRAWING INDEX t_ 4 SITE DATA SHEET DESCRIPTION - 4 e r ',avt✓ ss . yr — COVER SHEET ro �APPLICANT/OWNER: CITY OF SITE 1 EXISTING SITE CONDITIONS I k,r INDIAN RivER ATTN: AL MINNER, CITY MANAGER 2A CLEARING AND GRUBBING, PAVEMENT AND STRUCTURE REMOVAL AND TREE REMOVAL PLAN y 1225 MAIN STREET SEBASTIAN, FL, 32958 26 CLEARING LIMITS AND EARTHWORK Y a u (7) 5895 8 . �� b 4»-�� `• � y �� s � 51 j 3 SITE PLAN , 7 2 — x ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. 4 BASELINE GEOMETRY AND DIMENSIONAL PLAN 17 INDIAN RIVER BOULEVARD, SUITE 201 5 PAVING' GRADING & DRAINAGE PLAN • . x i. x EET Fs x y3..s y M _ VERO BEACH, FL 32960 r 6 UTILITIES PLAN (772) 770-9622 0 WNW 7 SECTIONS sSURVEYOR: HOUSTON SCHULKE BIT TLE AND STODDARD, IL.L.C. �� ,,; � P * �� Via+.::`. Fa ; • .e:' , :- `: � x W.»" � ,`,' �': -,> ,, ��'° .v: 8A & 8B STORMWATER POLLUTION PREVENTION PLAN &EROSION CONTROL NOTES & DETAILS y 1717 INDIAN RIVER BOULEVARD, SUITE 202C x I . VERO BEACH, FL 32960 9 13 MISCELLANEOUS DETAILS & SPECIFICATIONS Yik 'Ile i (772) 794-1213 14 INDIAN RIVER COUNTY MISCELLANEOUS UTILITIES DETAILS & SPECIFICATIONS '15 INDIAN RIVER COUNTY WATER DETAILS &SPECIFICATIONS PROJECT LOCATION: MAIN STREET AND INDIAN RIVER DRIVE 16 INDIAN E N � SEWER ND AN RIVER COUNTY EWE DETAILS. & SPECIFICATIONS 4,. -, _t ,,§,,�: r.fx 2;,.• ,. .„ I �r STATEMENT OF USE: BOAT TRAIL 17 PRIVATE LIFT STATION DETAILS & SPECIFICATIONS ER PARKING, PARK, & ROADWAY IMPROVEMENTS 18 HARDEE OAKTREEPRESERVATION PLAN t E —ro TAX I .D. NO'S: 31-39-06-00000-0050-00004.0 I 19 EXISTING SITE CONDITIONS — MAIN ST &SR5 31-39-06-00003-0010-00001.0 a 1 31-39-06-00003-0010-00001.2 ! R5 20 PAVEMENT MARKING AND SIGN PLAN —MAIN ST & S 31-39-06-00003-0030-00001.0 21 IMPROVEMENT PLAN — MAIN ST & SR5 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 31-39-06-00011-001 0-0000 1.0 27 KSM ENGINEERING & TESTING - GEOTECHNICAL REPORT I ATTACHED AERIAL SURVEY — PREPARED BY HSBS SIGNAL PLANS - MAIN ST & SR5 — PREPARED BY IRC ELECTRICAL PLAN — PREPARED BY TREASURE COAST ENGINEERING j LANDSCAPE AND HARDSCAPE PLANS - PREPARED BY LAND DESIGN SOUTH � I BUILDING PLANS RESTROOM FACILITY — ARCHITECT: JOHN SCHLITT j — MEP: KAMM CONSULTING is Ionic i - j I I r i i I Scri"ULKE, IT L STODIDAM"Di, LLmCn - ijCTION SET CIVIL & STRUCTURAL ENGINEERING • LAND PUNNING • ENVIRONMENTAL PERMITTING i Co--� . - _ I. - CONS1 \\UUI lullk\l PLANS FOR /c I %t p, r, Al �. CERTIFICATION OF AUTHORIZATION NO.: 00008668 ENGINEER cERrIFicATIorl: R 26 24Q� 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH FLORIDA 32960 DATE: ❑ JOSEPH W. SCHULKE, P.E. REG. No 47048 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info sbsenam 1 0JODAH B. BITTLE, P.E. REG. No 57396 glineers.Col 1❑ WIWAM P. STODDARD, Ph.D.," P.E. REG. No 57605 J w n. n O 0 Q W C�9 ZZ 3 pp W Y e n e W LU V}3ovi w ' ZoF'oonomo5 nW �jt _ aC=U O ra33�i�Y�3w�nn.� d Z-1 V J "' �m Q of u.. Z W N CO � M Lc) 0 UcoWJ AJ 0 • O m d z 0�W W �0> r VJ cLNo� 06 QENc W zpWo � '_ •. .� U- Cl) (V O L 1 W Lp)�h M� ZQJ W Z U- W �">_`4 �CD rn J j Q � ZN U °3 I` �- v z 0 F 0 z 0 U W F— (n Z F--- V) 5G w H W C) Lij F-- w O o w np- F- w cry i--- > z z w z�j a o ry z � M ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITT E FL REG. NO. 57396 ❑WIWAM P. S-MDARD M- REG. NO. 57605 DATER 2 6 2 SHEET 1 PROJECTNO 07-027 • j i NOTES: 1. SEE UTILITY PLAN FOR PROPOSED UTILITY RELOCATES AND/OR ABANDONMENT 2. SEE LIGHTING PLAN/ELECTRICAL PLAN FOR ELECTRICAL RELOCATES AND/OR ABANDONMENT 3. COORDINATE WITH FPL FOR POWER POLE REMOVAL AND RELOCATIONS 4. SEE DRAINAGE PLAN FOR DRAINAGE CONSTRUCTION 5. MUST ADHERE TO STORMWATER POLLUTION PREVENTION PLAN DURING CLEARING/DEMO WORK. A SILT FENCE ALONG PERIMETER SHALL BE INSTALLED PRIOR TO ANY WORK. 6. SEE LANDSCAPE PLAN - COORDINATE PLACEMENT OF RELOCATED TREES WITH PLAN AND COORDINATE WITH ENGINEER. 7. REMOVAL/DEMOLITION/CLEARING SHALL BE COMPLETED IN PHASES - SEE PHASING PLAN SHEETS 24 & 25 8. REMOVAL OF EXISTING OLD ROAD(S) WHERE A NEW ROADWAY IS TO BE CONSTRUCTED OVER AN OLD ROAD, PLOW OR SCARIFY THE OLD ROAD, AND BREAK IT UP FULL WIDTH, REGARDLESS OF HEIGHT OF FILL, AND DISTRIBUTE MATERIAL WITHIN THE FILL IN A MANNER SO AS NOT TO CREATE VOIDS. IN AREAS WHERE THE OLD ROAD IS OUTSIDE OF THE PROPOSED NEW ROAD, OBLITERATE THE OLD ROAD BY BREAKING UP AND REMOVING ALL PAVING MATERIALS SUCH AS BRICK, ASPHALT, CONCRETE SLABS, SIDEWALKS, CURB & GUTTERS, ETC., AND DISPOSE OF ALL MATERIALS. 9. SEE SHEET 2B FOR GRAPHIC DEPICTION OF LIMITS OF CLEARING AND GRUBBING, PAVEMENT REMOVAL, AND REMOVAL OF STRUCTURES. ALL PAVEMENT AND STRUCTURES SHALL BE REMOVED WITHIN THESE LIMITS. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE ITSELF WITH ALL SITE CONDITIONS. OMISSION OF STRUCTURES OR PAVEMENT FROM THIS PLAN DOES NOT RELIEVE THE CONTRACTOR OF ITS RESPONSIBILITY TO CLEAR, REMOVE, AND DISPOSE OF ALL STRUCTURES AND ALL PAVEMENT ON THE PREMISES NOT SHOWN TO BE SAVED OR SALVAGED. i 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 PROJE CT LIMITS DEN I TIFIED TO REMAIN INCLUDING; I 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 Vi ORANGE VIN CONSTRUCT] 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 1 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.DONOT PARK HEAVY EQUIPMENT ON TREE ROOTS. DO NOT ADD FILL 4" TO 6" AROUND TREE. ALL WORK WITHIN THE CRZ MUST BE DONE BY HAND. ELEVATION EXISTING TREE TRUNK - DIAMETER VARIES PLAN PROTECTIVE FENCING FOR TREES-N.T.S. COSTS OR APPROVED JE LOT 15 2 TIN f2 \ C' LOT 14 \ / LOT 13 / d 7\M LOT tJ 7.2B�• k7' N 7,02 x�t?7iJI7f7 O �OCn / LOT 14tea; t l • ! �(} ` LOT 12 / / \ a i� 7A7..60 / O / LOT 15 / 7se ` 66 6 LOT 11 oz" 0.70 `i� �, \ x!4' 7.27 x 7.J LOT t0 �\ \ / LOT 16 / \ ; ` I +\ FD. , • IRON N I \ \ \ 770 / LOT 17 Nam• \ `; \ LOT 9 6.78 .321 id 4 LOT 8 \ \ i 12.oJ LOT 7 yv L8J LOT 18 �:�.•..'.• ••••••• ®94 `>/ 75 \ .; 14. LOT \ LOT 19 xZ ✓ \ \ �'`. °m a`'' LOT 6 ria�,a \ :..%.'.'.'.'.....:.:':.. .6 \ . ZO �S49SBY91r 1F'! 'L.iT�y. `• i. d:476.J' \ rs. 56 LOT 5 9 1 2 LOT 2. 1 J / •03.''':.-- .."." r .,J �IcxLr / i 5 "�' .6�' a•u .z7 5•t1IY tBaJ' x f2. 17.20 y.,x 9Y:320!`' ' \. , • '� '� 852 `� •. . 7.B7 A - Alt r J.70 x12.92 <t \ - 1J.2d�. i. N ". .i< .... }.i✓7 x x 1 o a f. !/ J23 12 +•1 f0. �/ \ ' � -.. � I i x12.76 r27a .LOT L2 '' ,• :%:, •.r• 9 y 1n.1 ', 'J5; i OT 4 B7 N 115, . REMpVE PUMPHOU WF-f :" EAll IJ27 �'. \ POSSRLE FLO.W x if£ LL C01V(f1RM� f _ Fr. .AND PLBANDONPER lo.Js .�. - •\ •i• �l '�/• a ,••7\ x,26s J " } \ DEPJRZUENT OFLIWALp(jAN4 (f22e xl22s2 \ INf'JOIINS.R/VER ,o PUMPi10USE COW ' . � � .• • ' _. � 1275 \ L/ zJ x1J 39 , 7 70 B£ REM sLCCK W IRRGAncw T \ 9 �Ross7aLE tzow x�zL / .• <. ;. a7s 7n , I }} >t Y \ x 97 '\ �\ xf2s \ LOT 24' Be,RE)t10 "F"-C R@ g LOT J ,. t OCONC. POLE ,23. \ x 1J `a <� t ✓� l a �!1/�, 46's:,r.;4'r:4.er ST., fZOW ra BE \ \� L1Ji3325 :� tvi\\ i{ \. \ - 1IL�D f17R 1RKGA7ION ! ��'.""Z,� r 2. £: '98 x,57 _ • -xr0. it, '•< 942 / ..'Y�J/ r• x IJ.56 Ia \. .\,� *,\O :c �JJ j1J.673 i' 25 CONC. PAD 11.78 ' . �\ � /`� •< \ \ '� Z. CA 'x �:i' ax Tj/� i \ \ `- �-•-J F - y • ii B-69 't x 1114 C`C/ IJso % g7 F:l'f.S7' tV A.? ,!✓xt1AT T t#tlZ ' 12. c `\ x72.68 . A _. Ii`�/`if{�J4tc�r •� Off. • \ •MOR dL ECKI \\.. n in2z 42A x1J75 20' SOOT 704x A 12.20 \ 166 O \ Wp _ . . EX. K.ATCJf eastN •� g•T6_10 \' � >\ t � - - \U y • ,�� ' . FULL F SAND `v ` 1 � q :, � xr0.2s • , �,8,12 �' r x\\ F % .tt 00005 / x7X Y 00 IV Y)3.22. . x 11.94 J3..0)�1.\9_ x1,i83 >,. •, - - x B B B B 1 • 4 ' . , f 907 9. fix TO BE :7 f_ RBIOVE, STRUCTURES f 't xf4.04� ft 47"' 82 CF 1 RC t.1f76 \,? 14. 1305 •70 BE REMOWD •. • ,t0 J3 'A O ` , i< CrW; 89 >;• - z 'CONCRETE HANDICAPPED, PARKING SPACE' \ "NA �C 1A3 .. T ` /'• .. t;4 \ : "I' OZ c� 6.47 S f ¢ - t. yt x6 4 `fi RDEE OAK.' . f°.s,: x .3aTe BE�b£D 7 . tO t2 EXlSDN6 H BAS/ J 00 } \ \ SE 7REE-PRESERVA*0N' - x759 ..'. EXISRNG4. 1 \"x, 1 - o,. f, A 3 ,t i TOP EL=5.54' - \t'o. : BUILD/NG.'.'.'.. \\\ \ z ` 1%1 j PLAN=.SffEET t8xra6a rNaS�KNowN %ss z \ D\ l fA'4s 2 c�Io�l' CONT1iAC7!?R SHALL 1 2 321' y m i x -�_L L 1Jte 1 L MAKE `ALL •EFFORTS "ti7 l�ro72 RE7lI0 RAIN PIPES s 2• ...... ... y S, ' 14.9B 4 iAJ. WALL - 4 \ �PROTECT •iN/S TREE ANPF7N lAB9 ;...e,3 x1.i87 x'. UtX74 j• q:•� § 5': 1 O..I✓ 11J ••....... �a J .. \ s •: \/ ° � ' .30'/� 16'E 1 4.86' 4X4' CO/JC' i At& I \ �\ iJt i2 ...,..:,mow""'"'."`",,.: J Soo . (fotJUM£(Jr J3.54 \ _ -:,,• +h FeY.•?p �,_: ,. •T ... - 5 N ,�,. a i \ STATE ROAD DEPT P.O.C. OF CIIRJE: S 1 7 6 x ;•. '� �:�. :Aa�"'y,.-•sl f3s 19�9 � 7392 PER STATE OF FLORI _ a f 4t DEPT. RIGHT Of WAY FD. i 1/2" IRON PIPE fs. 4 <6 J3.92 SECTION 880i-11 EXIST. FORCEMAIN x1A24 ,4.22 _ fAOJ 1� k / x �, 1J.71 EXIST. CURB INLET �'3 (APPROXIMATE LOCATION)O� M �" � 7`_x:' • FD. 1 1 2- IRON PIPE - - R. .. r IN EL. 10. 5t � ., .- :e....•. " - - - ,. � �, w.:.... ry ORANGE VINYL CONSTRUCTION / S,05WALK Ar oa pR,6 FENCING CHAIN LINK FENCING r r _ _ j , JT 1< 2� t4.2 "„ .. NO APPARENT CONNECTION SNOW FENCING OR OTHER _"b"3 ?= ! BETWEEN DRAINAGE SYS7EA45 ` --? 7 �5 SIMILAR FENCING AT LEAST 4 .�-_'- ,.-- ..,. ` ��- >Aa /� 4 15.14 .p %,SOB HIGH AND SUPPORTED AT A _.- I r c�Nr.lOtaAL,e = .. --'~ x o .. �"�' -, �OP/NA EC.CES AN L£ > STATE ROAD OPT BASE] LEGEND F//Moz TOISBE REMOVED TING T/CONCRETE 0 1 EXISTING RETENTION AREA TO BE FILLED EXISTING OAK TREE, , EXISTING PALM TREE EXISTING OAK TREE EXISTING PALM TREE TO BE REMOVED OR TO BE REMOVED OR RELOCATED* RELOCATED* GEXISTING OAK TREE SfXISTING PALM TREE TO REMAIN TO REMAIN *NOTE: THE LANDSCAPE ARCHITECT HAS ANTICIPATED THE RELOCATION OF AT LEAST 26 PALMS ,COORDINATE THE SELECTION OF AND PLACEMENT OF TREES WITH LANDSCAPE PLANS, LANDSCAPE ARCHITECT, ENGINEER, & CITY OF SEBASTIAN. OAR Ito North GRAPHIC SCALE 40 0 20 40 80 180 4 n0 C3 0 0 3 3 II ( IN FEET) o -� I inch = 40 fiw Z Z W Le o x I' -260x S�OWOU}CN� �t �ZWot.,am3�� w -22f x H� O� �O ,`z �L t•``` 3�te �a�Uw �_Z� wo==w' 3- 5Sa, z F EAISANG SEAWALL SHEETPIL£ W/ W000 CAP - 70 REMAIN is ;\- -aea ram'`• + x to ON L ZQJ� Li. Z >C'4 0) j Q6 25 � Z N J ` W Cn W MAIN S i ct s, _ / r , MAXIMUM OF TEN -FOOT (10) ...:. �� . ,� _ _�-'..w__.... --. ;.. ,,, �P '96-::£ . �'._ '�:, - �/ a5 D 4&21• F- � {�q n:, -PER STATE OF FLORIDA. S � i '. ',,�L- _ e 9x .,,� .. � � -A I V INTERVALS BY METAL T-POSTS � " R F , . - oD � - .� .. � �_:,, #g�• - a DEPT. RIGHT OF WAY MAP �' ' .175 es� ....-... O tr F,.}:x 1�s3_:: _::.-. -- 80 .r;,.. .,- . _ $Y *g - 3 .J - ai�+['r F cN'3 _ .. �- x •.8j �, `. 6 'i +s .� - T "� V� .. ,. ,...._. P -r \ - - , tea. /5'4?" ♦ - .5�f J 2 10.16 WOOD SIGN '..... i,« ./ '':, / •• r OR APPROVED METHODS W ., _..� . ::..= A 5 ;: f REMOW R \ J ._. - ..._ ",_..W. 4.�I s A1N PIPES q SUBMERGED LAND L/i� r- 1j y AND INLETS 6.6J 7B5 r' o-� a\ SUFFICIENT TO KEEP THE FENCE w _ !�` o Z T fA9, d e xs.z4 m•.e 00000 UPRIGHT AND LA .." , .- \ TO BE REMovEO 774 �. m m ,B 1, .. �,....,,r IST. 8 H.D.P.E. WATERMAIN ,..:..,...._. a r ,4.64 >..�• .: , ,� 0050 .w , w.:...,.-„^,.. - - - _-.,�F.- "... - I .B tv ./ W :., / CONCRETE SLABS r. 9.J6 EXISDNG CATCH BASIN _ WOODEN STAKES AND REPAR -sF �g • `'44,_ '1 B7 \ ' / c„ ...,, ' TOP-EL.-5.6 k559 ` . N x 6 • ' r' 00004.0 �� ...._. (dPPROXIMATE „LOCATION ,. _ /w� 4 x, .o coNG. 6 � / . :<. N JNv EL. \ „/ 7r c Q POSTS ARE NOT CONSIDERED _. \ g ., f$5S _ ,w x.a.� a5, 7J2j; �; �� W '..... :t.,,Aue•pP4< J55 fA74 ynsears^cx` / - . -..._ "-" � ✓i'ALr - cfra.. TO BE 9£MOUFD ,�-• �� m M vs^..... _ .� 1�1t ',vC. )Ut _ _ .r 3s .24,.�r_ rt' wr. .� r 8C SIG- AS AN APPROVED METHOD _ o cu - _ ra0 c ,r� 9.z4 F n SUFFICIENT ENOUGH TO KEEP __. .:. __ __ _.... _-� _ ... J640' - - - :............... • x e-- 1a95 THE FENCE UP RIGHT AND IN RA1NA MANHOLE 5.04 ''f[5s ,s•'' 4zn \ m ..•.. .. ........... .. .... ". :4 ., AP EL.i16.0J' . .98 L.L. PLACE. STR ... .......:...... N.JNV E;.=10.23' y N .. ....... ................... ... /a Ise .: t ° (/�� ^a` aa........................................... .. e ' t E i/NV. LY=105T .'rtz G`K.4MBER.9 Ia f7.94 17.7 �- N .. .... .. r , t- . . \ 41' \ x .06 8.19 ... • .... ............ .. W NV. EL:-f0.52 / .: , , 78 iF�' "'" 1 - x ;„ •'';tip a7J A ac 25a .� �- .... ........................ r.:. 2.52 i \ AK MANHQLE EL�1B.o FF• 'E '"=1 ' ... .:. L. 5.t4• ✓ Let 'x P iii .i'ARK BENCH �1S11NG 1 .L3i + W EX t� i R F0. 5 8" IRON D 86 BE REM OVER B l Dl ` _ / r UL NG' 3 4 `\ 8 x I � L66 J• a < 4 r<" Y .F.F L - ONC. P d � SJ;T77t i- x ; f' \' i79• � d 15.06 0 x x 2. \ ✓ a ra \ IS47 c0 f5.1 f /J �" i . .. Z a -A IV.. 1S J fS17 / L J x 1 :...'.'.. favx a ? \ lsslk.. , N 1 f 8930- _ 000 15.19 C\ \15.77 R.%2=i ,' M- a% .S• Z t y4 e 0010 v +j - \ ft-Y16.14 ' v2 OH JJ .C" &14 I u 2' z _ l 6s aos e 00001. x, f� A3 c, O � %._. t 16.J I u 'o 4 r 6. ��0x'1R�51 / 63 '�.. k,S.BB J:. I � W AR BENCH ,i'' „ x "L*.F•'. l� Z t O �( N I554 t 717 B REMO 7 5 8J S, - x .J f cn x'� 5t• JA„ R `4 NN /A I..L D' 57 4 j l CC \qg x-ion ,•....._._ .-..".....x.da„1L-• / � `<��` / �..' WF-1 •J4'OB G Q ra N \ LdSB' L LJ .......... ...... ................... . PROND£ TEMPORARY S9L-T fEN... Rtlxo6 • % L1L > �! CHAMBER DURING CONSIRUC110N 9 44 a \� 7 J L: /� \ J Q CDORDINA7E W17H P}iA$7NG PLAN AN .;...Ay �' s.4s m iB 2a ' \ \ \ • \ \� TEMP. PARKING PLAN; •.Lj ?.: xa.s " z41i l 0.68 V Q \� x 4.44r25s : - .•f 91 . \ � ; ,s .99 APPRO.VMA7E L AXON i NCO SRIVft 15.39 44 1 0 . 'i,!►'Y..i.��,L-d xB9 yl• ]ROW®JP 7.yq \ \,576 OF EX/sr. BURR d PLUG/A lYG9�V �E�DO1!/s�4 �' CAPPM a0W 3 2 n \` �/\\ \ w W / / ..+J"''`' 1 1�5.66 x/593 a '\ ` \- \�T03 ✓."��' N $t '1 0 < 7.74 .J V> \ '78�• IRON .•1. 9'�' >' O�� , t4 \'� . j •sre9 _ i s ,�,. P.0.8. F SUBMERGED/ -� I. .) K 15.67 \' \ C,a ? L " 2" x 12s2 ^ t . �P .'d\ 1 " ]AND E P GAL W O RE pAR LNG \ d gr°XbY"tMh > 'E,YJS7ING''''°� µfa DESCRIP -22g,x o74 BUILL.LJ pCON \\ \ ge=S14y8W 70' C \ fF.'EL.=9.26'. ':°7= . �, x 44 1 \ 4772 x14.4o - .. ? 2y" ' 78J 72 \ {{iffi�.i55•J%'J7�f7.f9' ` Z n/ L-' j4j1'. t Q#z 14.8� Si49:i 2l40' L.L fLLJ V x 14.55 �. ' .tt'B.85 Z64 `- \ " "/ Q �4 14- \` 1 r t q Q'NJG WALL \ �\ j365 ".'.'.'.'.'.'. / 81 7 s / i\ .. \ \ �10 Q /` z 1{92 :'.'.EXISTING'.':. u'j LA6fls°•PLD ete » 1 I p" 0 0 - , ..'''''•HU(LD/NG'..': auNv. "78�, O m IW h1s12 i f xl47o < 1 . F.'F EL 15,57'. POW &Ora 852 . a. i9w m 'Lt^'! a .............. ....... . ... ...... 4.6� i� _\ x9.22 wT�- ♦. • 7.44. N x .36 \N m L ................... ...... ...... .. uj ..... .. ..-.. c J C < ; \ _ .. \ 865 'C°. ~ 9Ft \�\ �� \ m .. ®\ \ CQl•C. pARKlNG w ® w y r 7.64 �. ,. \ LA_ >' \ 23' stopCrm.J • t�s • i YsX\: > o d' Q ...... ...... . ..... .. ..... ®�^ - \ x14.62 w - u �� 4 I " ® O \.. ./4.f6 58�' w w 4 66 z r 0000O ,j( EX/STTNG.' .'..'...'..'.'... i �� Ao 2 a7L • \ \ \ �' �z` -�+� i- 0 86 �/ e\ \ \ \ 1 14.21 O !� 0 \ cS\ c7 \ f7 0 8 ..................................... "i.':..'.:'.•. ...'.•: .'.'. Y3 x14.90 7A47 \ .'.T .'.� ' y •� O 3' • G B f 0 • B 'ff'£L:�14.02.'.'.:'.'.':.......... `\ \\ x1�17 \ wv b ®, \'. o\ z ` WF-2 C..i c ` \9sn� 0050 0 QN r \<J P itlAn sozl TZ. O 0 0 1 O. 0 x9.o4 \j\ >® 0050 00011.0 25, ♦ • • w ws ' WF-f w \774 zes ENGINEER CERIiFlCAT10N 757 ❑ JOSEPH W. SCHULKE '..'.•.eulLorNo..':.'.'.:.:.:':�xisrlivG':'.'::•':;:':'.' w 3a� -x \ \' \ \ FL REG N0. 47048 BUILDINGL... :... ze, . • _ ❑ JODAH B. BITRE ..:.....F.........86.'. \ \ zzs FL REG. N0. 57396 .... 14.72• \ 2618 PD. 5/8• IRON ROD \ \\\Z 46 36 43, \ x .62 fU 3/8" .IRON ROD Tp, 3/4 IRON PIPE ❑VAWAM P. STODDARD FL REG. NO. 57605 MAR 2 6 200 , I z m DATE: SHEET 2A PROJECT N0. \ 07-027 j + \' � N w S70 'a1'$ 1&2e O(D µ �, J� p..76 LL \ 577?7$Y13 85' -2JJ Q Z 00 U C A 0 Q . LOT 2 �g.. ` IC `i��\tiw. W 0 Ll.l -j 0 m Q S1&J�b Aa9 \tt <1 �{��..* C C Z O O GW W j- Z ` z , sr. tzow Ku g51a . i" �., . w Z r , 5�07 1 i, PAEAN! d`S orV 563 , <` �' \ V ♦j OIRC > TO REMAIN RTER' c� L ., \$472524-E 59,°27• N ES Qi� Paa"Tt SS2787B$ J/J7' r\r /. a..w \ 06 � 0 1 72Jx ,✓ . "Py 6q G7..C">?,Yfi.+C �„3 ai:;' = W 0 Q ui 1.4 UTFALC-30 RCP. �00 70 E/E X Ti aJ V. EL.- 0 40 < , y / wW,uw;.�' EMOW SLING 0 EL=� 42' s 66 I FLAGPOLE� ND L/CHT \ z % ti RE--WIRELY �C�Y/�/�T� FROM ,ii4B1 D PANEL TO� LIGHTS nA&-aE LL REVAIN ss.•Y a4 }+a �' �072 �09 ' 7HE PROPER .OF 7NE f 7f5 a "�.• C/TY IEBENQyMARK OF GRATE a-&29• i 4'. \ ELE V PANEL _.- /• r p� \ 1 4.53 A .G \ Z£BO.S"TO REMAIN r W W D r0n V / -aea ram'`• + x to ON L ZQJ� Li. Z >C'4 0) j Q6 25 � Z N J ` W Cn W MAIN S i ct s, _ / r , MAXIMUM OF TEN -FOOT (10) ...:. �� . ,� _ _�-'..w__.... --. ;.. ,,, �P '96-::£ . �'._ '�:, - �/ a5 D 4&21• F- � {�q n:, -PER STATE OF FLORIDA. S � i '. ',,�L- _ e 9x .,,� .. � � -A I V INTERVALS BY METAL T-POSTS � " R F , . - oD � - .� .. � �_:,, #g�• - a DEPT. RIGHT OF WAY MAP �' ' .175 es� ....-... O tr F,.}:x 1�s3_:: _::.-. -- 80 .r;,.. .,- . _ $Y *g - 3 .J - ai�+['r F cN'3 _ .. �- x •.8j �, `. 6 'i +s .� - T "� V� .. ,. ,...._. P -r \ - - , tea. /5'4?" ♦ - .5�f J 2 10.16 WOOD SIGN '..... i,« ./ '':, / •• r OR APPROVED METHODS W ., _..� . ::..= A 5 ;: f REMOW R \ J ._. - ..._ ",_..W. 4.�I s A1N PIPES q SUBMERGED LAND L/i� r- 1j y AND INLETS 6.6J 7B5 r' o-� a\ SUFFICIENT TO KEEP THE FENCE w _ !�` o Z T fA9, d e xs.z4 m•.e 00000 UPRIGHT AND LA .." , .- \ TO BE REMovEO 774 �. m m ,B 1, .. �,....,,r IST. 8 H.D.P.E. WATERMAIN ,..:..,...._. a r ,4.64 >..�• .: , ,� 0050 .w , w.:...,.-„^,.. - - - _-.,�F.- "... - I .B tv ./ W :., / CONCRETE SLABS r. 9.J6 EXISDNG CATCH BASIN _ WOODEN STAKES AND REPAR -sF �g • `'44,_ '1 B7 \ ' / c„ ...,, ' TOP-EL.-5.6 k559 ` . N x 6 • ' r' 00004.0 �� ...._. (dPPROXIMATE „LOCATION ,. _ /w� 4 x, .o coNG. 6 � / . :<. N JNv EL. \ „/ 7r c Q POSTS ARE NOT CONSIDERED _. \ g ., f$5S _ ,w x.a.� a5, 7J2j; �; �� W '..... :t.,,Aue•pP4< J55 fA74 ynsears^cx` / - . -..._ "-" � ✓i'ALr - cfra.. TO BE 9£MOUFD ,�-• �� m M vs^..... _ .� 1�1t ',vC. )Ut _ _ .r 3s .24,.�r_ rt' wr. .� r 8C SIG- AS AN APPROVED METHOD _ o cu - _ ra0 c ,r� 9.z4 F n SUFFICIENT ENOUGH TO KEEP __. .:. __ __ _.... _-� _ ... J640' - - - :............... • x e-- 1a95 THE FENCE UP RIGHT AND IN RA1NA MANHOLE 5.04 ''f[5s ,s•'' 4zn \ m ..•.. .. ........... .. .... ". :4 ., AP EL.i16.0J' . .98 L.L. PLACE. STR ... .......:...... N.JNV E;.=10.23' y N .. ....... ................... ... /a Ise .: t ° (/�� ^a` aa........................................... .. e ' t E i/NV. LY=105T .'rtz G`K.4MBER.9 Ia f7.94 17.7 �- N .. .... .. r , t- . . \ 41' \ x .06 8.19 ... • .... ............ .. W NV. EL:-f0.52 / .: , , 78 iF�' "'" 1 - x ;„ •'';tip a7J A ac 25a .� �- .... ........................ r.:. 2.52 i \ AK MANHQLE EL�1B.o FF• 'E '"=1 ' ... .:. L. 5.t4• ✓ Let 'x P iii .i'ARK BENCH �1S11NG 1 .L3i + W EX t� i R F0. 5 8" IRON D 86 BE REM OVER B l Dl ` _ / r UL NG' 3 4 `\ 8 x I � L66 J• a < 4 r<" Y .F.F L - ONC. P d � SJ;T77t i- x ; f' \' i79• � d 15.06 0 x x 2. \ ✓ a ra \ IS47 c0 f5.1 f /J �" i . .. Z a -A IV.. 1S J fS17 / L J x 1 :...'.'.. favx a ? \ lsslk.. , N 1 f 8930- _ 000 15.19 C\ \15.77 R.%2=i ,' M- a% .S• Z t y4 e 0010 v +j - \ ft-Y16.14 ' v2 OH JJ .C" &14 I u 2' z _ l 6s aos e 00001. x, f� A3 c, O � %._. t 16.J I u 'o 4 r 6. ��0x'1R�51 / 63 '�.. k,S.BB J:. I � W AR BENCH ,i'' „ x "L*.F•'. l� Z t O �( N I554 t 717 B REMO 7 5 8J S, - x .J f cn x'� 5t• JA„ R `4 NN /A I..L D' 57 4 j l CC \qg x-ion ,•....._._ .-..".....x.da„1L-• / � `<��` / �..' WF-1 •J4'OB G Q ra N \ LdSB' L LJ .......... ...... ................... . PROND£ TEMPORARY S9L-T fEN... Rtlxo6 • % L1L > �! CHAMBER DURING CONSIRUC110N 9 44 a \� 7 J L: /� \ J Q CDORDINA7E W17H P}iA$7NG PLAN AN .;...Ay �' s.4s m iB 2a ' \ \ \ • \ \� TEMP. PARKING PLAN; •.Lj ?.: xa.s " z41i l 0.68 V Q \� x 4.44r25s : - .•f 91 . \ � ; ,s .99 APPRO.VMA7E L AXON i NCO SRIVft 15.39 44 1 0 . 'i,!►'Y..i.��,L-d xB9 yl• ]ROW®JP 7.yq \ \,576 OF EX/sr. BURR d PLUG/A lYG9�V �E�DO1!/s�4 �' CAPPM a0W 3 2 n \` �/\\ \ w W / / ..+J"''`' 1 1�5.66 x/593 a '\ ` \- \�T03 ✓."��' N $t '1 0 < 7.74 .J V> \ '78�• IRON .•1. 9'�' >' O�� , t4 \'� . j •sre9 _ i s ,�,. P.0.8. F SUBMERGED/ -� I. .) K 15.67 \' \ C,a ? L " 2" x 12s2 ^ t . �P .'d\ 1 " ]AND E P GAL W O RE pAR LNG \ d gr°XbY"tMh > 'E,YJS7ING''''°� µfa DESCRIP -22g,x o74 BUILL.LJ pCON \\ \ ge=S14y8W 70' C \ fF.'EL.=9.26'. ':°7= . �, x 44 1 \ 4772 x14.4o - .. ? 2y" ' 78J 72 \ {{iffi�.i55•J%'J7�f7.f9' ` Z n/ L-' j4j1'. t Q#z 14.8� Si49:i 2l40' L.L fLLJ V x 14.55 �. ' .tt'B.85 Z64 `- \ " "/ Q �4 14- \` 1 r t q Q'NJG WALL \ �\ j365 ".'.'.'.'.'.'. / 81 7 s / i\ .. \ \ �10 Q /` z 1{92 :'.'.EXISTING'.':. u'j LA6fls°•PLD ete » 1 I p" 0 0 - , ..'''''•HU(LD/NG'..': auNv. "78�, O m IW h1s12 i f xl47o < 1 . F.'F EL 15,57'. POW &Ora 852 . a. i9w m 'Lt^'! a .............. ....... . ... ...... 4.6� i� _\ x9.22 wT�- ♦. • 7.44. 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N0. 57396 .... 14.72• \ 2618 PD. 5/8• IRON ROD \ \\\Z 46 36 43, \ x .62 fU 3/8" .IRON ROD Tp, 3/4 IRON PIPE ❑VAWAM P. STODDARD FL REG. NO. 57605 MAR 2 6 200 , I z m DATE: SHEET 2A PROJECT N0. \ 07-027 j + \' � N w S70 'a1'$ 1&2e O(D µ �, J� p..76 LL \ 577?7$Y13 85' -2JJ Q Z 00 U C A 0 Q . LOT 2 �g.. ` IC `i��\tiw. W 0 Ll.l -j 0 m Q S1&J�b Aa9 \tt <1 �{��..* C C Z O O GW W j- Z ` z , sr. tzow Ku g51a . i" �., . w Z r , 5�07 1 i, PAEAN! d`S orV 563 , <` �' \ V ♦j OIRC > TO REMAIN RTER' c� L ., \$472524-E 59,°27• N ES Qi� Paa"Tt SS2787B$ J/J7' r\r /. a..w \ 06 � 0 1 72Jx ,✓ . "Py 6q G7..C">?,Yfi.+C �„3 ai:;' = W 0 Q ui 1.4 UTFALC-30 RCP. �00 70 E/E X Ti aJ V. EL.- 0 40 < , y / wW,uw;.�' EMOW SLING 0 EL=� 42' s 66 I FLAGPOLE� ND L/CHT \ z % ti RE--WIRELY �C�Y/�/�T� FROM ,ii4B1 D PANEL TO� LIGHTS nA&-aE LL REVAIN ss.•Y a4 }+a �' �072 �09 ' 7HE PROPER .OF 7NE f 7f5 a "�.• C/TY IEBENQyMARK OF GRATE a-&29• i 4'. \ ELE V PANEL _.- /• r p� \ 1 4.53 A .G \ Z£BO.S"TO REMAIN r W W D r0n V / I SITE VOLUME TABLE: ADJUSTED CUT FILL NET YARDS YARDS YARDS METHOD _ I . GRAPHIC SCALE 2404 X 1.2 = 2885 3702 X 1.33 = 4924 2039 F GRID . ' �i1IlIIIIIIIIIIII%��%�� 2410 X 1.2 2892 3720 X 1.33 = 4948 2056 �Fj COMPOSITE I � ''qi1 I 20 0 10 20 it I - I �40 80 2410 X 1.2 = 2892 3896 X 1.33 = 5182 2290 F END AREA I h I fIl Ii / 0 ASSUMPTIONS: IlIIIUi,,, �� I i - EXISTING SITE ASSUMED 3" LOWER TO ACCOUNT FOR STRIPPINGS, THE CUT/FILL DEPTHS SHOWN REFLECT THIS. 3" '1/ ( IIN FEET ) STRIPPINGS FROM SITE NOT USED FOR FILL/EMBANKMENT - ASSUMED TO BE REMOVED FROM SITE. i inch = 20 ft - EXISTING ROADS: ASSUME ADDITIONAL 3" LOSS (ASPHALT OR CONCRETE AT ALL EXISTING PAVEMENT SURFACES) FOR 6" 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 ROADS PARKING LOTS CUT OR FILLED TO BOTTOM OF COQUINA BASE AND OR BOTTOM OF CONCRETE URFBLOCK. �,,._ ! � ,R I f _.�., ... �, q�_•. I- .� {l_t� __g- �� - / / CUT FILL, PAVEMENT REMOVAL, STRUCTURE N / _. xr- _ REMOVAL AND ACREAGE OF CLEAR GRUBBIN ��- ...... ,_.pN °' =--- === ._��,� . -� �cyk -- ) h o / - ,o, IV �' -- - - ---- - _ --- - , A 3 STRIPPINGS GROSS AREA PAVED AREA I ,� � ; o, . ;�� + + + + V�\ /ION;( 147,613 SF - 30,891 SF) X 0.25 FT / ; > �4 .: h .,. w u? �`"' h �; ft:7- N - - --"� , = 1081 CY 1082 CY X 1.2 = 1298 CY / _r h;��= 27 / d e, a e=t�. N rn o ak} Ao � o 10 W a W co a ro co +� � h p �LV /\• Z R L / k � ' Q C( 1 \ ``+ G W+ W+ �+ ,; ^ ? F �+ n+ "+ rn rn rn Wm `�+ W r`,f �' + + v rE /s , .; { , 1�, °. .,,. ° l -r O Ov M O a h Cl. M o OW O N y ^ y N -, 0 • O O O' Otl V� PAVEMENT REMOVAL: NOT QUANTIFIED PER CY. A SEPARATE BID N A/,9' v� � �, + + •+ .+ .+ + + + + •+ + . + �+ + "�+ o C;f o+ o+ o+ a+l' N+ _ -.� W / i o 0 o rn o) rn W N I G / 2 k7f s �. '- '� P� : r o + o •� ^ o - o o m o^ %-� ' as o 0 o M W co `y rn - ° ITEM -PAVEMENT REMOVAL PER SY IS IN THE BID FORM. AN , GV�t � a ^ - ;9 / 6g _ ^: ME N /` )" .., +off. .. t co `v o+o+o "I 1 �� + ^ •I a o 0 0 .J 0 - - -% NET REGULAR EXCAVATION (BID ITEM):2892 CY + 1298 CY = 4190 CY i-/ E�' a / >:= � so "� i o N �, �' • Co "' N �, ,� aN `" �- '"?��.' EL y a:... a:, N Nk. ^ / r _ _ /?. t,',f'��':1 'd"tom'" ::.., 0 !� O - _ h Z N N O ^ �� O O O O ¢ >O O ' O. -O•' �O .ea.. O O �� s f, �. , to a O O N ^ N O) N ^� O M N O. . O'i ,..J NET BORROW EXCAVATION (BID ITEM): 2290 CY / O a /k z >? �+ + / ry ^• ! ,? r t? 1 "' o / ^ / ^ / / to a / / o / o F � !+ --r- `; 7- - I :�o+ `°+ �o+- � .� `° V. N I !,�:.t -; � p t r✓•,) �.� '�.' O �' O N N N N N (V --O' O O O O CY O y(; _ Q _ CiS ' d 4 / ltr., ` . -, j -'. f y 1 0� O Co I to u� n? W a a a`° vo' to •• h ^ ^� ^ L, o rn ..._ { ,� o ^ ^,�{ . PAVEMENT REMOVAL BID ITEM): 3433 SY PAVEMENT, SIDEWALKS, CURBS, ETC.. -- - , # •� Q w o . - o ^? + o o / o / o l o ( ) ( ) / O ��,-"`) r:; O t/ r r .s O , 1 vj + 1 1 1 I 1 J 1 1 ] J 1 ] l 1 1- + I + #ri F°• + / !�. t0:• ;.'4; / :. ,. , i # ,_f � O �( cV N Rf N (V N N (V n N cJi (V fV O O 0 d O O O O I..; s ,i . �� ° _ ..,. �' o- '•ocp -.a. !� O h h h W O N ^ o) - O O'• W t1j O <y- O M O O b, �-w! � : ;\ � ,k Z ti ;. ��> �. rn rn ^ a a o� „ , d 40 to to h to h c0 N - / "+ e? { o ! °9 �' I ! `v I 1 "� l 'n 1 v 1 '�' f, : / ,,, s / ' -"? �..� o !- o? h+ � � w + + � I ! ( ! 1 ( 1 1 'N 1 o s� �1-.� „ o � o 0 0 0 0 0 �_ APPROXIMATE CLEARING GRUBBING AREA: 147 613 SF 3.39 AC ` �"'" �- ` "` '~ - '�- D 'C' I ° . o "-' .^ �•- :o' tea- o W) ^ «� N ,., , ., aC y .,. # r ,� ° : , O O W ^7 ^ O o ^ N�V n N ^7 �y / t as h h .. s3.< ? N to a a O +� r� O co ^ Nj . v a a 4r v. a W O b Co -ec to -,,�� r'� ( .+ •+ .+� <)> ~" + ,- �' + +.., '�... o oI rN Imo' �i �-/ J 1 �l _ o o�o+x .;� o/,o/o/o/o/ o/o ! NOTE: THIS BID ITEM IS (1) LUMP SUM. / co _ o 0 o Y (��,' t t, :..' ,��, o •� N N N _ 0 0 / � / `\y„,,. �s::' may... -) N O O) c ,:' ?: .};..• -- ; N O) h N 1, � tl0- �N �• ' - � V- N O ' a ,r -p O O •O M t") a O N - � h / CO ! I�+ a? ';+ b �:: T ...��N ^ + a ^ + co o + `N + " �(;. e e ,. h ° o _ . J - �/ . / o 0 1 a �t o b / o J o° + ;� ^ + o + o I �/ '-. �l o I I o 1 oJoI I GRADING: o 0 0 0 t z ,y V I r°° o o �� .. .. I. - o r, a W - ^ o a -_l '^ zI rn O N / \ O °,� 1 k ° v o 0 0 o N Icn a o 0 0 (v v - R * / '\ ! n. 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I to / to ! / / + + -" / . - p O o o O *• p - -- , . - . -" - _ - - k'* k `- - : , .. , �,t �� - -� - _ - "�)* , LINE INDICATES APAXIMATE LIMITS OF U / I �- - k h - - - _ - - E/P 1. k'` ry CUT/FILL; PAVEMENT REh�i}VAL, STRUCTURE Q N _. )C p °' ---------- -' I ` - A--v REMOVAL AND ACREAGEF CLEAR GRUBBING �u ... I - _ - h n� a 3, IO" O ... 1 rl••. w%0 .. "'fir-w .„rs<aca%�? i \ < \ +ts� i ° � �,...,. . -- ...... , i I, i �:a \fir\- ,.� i°3S\� NV ■ U v, Z 0 o i _2 � ! a , i,.i Rl,� M iJ Qai 0 •= w �r•• X a -j 0LZZ LL to Q � , _- k9 'o 0 �'.0 Q C o L. O Co Q O zzoW LL �o> N FD 0) 06 2 u I W :�i�� D ill- . ....... . .Q 0 •�.. : � �1- .. - L f Woo~ ZQJ:R M ��m w W (-)�� Lli v W W le N � EE" �, � Z p "i _ ZN U � tiff T- �W �- v 0 'Q Fc-' = L C �) = V' H - Z a = L,_I W _I U I- W V W W O C-1 W of �/-�// � tZ LL Z � Z W Z : L Q 0 od 1- f Z D_ ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 JODAH B. BITTLE FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DATEMAR 2 6 20U9 SHEET 2B PROJECT NO. 07-027 \ INSTALL U.S. 1 GUIDE LOT 15 \ �� / ` \ SIGN WITH ARROW` \\ SEE DETAIL; SHEET 12 / / \ �\ ' • Spti LOT 14 i \ I 0 T \''\ L 13 LOT 13 �� I e LOT 14�� ;?I LOT 12 LOT 11LOT 15 \ ( LOT 10 f LOT 16 / /� <,.\ \ cONSTRUCr 20 LFt ' F 6' SIDEWALK N c t h �\� rG LOT 9 L o r 17 s� • < .. \ L\ R.P M.*S, \ / / \(TYPICA i a P \ \: LOT 18 W3-1 STOP - s \ LOT 7 :...:Ex/S7iivG AHEAD SIGN \ r GRAPHIC SCALE / LOT 20 4 40 0 20 40 80 160 LOT 19 j r\ .........''' s,, LOT 6 "JJ z a p0 ( IN FEET) i inch = 40 ft. 9 ..' S631as•�5 / N� 3'' \3. "' LOT s �\ GENERAL NOTES 1. PROPOSED INDIAN RIVER COUNTY PUBLIC WATER. 2. PROPOSED INDIAN RIVER COUNTY PUBLIC SEWER. 3. GARBAGE SHALL BE HANDLED WITH CONTAINERS AS DEPICTED ON SITE PLAN. 4. PROJECT LIES WITHIN ZONES Y, 'AE 7', 'AE 8', 'VE 9' PER FEMA FIRM MAP NO. 12061 CO077 G, DATED 5 4 89 1 5. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF', SEBASTIAN STANDARDS AND SPECIFICATIONS. 6. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER I.R.C.( UTILITY STANDARDS AND SPECIFICATIONS. 7. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,' LATEST EDITION. 8. THE EXISTING SPEED LIMIT FOR MAIN STREET IS 35 M.P.H. THE EXISTING SPEED LIMIT FOR INDIAN RIVER DRIVE IS 30 M.P.H. 9. THIS PROJECT WILL BE COMPLETED BY 6/2009 10. ALL PROPOSED TRAFFIC CONTROL DEVICES SHOWN ON SITE TO BE PER THE 'MAN UAL ON NI U FORM TRAFFIC CONTROL I DEVICES'. 11. ALL OUTDOOR LIGHTS SHAL L BE SHIELDED TO DIRECT R CT LIGHT AND GLARE ONLY ONTO THE PARKING AREAS AND STREETS. LIGHT AND GLARE SHALL BE DEFLECTED, SHADED, AND FOCUSED AWAY FROM ALL ADJOINING PROPERTY AND THE INDIAN RIVER LAGOON. 12. PERMITS REQUIRED: 1. C.O.S. PLANNING & ENGINEERING REVIEW 2. FDEP SEWER 3. FDOT GENERAL USE - SIDEWALKS, INTERSECTION IMPROVEMENTS, SIGNALIZATION MODIFICATIONS 4. FDOT DRAINAGE CONNECTION 5. S.J.R.W.M.D. STORMWATER PERMIT (40C-40) ANDARD FLARE (IYP.) wr =rJ z \ / \ / TRU rr 22 �--LOT 4 t12 0 ;\ \ \ \ \ N P VEMENT P I<I 'F' L'URi3 iTYP. 62 \ G ONJRF LO BE AI \ \ �{2) )N�'Q. . titlfi�AL SIGNS: I�AC �. Y= r y SIDE. 0 N 'HAFT:_, \ \ \ $;%i' �. \ \\ \ DIS'AP K ARROW {I I AI 5 \ +. s� \\' PARKING S r �~ \ O i AR ING \ o \ \ \ 2 DI PADtj0 Rt 1 ' :. �r P-ARkING ONL , SIGN 6' , s \ � \\' a •, i 6 - �, s \ 1 •113 ., eoN � K I• z E i �\ \y � \ N\� \\ }� \� \ :pAR4tIN�:, � � � • :5'RAC �' 8 '• �= '(T1f "f O TU• F i3l. � ; MAT" PAR \ \ \ \�' { h Y - \ \ . 3 l x. tf CONCRETE COLORED \ �F t. \ h�" & IMPRINIID SURFACE R�FUR I °1\ \ \ SIGN K 6. F.D.E.P. WATER CONNECTION PERMIT H EXISTING r,. ..Q CITY/;HERITAGE r �. 7. I.R.C. UTILITY PERMIT \ \ `- , =�, 0 PAVEM € \ M lAL SEE u{ 8. F.� D.E.P. N. I \ I ..n::':.. IN VT \INiR\ECTIO9. F.D.O.T. DRIVEWAY ' \ 13. RUN-OFF FROM \ ................ ROOFS OF ALL STRUCTURES TO BE DIRECTED TO STORM DRAIN VIA .••........•....• ......•.. \; >, � � P0� ,� 1,�',�1,11V,;, R� ,, ,,, PIPING REPLACE OR REFURBISH 30 R1-1 OR SLOPING OF PAVEMENT ....... \-- ,w° > .,•_ . .��"' � :. z ` ' „ ..>. - :' '�, �.z: �,..r STOP SIGHN & (3) STREET SIGNS \ D EPICTED✓ "G AS IN 12:1 DOWN 1 UP d 31-125335 WITH SSL AUTHORIZATION (JUNE 23, EXISING SEAWALL SHL2 ME W/ WODD CAP - 70 RMA1N y,. 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 AUTHORIZATION LEGEND '-' SIDEWALK (WIDTH PER PLAN) 12:1 RAMP AT SIDEWALK - 6' LONG (MAX) ASPHALT PAVEMENT: SEE SHEET 9 r• FOR PAVEMENT TYPES - VARIES FOR ROADWAYS & PARKING ARES '.< STAMPED REINFORCED CONCRETE SEE SHEETS 22, 23 FOR DETAILS TURF BLOCK OR OTHER SEMI -IMPERVIOUS OFF STREET PARKING AREA DIS-SIMILAR (PAVEMENT MATERIALS ARE FLUSH AT FINISHED GRADE (SAME ELEVATION) TYPE 'F' CURB TYPE 'D' CURB RI PROPOSED 'NO MOORING' SIGN(S) SEE DETAIL, SHEET 12 � R t w. PROPOSED MONOFlLAMENT BOX PROVIDED BY 'KEEP INDIAN RUM BEAUTIFUL' %o,� ° TO BE INSTALLED BY THE CITY OF SEBASTIAN LINE 1 ri. s t. Z�'wY.. 0 62 ,+a � I ROPE RAII,/FENCE 7s; PROPOSED BENCH HIGH 9 UN WATER E % INDIAN RIVER s. W � FISHING EXISTING IN PIER AND BOAT TP LAGOON FDEP NO 31 39 3193M p.KY.• AND SSL AUTHORIZATION 5 16 97 NO PROP SED CHANGE OF .USE , t 14. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM 29 NG IP -- ,:... s33o 0 �.. Js" ,:--->Ee�1c�,MARK - REPLACE L (I *"�." f �z. <;'> :>. r� S{ k $d `\ �i• `\ 1WCFGRA7EQ=B.29• BENCHMARK U.S.C.&G. MONUMENT F-200; EL. 19.70' MILLED/OVERIAID � ', ; -, > ; > � ' ` : • � r 5 ;£��, � �•� �,- a��,,; � \ ON -SITE BENCHMARK AS SHOWN. .,,e �� nttsTlNG PAVEMEM TO BE , \ �< � r ALGN -WITH DlISTit�fG STRIPING �<�^�""' MESSAGES- , BEFORE THE END OF THE DAY IF _ - - - -• - - � • a �� a ROAD - - OPEN TO TRAFFIC. - FIC. THE WORK _ - ;:- • ZONE PAVEMENT- MARKINGS SHALL BE MAINTAINED ... .=, a`x • y, - ,= -.....:'::....:.:'...:.:..:•':':•':�:'::':•';:':'':':':':::'•':': AND RE -STRIPED o................................................ REFURBISH IXISIING , \ E AS NEEDED UNTIL FINAL ...- ti .. .. ... ....'.'.' '. .' '.::.'.'......... ..::: :: COSSWALK PAVEMENT PAVEMENT MARKINGS ARE APPLIED. MARKINGS AT INTERSECTIO CrAVNHOtEEL-r6. 18. ALL STRIPES AND PAVEMENT MARKINGS IN ...BUILDING....... . . € <, F.11 EL::=.16.1J1. .. . . PUBLIC ROADS SHALL BE THERMOPLASTIC "" "' ' • •"' °4. \ .. .. $ t 19. ALL STRIPESPAVEMENT\ } AND MARKING AREAS IN PARKING v ..... ... \ \ \ \ AREAS AND DRIVEWAYS SHALL BE PAINTED; EXCEPT AT THE # ' INTERSECTION WITH A PRIVATE DRIVE TO A PUBLIC ROAD: \ \ THE STOP BAR, CROSSWALK STRIPES, ARROWS AND C.L. \ l \ \ STRIP \ \ E MIN. 40 FT r 0 J DRIVEWAYS SHALL S AL ALSO BE ................... ................ THERMOPLASTIC. \� \ NO LEFTJURN NOTE. SEE SCALED UP DRAWING (20 SCALE) FOR MAIN STREET IMPROVEMENTS - SEE SHEET 20 , - \\`•\ \\ �\ PHASE 1: \ CONST TEM CURB CUT 4.71 �\ t 615 -' SFE D , PHASE'1 V SIDEWALK AND . \ 4 \ <_ ...........' '.. ..'.... ...-,...,_,............ ... .. i '.�^� ��. �'\, ,, �,.{ -/ ~l<• Y � TN' 1 ROW r �£ �� ✓ ;;-� � ANEL ,`l .is� r>• r`: r 2NO TRAILER PARKING :: •..i" �Y,. r '''y �v q' x'R -,1K Bl",.PER DETAIL, SHEET 12` ' E ' 5T 1 3 U�G� 1} PROPOSED TRASH w Itl..� : RECEPTACLE (M.)`°. v h S Ns330'16 1 b _ :�.' .1 > ` EXIStING COVERED r o t PICNIC TABLES SUBMERGED LAND \ \\ BOAT P ARROW w_ \�SEE�D THES� STRIPES WHTIE r- ➢ d 00004.0 NI F. PLASTIC THERM �. t 1 T ESTR O •6 t, w. CONCRETE WALKWAY I (W16 \ ,SU MENTAL P UE F.F. £L:=1574 i1, r-- I - ` .'.. fUNRE:SIDEWAiK'. . •: 0 , v �:. . , � p6 � . �-� <- is BY:OTFIERS . -P^G Y s I1, ,. \ �. a .PAD... \ f J i• Z \., �,., �z� 4t'9 s �$ ; N PROPOSED RE5IROOM FACILITY \ V ° . a 4a + g .�. �. F.F. EL 8.66 o � °...- SEE N _ � ARCHITECTURALS 3- A_L 'yy �. P •0 t*; � t { t. i N S IG N �Gt I / \ V �m� C. �. � � � CURB c F �J6" r�C''� n F0,✓ .1t;S y` " ewi' 11(r� . _ .� O LS`c 1 } L'i" 3,« a �✓ ��' 10" V 0" \ : 0' i �.,'C �, t a-.•: 36'a ,.+1� 1. 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BU/Ld/NG F4 '.E4K=18:68','_ EX/SPOO. •.':'.'.':..'::' 349 e 1 4.72 ..: \ 26•ry6 \ \ \ e \ \ ` �ow `. 0 az r Na � g z o c m O U v c a� i.- N M d' to J Ld t` 0_ o a t; o N Q p \ a 3 � C, =fir-wpw Cw� rW„v,Qc��ln3�W a` �woaz�zoT i=a�ZWpS�Qa:-3 za��opwa�m�g owix��wLl =1 �a33w��3w�ac�.i U E .J M N Q � � C LL N Zu ��•, 0 W U c 0 0 Z - W o WJ 0 m Q C� ' Zz�W � oLAJ CID(/ QZ O �NNrnOi T :I--Wti F- _J �ocnN z W o 0 F ZQJ� LL LLJ WF- W L 0 > 04 Y �g J ' j Q� T� zl .IL N ILLJ U)r� � � F_v Q W U I LLJ C:) C:) L1_ Q W I� Cl- Q1.".L� ��// LLJ � Z W Q 1_1 oa 0 m 46 � V C ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑WIWAM P. STOODARD FL REG. NO. 57605 DATE: MAR 2 6 SHEET 3 �27 1"f FO. 1 1/2' IRON PIPE . 03 I5/8' IRON ROD LOT 15 00 00 to LOT 14 C14 v ',�LOT 13 LOT ii LOT 12 LOT 14 3r LOT ii \ / / 06 \• $ N / LOT 15 YoF-17 CJ1 \ / \�\p\A�\ Ap JI LOT 10 LOT 16 l -) FD. 1' IRON PPE 04- \ / STA. 103+16.51 tors LOT 17 LOT UNE BETWEEN LOTS 19 & 20 Ld INTERSECTED WITH CENTERLINE zl_ CL b 6 LOT 8 04 < 0 LOT 18 LOT 7 LOT 20 o *F-14 V11 %\ LOT 19 R=180.00' LUI 0 �.. 08, N L=135.35! Ah 0 0 5: F� C-) ......... . D=43'5'4* ko_ 11=30.01Y T=71.06,- L=27.00' g ...... D-2 ...... CH 7 13, W T5 D=51'05Y 148. .. ............... LOT 21 H=132.19- M. STA. 102 2 . 5i T=14.49 �X ........... CH DtR=N 5Y5!2r W 4c H=26.10 X -L Z.: w-, _w, R.P. ST& 102+20 LOT 4 \ \\ / LOT 22 1 W-12 =30.0e L-51 21' 0 D=97d48-39' 204+ 40 c) E 10 S 4 �R=S w / �\ v{°°°�� a° "' y U Z E w R*23710'�i,;Hu2A q< CN to _22 .57 Q0 +36.54 Ox. 4k L:--77.03' J 10 71. pRe A T:38.18''856" X CH DIR=S h5lc r_ -, RIF, .sTk,',1Ot+41:j CH=76694- 0. U- o, +41.34 n go, - A D 3: O 3 P. STA. 101+21.2k W gr tj lo 0., FO. S2727WT M.85' 00 -) r I r IT ECKLAND" n A v. R=180.00` L 0 0 W _j \L=91.39' IM' x SOUT CO 1-� 0 - LT k2T5'25- A CA `& I + TARIJO 6 0 +44 0 '23- E w 10 10 L CH %IK V44 Lj _;�D I�D A ll Rr z LU CH 0 PC 9900 R4 S01910Sa3 F- CO rb 0) 0010 :iV ir L 427 =9. !43- 8 -4 C;) $4725WT 50,27' L 16 .) Lr T=21.42ssrf06 u CH DIR=SIV5�2rE r-L V_j ti INDIAN RIVER ton=tAdU R.P. 70' LT to C-4 .......... L. I. .... \ \\ Ill- - EX/STING- - - LAGOON V� A PC z L-Li Lj -LL -7J.aZ 41* ......... .. . 0 L=8.861 ;,WVCHYARK wi +50,53, 10w Gr WeA It Li W 53.34! RT ( T=4.43 > STATE ROAD DM FLIN 0� ul� 66. -s-R7 PEI Jlltn CH DIR=N63'11*39*E A. R 41.46' 32.04! gr 05 P.O.C. OF CUM: 10 CH=8.86 (i z 11 PER "AT' OF . ..... 4' 11ITL RIGHT IV < .................... SECTION # 8801-11 CAD f 11463.00' FD. 1 1/2' IRON Pl]� A 0�1� L-36.61' T =1" \D 7 D=758*3r z 04 ;5051R- 875V25*E t- CENTERLJNE OF T=18.33 �c= 1.1 RIGHT-OF-WAY 01 DR=S293VO5*E CH=36.58 w -STATE ROAD DEPT Yl F_ INTERSECTION D"T21' EIRCfOIN D EWF/T VAIN R=645.00' 0 STATE TAi N A OF FLORIDAI III Ru 788-85 BASEUNE 0 RIGHT OF WAY WP L=38.46' CONS(RUNO 501 R=506.00' D=T24'59* x, SUBMERGED LAND N m �i\ 00000 T=19.24 Fl/w I SECTION W/ L=163.79' CH DIR=S 1* E 0050 N 5T RA\STA. 30441.21Y A-, 7�, 0004.0 MN D=18'32'48' .45 T=82.62 S)k 98+55.56,ae H DIR=N 7758T E 300 58.92' RT .......... -43 =163.08 ................ .. ............. ........ � - � v.... ..... ....... L ....... 15.77 T R=180.00' ................ L 104 gr w, LX_ ..... . ............... ... ... T 4#45v ............. .... : ' 3' ............. I ............... ............. . . . _: m - ................................ ................... -F 5� 1 .. . . .................. . . .. .......... ...... ... EL 1'.4"�-.-. .. ............ . .... ........................ IE NDVOYMARK T:54.022 OF MAWHOME&EL-18.0 I ir LLJ ...... ...... CH DIR=S 52-4 4\3E _j ....... Le?&,Tlw ....... ................... ........... =10 M . .... ....... . .................... -.-.-:.-BUYLDZNG..-.- :�� .1: 3.49 .. ...... ... ST JL4, ..: .... ...... . + ...... . . ...... R.P. A 97 Lij .......... C) ............................ .......... .... ... .............. �11 OP ......................... V) . . . . . . . . . . . . . . . . . . . . . . I . . . 0 -0-1,0, :. - ....... LLJ ......... . .. ........... ........ ........ 00001. # LAJ .............. K.P. S7rk. ...................................................... ...... ....................... ............. ....... 38 LT LjJ V) ta5s' ........................ 0, f�'. m mm, + 92.79 10.6 -4 Ckll _ `-A t% R.P. SgTTjA&. 97 <\\S21 43T 5 FD. I* IR F_ j C) LLJ -3 IROt� kO s P.O.B. OF SUBMERG w2q�*E 22- 7.LLJ 7) C=) LAND LECAL DESCRMPI-p�r LLJ (D lq7r I . I .. ., � cl V L36 DING:.y' . \ \ C I m .FF. -- , , !I _:=-Si4MVAr AM' V A .... �:,EL A-9. HF-5 $55U7371 719' V ... Ld ........... . ........... A vo 1' 0 . W�4T 22.40' ................ ...... .. ............ V) ........... ... ...... . .... ....... ................... _lA m r) ......... LLJ .............. ...... ........ ... . ..... ........... ......... ... ... - . i LLJ ........... ......... . ......... ................................... .................................. ... ................................... ........... ..................................... .. .. ...... .. V ... . R-180.00- C) .................................................................... ....... . ......... I .............................. ........ L=137.38' 000 00500 0 O .. 77VGD=4T• 43*45' 00010.0 7 BUILDING.7-.m= ................. ..... ._,00000 T72.23 OF-2 \ U .... .............. ....... ........ .. .................. ........... .. ...I ...... ...................................... 00050.0 CH DIR=N 4r32'l Ci=134.07 00000 . ..... 0050 A Va- .......... ........................ 0 0 01 If 0 ......... \3 • ..... . ............ ENGINEER CERIIFlCA77ON .... .......... .... .... .... ....... ....... ........... ....... -E _7NG .... ......... ........ .......... VS7 0 JOSEPH W. SC14ULKE ....... FL REG. NO. 47048 ......."'BUILDING' j .... .....FF:.&.R§e OJODAH B. 9lTrLE ............ FL REG. NO. 57396 IRON RO FD. 5/8 D 3/8' IRON ROD\FD 3/4' IRON PIPE OWWAM P. STODDARD .......... FL REG. NO. 57605 ............. ............... MAR 2 6 2009 ............... ............ DATE:................ ................ .......... .. ....... SHEET .7N c%j 9 PIP GENERAL NOTES: x75, `2 \_,,-' LOT 15/ /\ \ 1-1x .JS .1. GOVERNING 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 I 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. I 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. I 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 AT ALL TIMES '', o o o � o � C' - i In Mi t\O (O W MM te) M M NaN O . r" GZ Z ZL4 9N I o- � i2 1 E a w� a cn F_ . I oZ 0 �a N sa- Zo om _ o% �a Z 00W ZOOQ= �f,1 5 o� W3 ON `�U� <OC �cc Li � �• � a �m v�iQ -< W o-- 3 O W Q ZZ wvr � 00 > < _.: S,m _a� w6`�-oconaa _ _ p Q �� a' a W9 0 -3 ,I-.i Cal Gw'J �' - - L' 0 Q 1-1- Y UO N Im North vWi w c�ii G = caa w00 o Q25 w wi0- �f- an. was .ce N- = O C) 00 f� t0 GR P A HIC SCALE 40 0 20 40 I 60 160 G ROTARY CL MEMORIAL PIER 31-125335 WiTH SSL AUTHORIZATION (JUNE 23. 2000) 31-125335-00 / lr'f:' EL 13,57 LOT 20 x26 HF-14 ' / a , ,�� INO PROPOSED CHANGE OF USE ( IN FEET ) \ u.o4 % ua LOT 19 : 711 l jI . "' �a -� - \ ..... / \ Z LOT s � - ',\ �; t 1 inch 40 f '� �c63, IXS NG BOUDROT SINGLE FAMILY DOCK r.:.:.. ..• / 6 \,, •: c\ ;�:1,llig ;^' :.a4, ACOE NO. SAJ-20 -260x \ 3 19 09 - REVISE GRADING IN MEMORIAL A A 2.S7 T� 1 , \ \', z`^\ ,6B �v =° ' FDNR NO 31-164839-4 ``)` / / 9. 'r a w", , NORTH O ALL - MES AND RIP -RAP (RUBBLE) SAJ-1989-30392 -2.21x .39ai`• ' S / / , -' rI c ", :" „'` LOT 5 SEE A-1 &PLAN DETAIL -SHEET 7 i 2 '' .'4, I CL D - (N UNIT PRiGE FOR MES PROPOSED CHANGE OF USE - 4.. \X3.B2 FROM: SINGLE FAMILY DOCK .60.. :'.11 .E.S. INV. $ 1 ii'- .zoo • .wF ,a / 2 0710 f _&50-_ • _, I4f P � •20 3 z 3J9 J7 T0: PUBLIC FlSHMG/OBSERVATION PIER W/ SSL AUTHORIZATION x J25(b a° 4� 11 4r • x,2.92 `\ \ x11.2 -1e' 8.'!, •.-.�J.70 •x? CONSTRUCTION NOTES: x,32J ,,.27 / \ i x4B6 ; -_ I 12. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY, THE EXACT \ \ \ xffi76 ,2. , L 22 ' _ °' LOT 4 B' Ex/snNc SEAWALL sNEErPICE 1. A SILT FENCE SHALL BE INSTALLED AT THE PROJECT S PERIMETER PRIOR TO �f x,364 > „ 5 \ w/ wnoo cAP - To REMAIN C' LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF \ x \ \ '°" a54 x' COMMENCEMENT OF ANY CLEARING OR DEMO WORK. SEE SECTIONS A, B, C, & D x,J x1J49 Ty / 5f 40 LF 5" " v'...,0 1 60 <9 2 I el s � :i -ow x '� �: UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT 27 A A FOR SPECIFIC LOCATIONS RELATIVE TO EMBANKMENT CONSTRUCTION. x,29, y x' 2 - ".;, ski k /22B \ \ x .'1e�j2. 2 •c r' . ", 5 k '#:" \\ \ _ \ / Y 3� \ � t \. . BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. x1265 x,J , 7 �/ ,, f. o. � . �,..• & 2. CONTRACTOR SHALL PROVIDE A PUMP TO BI-PASS THE DRAINAGE IN THE Y \ \k \ a20il _ __ _-_ ,,� o 13. THE UTILITY COP » x\_&�� 29Y7J0 L ,, P,r , �1 y. ! \.. �. - �_ r .. ; ` ,� o ," -1" w %/ '' :i -r COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN EXISTING 24 DRAINAGE PIPE AND MAIN STREET DURING THE PIPE REPLACEMENT \ 3 \ \ ,� ( } x IJ - --• i� �,- - . 'J : i xW.;: \ , �'. \ . • \ y:> ,,' \tl.•i>:1n: `. ADVANCE 4F \ 339 \\ �o , -070 k; ,� ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTITIVES ,. "• WORK. THIS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE PIPE REMOVAL \ � x <.:-, DS 1 ;;, . <� ,fl R `\ x n,- CAN BE \\ x �.`: 8.00: r,,.. fOr10 0 t 0 z -.x2, `w.;�>> PRESENT. AND REPLACEMENT. \\ \ x � , 97 ,25511 73 , 3` 1- _ `r < 1t3: 33 \ ,,> r` , , , . r.. S.,.,..1 •, , , ., :.,:a y: a \\ a 14. THE CONTRACTOR IS TO USE CAUTION 3. CONTRACTOR SHALL REMOVAL ALL SEDIMENT SILT \ ,'r, .� a 113: tCP. \ �< :N ,, WHEN WORKING IN OR AROUND AREAS OF / FROM EXISTING 24 /30 \ � x,J9, (. O d.3'_ . , ,; v..1' �' . s.` ;� x.� �,, �12.9d x1357 \\ >i a,_ _ .r.} .- U a i<.,, •:1D.i` ;..:> $'-- OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL OR RIVER BANKS. OUTFALL PIPE, FROM MAIN STREET UNDER U.S. 1 TO THE INDIAN RIVER. INCLUDE \ -` ''';;`,,.�' I � - \ s x <<''' , :.,• .'I » \ x,30SSIBLE WELL - NTRACTOR TO \ r' .:. I/ ei ifi ,:. J.JB :, C• -.,r I .0 .. _1.�::.:.iy f .r• •:: : .::: \ \ ,r'`L<`� ,.,<y\, Q,d THE COST IN THE UNIT PRICES FOR 24 PIPE REPLACEMENT AND MODIFICATIONS \7269 �:;:: \:: b.,: . \- „ .w�,. 15. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH (} ,J� CONFlRM, PLUG/ N ,3. ,.- /y%�- I- \ .-, �, .,�".,, TO DS-22 AND DS-23 x ,y : X. _ �\.> t J7B 7 06 r'` a ,,,a x,356 x fJ /3, .57 ,` .1a ..: ,i L, .. r. is ,: -.. x ,;, ,-. "; "� ':;. -' �f: f.3a .c \... ...mow•,\oy. r ' s. r k l ri r FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPILINES. \ �\ ,J62 . , 4. CONTRACTOR SHALL COORDINATE WITHIRRIGATION- SB x,f.06 ,LL y _ f} �,.: ; io: ::', ::, r , > : � . ,. BB - \� = \�, , ,� SUB CONTRACTOR, AND ENSURE \�,\ \,_i�z ��, \ \ xJ425 fJ.3 .. '- ..,-; C'..° �. �.1'.7 :' < ' '.. t 2'� ;- �7.9 a., }. li 16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN ALL CONDUITS ARE PLACED ACROSS PAVEMENT AREAS PRIOR TO PLACING BASE \ ,1. :.�. >� \ t ;; a :,.. IN PLACE. \\ \\ 1J35 X1J59 x, . L'. \ a , 2..� a,: I MATERIALS. x \ �,,. 1 :, \\ , f 4 : 4-LF 15 R f,�, , ,J00 OPTIONAL WE d BE USED FOR 6 ;�� f.°. . r2 - \ 160 LF 16.5 WIDE IXFILTRATION TRENCH -,q,�, 17. THE CONTRACTOR SHALL CALL SUNSHINE - \, FUTURE 1RRIGASERVIC \\ .jT� 1- .1. \ >:> W 2 LENGTHS OF 15 PERF. CAP w: Hi E (1 800-432-4770 FOR FIELD LOCATIONS 48.> E. �`121E DE::: :: _. it1a$ , :`.:'` 76 .:.'.... t / (2) LENGTHS HOURS BEFORENOTE: SEE SCALED UP DRAWING OTHERWISE, Pi D By \ X�ILTRATId pENCH�:r.c :,., , 4A :_ _�. "� i FITTINGS & 15 PIPE TO STRUCTURES \ , oN DI . T�1 .. : , ,.. 1 ,, r) _ ,t 1: .; ''. a a r, 4019 `Z 4 . z4il,,✓,: •. DIGGWG NEAR UNDERGROUND UTILITIES. ® » a t 1„ \ : t , - > \ LICENCED WELL - " CTOR PER W c ti; . rr � �: , , 20 SCALE FOR MAIN STREET \ \\ " :..::;:' ,, � ::�r .,1 :326 18. KNOWN UTILITIES: BELL SOUTH 772 5 - \ `s,T; " \ " EXISTING WELL PLUMBED TO FlSH ,,;, �,`,- ( ) 67 2207 \ S.J.R./D.O.H. RE I ENTS 12 PIPE TQC11tS:. `•::.; :v.: 1 B a:::.. j: x:., , . �;,,z\. \ \ 1:2. _, IMPROVEMENTS -SEE SHEET 21 \ \ ...:_ M ,TP �," ( z� CLEANING STATION - TO REMAIN COMCAST CABLE (772) 567-3444 I,S.J2 : ; 13,80 l 8 xf : , /� - 11. to , Y,':? t,4 t t#.t r �.' .,d, w ..'f w, .:`, FLORIDA POWER AND LIGHT (561) 489-6204 \ i s t j lk 4 r I \\ / x .7 1J`9B * .,.'.;. _. l; a,.... v: -1.03. w d, , ,,. INDIAN RI - x,JB9 ` x,40f t2.94 \ \ ..- :a�:� RIVER COUNTY UTILITIES (772) 770 5323 42 \\ t2.5 • 1' n> S �, f.,� (2) 12 LF 8 SCH. 80 ;,;,; I . .7 ��8 ,476 '4 t�f 1� 7'J5 . "t B9 \ . ' w 10 4 x \ ".��+ . q OR DR18 PVC "I, �" 19. DRIVEWAYS \ x,A \ EMOVE CTURE , v <�. t0 >� / / \ THAT ARE DISTURBED ARE TO BE RECONSTRUCTED TO THEIR ORIGINAL OR \ \ \\ \ : to.1 r A .. � <'., XiFi4.;'. �.� .,. - .�:: �; �.� �"� SA2s.� d .`J,J \ xlt.l6 x,4.54 r ,4. �< , -.5 [ - P: .,.:.:•. �z '3. ,_..... ,..9 .. ',, ,••«•,. BETTER CON \ :.. i 2 ;, ,J, o + x <:. ;,.. X:7d5 _.. I, .`,.,.,` .................. \ ",J% o \ 12.9 s „- ; }os . .. ;< a5t - -_ \, , l.,�, CONDITIONS, UNLESS OTHERWISE STATED ON PLANS. L} � t JB, ,:. „ >: a, t{1>30\< < u L : >. ;,,?.. RIVER 'I,, \ ..'.'.'.'.'. "..'.'.'.'..'.'.'. 1J.9 .,4 ti " \\ \ ,4.4 - :.:n`. 11.%Z : x `r':aJ 's::. -. t.. - UTFALL 3 ' RC '• `o, .. ... \ � INDIAN RIV ..... .. krs.d7 \ o -:':. ;:-,S`• , 4 .... :7:;. > _:- . _ ., _ :,,..j _ . e: ....y I x / V. EL= -0.40 20. TURNOUTS DRIVEWAYS TO BE CONSTRUCTED AS ....EXrsnNG :.' \ A \ 14.9 4.J ,, x x \ ",l .is ... ..i• 4,.x ,;I (DRIVEWAYS) PER FDOT INDEX 515. \ :.:_ :.:: � \\ t a 5 > /:v±a... NOTE. CONTRACTOR TO CONFIRM THE ..... surED(NG. , . , . , \ Z , . r45a;. , rt , ,; , ;. . ;; ::, � OT; E TEMP � ..a > - �� , .-\<` a .•.:•' EXISTING FISHING IE C <r 3 a 2Al.: s. ,. RAND BOAT P L F \ 4.45rR , AGOON 21. NO EXISTING B LOCATION OF ALL EXISTING F EL.-13.62 ... \ m 4 E : 8 S`B6 :ram, /,:�, ^'e:?' BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED UTILITY MAINS \ � \ .............. \ �� MATCH /A:*= . ,43 �; � ;, x 2;; : - � ADJA_ ENI �'0 ,,;� ,_ :. � ,, <,,,,,,?�a;,. ..,.B, FDEP NO 31-39-3193M \ \ !Sf l49B EXIST. 13.2 ,J -� > . _ >:;, x9BJ 74J..s :: .R °;its- .:. N ,.>� '"",,8, ' s ON .0. ' 3� �, ,. ':� AND SSL AUTHORIZATION 5 16 97 BASE MATERIAL THAT MAY INTERFERE WITH DRAINAGE \ \ :: \ \,,. x f4.,2 x ; ; x,4B9 <, ,, X�,... I B F ,So 14.2f 13.7 (� i .,.% 9 " :1r1't•;... �` WORK PRIOR TO CO +.2 >< 1 NSTRUC110N o 1s,3 II` . P1/ i 4 s®1r c....�: A NO POSED CHANGE OF USE 7?O - a.2 C % M "- 22. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION \ ''\ : \' 4.2 Y;: r5 „mow, TRENCH SHALL BE BACKFILLED ('� 14.16 .: x .; G �:1. 5�\ Qi s " , . aaw. .,{ >_ .; e ,,� ; ` \ f.22 ,, t <,c ', ©a, $ . • : ;..737 q ?;=3YlE BENCHMARK AS PER FDOT STANDARD INDEX # 102, AND SPECIFICATIONS AND DETAILS WITHIN THESE PLANS. ,` , „ B5 ,, . F <. z 7� roP of cRA7F EZ-ss9 AND BASE/ASPHALT REPLACED \ rs6 «� z• ; .,267 4?��yy /N �•z37 y, , 0. � P Er \ \ \ .«. ¢"_`; ,<\ j ,; S ,N.=FULLti71', f11 '€' 101 .-_, $" E /NV EL.-071' i.22 23. AT LOCATIONS WHERE PIPE AND DRAINAGE PRIOR TO MILLING AND OVERLAY. /354 \ Q . O NJ x 9 I NA E STRUCTURES ARE TO BE CONSTRUCTED OR \ ,39, x,41 REMOVE/R LACE IXIST. >. \.. T-4' , ;•:,. 1 A _ ..r lNV E =68P, ' INCLUDE IN COST OF PIPE 4JB r°P_: gas $.�0 \ I REMOVED UNDER H J73 1 .1 r< ?3< a: - E:1Nv. 6s` \ ELEc.PAN THE EXISTING PAVEMENT, THE REPLACMENT OF EMBANKMENT BASE, ASPHALT, ? 1tJ:; - :: 9. b y''k REMOVE ALL SEDIMENT SILT WITH VACUUM OV� s 1x�� , DRAINAGE �, 200 LF 24 .RCP 1 .> ,��.� MIMED/ ,,-s :�'Zy;�., � ,.:, � `` , �.60'' , \ / \ C NE To BE 4, : f r.•>. , E- \; ,:•t4.5B I ETC. NECESSARY FOR EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE. PAVEAIEM 14n5 43 Cida13... - Y, . , , ED \ , OR OTHER APPROVED METHODS FROM EXIST. FORCEMAIN 348.5' EXIS 9 14. ,4.0 5 1ss2..;: CONCRETE JACK ' �. <.t ,,a. , % ; `f d > 1J7, .. • : ,:. ; : . � � " :,. ; „ .,' _� ,a, , •„ '" \CON ., .;,vt , ' e.d EXIST. DRAINAGE OUTFACE PIPE. LOCATION) Exrsr. CURB INLET ,4oi - y. .� Z ,.r v IP s . i \ ;e` b,, (APPROXIMATE COCA ON) y` i x. rWb 74.4 14.00 TOP EL= 7397 Ye::;. -,'., . A::: _ "" .Y_... .y.., t I1 Y�' / - ;:.,. , G. CET i�.�4 - � '2 xa �. _ - y `�� & ,. s, _ -_ ....,. , . >..: , .:.. , .: . , .. _ , PROVIDE �, �v ,� �9 r , NOTE: 1. . -.. .. .,i , :•::.. .: , .,,,_..,. -. O.AP RENT CONNECAON ,1a�,6 , < --:.,.... <.:,_. _ :. 92' f,. ,.: BI P PUMP L..: , , P ,. ,. - �� .. ....:.. .:. BE: DRA/NACE SYSTEMS - .. , 1. .. hh .:._. ,. > ,�_, .. ,... ,... _ . :� _ , � �SEE .DETAIL OF BO _ ,5J6 f� - 1 . _� . _ _ � > � ,a � _, , � .� ��,:: � • •R � AT RAMP AR EA 4. ... _ . _. SAW UT AND t.... - „ 1 .. %B, M , ,,,,. ;�G R H EXiST� , . z4, r.: - / r- _ ., � , ,.. _ _ .. .. ., _ ._, .. c. -SHEET 23 , EMbV _ . _. ._, . ., ,, .,. ca ..,.. � � ,. .:.. , .... P ENT < t ,: . ..., �. ...... .... .. ,. ..... �..- ... .. ... ,. y .. ,.<..:- sae' ' ?B4 _,I ... ..<. ,' ... JIINAG`E°;MAN , ... ... .. .. , , ✓, ,tom.. f.#B... a . ,.. .. ..... ........ \� ... , 46a lase _ _. THIS LINE \ .,,.. PS t r r , C �,..:.. cVEO. R .: 9 E _ u... y I. ).,. .. S 1' ESET . 0 . z. , ,, , . - -. x R T P E UIREiS 1B.;9 . _ .. -_. .... .. .,-.�.-.,�,....•�-'�":,... ST. UTT JOINT• . .f:... ... > : ,.. ... ;. _ ; . , .. E S ... _.... _. 9.9 ;. OUTH OUTFACE ro € u _ -_ _ E �f _ . 9 .. ,. ... ... .:,... .. .... ... - . J _.. � , .. -, � _, ,.. _ FMO ...E .. , ,� 53 F SEE SECTION A 3 n S 10 �. . ,, _ A _.. ,, o ",,, _. _ -. _ � , . RE Ert G _ rt a � _ .. �, t. , _ . s. GE W 144 LF 24 , 12CP , .:.:.. , �. � � � &PLAN DETAIL SHEET / \ x7.62 \ / o� . / LOT 13 / 17.43 \ �' LOT 13 i \_ / / \ \ � , 7.56 / A.� G ' \ 50{{ `\ / \\\ 7.02 / LOT 14 / ,/ \\ i, 5 LOT 12 �� - i / / Q\\\\ ��` 4 7.60 / V. % \ / " " \ \'.do,4' 7 iJ� ka3 / / LOT l5 / / 6J ,« .sue \S ll \` $ , �" Kk�l LOT 11 Roza'. o,o / x7,2, �,�� \ OF-f7 / / LOT 16 / \ \� \: . \\\ xzJ I LOT f0 / <t \ \ \ \ \\""\' X7.46 1 / / I RECONSTRUCT 20 LFt / \ \\. . „o OF 6' SIDEWALK wr-,s y LOT 17 \ \MATCH\\ �;,'S8 as9� LOT 9 \ / CONST. T)RIVt-_1�NAY TURNOUT E IST \ ♦ \ x_ 6 M TCI� \ (SIN 1 Y2" SP 12.5 AND 6" CQQU ) E 7• f708 \` , / / 0 CUT. ,062 NG ROADWAY TO INSTALL\ 7.45 74 1'`' \\6 Y �e5 �� y.a 56 \ , „3 MA1 r a A .,; .. / OUTFALL: PIPE : PHASE 1 IS \' 1. 6. wr r /' 664 ` I `Y CON P. T PAVEMENT AiR 'S \7 65� \`\ / X a LOT 18 ,2oJ BJ 40 LOT 7 , 51 .. .: E .1NG ..'.. ' ' 74 " x \\ _•Y• / .'BUILDING. / r: \� \ Y469 l ,,a . .1 ,0 fs , Yt 93 1 lS.f7 5 I 7514 x 15.77 M5, .. OJ \ x "\\ 76.14 I . x 1 x, 6.4J i 67 I STRUCTURE NUMBER TYPE TOP OR EOP INVERT I 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 I'1 : �D s 7 r</n •nr l� rr -1n •7� 11A1 A I DS-8 MODIFIED MIAMI INLET 7.25 4.85 NE 1 DS-9 TYPE '9' CURB INLET 7.25 4.80 NW, SW DS-10 TYPE 'C' 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 I DS-13 DRAINAGE MANHOLE 10.20 7.25 NW, SE i DS-14 TYPE 'C' INLET 9.75 ' 7.25 SE DS-15 TYPE 'C' INLET 8.00 1 5.25 SE DS-16 TYPE 'C' INLET 8.00 5.25 NW, 6.68 SE I CONTROL STRUCTURE - SEE DETAIL, SHEET 11 DS-17 TYPE `C' INLET 8.50 6.00 SE I 1' SUMP W/ 12" DIA WEEP HOLE DS-18 TYPE 'G' INLET 9.94 5.95 NE I CONTROL STRUCTURE - SEE DETAIL, SHEET 11 DS-19 TYPE 'F' INLET 11.30 7.00 NE j CONTROL STRUCTURE - SEE DETAIL, SHEET 11 -13S 28- 1 -t ins i e.eE) SE .. BIA WEEP HOLE DS-21 DRAINAGE MANHOLE 11.00 8.50 N I 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 (R8 ET) -EXIST 0.71 E, 0.81 W I ONWWEST/S DENOFCSTREW 8R :PVC (2) -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 I CONTROL STRUCTURE - SEE DETAIL, SHEET 10 1 NOTE: INCLUDE COST OF RIP -RAP REPLACEMENT I \ '�;5.fo ; }1 G� s k \\ = b \ i 9 �,\ UNIT PRICE COST OF PIPE AND STRUCTURE OS-10 CONG 7P7+Y FZ,,, .� s' -3.• e t.,x : .-,, •r t SB ,i5 '? i dYi 4j J3 r� v °i c !' 7 1- i.x 62 . I i 92/ 75� x S0 \ 17 1 �` c 26 LF 15" CAP OUTFACE \' } \ -. .. .... -............ r 12 '.' a� 6 4' CONCRETE WALKWAY I .............. 1., o7J PLACE AT GRADE �NQM�ER.' bf .:. 92 .. 1 r. 1 \ '' - '� .. 819x ti ' ,r \ M. s .} ( ) ADD 'ADDITIONAL SIDEWALK COMM4RCE':'::_:- OS-5 BBJ F'f'"£L..=1,5;-1 •" c �'it} i1f 59 85 5 m , 5 9 � GRADES IN THIS AREA FUTURE SiUEW x,,. Q 9 9O 9TT 6 �\ {, 'I M.E. f, z' t� � �� \ 5 z ties \;'�'\'4.aa PA r.10 4 \«,- ., f yY 4,::;• 5 0• 8 .5 i z. .dG n 6 \ �Yy 1J6 .6�, , r ��` , -'; `'• - 4 PROPOSED M FACILITY - .. , 1 C \; F.F. 0 8.6 b:- 9 `x �.af S 63 Z S2 SEE AR CH �4c �..s..�, Z TOP 3. � ~•-..� 2.4 2.2 .8 \+, 5 ��` �. �^ 12.4 2.8 ... ...:... .._., ,>.. _ . �..- _• � .: .., � o CLFAR G UB ,., , .: r 1.� . � / R � AND COMPACT TO EL 8.25 t $1 4 9 73 / - FOR BUILDIN AD ;/ COCA N��li �� ; �- "'� K 0 I � ' , f wF - PROVIDE DENSITY TESTS (MIN. 987.) FOR 11 A ID �'' o� v� 4, \ \ o \ 70" \ SUBMITTAL WITH B Ill �ING DEPARTMENT / . 1� _ , �1,' - ' C 3 N z� t f s ► \ `y > 4 �\ PERMIT APPUCATION I / d 1444 13 } 4; L , C7' t ` rs w \ `� 10` ADJUST GRADING R Q4 , ^-,s'-ir -� = ''4, i3 T -RELOCATE dX -- 6.0 ro' G A1J ENT T4 ./ = W, .� ` , o x { e.73 y ¢ \ 4' 10" PROPOSED SANffARY ; ER MANHOLE k}, ✓' r+' r f` -i \0" 10' \ (S-2) TO MATCH TOP r G EW&T CAB 9 , ��°f xC *t J 7.62 \ ~' 12" 1 12 x12 AREA MUST REMAIN ,.,�} �,,. :. \: 1 1O" /, --�- I sarcv - siiKG::: ,.; ai6i:'u.: tsF 6 _. / Od ) A� - a74 *,f en ®, ' u B /LlT1NG.::'... ' ,o n FREE OF VISIFAL \ __----"�' a6 volt a x OBSTRUCTIONS �, ,, t , �, , PIPE* NOTE: 12» PIPE MAY BE ADS CAP OR RCP 4 , , 83 "� -' h. :? - WF 4 .. , � �,,,, .• 4\t.F 1 PIP D' 3 16 �I- REVISE TOP AVOID / CONFLICT W WATER MAW MAINTAIN EXISII G I APP N 66 RO TE LOCATION F - ... w ago IXiSifNG DS 8 ttirtc, w 1 " VEGETATION ADJA CENT ' L� 1 CT "• • �Xr NG' BU /CAPPED WELL C ` NTRACTOR y ,A9� are 1 %sc,nro at8 \ 10" I 1szw9 TT? MOTEL . - , " -�='-'BUiL 1Vc:•::': LOCATE, PLUG, & DON PER x�9B o ' �` r io wl, � s ggpN .^'D� .8 7.63 I F'. £L . 1� 57`. R \ r� 9� r y9 4 \ I \� SJ /DOH REQUIREMENT'S -:-:-:--':':-:'� as2 B.J9� � �� \ • to-, 4 i . _ _ - z 9. 2 •. y, a 4 x 6.36 \ I " \0.73 CONTRACTOR TO ABANDON SEPTIC \ CONST ASP T D AY R .\ q �\ 10 \ SYSTEM TU NOUT (MIN, G PARKMC \� A x \ � . " s (nP.l a a x7$2 \ t^y\ o \\ X14e2 EMPTY/PUMP TANKS, CRUSH TOPS AN 1XL SP 12 .:ANO:'ii" INA) COORD. \ \ \ '°'f FILL WITH SAND PER D.O.H. RE UIREMENTS DRIVEWAY L LION - PROPERTY OWNER 66 10" x 4.07 Q Q� ' 7x�s3� �5� �\I `� \ f42, CONTRACTOR TO OBTAIN D.O.H. PERMIT FOR �R9 \ \ \ 10\\ x 1 .80 x1447 \ THIS PURPOSE .. w y\ R \ 1" 2 Z I I \ x,5v "Rcx-�,r. 10' MILL OR REMOVE« • b\N �P� \ \ 12 _ ��wF 2 c��: 2Y2"t ASPHALTx `<kND \� "' . *\ \ \ \ '°" \ 9 \' cr.... 10" 0 \ \ �, .... - OVERLAY TO PROVIDE \ w M \ \ \ w ... SMOOTH TRANSITION » z� \ \ r 12" 10• kw .e d 1a'a �C 7.39 \ \ _ 10" \ I :.I... ..-.-. \ s e w y „ � 774 x 7.85 \ I 0 10• 'b� 1 \ \ - :'. XisT7NG - - - ♦ e .✓•"\x 757 \ \ \ "' .-.'•'BUILDING X/S71NG i1T r 6.a2 \ \ x6.25 to' � -::. \ \ ... ..... \ W, \ ................. \ \ BUILDING .......... ' F.F. Ft. 9.96 \ \ \k to" 10" w \ V 7.25 I \ \ \ \\\,. x7,46 t.S1.x7.62 \ " \\ - \ __ \ \\ "%%"""' . . __---- r `p \ \ \ \ . NOTE: - \ 73 \\ I •. �r ,�..... mob �� 1) ALL 'C' INLETS SHALL BE HEAVY-DUTY , �X: \ \ -' i':. ,. m� \ ;.:....� .:'• } Sri`: \�. zz.. \ \ \ .\�.'z �. - H2O LOADING W/ CAST IRON GRATE i �/- `o�'' 0 5J`�••A' 2) DS-7 AND DS-20 HAVE BEEN \ cs ��.-, .°',.- ... S2B \ \ `� .......... ELIMINATED FROM THE PLANS \ j \ : �� \ .. \ \ .... ... ................. .. ' x1588 x 15.54 r xf524 ...................... ......................... \ „s \1 . I \ a 0 \ :. \ Gn d6 39 1S � 1365 CONST. TEMPORARY\ LIZED DRIVEWAY (3" SHEL;S 1539 __ ,M550 i --'°°551 / S X,5.76 1, 4 x16.17 \ x Y.40 f6' ' \� TO EXISTING CHAMBER-GF- 9 -_ \\ 566 x,59J lSzl PARKING FOR PHASE .L66;.::; ' ' 7567 ,15s rko, ,2..a - ., ..:; .:'•:.. TEMPORARY PARKING @V f :. \ \ 0 ; :i1{ PROVIDE TIRE STOPS I » \\ PHASE 1: `% CONST TEMPI DRIVEWAY , ...°' I �J5" x\��' . OF' ...':,P., .:. B R ° .. > . 3 SHELLROCK GRADE AND MAINTAIN �\ CURB CUT P - INDEX I L 5 d 5�::. 4 A 1235 . .E GMP�� R G. r P . G V- \\ 15 SEED SHEET 9 x/ P E HAS 3: x A\ J. S� \ ' K:4 R 4.:.. " P 0 - xri rf- - REMOVE CURB SRECO2U \ �R \''' .' • ,. ::. .,.... �� yam. \ ' JIVVI`I� \., ..•:'';. ... J14.6J \\ x D SI EWALK AND x 4. 022 1f. -LEFT TURN 1'GN ' \ \ ... .OB x/162 V .. < \ >, " • ° NST. TEMPORAf� DFcIVEWAY x 2 252 �+�Ri3 ::::.:::::.::::::. . CUT PER FOOT OT INDEX 5].,5 ::::. .. :'EX/s11NCY :. \ SEE DETAIL SHEET269 _- x - - .......:.... BUILDING .. ...: .........'..�. . �\ 4. XIST. 6't At1N L.F( 4.8 -:'.F.F.'. EL 14 02'. .. .... .. e 15.37 ...: :.... x 14.55 .66 \ x 1502 154.'� 91 xf4.71 - k1AO�4.29 - FX1ST✓NG:: 4.53 .. ....... .. ... . F"EL-=15 57' . \ \ . i I \ I I m �3�� V Z 4- � z o F VZ a y� , N N ccn 0 k I.- N M d I J a: o 0- n cn o 't o a If o 3 s O zz I W 3 V e a U VVi � � w o v, Zw#�, >•V Ow S��WOw YZzN H wwQ 3�W aiaw�Z,z��2x 3��=Qo�oU�ma3 42 w�wp:m owz=5 ll�ww3� -�'iUU . Z toOO r=-a33w=,3w�aU d Z f- E ■ ` co O C) _i W M i2 J 0) Q 0 13 = 13Z 0 •� O m Z u- W Q � 0 � m Z 0 �00U 0 W0Q 0 . m O zo0W �zz� . ZO U. N � EE W �Ncn ��WO W . < -ti C L� _ ` fV �o0ti F W�E> MM Z Q J W Z�-�� W � 'm U> vN W Q Yj� LA- rn J co Q� 0 � ❑� _V) Z N - e'd i` � U � � W r� W V F- 16 C.7 Z Z J p c- _< CD V Q w Z Z Q ct� 5 in 0- LLJ U W I- -:) ce- L.LJ O 0 W ck� ct� n 0//:" (- W Cn F-- Z L.0 Q L.,J , a In03� z C L. ENGJNEER CER71RCA710N ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BIITLE FL REG. NO. 57396 OWIWAM P. STODDARD FL REG. NO. 57605 GATE: MAR 262 SHEET 5 PROJECT NO. 07-027 n It * . ::� I-C Ln It '0 IN co 0% 0 0 w 11 . U) w I Ili V) U) P 'Ili - I$ c . .6 * 5 � I ig -0 4) V) 4- 0 . .4- i3 N I cm 9 N 0 '_ , F7 - - I - I ___ 1. . . - . - - I . . ___. ----.-- . . ___._.___..____..._______ __ � . . - . - _ ------... - .- - . - __ - - - - - , __� ...... - --- I . . I . I ! . I I ; I ! � i I I . I . � � I \,,,-' LOT i5 ,,--' \ PROVIDE MECHANICAL RESTRAINTS I I M C) lm-,) _') I NTS p GENERAL NOTES: � GENERAL UTILITY NOTES: %Y . �' AS NEEDED PER ALL EXIST. PIPE I � , 'c� 'c� ,*- 00 00 0 C) i x 7.54 �' /-PROPOSED 18" RCP , it, p k p (� '(z AS NEEDED PER ALL EXIST. PIPE � It r- . - - , - � - "'_� xV" '�& \ \ JOINTS PER DETAIL M-3 r-.E.XIPST 2 0 HDPE WATER -MAIN DRAINAGE PIPE INV. 6.7± JOINTS PER DETAIL M-3 i I � 00 LOT 14 i 0 1 � V-1 _c� 1-71 ,- -'� Z' -:c' <,- 1. FOR NON-UTIUTY (WATER AND SEWER) RELATED CONSTRUCTION, MODIFICATIONS, "I \ \\ EL (IF 3' BELOW GRADE)--7.2' FUTURE GRADE NOTES: � en C14 c*4 " 9 ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND 1-1 \ '-_lN\z_'_'s- . . ' 'j"L IST GRADE ELt 1 0.2' 1 it '(Xn �j � . . . ", i = - - -==-==--- �_;=-=-.===r.==r-==r-r_- _zZu= - - - - - - - W.M. AND DETERMINE DEPTH. IF MIN, 12' SEPARATION RENOVATIONS, ETC..; THE GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF WASTEWATER UTILITY STANDARDS, SEPTEMBER 2007." \ \ \\ '�-" 1-1 _:'�' - z - - - CONTRACTOR SHALL POTHOLE ; '\ ix 5 9 �! TRANSPORTATION STANDARD SPECIFICATIONS LATEST REVISION AND THE SUPPLEMENTS THERETO. e UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTIUTY PERMIT AND F.D.E.P. 7.62 \ \.*. - 1-1 V-21%. I , REMOVE EXIST. 12 PVC WATER -MAIN I WILI_ BE OBTAINED, THEN THIS DEFLECTION WILL NOT 13E NECESSARY. ,,a �'_�LOT 13 "'� 7.43 X I I Im Iz- d -ml In �' � \ ��' 716 LOT U i - - BID PRICE SHALL INCLUDE (2) LINE STOPS.! IF EXISTING VALVES PRECLUDE THE NEED, A l< 0 f.n PERMIT CONDITIONS. ,-- I - - - = = = - - - - - - - - - - - - -_ -_ -_ = = 0 '1� r3 2 CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT . , " --*" l___lVk__ i r ____ - i - - - - - - CREDIT WILL BE DUE TO,THE OWNER. � ME 0 ,-- ,_ . -\ v I-C v! m 180 MIN. FROM BOTTOM THIS ALTERNATE BID ITEM SHALL BE INSTALLED ONLY IF NEEDED. IF IT IS DETERMINED 0 �_ om -- OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN. STANDARDS DATED 2008. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY J7.28 \ ,%....7.49. 1-1 1-1 , -V' I 12" LINE STO 12" LINE STOP - gm 9 -7 i . I C, � OF PROPOSED PIPE-,,, pz � E, DEPT. PRIOR TO CONSTRUCTION. / \ *"'� 7.4\7 1 1 1 THERE IS NOT A CONFLICT, THERE WILL BE NO PAYMENT MADE FOR THIS BID ITEM. = 3. AL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OF CONSTRUCTION. "___� "___� 7.02 . *':p VN -- .0 �l 9 :z :go S LOT 12 '� �"' - CONTRACTOR SHALL COORDINATE W/ IRCDUS INSPECTOR AND OTI P_ In , C, 11 PRIOR TO INSTALLATION OF LINE STOPS AND/OR SHUTTING DOWN ANY MAINS. 9 -5 c� v- \ C- . 2" AUTOMATIC A.R.V. -'x 0\ f.'.A7.45 . I - ul I 00 5? 9 THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF 1� LOT 14 �' Aj7 * � I = = - z F? 4. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET VERO BEACH UTIUTIES, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY OTHER UTILITY 1-1 '_� "7.'A 7. 60 1� . \ : I \ 'j. . . i Il INSIDE MANHOLE 7 c,-' ,= z< F_ � ky'% I 1-1 _q�% CONTACTS: IRCDUS INSPECTOR: MIKE DELANEY PH. (772) 532-7477 cn < 2 = f.n IN ACCORDANCE WITH POSTAL REQUIREMENTS BY THE CONTRACTOR. I PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES \ Y�n . "�i, I .5. - a. C-) 8 Aj -0 'J-' � - � OR JOE LOUDERMILK PH. (772) 532-7478 !� 0, 6' w 8 � I \ "'� 1* * �0 I LOCATED IN THE FIELD. . V�'� ""� -Ilf5 k--*' LOT 11 12" PVC W.M. W/ (4) 4T BENDS AND MECHANICAL RESTRAINTS 22 �� E LOT 15 I-- -,-. � t� * . - - t WATER OPERATIONS: BRUCE ENPRESS PH. 633-3832 ; 226-3406 0 - w< � �=- . ..;' TION, AND CONTRACTOR SHALL - $j ��_\S'\ ��_�� 81 - 5. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-'29) '_� .11 1-1 7.58 . � . I 'p .70 - MAINS SHALL BE SHUT DOWN FOR ONLY A SHORT DURA E3 � e ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ �' '� , HF-17 ,-' \ I == OCD (n .< 6 cl- � I I x 7.27 �;OiS4 � Im- I WITH THIS OBJECTIVE, INCLUDING, BUT NOT LIMITED TO: < C) � 6. THE EXACT LOCATIONS OF PROPOSED SWALES, BACK SLOPE LINES AND LIMITS OF INFILTRATION, LAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN \ \N..�.�\ \ Al- . DETAIL . m -. '�' �i � m I m . CONSTRUCTION WILL BE IN ACCORDANCE WITH THE PLANS UNLESS OTHERWISE DIRECTED BY \\�*!*. ' .7. . it w % �<_ = i THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. "_� .\ LOT io � � I 0 wo_ � ww 25 ; . . I - ALTERNATE BID ITEM I - - 9 =. C= THE ENGINEER. . THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR 1-1 LOT 16 �' \ �k I \\�'�.\ I � � . R%U V) a �' ll� - \ I I k \ " .. '_� W WATER -MAIN DEFLECTION f5 wg Q: 1 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 \ \\".\' .7.. 1 _- � � � . W) m = 0 i - ! \\I.. I � 3;g 27- 1 REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID. PRIOR TO ANY REQUEST FOR PAYMENT. _"� \ ..' . 7.70 W-16 Lor 9 � . I \_�� __ \ ... " i I . w - ! " -_ LOT f7 \ \ \ \ " m ""� .,.- � 1.4- 8. ALL DISTURBED RIGHT OF WAY SHALL BE SODDED. 0 SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF -_ . � .. ll� \ '�""i'� 00 co I 'f, \ \"' I *..-- '00 \ """-0 � _j w . .-I �""4� � I La r- 9. THE CONTRACTOR WIH RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO \ . \ I , 0� 1. � \ . 4' 7. �l -�""' "'� CL � . . . � .l: .') -'e.w I . �""' CONDITION EQUAL TO OR BETTER THAN THAT NOW EXISTING. ITY SYSTEM FOR ONE (1) YEAR. ",------" . I'll, .: 4�-' ':' , " 6. r 14.85 LOT 8 \ "�" �""': 4.1 � � I I P, . � � �'.'.6�.�.� '�_ 7 . "__1 ' ""', I I b 6 I- � .... � \ .' "� r_ I 'i::� , �. �' S.6'e" ' 1 04 t� I � . ..... _ .... I. . -� * 11�1'11'1111 i I 0 < 11 0 ' . ....... � ....... :'� ... : .�t�" �ldi ,: I .' -\ 15 i 1-1 I , �_ 1. �� '." " - * 1� I 2 .... .... � .... r _ ' .. . " �. IS ll�� 10. ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND CUTTERS, SIDEWALKS, s THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND 1� ' \ .�."�': t:�'�X- : ��_ �"" , r, " :��': �' ;�:.' '�'� � ... . , - �� ' .. , �...�.-� ... : �::'.: " : : !. . ..I-.*.- * � -_ ... "', i EXISTING ROTARY CLUB MEMORIAL PIER I I � .. . DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE SETS ..:::�:::. :. ��...:':.:��::::::' � ' I2 03 "_� . I -,"�"_�"�--.'� .1. \ LOT 7��\ ;�"' I � 2 _Q .. . LOT18 � .... .... tk.�wi�... � ... 83 '.".�''-A'1_2�_"'� , I � '', OF - - � .. ..... yn. , V .", FDEP 31-125335 WITH SSL AUTHORIZATION (JUNE 23, 2000) �o �. - LQ .... I--,' I *'*" . ""�' . . ,*""* * . ." - __ ' , ';� - � - . L... . �. � .... -, , i � = i�5 __ _�! <-- ii. '� 1�1 �- '�� ! " BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM OF BLUE/BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR ' t�k"..,:,�,,--,,-,,,�,',�,,,��, '. ",_" -125335-007 ( ,a �L --- . THE "�"," ��. 31 21E __1 .' 8uXD11VG'.'.'.v-'-'.� V1.514 �,"- I ,-"�',� , I . f" = ly , - ,,4.6.9 1-1 "��111�� 4 4E94 � .. __ " " �_ "",.,___-----' � � .. I ......... f -' '' ', � " , I ' JOB SITE AT THE CONTR SS THE ITEMS ARE TO BE REUSED ON THE LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY V____� 1-1 �':rM 57' '�� 11 , '�'i , r-14 . NO PROPOSED CHANGEOFUSE � . . . I ..... I.. LOT 20 '�""�'-'x'��"�-' i F A� ... **'**''* * ' 1104 lh".'e..'j'-i' �-"""'� 1-1 ' RZ, � . � �'� _" I ... ".'. '. i, �' 11'11�' � I SL � _. , ,"I ...... q -'��.�� .�' - - - I - I. I �',�� ';," - I SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. \ � ... _ "I ��"'-"�';,' - �",�I"�:',t I "" � PROJECT. : LOT 19 �-:- ... '�' \0.�z " ' "' ' � "-' - -"I'. � I - - . LOT 6 "�"' ." ",-" __ _ � .... -, - -..-- " '- -' -��"'� - � .�'-_'_.'-'.'. "'.�� I ' '' �-.-_' �'''.__-*_-l"*'l'l **"'' �".��";- .'��.�K:" . I �' ,,,,,- "', "� , � - - ........ I � ..... ,\' 11. THE MAINTENANCE OF TRAFFIC FOR THE PROJECT SHALL BE IN ACC "'.*.'.'*' / . � FAMILY DOCK - ' - , \ ;" - I- .- . I .'.'.'.'�� L.L.'.'.*.l.l.*.*.l.l "��-- '.�- -�o � \ ):"'�""�"��"'' �"�"'V-ajl -- s- � . � ... .'.� 61 , I �,"' '�.'.. � _\ '��' "I'-:1N ; .47 -2.60x - ,� I .'.*w �'�'..'.'.'......._._.... ...' X""', "'_"�.��"' :. , 1.6 E NO. SAJ-20 - I E APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS; THE MANUAL ON - - L ....... � ................ \i _-, - ' .".' 0 e \ NR NO 31-164839-4 1 t � 4i��"�Nl I I �m . L --- '�' "Ill w . V'\ 4111 ,�'_,""�";01`1 I -11, '�K"1'111 - afw 77 ___ ... I "-';k"l'�'%'l - . ", �". t_.'l..;"" eg& k'�"�' -1989-30392 ."\-", I I � <pQ�r' . .,- "�""" , LOT 5 E "'��' I w"_ TRANSPORTATION, FHWA) SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, . . ............. � . / '�"�'�'- '4`-'�L"` 'i, '�W" - - .1 _'_��""_ \.11*2 VROM: SINGLE FAMILY DOCK '.�' "", . 1 � ,,, ��:�:-:�:-_��-' _1 '4�1'11'1 ' � North MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND I,, / �)"�41�:' W-13 -� ITO: PUBLIC FISHING/OBSERVATION PIER W/ SSL AUTHORIZATIONI . _- i � m __ I -100-- - i ff.'�m - 7 1 T� � , ;-J70 �' - 0 RDS WITHIN THE �_ f --<10 411 ,F . \___ i ... W-11 \ ' "� <.) 1 . WATER SERVICES: � .50 . b� - .11 ;.�1_1�5"":� ""'�.'._ I 1�11 �'_ UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ( US DEPARTMENT OF A - TO CHAMBER BUILDINGS: THE BID ITEM FOR THE WATER \ 17.20 �-�'�-�"' L" J9 � 1-1 / '. , ..; �48 -\- .. , BID QUANTITIES: __ ,,,-A \ I - '_��'\ PROJECT LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE MAINTANED AND PROTECTED x f2.19Y. 11 ", 8. _..' "'�' � `a�"� , ", I � 'I'': -1, ;"' \'�� % 11.27 z' 1 .4.06 __ - lll� , -- - � f�' -_ !'I SERVICE SHALL INCLUDE THE WATER SERVICE (FROM MAIN \ � ":_ - LOT 4 11 \ I 111, AT ALL TIMES. : - M 76 L 22 I- - GRAPHIC SCALE ! '% "'_'__ 10* 454� e _k. _"\'�' ,'"t. -11, ' I , __ z' / I � � � ", '\ - :kl"17n � '� ." , , - I , """� "' TO METER BOX); R.P.Z.; AND BUILDING WATER SUPPLY . \ __'�ll . "�'�' - , �'\'�: I , � �� , - '�'- --�i *1 -an x I i i%' , R - " ;; 12. THE �LOCATION OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE ONLY, THE EXACT LINE (PIPING, FITTINGS, VALVES) TO WITHIN 5 FT OF THE I \ x1J.27 I I I ,' " "' 4D: - , _'l`;'%4 . \\ , , �� _\ � ��"%" N � 40 0 20 40 i so 160 . \'�\ '� -'-� - � - " " , � I , - I I I , , f�i ,It � 1;� � I,-,- ft-1 . ""� 11 ' i 1: 11 I �, � , . - ) ' ll�l x,2.9, xl .- I _� ''::'lt'�'_"' " ' 69 rl "_1 r4 � 6www-4 � 11 , _._�'jll �� , . 11 ( LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF % .'�* "( I N' � '�_v -,-.--- - � - __ I _--!� .� 01�1 , - -_l .- �'_� 1� 1� \ I I :_zz , I --- -_ � . I 9 - � -- � "��' I ''. " " � UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFUCT 1*_'��"'�" d q E ' BUILDING'S CONNECTION TO THE EXISTING BUILDING'S x 12.65 x1j, �' �11 .tpz � * , � '\ - �' '". �' � __ \ 0 .1- 1. . 1 K3 K3 �� i I . I " y2.28 t-11), fl�2..` \ / n .�� .:!��i �' ��:._' 0 _llp_� - - - , � �' "yo 7k %/., �_' c I 11 Vj - ' ., 1� � 0� , , WATER SUPPLY PLUMBING; DISCONNECTIONS; REMOVAL 12. . 1**"'_�"_�'- ", � I'll ,. a P, CO 0 BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. . �� _ . " " , , I --- 'J' . -, � ";�."' - � 1\ , , %, ,.j 9 - - - \ - ' ' 'N FEET ) : "a"".1111 1 !!� m q . , " " ��?V-'-' !, -;'-� ,,,, �. 1 I - ",_ ' ' I '� I �� -i" � I .j - AND DISPOSAL OF THE EXISTING WATER SUPPLY SYSTEM \ N . " ��".., _�-' 1 -0,70' x ' -- ( fl-, , ' \�.' � - "lN7\\ -� "I , - �� " ,11�1%1 ' � �'��". 'T . , " �'�� , �, . nO . �v '�.-' '�_ , - '. , , �_ P:: CN 0 ", - , , ' " - - - - 1 -321 1�p � I 0 �1" , � I '' :' 'I', "'-'-_.-� -":-""� �� 11 .1 , , _�" � - 'Ic ;��"','-_' ?-�� t ,. -'�' .,4,,,,_ - -, . 1111 ',�' . L M 6 X " , I * _V� �t i"�";"'_"?.�'�7- _Aj \\ % " \ r, 0 i._.�31`_` " - , -, 1-1 �-'--'�.'��'-'i-"_-�" \ 11 11 '�_ I 11 I 1 inch = 40 ft. 13. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN (PIPING, PUMPS, TANKS, AND DISCONNECTION OF k, 1363 1\ _ N , ,4-- 11'11"'� I "-- ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTITIVES \ � '�� -�. - I I ", " � . e I ,-. .. .. .35 4 I "�� , I .i 14� ' I ELECTRIC CIRCUITS AND SUB -PANEL); AND LOCATE ). *" -1 7 '; " .- j �" �t��':-_'�A - 1_t�":"'._ (I) xl'�__e ' "'��'? .. ' ' - �S'.�"�4""��'T' � � -.1 I ' �� I �"?'lj - �4� - N I_ , \ % \' �__ I �"�'!�_ �� . < ' , I " " , -�O)"'.' , , I 11 -1,.-I '�'A 11 � �cl'��%"":�' 0 .!= 0 � I '\"�_l ", - - � �1' , "�" , -, ", '\ L" -] , - � , , '_'� -�f*' I X I - - " , �.` - - _j ' I x 13.57 lq_'�" -- , .'. - Fl 1 � �'__ ' f �.--�,.,��-,.,�,��',.�,,,,�,,,','-� � , - N , . � . , _'. ll� six -_ 1\ I ,'�4'�� , t"41 - vi EXISTING WELL AND ABANDON IN ACCORDANCE WITH -1191 . - f�W-".' , .1 '\ . ., �' - -, , . . '_� 0 11�11_ I �'_'S'\ I ' I .'� - . , , , '_i! ' I I �_ '�._`; - � �'-'_ I '� I � - r� _._ "A -A , , \' "'�_" " M c 14. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF \\ N I \ �� t, �� . � i , �jl - .11 � ,""�_ 1, , 0��' "A" -25 � - *� I. : �-'l�:' "% �- ':� 1\1' _ , , "�' " , Q) D.O.H. REQUIREMENTS. 1.16F 1 . 'e � ':�,�'l�: . . . . . " \ , ""I ,46.9v 1:2 0 w " � '��'__ _�l� '��,'l�:' � _ f '��,'!�: "� - � �_�I." - " I , - , - ' li , _' " � , - - � _� ."ll ��_�":� � � d OVERHEAD TRANSMISSION UNES, UNDERGROUND UTIUTIES, OR NEAR CANAL BANKS. - TO BATHROOMS: THE BID ITEM FOR THE WATER SERVICE � � 12.6.1 � , . " ' - , - , ',f -- ,,;_I I" z: -1 ,,. -1 - I � � '� . - B , , - -�'i'.) o �"! ", "'� � a U , --Av- -. '� _'. _�� -,z -, ' - , I I '. 1 .%�"�""$"7�'�' M ..j , % fl : '6' :,.,,,-"-, , : �fl' -0 ,��,,,,,-,,,-,�',-.-,,-,---,r---�-,,,,��;, .. .---I,- --"-,",-,V- I "'�"' ,.,- . . - , 11 _�_ � _� . - \ 1 7 EXiqq'�' I '��' " �.' 1_111 "" . �, . . I "'�� , - :�E u- 0 SHALL INCLUDE THE WATER SERA � -1 �' --�'.'�_r'C-!'�"�_. " ,,, ___ " , . -"- I I Q� 15. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH x-"\,\ T-\ ' - """j , � � , ��'- 11 \-�� " , � , -, � CE (FROM MAIN TO , . -1 , , ",�" I , .,-" I -, � . , 11 I - - 11) - I I 1. I � �' ';�'� x14.06 �":;��'� : ",� I I i b �,"z i �, �' ,'� ". ":" 11, �' �, -. "!� ,\,"\ ,z) *; _(v v va�' _- " ' , '�' 11 -'*-� v' -., I - '. � . :" '�D��I.""' .� 4,v - Ken 44'� < " , , - - , - �"'� FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPILINES. METER BOX); R.P.Z.; AND BUILDING WATER SUPPLY LINE \ '4\ x 1425 ;� , �' - --- '_ , �' " �..i�- -, f . - �' ", - . A , , '� , � , � -" � \ �"�0,1.1 . '0 _L '0 \\ '\ V�'!!-� -';"��*-,"i' , � ' ' " ' ; -'j 11 : Lj, , � -2.M ,�" � - �fl�' - .. � - . --- � ,lzl,��-__� " .. * '�" ,',,.'�- I Nil '_ �t�� - I - ' 1, 'V"�N "'� 6 �� . c n vr' ..�l � _N',-, " , '��1111'��' ","' _ .- ;,\ �t I ":" < , . . �"'N:_ - , 'f _ Z"� - 4�'�"��' , , - 0 1, . - ,� -, : i.zz'�' ' � � � , �'. .. " - lz � , '�' "-;�? - !-'� '_� I � �4 ��'�N::�'z � " , /Z -14 k'�� W -i - '.' .. I �:" - . !" U � \1 , -i i (PIPING, FITTINGS, VALVES) TO WITHIN 5 FT OF THE \\ \\ "55 x 13. 59 1 UKLI'; '� t�.l �-''-' v 1 4�""'�"%-', _', _"';�, '��'--c' - " THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN , _. �'41_�I,' ,"__ll � , _� , , V� , " . �� , N - �'?' 6 0 0 1 �\' n��'� '4 .1 - , � ,. 16. i BUILDING, TERMINATING AT A,GATE VALVE IN A VALVE �,�,' , -, , lLw \\ \ _ � '��"'_"�-'�Z� , 0 a �gl'lll"' 0 . � . - , z , " �'Av " - - . '.. - \111; v_"_l-'X�' , ", 1 . \ V. ."'�"' \' � 0 ca :;� . , - �' I . IN PLACE. x � " , " , - I MA 11 '' 111% - `� W , 11;% � , , I . ; xlj90._.__ � - -, , .-; _`�_��"-':tr_'��; � 11-1 11, _v � \�� i BOX. THE CONTRACT PRICE FOR THE BUILDING %\ I I -.1 il t-1 IV ', "'�' " - C" �"'�"':, 6"'*3""'-'._' � , ' 0 � - - - I ' , � ____ -, "'A_ � , - �' , "ll , � �'444"*4' � ... 1.1- 1� " I \\ 1-1 __ .- 1-1 1. " 1, t' �' ", - � I - --j- � .771 _%_ '�. I cz * * 2 ..-, __ .'_,'� � - 5 ' I w .- , ') "... V� - , .v .1, --'.,,, ��'-" -` , - 17. THE CONTRACTOR SHALL CALL SUNSHINE (1 -800-432-4770) FOR FIELD LOCATIONS 48 CONSTRUCTION SHALL INCLUDE CONNECTIONS TO THE \\ ,'I ,,'_ - .' �',"':�y_ '-, '� "'�"'�' ��". ��' 0 - - 4 %_ �' 5: 1 _. �l '�'�' jl', !;�- r 11 '. 0 I- � A 1�' , i !�"�.'6� �l j 1. �Cs**�"f_ , z W � "., " fvl.`_� . � "';�*','�� "�- . *_ HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. BUILDING'S WATER SUPPLY PLUMBING. \�\ %"' -" '. �'_"'_�!*'*�"' i �i ' __ . .1, , '� - "'_ � __ Lu �'li " - -"_'_v I . '21 z i \\ I 1. �_, �_..� I - "3 "I '_�"-�' , '_'�_"_ , - "". ", . L \' .- .0" - - " ' V_ 0 �- I .. i3 , ' � - �--- '- "-'-J�'�-) . -, - -F5" - ' - � -, . " � .1 , �_ ,'L� �'." " , - __ ".' ."'�----N I � ll'.� �-"� ':J-', � , "': . . " - � "", .. �" �'.'j"�_. �r� . �'i'3��',��'�' i , �--_-;l""'-l""` _j_ � -_-4 �_ I �l 1 .. � " L-" 1 . - " L."`�-,'� - , i"s-, , I - i )-1 _ , i_ , - _'� � _ � , , I co BELL SOUTH (772) 567-2207 - . . -11�1,11--�'I'l.:."-�Mk�,,,,,,�:-,),�,L-�-";'-,,'!, , -"� '* 18. KNOWN UTILITIES: C - TO LIFT STATION: THE BID ITEM FOR THE WATER SERVICE �' 00003� � . . _��.t �� W �!'�. _'E� "t �' _i"�'x )rl 0010 _.,'��_'� "Vi ��`�! - �,,��"-.",,�-��;,,,�,--,.---� . _�:�'%_.__7'�, 1',�" �1� X, �" IS- I i aso ) � ." - I � .� �� %4_ -T, T- C) "' ' �' ,:' -1.,u . "."',N)"", � :14.04 _!']�: ',�, -"�'11, 11 - .1 I'll. -",LV , "_ , , L Lj 0 .q. I - . . "_,-'' - , W) MODIFY EXISTING ELECTRICAL PANEL "�', , " ' '- � , q . _;�'._'L�.' _� - - ""'� -40.) _\ , , � I "�^- & - I -'> 114-21' 1 � ��" '_ - - 0 ";. , " '\ SHALL INCLUDE THE WATER SERVICE (FROM MAIN TO I 16 . - _ __ � _ " �� T.C.I. CABLEVISION (772) 567-3444 \\ , v - 0001 . ,7_' yl.l. , \ W . ' _ � � ,,,,, - ' . '�� 'k V I _' � I SEE ELECTRICAL ENGINMR'S PLANS '-""'�" L --a m %. TRACT PRICE FOR THE LIFT . , _ _ __ \ ", . _ _ " * , ' I ,�' I - , t. '� N; " " " 11.715 , _j , __ � .'?�� - , FLORIDA POWER AND LIGHT (561) 489-6204 . s 06 .-_ u I V I t�v I `-, -1 _;�'�_:' '� %� 'I CLEMM; ___'�L "'Alle'l ;i I '_ h 4 "'�'. , ", STATION SHALL INCLUDE THE R.P.Z., WATER SUPPLY LINE 'x'4' \� \ ' �' - -, �_- ,' L., - t 'v � . \ � - , :�' 6_ .;\ .,_ � - - _L�_'- _ ' , 6 � .' � " ':_ L - -, _mlj�\ � _� .11, ' � I- � � I, . , " � 'L V . ' . rl -� - -"' I ,--\ . _ \ \ 1 �-� � � " � � - ��'�'__` \ ��Zl - .' �"'�" z F� i:� ;:� INDIAN RIVER COUNTY UTIUTIES (772) 770-5323 AND HOSE BIB. \ \ \ \ N\ Xf4.54 V, '' , �'�-'� """". �'��' � \ i ' '� " - I-, - '�'-� I , ."' : - 1� I ........ 4,111 L 14 1 \ 12" " , , , ,�_-"��lk � -- "N/' , :� I \ 4 te.'44' ? , L\�' � li�ll' INDIAN RIVER w . - , , - - _, w �:-- , ��'-'t -'��- - ......... I .... N4� �� -A. ,�'-..'-' " _' \ - I . . . . ..j _� . - - .... ..... � ....... , ........ L . ...... , � , �' ......... I . ......... I \ \ I , % sl;, M. " i .',�; -1, �� %;�,_,L _ -, - '� ' _ 19. DRIVEWAYS THAT ARE DISTURBED ARE TO BE RECONSTRUCTED TO THEIR ORIGINAL OR 2. SEWER LATERALS: ........ .. . . . . ,% \ G .!4 40 �t I-,-- x')t - .\ �vv �- - , � .j CID I . ....... .. I __ . _�� " " V. �14 - __ -LL . ' - �01��' " \ t _ I 1 � � "�� , , __� L BETTER CONDITIONS, UNLESS OTHERWISE STATED ON PLANS. .... �14\'I�' -_ Ill I �t ., I � , I I -- - TO CHAMBER BUILDING: THE BID ITEM FOR THE SEWER FX1S771VG'-'-' -4 '. I I .:� . '�'.'�' � - EXIST � "I "�'�'M 1 �. ::;z 0 A - �' ""'�%".';�'1'11 EXISTING FISHING PIER AND BOAT TP � - ��".' � "I �' �' - -' IRE " it I \ \ \.:-:.:-:-:Z?VlLD1N0'-'-'-VA , \ vl'� ---( ) , * w Al. \ LAGOON .,k:: z LATERAL SHALL INCLUDE THE 6" PVC PIPING, FITTINGS, ". -1, " I I 11 � r - �_ '4= " - ' ( - L 0 - 586--, "��"" ,K4.83 FDEP NO 31-39-3193M .L-W " . �l q2*' '�� % I �VALW "d""� ""�� _ 20. TURNOUTS (DRIVEWAYS) TO BE CONSTRUCTED AS PER FDOT INDEX 515. ,882.:�:� � X, ' ;lys I I— )a ! "�'-'�'lllll - - -- I I - \ I \ . .:�:�. \ S 8 .11 , _\ "'�'�-�' - AND SSL AUTHORIZATION (5/ L = > :R _.�l :Jl' _,"'A "'I"4181 ' . _.�I. _ ...... . . _ - ,��' 14.9. - ""'�)'A , I bl_ � _4j �_ ' -14.89 - , � "'�z'_ " - I 'If' DDnDrlcm CHANGE OF USE I 1� �L. ",-\ ' '- '&P'y'� L 'It," -OUTS FROM THE SEWER MANHOLE S-1 TO . ..... 14.53�x 14, 12 "30 � _' : 0 I AND CLEAN A . ..... - - - " 21. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED CLEAN -OUT WITHIN 5 FT OF THE BUILDING; CONNECTION \ I . .� . . -.:.�::��- .-.- ' ,�;A'211 15 - X �' ".1 '."",' ��L "' ,-,- )� L- __ -S;-'�' I - CONST. 1* HDPE WATER (D j�3 3 a5 ILL - - '�_ - '� IV— k1l". � � i SERVICE INSIDE e CONDUIT �= ' t.5.1-1 , L _ �� - A '' � BASE MATERIAL. \ ____� V�.�. V _ - ':_� _'� - _' ' . :; "A_16'_lw_ K � TO THE EXISTING BUILDING SEWER; DISCONNECTION, * 14je - ' - -?,-, ,�'i�Jll,li�_ _'� 'g) MP U� GRA I.- -&291 CONST. l' WATER SERVICE 11,1 LLL z, 1 �5 �c-'� w \ � .2-0 ", 0 : LINE TO qg��*' �'�"l.-'- "' G CONSTRUCTION �. - lil".1 � , TAKEN BY CONTRACTOR DURIN REMOVAL, AND DISPOSAL OF THE EXISTING PIPING TO TH '�� "" i � �; ;�_'_ 11 '-'*'�I, �5�'!" R,li 6% -, .� � uj LLJ �' '. _N I z , 22 \ CHAMBER OF COMMERCE BUIL -�4 ( , 1#,/ �i , i, . � W' -'�' _) > c'q ". 1" " - - -�"g'�qg"'-' ' '5 \ / � .�,,�,.'�,-��,-,-,,�:,��,�"t��;,��r,��l,�i�,� w a - " AS PER FOOT STANDARD INDEX # 102, AND DETAILS AND SPECIFICATIONS ON THESE PLANS. SEPTIC SYSTEM, PROPER ABANDONMENT OF THE EXISTING \ \ , I ��. , �Lt �""' ..�',_ � . I I _� � """'�' ",,�' I : "�'_'_' , R - 4. _" , ��" _� - - 4___�;L�'!_�" - L , Z.) - � SEPTIC TANKS AND DRAINFIELD PER D.O.H. C� Ily 20 \ yl �fmk' BID)M-_,�,';�Lj'. L_ �' 10'-"' _�� t.- w, , � , L ,�� L I L I 'i � " ; , 8 23. AT LOCATIONS WHERE PIPE AND DRAINAGE STRUCTURES ARE TO \ , ,4,5, Y_ � , � L' _11-____w �J�,,��,' . Ql�R1111 " , , , � '�� 9.05 , , 3 �WJJVJJ"'�%'�' 7 O� - REQUIREMENTS. , , A - - 'I , � 'j z 6 XISTING PAVEMENT, THE REPLACIVIENT OF EMBANKMENT, BASE, ASPHALT, f . I-T. ' I ", �� -4 4:1. 1- L ---- � , -, B - TO BATHROOMS: THE BID ITEM FOR THE SEWER LATERAL, \ _l.p_ �-'� "�'��`r' ""� "�'-'zi � . 1 ' WATER -_ , - 23 r I ; '! Tlx� 9.-"-�"--:.';�' --.'.-I, :: :E LINE TO L D (O z �_ , , � ETC. NECESSARY FOR EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE. SHALL INCLUDE THE 6" PVC PIPING, FITTINGS, AND Ill: �j _jWy*ff_'V.w--0 :sm-ow- �"�� ;�_Jj4� _�____�_- - L' .1 'i'� � �� _ .2& �_� , � � y � L- '_L - 04 ' - _�"_' , "I , " -* 7 1- I ... �"" � - - 11 � � t�;� �� / , � � _'5"' �_"'_'� i lc:� SEE SHEETS 14 THROUGH 17 FOR APPUCABI F UTIUTY DETAILS & SPECIFICATIONS - " L". . _'��:�"'.!�"';��"��."� '- " 11 '�- , "l, "III I � L _�; Z' � �---: .-" I., , �.�� 24. �"'�'.'�'� ' '�'�'�' " '� , �W" . �,3:� 1. _�� LL Liff-STATION , _0ONST. 5/ WATER METER '_. '�_'_� "'"�' , , ' - CLEAN -OUTS FROM THE SEWER MANHOLE S-2 I TO A :�.iL',"."-�"�";��".'�""'�'.",... - -, . �_� -� - , _�%"�'� " "'� .'�� I �. 11 . - ... :. i Ad t, Z\, ... \ , " - \R , , _. ... 1-1.i�f '. - , I � i ..' , v- I i - 00 , �'ll . ' 1- 25. "REMOVE LABANDON AND GROUT' EXISTING UTILITIES: i CLEAN -OUT WITHIN 5 FT OF THE BUILDING. THE "�"".'% , � N ��' '�,_.' -_�'�. .� �� " < , . '�Z' _j S' A�= ,,, I 16k 1� -/ : , , - 0 1 !�7�: p _ .' - RT �4m 1 �t () : --_'�'��!'�-'. � -STA. 97+50.78. .94 - _7�� _'_Z' ,,, I or . , � 1,1' I ft ' IXZ7.�A'* " t' �--13 1 ", - : UILDING CONSTRUCTION ."'L , ' O" , . � '�'�'7�,'�';,,',. ll�'.' . � f _ ,1- CONt JERMAIN _t'� . ',I �'C�� 11 '�' - � - Ill .1. , , z"�"�' � - L, , � �_ �" v i"��!�'I'L'� '_ - �� iy'�';��';'.'� ',�"-,�",�","":�.-,�",.:L, _ "" �,""!"' �`."' �',` ;�� , ""L - ... _ L _ 29-i �15-z"'.'� �� .:'� LL�41.�� - .1 -_; - � , - _'� _ ". � ' " � - L' '�;. �1;7 1 -, ''I, I "!� � , 7�:�'�"�,�.' ' I � � .'�' - ,� � , _- , � ' - - ' ' I `\ ,.,.:, '.''- - ""'. `,�"' , CT EXISTING I - - - - ' .' i'� * I 1 ,�F't"' "& - ! . - ?�':'-'�:� ..... L, L, '�_ . L�L , '_'�'L _ '-� � � , __,", L ,- - - TAPPING SUlVE - ik - . '., , - , . J_� , � .. � SHALL INCLUDE CONNEC11ON THE THE BUILDING'S SEWER '-_�:�'��"��"!�Z.-"% � ,�. , '. �� _ i . CONST. 6 , 4 � , - SHALL INCLUDE BUT NOT BE LIMITED TO THE COMPLETE REMOVAL OF "� 11 1, '_� ", -1 'll.e. , � , �_ �'�'�_'_ , � � ," X " .':�x , - 31 '�.N 'I w �3 - 1. - - " - _ �'i, -, � '�� .' , , : ... s-I'll ao_ _1�1 , .�:'�- - " �"' "' "'. - �' , - -1 ; I I , - ' � '-'_�'_�" 2�'-� ' V,.-I-A. I .1 'L � `�Wwo'* . , , " � "', �- .' -' --'� , �_ __.'_"__'�1�4 MIJ?CE BUILDING PLUMBIN FR 1 6 , TEMP. JUMPER, V:" 211411w'��`�"' : , . '.":�' -;"�,,�""-"".,�"r".,.,".�- . 1. I - i �� ... - :'; " I THE UTILITY, TOGETHER NTH THE REMOVAL OF POR11ONS OF THE 3. LIFT STATION: THE LUMP SUM BID ITEM SHALL INCLUDE . , "�,, __ � , � " , . j, � _ PLE POINT '� '�; LL' " ' ' "' I - �!,�,..'��,,'.�,.,��,�'-,��...',,'�--,�,,,:�.!�,,-,'�."�.,,,',',�,�--,,".�.-,�-,.",�', --��'��.'..'�� - ,i_ll � ;�, , E��.� '� -, "�' I '��`,` � �,� �� A iVD ��_ _' � _ ��J� _ '��' "" , I "� SUBiVERGED L _��"' L�L . , _ , , _ '' _. _��*r .4 " ' , - '' ' -- - I E 5 , N � �'� �_--� "��" ' , .. � !-�'._:' L _" "�:-_ _ , IL' , , '�_'_' - - � - _ _ _ , � ", L','. - , '.":,L,'."��,��".,-�_�"..L:� , ,,, �'. %lu "'��!�'��""t �n", "L;"�'.'� , 0 000 I., -,-'l'N"' , , " '��_?.'-'�' , , I (� -, 0 '� g avau , t� :�_e',",_ ;"� L"' _',�� "_,�:;',';'�"'L-."e"' ,'.. E�L� M�' � , - � '� _--".',' ...'�' IS'nNG,., WELL ��_ _ ! NE FROM THE METER BOX TO THE �_1,11' � , _ _:"' � I U11LITY INFRASTRUCTURE; AND ALL EXCAVATION, BACK FILLING, '. .' , _, ,��":""�: �' , I" /I I ' ROM \ CON - RPZ , . ,. �'��' 1 -�!' ._""" �' 111411ir-64,14EN-WATER-SERVI t *' -'�'�"� i ,',�� '_;�;�'.�'�` - I it T �' Im EVENTOR I HOSE BIB, INCLUDING R.P.Z., FITTINGS, VALVES, ETC.. ��', T ;;� "';. , �."�. , , <W.) f : '". �"'�"' � I -'I "LL '' ,li� _',�..�,'L . I I "_'�` "' � I " _WAtRWAIN _ , '' , - - 11 - '� " , , - RESTORATION, M.O.T., AND ALL ELSE NECESSARY. 8"'LH.'Lb'Ij.E`."' "' NG'VUILDING PLUMBINF \\ __� \,�A.l 0 �_"�.F.'.:F '.- ... �' , � A T6 1 1 to is '�' .. �i�-'_ ,� " � 11 1� . . ��_' �'�_ 1_4 1\ 0000440 8 - X � - __ - THE EXISTIN WELL SHALL BE V CONC. 4 1 �' -i _-� � _____CONST. 11 LF � - ELECTRIC SERVICE (WIRING AND CONDUIT) FROM LIV I 5XIMA -10CATIONJ�L� - �� .05 , I � , - I I �'-". IVA O.L ,� - 4 , :'-,�:vl�".' - PVC WATERMAIN I � ,. _.". _91111- I � - - I" - 6 � - : 14A :�:_ 74 LOCATED, D PROPERLY ", �...........�. v - �' ... I , : . -_ -_ ... - -y' _15`� �'11_11'1;_'_ S., 62 FIRE HYDRANTS SHALL BE REMOVED TO THE VALVE. ALL ABOVE STATION PANEL TO PULLBOX, AND WIRING THROUGH 6�-��'_�- __ �F.7___=:.;�_� :S�.. I? I 'I � %� - N'� ��_' "I � -'�A--- � I,— - ___ff . .. ..... - PER D.O.H. EQUIRE ENlS ___ � --- � ... I ......... A' * -SIX 97+55.38, 66.67' RT : _wlp-%" - GROUND MARKERS (I.E.: RPM'S) SHALL BE REMOVED. i I L TO MAIN PANEL LOCATED _.. - .. _. - .............'...... .. . .. . . . . . . . . . . . .. . . . . . . . .... . .. .... I � � � ---- _ ::...' I `� - 'Tk� .. .. . . ... .................. .. .. . . . � � � . . . . . � I . . � . . . , . . � . ..'...:'...:'. - R l'l_'X_il'�'l CONST. 6* 45' BEND .... I ................. ......... _ ___ ... " . - . . 1459 ...... � ....... � . \ .. .... ... . ....... � - I i I ADJACENT TO BOAT RAMP. THE COST OF THE PULLBOX .. .... ... ........ .................... _ I ... ... I " �`-"_" ' ' , "' '� � i \ I I � . ...... ......................... �w-�-' -�'� I I I -'-L-'-'_' . . . ............ ' .... . . .... "....... ...' .6. fo _'ri_n�_.'z A',--..' k--WNbl. JU U 0 a M WAi LKMMN . � . I .... � * - �' -, clr_ - WATER SERMCES SHALL BE REMOVED TO THE CORP. STOP. I I AND CONDUIT INSTALLATION TO MAIN PANEL IS INCLUDED .......�............,........,.....,...................., _.....'.......'.... - 15. � ::: Z,J'j' -L.'.'!.'� : i .. ........ ........ ...... , -:-:-�-:-:-:6H,44?8r,R.-'0F, -'-' '�i�"'-'�. � �'� � I � ,-, i LAJ = ............................................ ....... . , - i '. ' '!�L�� ' L , _,�"_,�' ' � � � : '� L,� . - -< '�"'-��e�` � 'L �" I ............. ................ ..................... ' ' - L 1" - 18' BELOW DRAINAGE " �� " � i IN THE CONTRACT PRICE FOR THE SITE ELECTRIC WORK ........ I ....................... I .......... ....... 15- f I -�-:-�,'-'COVMERCE ....... ,,,.. I _ \�;" . \ i 7EfiMVMMAR1( � �:. q "I". "�t" �"'�kl'��_' I _ : I ........ I .............................. ' ' - ; , i L'j __j - ..... ................ ;�'4; ts STA. 97+ 6.54, 30.8 .................... I . �r ........................ F -.-.-.-.-.-.-.-.-.-.-.-.-..'. -.,.. I - - M.O.T. PER APPLICABLE FDOT INDEX NUMBERS (600 SERIES) SHALL BE (-ELECTRIC POWER SERVICE ASSEMBLY1. THE PULLBOX ............................ ..... I ....... I ... is ..... '7_�'�-<-:�'�f�--'.��=:'� � Rm ........ . .. .. -I&C . � MP OF MAW" EL .0 i ........ ... ........... Xl$77Nq. ' CONST. FIRE PROVIDED AT ALL TIMES FOR THE DURATION OF THIS WORK. ! SHOULD BE PLACED WITHIN 10 Fr. OF THE LIFT STATION. .-.-.-.-.-.-..-.-.-.-.-.-B.UILDING.-.-..........................'.... FITTINGS AS ) I RK WLU: .. _ ";l �51. 11', \ v) cl I I ... w .............................F.r...E ....... ..... I i I ....... � i L;.�mul'................:. � .� ! I ............................... I .... I .......... \ __'_'lD '- AIRING ..... *� 0 - VIJUIT UKLMIRtt _0bTl �"lnw IT WGV I % .. ...... .... .............. .... . . . . .. . . . . . . . .. . . ..'�_......".....��._ BUILDIN - .d (n '� ... � ... 15 ... Y5.47 ...... � C' �L4' � I 1 7.96. 18.38 RT � w . . .....-.......,........................-......................................... . . .F:. ; . ... I .................. I ....... I .............. f5.27 \ ' 13 \ - � ... f5 1. \ \ . " - NG ': .. . ....... ....... � ... ...... .. � ....... � \r I Ti. AT LOCATIONS WHERE THE UTILITY IS TO BE REMOVED UNDER EXISTI & \ CONNECT TO EXIST 10' FO E-MAIN, ROVI' FAE:l 4A, NI JO T, ' / " IN . . . _ \ �2 ;�A _ _ _ _ �\ - ,,,-A F�r p \ c : t 8 \__ I 0 ___� \ � ` ACO I � P, �\o ............. � ... ....... ..... . ....... ................ . . 15.27_ '�52 - 0-T [%%jL7-m% ��.? - - ..... I .. .............. ... I ... ------ �522?' -s-- = � - i .. ..... ..................... . . -15. \� I x 15.77 15 , � �2' � -XV TAPPI , .... I ................ . .... � ............. .... PAVEMENT, THE REPLACEMENT OF EMBANKMENT, BASE, ASPHALT, I .................... ............. I ...................... \ VIA, x1614 w I i ....... ........... � ......... VA , CONST. 10 I ................ _ I............................................,..... _.... \ fs. f_�'q - - _r At MJGV & 14* X 2.5w UCER i ,.,............,-.....................,.,..,.,. _... - I ............ � .............. I lia45 \1 . �- �= PAVEMENT MARKINGS, ETC. IS TO BE INCLUDED IN THIS WORK. ......... ...................... . .... I ........ \ X1599 %49 11 I I i ......................................... . . . . . , . . . . . . . , . . . . . . . . . . . . . . . . \ x 15.54 re. Ir.- I -< =:) .. .'.'.'..'. . . . . . . . . . . . . . . . ..........' . . . . . . . . . . . . . . � . I . . . . 24 ______ \ - RELOCATED WATER METE . I L I ... . .............. I .......... t3' -1 . 3:: i ..........'................. _.... '' \\I. x" � A N . ! .. I ........ � .... I ........... 01 1* G.V. - WATER SERVICES ADD TUR . . . . . . . . . .. .........'. �.......... - \\ LD LOCATE)-� - i ..........�� ....... ll�; 11 \\, --� 6, t A. '94 51 FROM LDING i BLOCK CHAMBER PARK -KG i 1554 __-�' " A 0 9 + -, 41' 1 STRUCTURE NUMBER TYPE TOP /7�� I INVE I RT I i STRUCTURE LOCATION MISCELLANEOUS NOTES S-1 I (11.30 j 4.28 E, 4.1 8 S STA. 97+97.83, - 32.35' LT S-2 . - -_ ' 4*W��" ' ' ' ' ' ' STA._9�7�S67 29.40' RT ._._�_�_._-______ r- LS-1 :E_ __ LIFT STATION 13.5 I 4.08 N STA, 97+87.83, 52.50' LT I SEE DETAIL SHEET 17 I ; : q � I �' I I ; i I I I � I I I I i I I I ill I I li �j I I 1 16.00 ....... . ....... � - ...-.�....-",..,...;....--.--,-.---...,.�.-.-..."�-.-----...,....,..-.,��.--. ______'.__.____--_______ - ___.______ j= , I I I I I 1 15.00 . ......... _.... ....:.- +.. ..... _ .,___.___.__ i , . . . . ...-I....' . .. . .... ___.._..;_;..'_. ____ : _.-_._ ,-------- __� § 1. .------- _...___l_.____A __.'!� .---- �' 14.00 ._....._____..,..__l � 7 . . ...... .. __.___'.___..'.."'.___ .... .... t . .__'___'_._ i� __."� . .6 L-.,. ------- - . a* ! to 13.00 .... � .... . ... ___[ -.-, . 4m , cn � m I " _7 __ _ . . .. . ........ i._l._.._..___.. '.. _ ,.-,. ._'____ T d -__ ..... -----. _d '.-_________.__-.____ id � ij - _'_ --Ed --a "I i 12.00 ... . .. . ........... __ __ . .._ � _ - , __ ... i . � , Gp -..,.,.--".,."�..�..,.,--,.-......-..�.� ... ... _ ............ ......... .... - __'.'.___ - 11.1 --------------- _ _'______ _ "I A m I INDIAN I iVER DRIVE i GRAVITY SEWER 11.00 . ........ . _ - '. - F - I ..... . 1 . ... ........ ...... ... I—- ....... 1 ..... ...... __._......_.l...... ....... ______.._____ .---.---- __ - i - * - ' "___ I 10.00 _' - - ' _....'...- - I—_ ... ... I !!, 11 'i"1 , I .- .' __EXISTING__-- Tl__ ... ., I ' 11 I I IAN RrVER DRIVE. 9-00 - --I-- - - 6' PVC SEWER LATERAL 0 1.0% -- ------------- --------'---- - �RPREMOVE , i ADJUST DEPTH AS NEEDED TO I . j 8.00 ....... � � �_ -..------.---- _. 1_1 : AVOID CONFLICTS __ * '__._'_--__""_l -*--- j : I I S-2 � 1 7.00 ,__._...._._.._ I—— d ...... ...'_'_ ..-.-,--.-.�.-.--..�.--..--,�--,.---.-�.-..-.'I ____� I �� S-1 - I -----,--- --TOP-EL$.5O----------- . 6.00 . ... . .... � _._ I - _ I..... , TOP EL 13.0 1 ! I _'_ ...... � INV. EL 4.64 W 5.00 . I I _. - - """-' INV. M 4.28'1� 4.18�W` - - . ....... -.-------- 4+ ...... ___-.___ _____ - '. --------- 1[��]� r__ 89 tf 11 PVC SEWER 4) 0,40%_" '____��_ t ______ 1111��,,Illl 1 4.00 '. � .... . . ... ... I I 1-1.....' ..... .......-I........- ... � .. . . ..... � ..... .. ......... . � ...... . .. ...... .. . .. � ........ .. - ....... ____.'' .�� "I'll ...... 3.00 _ .. ..... .. _... I ''I 18 LF 8* C-900 SM 0 0.50% . - 4 . ----'--'7---- _-'----"__' .--------F- I' ' ' ' "' * " ",-","" '_' - '" _ ' _"" ''_"_""_ "'_ I 2.00 ._.._.___._I.._l..I ... .... 1. -1 ... .._:'..__._..EXIsT.._.l e-necom . ' IJfT STATIONWET ',I,M"'--- _'__ - -""- I t---.----- 1.00 ..._.._...__ --- 71013..'EL ... 13-50 ... . ..... .. -.-,. ____.._._.._.'_ ............ __ . I I L_j "-- -, -, -,.-,- INV. EL. 4.08 N - i---'--------'-- - --*-F----"-- 0.00.-,--.,.-.-..---.-..-.....�....--......� ...... . . .......... .......... ....... - ... .... . ..... _'__._._ ...... . _.____.._.....__..__...__.._ ----.-- .. ... - SANITARY SEWER PROFILE SCALE: 1:20 HORIZONTAL � -1:5 VERTICAL . . : . I � I I - I i I I � I I : I I I I I I . . ., f" PVC SEWER LATERAL TO CROSS :1:7-3 DRAINAGE (>l%) � PROPOSED 12' DRAINAGE _11_�� EXISTING 16' D.I.P. WATERWAIN . � I I 'vs-� O's I 15 \ 6.9 x _` rff. 5-0 ,16.17 __ __ __ __ __ __�mw \\ 'P_"; .f5 ; I ' , _�5 -15.2 __ �_ T-1111 '�J�'Of ' � 0 V I I V V V . � I........ . . V ....... .... f5 92 ............. . . . ..... I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V x 15.62 ... .............. 11 ...................................... ' x1522 11 .... . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . %� ,,, 63 I-c;6 1 ......... .... � ... � ..................... Wee . . �... ........... . . - . . . . . . . . . . ...,.-...........�......................... . �-�.'.�-�.:-. 1.06 ................... I ......... � I ............. I .. ........ � .... . . ... ..... . � ........... V ................................. I .............. ... ... . ... . . � . . .'' . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ..'� � . . �� 101 ..... ......... ............ . � ....... I ... ... .. I ...... � ......... ............... I .. .............. :.:.:-:_�-��-:. '' '' '' V .. .' EXIS771VG ' ' * .. .......... ... ..................... . �. . . ." .'.''.'-',-BUILDIA(C:'::':'-""' _"""'.'.'.'_'.'.' \\ ..... - . - . - . - . - . - . - ... - . - . - . - . - . . - ........ 1. .................... \ \\ I ................... F-�F.'.EL;.�Y4.02'...........-......,.-..... ........................... I ....................... ........... ..... I ................ ............ .. * . . . . . . . . � . - . . . . . . . . . . . . . . . . . . . . . . .. . .. . ... . . . . . .. . .. . . , . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . , . . . . \\ X 15.02 . I . . - I . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . , . . . . . . . . . x44. x14.71 ....... .. .. .................................... 6_0 - ........ I ............... � ........................... � .... � ... .... .... . ........ ......... ..... .. 4.63 ............ � ....................................... ....... ... ................ ...... � .. ... .. � .... .................................................... ..... ......... ........................... ........ .... I ... I—— ......... I ............................. '* .. .. ........ .... . '' -_� . . .. ... .... .. � V UFr STATION NOTES: .. - \ 1) UPON CONNECTION/START UP OF NEW L.S. - THE CONTRACTOR SHALL \ I M PER D.O.H. REQUIREMENTS. i 2) CONTRACTOR SHALL ROUTE NEW SEWER TO AVOID STRUCTURES/`TREE�, AND MAY MAKE FIELD ADJUSTMENTS. CONTRACTOR MUST MEASURE AN,D RECORD EXACT LOCATION -OF SEWER ROUTE, AND PROVIDE AN � AS -BUILT DRAWING. � \ 3) EXIST. PLUMBING FROM BLDG. TO SEPTIC: CONTRACTOR SHALL LOCATE \ D POINTS OF CONNECTION. 4) SEED/MULCH ALL DISTURBED AREAS I \ \ - c n. - A (2)50 6 PV . I I � -I.; _1�11' li ." "".1 STA. 97 9 ____l I—- f 8, � 0 4 i4s`o ff I -.. 2-% +� 2 k / _11��""�4 _ �lr-,�.. i VATER M � ON 9. I 6/L§ ) WA MEI`ER & RPZ � -,;", I i� 1� ""'I r� �_vm � ) - PER I S ___' � . ,! IEENM 9 1 14.4 . -1 1_1 - _ , ll� I _ . , . lu 1 9 11 . . . . . , IPO l___' ' ' AND W/ , !'.. U � : 0. 10, 5,76 '15.40'- rK p .'.''-' _.�-'�.' ,,,.- - _wvlun. 16 11 0 \ l___' F_ I My - ... &�'ki �zv _. \ \ --- � - - , 13- ':� "'t'.'v"'*� \�\ I I _____�_ _< Lij (-) �3_ J5, _�i'i;i ��, a. 0. ' -1 0� ; I - C:3 W 1 . - - >. I '_ I X i ______ ck� - '� \ ,-- \ - "" -1 � 7.0,, i i-,- "! � . . !D�_' . - 11 I ,I. I !wf 0 , I . V' e I 10* _____ - (::) - F-- --) � 12' W-6 _---- - - --\\- i __j ck� w 0 _- ��toity - - - N _- I I *j" -4'5*� ' P 1 - - nd 0 . 1�6 w,,:;;:: L r-) w o::: � hes) STA. 0 11, 60.49' LT ' -' \ �lrlul'221%.'.��"' 70" 10 - . derg- 12-67 1 � - ,on x Wil 1. OU 0011 .�-' '"'�^: .83 � 21 � . 0f 0- 6�72 " \ I m: ry II.-_ p 4. . 4. . x u 5 LF\2.§'.Tvq�O�m- - ::. 0. . '- W-4 ! . .......... ; . .1 i 4,01 \ ....... ... � I X14.35 \ '< LLJ U) F- -1520 X, x 14. .66 .. � . I � - - \ ii �_ - . �-�_:_'_'_*_'_'-'_'_'___'_' __1 I __ '.)*� � 7 \ . >_ -7-71 x 15.55 . 8 1-1-111: \ \ ILI g �:r's� I (n ' \ � , < - = W X -'- * -%'XXIS. 7 72V4 7 -"-'- I _'�"; � x _ 10* ............. : .1f9s &48 x 107f ..... iBLUIXDIJAVG� ' ' ' " . Ir - %, I p mv 1 _"_3 \ '�'lll \ A'1'78.1� .e - 63 m rv,* -A-.F-*.EL-�24.5_��.'. I \ x , _ �' Lo 6. � 1 .N w :;;� m .. .. ..... ..... I - d% Z44 \___ x� 0 1p, (/) .-.........-..........-........... I x 9.22 �5-- - - - *"" , --\ \ � \\" 1-1 = M LjJ xf562 _..�...�....... � . . . . . . . . . . ... . \ ..' \� ' .� ' x772 10- "�' : \ I ...... ; . .\:�*. .\Z64 \ '\ \ 1�5 LL_ . : v - 4 .� � \ -.c::( >_ I \ ' * 4 � � . 0 . . : I C:) - 0 . L * . . 7,4 -iii\ 00000 � . X , i \8.4 . - \ ! 6'z 10 4 \ :�'_ m C�j .1 I '�' - - x 14,62 . . I r'l ., '�*\�� \ vp , 0050 I K 4.47 I 00j710.0 ' i t=l = 0- . __ - I . '_�'6jV`%L 00000 � . WF-2 % X91,5W f 80 .1 \ I f ..�_ -.6. 0050 % : � . , \ \ , - 2' - � - .. ';�\'�" \\O - C-) . -s' XIA17 \ - -.---.-.------- \ . \ \ \ \ 12 '0. ! :m 8_4 I . .7-al. 0 0 0 I 0. 0 x 9.04 \� � . - � \ i � i .1 -'7-- Q _\ \ " \ \ * . 10" � \ I : -��.-.-.\ \11 - . ' \ \ � \ i . I \ I A 12' -0. . . \ \Llk�.:.A \ \ \ ... � i 00000 �46-2 . A - 7-v I . \ i - i . 0050 , * t \ . 10" I \ \ : - _........'.'. 00011.0 * . . . . \ 7. 39 \ \ 10 \ ... . . . ............... - \ \ . , � � * . *� x 7 74 x z85 \ \ \ 10" � 70 ... I \ I ENGWEER camm - -�-:-:-t " \x 757 \ ... jd'�-*I��-�-:.. ' . ........ � -__ \ \ 10, I ' 1LDlNG-'-'-"'' . ........ 11 .& ... �� 6.82 \ \ X 6.25 []JOSEPH A SCHULKE - -'-"-'-'-'84V ... �-'_' *-:-`:4-Al$?V*: ......... = ;0#p.'.'.'. .... I - �_ \ \ \ . i I I FL REG. NO. 47048 \ ' _: �;' t-l' .: 4.1.1 ... ft- . _ \ - . . - . - . , .':.'.'EU1L0#V6.'' * ..... Z81 \ -- . W, I \ .... �..� ................. - - _� ....... FF.'-'EL.�9-�,10��.'- .'.'.'.'.. -ly 10 10' I I I .... � . ....... ....... � ............ - I � EIJODAH B. BITTLE .................. �' \ \ V"�'25\ 1 1 1 1 ^ ........ 46 . I m 1 _117 .jll� FI_ REG. NO. 57396 \ \ - \ � IL � ....... \ I : I ". " x� ... _ . � . I. L.'..'..l........... .. .. \ .. " . x762 ...... . �: .�' OWWAM P. STODDARD i . \ \ \ \7jj \ � .............' '': ..... I ..'.1 R_ REG. NO. 57605 . . . ........ ., , . � .. I � ........ ..' I . I .......... _ I �N \ ' """*'""'""': " \ i ............'................'. ." .. 'kk' " MAR 2 6 2W9 " �6'�*�'� .. � ............. "� , ! . \ \ � ................ I I "4"� ". '."._ \ ; �-:-'-��:: ��-' � I .�............................ . . ( �,� 1: DATE: i - . .� .. .11 01� ___� - \ 1% I ... � ........ :1 '�o 6 " -It ..... , -l\' I ..' ...... I ... '. � � ,00 , --, , \ I __ '.7y., ' '' ' \ \ � ...'.\:-;i';.'�.:-:. '.' �' SHEET I __ ... 9EVXil-I - __ _____ \ \ \ ..... - .. . . '�4"-'--' i .... � ........ � \ ..I .... ... . , . '4"'��"\ ' 11 . . . 1 1% \ � .... t. :.� . A , " "! , I ';v�' '7 .� . 1 . .� � "" , , " i __----- \ \ ':'%vNK .'. " _� � :_ \ \ � .'. .'A�.' �'. . 6 - ....... ... . I __ ' � ... . 9 . . .... .,.*.,.,.,. 528 . ' U' .. \ .... % ........ I , ' .'.'. \ i . . . ....%"................. PROJECT NO. Ayl�-�:�:: .... \ .... ............... I .......... \ \ . _I------ ........ '�� \ I \ I \ � . . . . . . . . . . . . . ................. ',,'� �027 �, , i I i � iI . I - � - It . I . r i i s i � . m k : � I I i - i . : . . � EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY 1 EXIST 't SIDEWALK TO REMAIN GRAD SOD EPLACE OVER PIPE 11.00 __ r 13.00' 13.00' GRADE/SOD SHALE 7't , JURISDICTIONAL WETLAND 1 1.00 10:25 10.00 . _ _.__- oo' -__ 10.00 �_. _ ,i-_V,.,,,� 9.00 .8 5 ,.._ - - .: _ -.296 _ „ . ..._ - - N TE: INCLUDE RIP -RAP IN 9.00 ` 7,4 ...__. -"-UNIT PRICE OF THIS M.E.S. 8.00 - 8.00 - - _ _ 7.00 7.00 - _� ____._ _ ...�._..�NV. 5.4' 6.00 6.00 .,...,,.._. 14'X23' ERCP Q ,..All - . , DACE 5'X6' ROCK w_ ._.,., _ _ ._. 5.00 _ __..-EI.2__ _.EXIST 16 TdL P RIP -RAP AT oUTFALL 5.00 Imm ---- _ _ PAVE ROAD INDIAN RIVER LAG ON 4.00 WATERMAIN I 4.00 OP..E„.9.94'-,,,. .' _,. •-•15 5 OVE z PLACE SILT FENCE 3.00 3.00 _ _ - - INV. EL 5.95' -_ �w.. ._, _ EXIST, i 0 FORCE -MAIN- j B-'•--�P(ACE FLOATING 2.00 - __� _ __ . - . _ _ - - TURBIDITY BARRIERS 2.00 1.00 _. - _ w - FIELD ADJUST PIPE ELEVATIONS AS NECESSARY 1.00 _..,.. _»..._._...,...-BASED..ON-tXISTING_.SffE. ._.., _ CONDITIONS (IE; UTILITY ELEVATIONS) FOUTFALL OR I O.00 SECTION Al NORTH OUTFALL I R/W LINE SIL T FENCE \ 5'X6'f ROCK MITERED END\ \ \ RUBBLE RIP -RAP SECT/ON \ ° : \ \ \ AT OUTFALL \ 5.4 \ WETLAND IMPACT 14 WJ" FRCP \ . AREA 17 SFf OUTFALL WF-14 ' ,WETLAND L/MT SOD ALL D1S771RBED AREAS PLAN 'DETAIL NORTH OUTFALL � FxFlI 8' / 12' 120't BOAT TRAILER PARKING AREA T. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY DISTANCE: 70t LF 2"/8'/ 12'• 2' / 12't 4' DVER IXFlL 3' � I 3't lT-_,-.,..-_.__ - - -- _ - CONST. POST d: ROPE ---- CONST.--SILT FEN CE -L- EXFlLTRA110N TRENCH __.2:Z± PP ED-ROAD EXIST. GRADE 5'-PERFORAIED CAPM .,.w.........__._._.. ,...... _..._.w._._.-,....-._._..,._._........._._._.____-.._ ._____. DEMO/ EMOVE ' EXIST. CONCRETE RUBBLE/RIP-RAP PERFORATED -.,CAP.. ._ .._,.._......_._.._._..I ~ EXFILTRATION TRENCH PLACE SILTyFENCE INDIAN RIVER LA WATER TABLE EL 5.5t--- EL. 0.60 - - - �_,.,_.._... ...-,.._.....-....,.,_._..... _EXIST,•-d-0"�-FORG€rMAIN_..�,._...I..._..`•.-.,ix81E,Ei-T9$1.E_E1....3.5i_ _ •_ _ ... - EXIST 16' D.I.P. WATERMAIN ��,._...._,-:._._.....,_..._-...__..__...� I^ �... EXIST. SEAWALL ._,. ,_...._.. .__._....._._._._..__._,_..._.,.-..�.._.._..._...__..._._...-.._..,.�_ ......_,......w_ PLACE-fLOATIHG--- ASPHALT' /�BASr /.qs_ TURBIDITY BARRIERS �'"-""".tF`NECESSARY TYPICAL SECTION A2 c CONST. SILT FENCE 141'00 EXIST. BLDG. 11.1'f •29' 9.01' PROPOSED RETENTION AREA PROPOSED 13.00 12.00 1100 10.00 9.00 8.00 7.00 rF�-"r" - - 12.0 SOD ALL DISTURBED TURF BLOCK _.-._..PARKING--.----.. ..AREAS.._ . _...,..._. .. _.. ----=-t.85- --- - TYPICAL SECTION B 18' PARKING SPACE W/ TIRE STOP 25' DRIVING AISLE 2' OVERHANG 12.00' VARIES flt6 EL SOD ALL 13.0 TO 12.� 3.20' ------GRADE ... EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY r- - SOD ALL DISTURBED AREAS a CONCRETE SIDEWALK TYPICAL SECTION D 9.00 _Y _ RETENTION AREA 5.00' RETENTION AREA 4't - I = 0' 7.00 .....__ ._...... _.... ..... ._ 60 .'._: - -,_ ,,, w _.' { Si SILT -FENCE ....... _ _ 6.00 �EXISI. GRADE 5 0 IFT�i: 13.00 12.00 11.00 10.00 9 00 4.0 REPLACE NCRETE RUBBLE 4.00 ............. _..... ..... ... -,.. _,_ ............. _,. _... _w AFTER CON UCTION OF EXIST 22 t DS 10 DUTFALL Pf E 3.00 ._.__.._.._._,........_,... _._.___ ... _..... __ .PAVE ..ROAD-- 12'PVC.W/M.ES,_JNV 55� INDIAN RIVER LAGOON _ _.._ . _ TOP EL 6 46' T PLACE 2.00 ._... _._ ..._:. .___.._.._... -_ --.-. --• . DEMO/ EMOVE E SILT E M.H.W.L. IST. 10' FORCE MAIN EL. 0.60 _ EX1SI.16. D.I,P.- WATERMAIN _._. _..,. . _._ _. __.....__._.._„__._.__...,..._,.w._.._....... . _... _ EX _-. 0 0 ALL BEL W TOP OF PIPE EL. 4.5't0.00 EXIST. CONCRETE PUBBLE/RIP-RA PLACE FLOATING TURBIDITY BARRIERS a T SECTION A3 - SOOTH OUTFALL I I 4' 4' S/W 6' 24' STAMPED CONCRETE ROAD 12' 2e STAMPED CONCRETE ROAD 8' S/W +0.2 ABOVE B.O.0 2. 12' LANE 12' LANE 8. PLANTED 12' LANE 12' LANE +0.2 ABOVE BJ ADJACENT2' ICAL EXCEPT ADJACENT 'F' CURB 2' MEDIAN 2' 'F' CURB TO TURF BLOCK) 'F' CURB 'P CURB 2 \ \ THICK REINFORCED CONCRETE SEE SHEET 23 FOR DETAILS AND \\/�ENT SCHEDULE) STABILIZEDIf SUBGRADE (F.B.V. 50) /. / /i 8' THICK REINFORCED CONCRETE (98X COMPACTION AASHTO T-180) SEE SHEET 23 FOR DETAILS AND FILL COMPACTED TO 98% MAX. DENSITY ( 12' STABILIZED SUBGRADE F.B.V. 50 ( ) MIXED TO A HOMOGENOUS MATERIAL FILL COMPACTED 1T) 98% MAX. OlTlSRY REINFORCEMENT SCHEDULE) (98% COMPACTION AASHTO T-180) MIXED TD A HOMOGENOUS MATERIAL. SECTION T1 TYPICAL MAIN STREET PAVEMENT SECTION 4' S/W 8' ! 26' PAVED ROM 8' 6' S/W 2' 'F' CURB ((YPICAL) 8' COQUINA SH131 BASE COMPACTED TO r•. , t :.'r. y - MAX. DENSITY (AASHTO T-180) Z/'/ t' SP 9.5 ASPHALT OVER j\ ..:j/\"SP 12.5 ASPHALT 12' STABILIZED SUBGRADE (F.BV. 50)\\\/�/\//\�\��\�\\�\\\\�\\�\\�\\/ (98X COMPACTION AASHTO T-180) FILL COMPACTED TO 98X MAX. DENSITY MIXED TO A HOMOGENOUS MATERIAL SECTION T2 TYPICAL11 INDIAN RIVER DRIVE PAVEMENT SECTION i I. i I 6' 0 12% 26' PAYED ROAD 6' 0 12X 13' LANE 13' LANE BERM EL. 10.25' 11' TO EDGE 11' TO EDGE 4' 2' OF STRIPE OF STRIPE 2' 4' VARIES: 9.46' - 7,65' 1 12' 2±% 2±X EL 7.0 8' COQUINA SHELL BASE COMPACTED TO - jr.'. •7 MAX. DENSITY (AASHTO T-180) / / f ::-:f _-`% If STABILIZED SUBGRADE%\////��\�/\\��\\��\\, 1Xi'�SP 12ASPHALT9.5 ASPHALT � (98X COMPACTION AASHTD T-180) I MIXED TO A HOMOGENOUS MATT]iIAL I FILL COMPACTED TO 98X MAX. DENSITY SECTION T3 INDIAN RIVER DRIVE PAVEMENT SECTION I +0.2 ADM 8 O.C. 2' EXCEPT AMW ENT 'F' CURB TO TURF ) 2, 13' LANE 13' LANE 11' TO EDGE OF STRIPE 11' TO EDGE OF STRIPE 2X 2% DISTURBED AREAS SILT FENCE I R/W _ I _ EXIST. 100' R W U.S. HIGHWAY I CONS . SILT FENCE 14.00 24.45 13.00 12.00 11.00 10.00 9.00 8.00 7.00 I PROPOSED QcrciMAM Baca VARIES 6.1 To 10:1 SOD ALL DISTURBED AREAS - g' 11.0' XIT. GRADE i _ EXIST. 10'0 --SIDEWPcCif'.'."'--... _ PAVED ROAD TYPICAL SECTION Cl i I a ' PLACE FLOA TING TURBIDITY BARRIERS REPLACE NCREIF RUBBLE AFTER CON UC77ON AT ° �v - `DUTFALL SIL FENCE r - 1" 2 CAP f 0 4• E7LAN IMPACT 1)1 AREA = 24 SF•t ' fly f D 4 C { IST. CONCRETE �'� r , ", R LE RIP -RAP >+ yl NOT INCLUDE COST OF RIP-R REPLACEMENT IN TH 1< I UNIT PRIW COST OF PIPE AN STRUC7UR DS-10 Si PLAN DETAIL SOUTH OUTFALL 16 00 A EXIST. 100' R W R1 10.00' PROPOSED RETENTION AREA 15.00 14.00 13.00 12.00 11.00 10.00 9.00 8.00 4' 4' SW 4' PROPOSED RE117VTTON AREA y U.S. HIGHWAY 1 - - -��•X1ST,•-6RA9€--- PAVED OAD ! DS-10 -----Top 1o:42' INV. 10.60' TYPICAL SECTION C2 LA AVEMENT MIN. EL ABOVE TRENCH = 9.8'f EXFILTRATION NOTE: ALL JOINTS AND FITTINGS PER MANUFACTURER'S ` `V 2" ASPHALT a �' SPECIFICATIONS. ALL ANGLES ARE 45' OR LESS. (SEE DETAIL) c';.3z>" u -1 .Tf):14" SEE DETAIL D 10 T0 14 DETAIL �� " EE ) Vl sTae IuzEli- sueGRAOE L75 f ASPHALT 3.5 =�� z � �-�-• COQUINA VARIES 10' MIN. - 14 MAX. ::.. �• .2 • V ttA 15" � D 15G)r . :. " STABLE SUBGRADE o � VARIES s . 13 - EXFIL B CV t yY TION CH D(FILTRA TREK . V 5.75 4' . BOTTOM: 13.50'"--WASHED BALLAST ROCK (MIN 50% VOIDS) AVERAGE: 14.00' POLYPRo ENE FILTER FABRIC DETAIL: PAVEMENT CONSTRUCTION OVER EXFILTRATION TRENCH TOP: 14.50' FDOT INDEX NO. 199 TYPE D-3 EXFILTRATION TRENCH SECTION EVIL A C.9 = C9 W MIN. EL ABOVE TRENCH 8.05 t _ /,-PAVEMENT ASPHALT `V 10" TO 14" COQUINA (SEE DETAIL) v .tj - STABILIZED SUBG ME -. .:•--•--...-_..In..' .:` 101° TO �4 BET .•(SEE NC) v�i. , I BOTTOM: 16.00' `-WASHED BALLAST ROCK MIN 50% VOIDS AVERAGE: 16.50' POLYPROPYLENE FILTER FABRIC TOP: 17.00' FDOT INDEX NO. 199 TYPE C. 3 EXEILTRATION TRENCH SECTION EXFIL B 12"t COQUINA OVER -,--TURF BLOCK 1• SAND D(FILTRATION TRENCH 14. EC 9! EL 9.5 _,..... _ . _. , . y r , R _ LC - - cA+vrnnh � Y i e.�M1s?°-^1r.�' Y iM�TC2+. M1 -!K rx�� "S •1 _ WASHED BALLAST ROCK (MIN 50% VOIDS)--' BOTTOM: I 11.00' AVERAGE: 12.00' POLYPROPYLENE FILTER ABRI TOP: 13.00 FDOT INDEX NO. 199 TYPE D EXFILTRATION TRENCH SECTION EVIL C E ILT AT ON TRENCH SECTIONS XF R I NOTE: SEE "EXFILTRATION TRENCH STANDARD DETAILS" (FRENCH DRAIN) FOR ADDITIONAL APPLICABLE CONSTRUCTION DETAILS AND SPECIFICATIONS (SHEET 8) I J w � � o a O ci Zt 3 U Ail o = U ~cw rWW��,m3oW 'wo ~paQUr Ow af Za�oawa�mas a�==S��WW3�ir w,- z Wo==wwQ-�-U'w�WKd �a33w��3a0 - U E J 0) J a M� Q � J Q C 0 o� �N/ w co LL o 0 '00 Q j 00 V o woW • O mQ O :>Zw �ZO� v/ < OC 06 C, o' N t ZoWO W �Q�=*- r � 0 I� w 2 0 W ZLmLL w�1r .. W v0> N �co rn J � Qo _ N n � nn U� J Z 0 E_- W t:n cl- �1 U H o W U 5. VJ o�wa W Q- Z �1 - W V I- tnLLJ z z Q C- o �8drill, U - ENIyNEER CER71RCAflON ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 JODAH B. BITILE FL REG. NO. 57396 ❑W1LLIAM P. STODDARD FL. REG. NO. 57605 MAR 2 6 20 GATE: SHEET 7 PROJECT NO. 07-027 1-7 I ' I A site plan must be developed and must contain, at a minimum, the following information: 1. Drainage patterns,- See Survey 2. Approximate slopes after major grading activities, -See sheet 5.' 3. Areas of soil disturbance, - See sheet 5, and this sheet. 4. Outline all areas that are not to be disturbed, -N/A. 5. Location of all major structural and non-structural controls, -This sheet. 6. The location of expected stabilization practices, -This sheet. 7. Wetlands and surface waters, -Sheet 5, and this sheet. 8. Locations where stormwater may discharge to a surface water or MS4. - See sheet 5 and this sheet. Describe the nature of the construction activity: Demolition, land clearing, earthwork, paving and utility work for roadway parking and park improvements. Describe the intended sequence of major soil disturbing activities: 10. Install silt fence around perimeter of site. Clear land. Construct temp. 6" containment berm on perimeter 2O. Const. temp settlement basin with 8 " ADS drainage overflow pipe with skimmer from retention area to the roadside swale Sod swale banks of retention area. 30 Const. site perimeter berm to contain runoff. j 1st step while excavating retention area in (Z 4O After settlement basin is excavated, banks are stabilized and sodded, water is clear and free of turbidity, install outfoll. Total area of the site: 4.19 Acres Total area of the site to be disturbed: 4.16 Acres Existing data describing the soil or quality of any stormwater discharge: See sheets 1 and 27 Drainage area size for each discharge point: Entire Site = 4.19 Acres Latitude and longitude of each discharge point receiving water or MS4 for each discharge point: Latitude = 2T49'3" Longitude = 80°29'67" Best Management Practices (BMPs) and measures that will be implemented at the construction site and time frames in which the controls will be implemented: The contractor will use Hay Bales, Silt Fence, Filter Barriers, and other BMPs. See detail to left. Time Frames: 1. Place silt fence at perimeter prior to clearing. 2. Place floating turbidity barriers at discharge points into lagoons. 3. Grade and stabilize perimeter berm at on -set of earth work 4. Stabilize and sod each retention area as completed. Temporary and permanent stabilization practices: -Temp.-hay bales/slit fences/floating turbidity barriers per plan. 1 -Perm.-seeded/mulched,sod. controlled grading and drainage to detention basins. Structural controls to be implemented to divert stormwater flow from recieving waters: -Temp. drains to retention ponds -Temp. berms at project perimeter -Permanent retention swales. All sediment basins to be implemented for areas that will disturb 10 or more acres at one time. The sediment basins (or an equivalent alternative) should be able to provide 3,600 cubic feet of storage for each acre drained. Not required, less than 10 acres. However, providing: 1. Temp. settlement pond/permanent retention area. 2. Upon completion of temp. settlement pond/permanent retention areas, will exceed 3600 cf/acre capacity as a temp. sediment basin. Permanent stormwater management controls such as, detention or retention systems or vegetated swales. -Dry retention systems incorporated > as permanent BMP for water quality control. Describe in detail controls for the follwing potential pollutants, Waste disposal: -On site waste will be containerized. Offsite vehicle tracking: Provide hard surface at temp. driveway (stone gravel). Regular maintence of adjacent road right of way, including street sweeping, rut repair in non -paved areas. Application rates of all fertilizers, herbicides and pesticides: I / LOT 12 "'tn / LOT 14 �1�z45 7. 7.60 / 5 Cco \ '� `eo q~ for 11 ��. o / LOT 15 / / 3�758 L 66� R. G" 4~ �z a.7o x7..27 LEGEND x7,J I LOT 10 :.:.: •., SIDEWALK (WIDTH PER PLAN) / / LOT 16 / \ ��`A \'•� X746 12:6' LONG AMASIDEWALK / \ \' '70� rs LOT 9 ( / LOT 17 / / \ �, nsas9 / s7B ASPHALT PAVEMENT: SEE SHEET 9 / 08 FOR PAVEMENT TYPES - VARIES \ / \\ ' ;\ of^: )0.62 FOR ROADWAYS &PARKING ARES \ 7",7 r4•B5 T a STAMPED REINFORCED CONCRETE / :...:: SEE SHEETS 22, 23 FOR DETAILS \ I 7 \ `..` �. LOT 18 1203 z6J ♦ 5 LOT 7 a Y. TURF BLOCK CU (IT ER 7. \ ,'t , - ;a F' ,'_•`F i r$ `�`. ` ca SEMI -IMPERVIOUS F EX�. *N .:.':.'. . / BUILD/TUG'.' ' / 742 7 3 \ r 4.69 STREET PARKING AR LOT LOT 20 x7s8� 1. OF 14-a21 \ AS A FIRSTPHASE OF CO N' �• : 1Jo. f x7 / 0711 DIS-SIMILAR PAVEME%NTATERIALS EXCAV IS AREA WBILI AND Iir ND : zI w�w� ARE FLUSH AT FINISHED GRADE AS A DEWATERING AND KULNII N: LOT s (SAME ELEVATION) \ AREA/SETiLEM NOSiORMWA ��/�u of \ \ ` C� P`Aw.. 6.si6.Jt \ CONTROL D G' NSTRUCTiON 257 TYPE 'F' CURB Lor 5 TYPE 'D' CURBFa _ 4`, ,.4• x/.9 � 4' y�'' . .... .. .. ... EXISTING DRAINAGE PIPE � 1 � ��a � � � � � "� � -1r xl J72o � � y� es2 768 rx7o ... ..; ... g4� s �� 7 � x x 119 \ \ / ;. �? "•. \ 7.5 ' 8 X406JI f6 PROPOSED DRAINAGE PIPE X,JZJ \� k ,r l . ° B7 \ \ x1276 r r i LOT 4 C T1-i1T1 L i /x1J64 xi�ss \ ♦• 701 10" \ y ka 1 ��:��, \ t PROPOSED EXFILTRATION TRENCH ' f � � �•' �� _� xtJ27 MITERED END SECTION x 1265 xIJ7$% \ x 2s '5� +r�. 4 '� t; d 12.2B \'i`/" ., �04 04 :\ \. ` • \ a --.r_ '� \ CURB INLET \X� ,294 °` 7 •.T S x1 1 -:4' � TYPE 'C INLET \\ \ 97 RY 8'DRAIN iP ° S TNT' SkEErf / `x'/29q : , k1357k \ \\ ,, ' n }> ,� Q •� J Z/:• .- i J 0� \ 'r� -.f7-: 1j �Ij 25 ilk 7t f269 `4 � J6 '`�''. a; a ''��'-, r tt - ' .�'L �. ♦ . . I - \ \ y + / Q EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY HASE I do II 10.00 .__. -W -----------CONST: TEMP SETTLEMENT~POND/SW 9.00 GRADE U _ _ _ EAM AREAS TO DRAIN ....� "VAMES-Is AUIULL";CiTS"•"_ 6.7�� 6.00 a - _ EXIST• �� EXIST. GRADE1 --rSTv 5.00 DEMO EMOVE MP.DRAIN � 4.00 � __�.�.� --CATCH 2 BAWN--Ds- __. 3.00 TEMPORARY SWALE SECTION -None proposed. Storage, application, generation and migration of all toxic substances: -None proposed. Description of the maintenance plan for all structural and non-structural controls. -Contractor shall inspect and maintain all controls daily, and prepare weekly SWPPP inspection reports. -Engineer shall in spect ect Periodicall Y TEMPORARY 8" ADS DRAINAGE PIPE AT INLETS DS-3 AND DS-6 N.T.S. l TEMPORARY SILT FENCE SEDIMENT CONTROL BARRIER ,,-----F`HASE 1 TEMPORARY 8" PVC DRAIN PIPE TO BE INSTALLED AT EXISTING GRADE TO DRAIN ADJACENT AREA OF STORMWATER. ----PHASE 3 - REMOVE TEMPORARY a PVC DRAIN PIPE AND GROUT INVERT. NOTE: THIS DETAIL IS APPLICABLE TO INLETS DS-3 AND DS-6 ONLY. OTHER INLET GRATE ELEVATIONS ARE CLOSE TO EXISTING GRADE. NO. 57 /J 2 �',�kp r � _ i- _ 9 xJJ.56 \ � \ }5. �; < i� >k, 3.3X".9B fJ .57 ^°%` � -/ �ULJ '-•'t„•„Li ••'' \ \� \\ ,` Xf406 •�, \\\3� \ N 0 REIE"ON P x,J-SM/J5 \ \ \ + tt \\ \ 'xIJ 9 2 E; OF CONS7RUCi10 l,; `t ro abE:• IN�AtLEO \ ETTLEMENT N X' 6 ' �j // X 12 BE OOOOJ 0010 /� /J•2 \ }L/ ? 't 7.S.i90 )1 .8 0 O 0 0 1 . 1{11 -' ;, r r / x9.07 9.IB/ /1 1 x /9. t 04+ • ` , 'z.fA 12" x x6.54 \ a '�.�: �^ y s �� \ 73 J_ af05� • k _ //. xx S.lB kkk_ \\ f4.40 / 139 14 \ 9\7 40 74JX Exrsnrlc SEAWALL sHEEm�LE AS A FIRST PHASE OF CONSTRUCTION t \ w/ tY00D CAP - TO REMAIN IXCAVATE THIS AREA STABILIZE AND SOD AND +� USE AS A DEWATERING AREA AND RETENTION AREA/SETTLEMENT POND FOR STORMWATER < r \ �+ CONTROL DURING CONSTRUCTION riacK' +5 CM \ .ay CONSTRUCT SILT FENCE AROUND PROJECT PERIMETER A_ � F.J mmi North GRAPHIC SCALE 20 -2z1 xc - : 80 ( IN FEET ) i inch = 40 ft. 160 \ PRIOR TO COMMENCEMENT OF f , LAND DISTURBINGACTIVITIES ��wA... - �� ; TEMP. 8 OUTFALL OPERABLE TO OPEN AND CLOSE. PROTECT FROM SILTATION WiTH SILT FENCE, HAY �16 }�,� BALE, AND/OR FILTER MEDIA AS NECESSARY \\ OIfTF INDIAN RIVER ALL 30" RCP \� x75 \ \ �.� . � EL.= -0.40 j ix' � ', LAGOON \ BU1LDllVG ... \ > % 4.45 { ONC. z ! SBs:. `�,� t� • ' ,..483 '` 'F..F.. EL., J..1fZ'.' \ \ \ III \ .t s:ir 4Js rz1B . P \ \ $ \ \ `t \10. 4.8f w \' �3 \`: \\} } } \ )1 >, - 749E \- 7f • ( 74 76 a ..:, 3 2,M },�•' �, ��`,, \ \ \r4s x?141 � K � �74B9 , J. a 1 YY � � �' ..2 �.J•::�`aQ QU •:.: ...... 5/S - -L, RA ABf'7&J O cv4#c� .y.y_,� - Ix \\ _ s 3 7 •�`7E BENCHMARK lAzz DD 92 30• � EX. CATCIi-B /V' � � �,09� R7P Q�' GRA1F EL16.29' ` i ` 1257+ .AJ LY.-2.37 o �22 y � z S /N =FULL OF MU g Dom' \\E. /NV EL=0.71• \ DRAINAGE RA IV \ `..� NH 252 TOP £L,-7.86' \ x -f 0 ♦ - / E.INV �.6.T \\ ELEC. PANEL .4L- 1Jel I "�.73 fJ8 14.20 \ '. 1J92 \ �. q / D•,}i�,• 705 'k \ Q v \ 14.41 405 .4J p Q .- ( AS A P OF CON UCTION 14. 4 140 6 ° 1J92 \ / / .. - .)t SS./8-:\ \ •/,"+' ' .IJ.71 EXIST. CURB lNL£T J4.0? =i''�"x- .f' - l 5.74 - y1; "' I x 14.45 1400 TOP EL. -I 1392 x' 2 ' � I i. / / � 6.�7• . � ? < <�. ,•r4.00'Sf .t, ( C.O-S- OR G�_�_ EXCAVATE THIS AREA STABILIZE AND SOD AND " USE AS A DEWATERING AREA AND RETENTION \ f423 NO AP RENT CONN£C170N _ 7 X7./0 �'\ T �. , 4:82,. BE1W£E DRAINAGE SYSTEMS �: 0 �� ©rI .p .888 AREA/SETTLEMENT POND FOR STORMWATER - \ \ f a _4S x77J1 15�£/1GW CONTROL DURING CONSTRUCTION Ea-. 87.64 x7.46 .53.96. DRAINACE MAN LE \ \ • ` A ' .• TOP EL=15. . � �� • �j �1 .2 \ � � ➢ 1 e.:v .„q TEMPO PV D PIS > \ SEE D i� • S E d v r / � \ � SUBMERGED LAND 63 1 ' 00000 ® 8" H.D.P.E.•WATERMAIN SJJ /53 4.67 B \ "\'63to00004.0 XIMATE LOCATION 1561 cDN7�e1;B9 t.._ s o 0 d .5/ LACE SILT FENC 7590 �aHS ........... .. .. .\• M , 5 a AT 0 _ - ............:. \ na 'f� ,"; ...'.:.:._:...':..'.'.'. .'. '.' ! � � .. ::. o , � � 7 �. � w PLACE DATING TURBIDITY 160j ,... 5.°, 7 BARRIERS AS RE UIRED ...... ........ ..... .. .... .. ...... ........... ___i7ffA1NAGE MANNOL£ .. ,. 7 . . .... .. ....... ...... ....... ...... .......... .. ..... /4,/i'9 -.. • = 1, .. ... ...... .... ...... ' .... ....... ...... ...... 16 /0 fpP £L. 16.0 t:.".':......... .. I5. § l5 Its, tNV. 0.23 6 92 \ \ N E.1Nv.ELi=1o.s7' CH4M6L'R'I%F.'.'.'. ............ ........... .......... ... ... .. .... i ? >' � ¢ W. ENV. FL:p10.52' '.i,,. .... •.. ._.. .•.• .. ?9x ,.. •0 X 0.73 t ..... .............. .............. .... .. s,t t ,rOP CF. ....:........... ........... ............ ............ g; : ICW QSM.WHOLE EL.�16.0 .\ .... 'c.. �.:.'� �388 X7.5 ®1.. d'V t \ t f F . EL... l S l49 1.82 + ., A _ " > •\ .84 �, ILDI - 1 , •FF •EL.'-16.D.. , . .. kf�. f347 MPORARY 8 PVC/DRAIN IPE X7.79 15f \;e i \ 352 /5. i <'4 .. tS27 \ \ -\ s g "i 1' S S ...... .............. ....... /5.17 ^ ,` x ,r D �i HEET f524 u.77 'Srr6J4 .... \ •tS i 16.f' RIs. 43 \ 't .. 14 \ �7149 x i i 15BB \ ,\ \f 14.98 155 ,• > t .. ........... . PROVIDE TEM SILT FENCE 'DURN "- ONSTRUC ON 16.17 � / 'Z }} yyx15.93 All k15��01\a 6 - 1567 t lt5.92 t x1562 \15zz .. ...X 170 t f4.6 } `° ..... ... .. ... ... EXISTING ................ \\ \ \ ; BUILDING ..............".'.'.'. \ ................... ....... .....fF. EL.=14 02.. .. �\ If.71 x15.02 k J4a4-V ........ ..................:. ..... ......... .. ...q .. .. .... .... E \ NOTES: - COORDINATE LOCATION OF TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WITH ENGINEER. - COORDINATE STORMWATER POLLUTION PREVENTION PLANS WITH PHASED CONSTRUCTION. SEE PHASING PLAN, SHEETS 24 do 25. RELOCATE SILT FENCE AS NECESSARY TO BE EFFECTIVE \ DURING ALL PHASES OF CONSTRUCTION. SILT FENCE AT CHAMBER PARKING SHALL BE RELOCATED AS NECESSARY DURING PHASES TO \ BE EFFECTIVE FOR THE TEMPORARY DRIVEWAY/PARKING, AND FOR THE PERMANENT PARKING. FINAL SOD PLACEMENT AND SOD TYPE SHALL BE IN ACCORDANCE WiTH THE LANDSCAPE PLANS. \ HOWEVER, CONTRACTOR SHALL PLACE SOD AS NEEDED AS TEMP RETENTION AREAS/SEDIMENT BASINS, SLOPES, AT EDGE OF PAVEMENT AND OTHER AREAS TO STABILIZE THE EARTH. THIS "TEMPORARY" SOD SHALL BE INCLUDED IN THE LUMP SUM UNIT PRICE BID FOR "EROSION CONTROL AND STORMWATER POLLUTION PREVENTION", AND WILL NOT BE INCLUDED AND PAID FOR UNDER THE LANDSCAPE BID ITEM FOR SOD. 14 \ Z 8.5f `%p x \ J.37 x B56 i ' x i 8.37 t~ A i 7 V 5 +! to.n WF-1 \ \\ YYa 9.J4x \ VA a 0~ ., f.. TEMPO DRIVEWAY F �2 `' r. �, . 1 �< HAMBER :Lam'=: 0. S yl 10~ `ka6B t £ z 10" x .Q4 ,:,y' - fat '3- - -� P♦" *^10" x8 \ .1.- d l3 O / 0 O •3 1 .J5 15 4tl X X 0" /3;1^5 Yv 2�^` . y. ` *-',, Y•'il.•. / /'.St • \ \ c•36 - :\' 'c5,..{:,c- � p'r'( �"� $c .� � 7.J9 \ � \ o• i0' � '� 0. tt f2" / xr2 . \ \ 1 WF-610 t, 1L 12' / [IUIY `+ x10.74 EX/.5.'%/N(•'7.". 'y �7J'a \ / end e1s)/ BU/LD/TUG.'.'e a. z2� f0 �q -.►'� \ \ \ �0der'O Y ° h FF.'.'EL.=9.1^6'."s\', \ \ \ ro" in §,t � Os 0•,arke _ ,yam ••� At, .83 x 1p'. 1 72 x14.40 \ \ WF 5 \ E 9 4 \f�� -N .% 10" f0" WF-4 •�kf5.10/4 14. \ .. xf 55 - •-''B.BS \ \ \ y L� o B.12° \ i0 10" J555 - - .-....:. CONS UCT SILT FENCE y ,\ \ \ s4B \ x �9B ,- J AROUND PROJECT PERiMER ♦ 7e / 'Y' 7(76J PRIOR TO COMMENCEMENT �1F % 9° 8.32 8 9y .�9* $ 10 0.73 x922�e- s+ v' 7.44 \ x6.J6 �\ t15 2 S \ _LAND DISTURBING ACTIVITIES 8.65 « r .\aLj1_�' .• .71 _ \ Y0" c; t \ ` W 764 �\ PAprmi0 Y o Y l O slop (1rPJ j14.46 xf4.62• - .'87 ,®. ob v7x,�j_ }.6e LOB &�0 \ \ 10o OOSO 14. /gr 1\ X1t.47 \ - - l.-.•.••`\, rRN:a \ -' 112- 2" O.7D t\�\ . 00000 \. n 4 r W w Q�r" s \ \ 12 `^�WF-2 z15.17 c�1; 005010 \N \ \ 00010.0 x 9.0400000 a . 62 \ f0" 0 0 0 1 1. 0 \e v s . ♦ \7J9 \ } \ \ , ........ \ v M +o •L .v 774 ZB5 \ \ 10" b 1 . . \ \ 6.B2 \ X 6.25 ....RUILD11vG--•-': -'-'. 0. ':':':�Xrsrrly ':':•:':•::', ::':' • .* \ \ Ff EC �f6L6B':::' ".'BUILDING'.'..'..'.'.. •'.. a, \ \ t', \ \ 10. 10~ f \ ...... .................. .... .......... .. ........... \ 725 \ .. \ \ \ ........:.:.:...:.... W ICI. -IN MI I w � a. a. o o 0 N Q j 0 Z W S �• Z�NYV �ow F=-W W�OUOm3�W �w��QaZV�Ow owr=-ri�ooz�wa� Zo o wo m Q�x��aWWZ3N Q�a iL_ 2==X<il �Z(f1 00 a33wo�3w�ac� d`� E v 1 N in J 4) N o� W O�LLrn - 00 00 U �o W0WJ • o im Q O zz�W �~n Z LU o > N O � d- zI 06 U W C9 u._ (n Cy X .e-�~ z td Z,� � M� LL M W Jrd W W >N 04 J j Q� Q ZN U \ F- v f O E- Z`` J O �-- z O Iw- z Q W /�L� L/J QC^l- V li I- N oL.,_I U W r1/ LJJ C) IQL- L 1_ Li-i n10 Q:L 0, Q � ~ ('-r- J F- v / m z W < 'W^ V I LLJ �Q86o ~ z 0- U - M ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITnE FL REG. NO. 57396 ❑NWAM P. STWDARD FL REG. NO. 57605 DATE: SHEET 8A PROJECT NO. 07-027 FOLDS FOR 50' On Centers ( Typ.) COMPACT STORAGE TYPE I. DOT FOR WATERS WITH LOW CURRENTS (NO MORE THAN ONE FOOT E c PER SECOND) AND LIGHT WINDS: WC i �---Sift Barrier ,Ahf LAKES, PONDS, SMALL STREAMS, cc CONELEVATION SEC. FDEOT. SECTION 1 "P SPEC.) NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.) TYPE III SILT FENCE S\N' , Lirr F� NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART I, 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. E III NOT S• 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 .• ' SECURELY TO UPSTREAM SIDE ..': i"�i,. „ `.::t•.. 2. INSPECT AND REPAIR FENCE OF POST ' " AFTER EACH STORM EVENT ;;t:�', r•' AND REMOVE SEDIMENT f WHEN NECESSARY. 9" MAXIMUM RECOMMENDED ;..:'.=•�', F<Oy, STORAGE HEIGHT. A 3. REMOVED SEDIMENT SHALL w, j .<,.' :,�,:•• 1, ....;�� BE DEPOSITED TO AN AREA 10' MAXIMUM SPACING WITH THAT WILL NOT CONTRIBUTE <: `r,•<:. ' .;;:.�,..:.. SEDIMENT OFF -SITE AND WIRE SUPPORT FENCE, 6' CAN BE PERMANENTLY MAXIMUM SPACING WITHOUT STABILIZED. WIRE SUPPORT FENCE STEEL OR WOOD POST- w 36" HIGH MAX. PONDING HEIGHT PONDING HEIGHT Q, 1- 00 FLOW 1 FLOW z z 0 I 4"X6" TRENCH WITH 74" MIN. DRAIN ROCK COMPACTED BACKFILL TRENCH DETAIL INSTALLATION WITHOUT TRENCHING TYPE IV SILT FENCE-N.T.S. 3' MIN. STAKED AND TRENCHED WIRE REINFORCED STAKED AND SILT FENCE TRENCHED SILT FENCE I Z 00 J s� 6' POST OPTIONS: \ U MAK I I WOOD 2=1/2" MIN. DIA. cr WOOD 2"X4" OPTIONAL POST > PRINCIPLE POST OAK 1-1 /2"X 1-1 /2" POSITIONS - SiL__ T F�O=N POSITION (CANTED 20' STEEL 1.33 LBS./FT. MIN. TOWARD FLOW) _ 00 z FILTER FABRIC (IN FILTER FABRIC Sod K° As Require d-�� (n IT - - Anchor Bates With 2 - 2 x 2 p Per Bate. Overlap Ends MARSHES. FLEXIBLE TOP FLOTATION NYLON Stakes SECTION WITH ENCAPSULATED" EPS REINFORCED VINYL -/ 50' Max. 50' Max. FOAM FLOTATION LOGS (6' X6 X4 ) `••Fill Slope -- , ELEVATION TO BE USED AT SELECTED SITES WHERE THE WATER SEAL �� _ Sod L - - .- _ Ditch Bottom _ - Inlet _ NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE TYPE 2. DOT FOR HIGHER CURRENT PVC SLOT -CONNECTOR �- E Median Ditch WATERS (UP TO FIVE FEET PER -10' T _ _ -Silt Barrier SECOND): DEEPER LAKES, STREAMS, Z w 50 Max. 50 ax. Ditch INTERCOASTAL AND TIDAL AREAS. o w rw INCLUDES AN ENCAPSULATED STEEL w o z Cross Drain-- I -► Bales To But Flow LOAD CABLE ALONG TOP OF BARRIER AND 8"X8"X4' FLOTATION LOGS. WEAR C-) o- ��. -- Anchor Bales With 2 - 2" x 2" x V STRESS POINTS ARE REINFORCED WITH GALVANIZED #24 °f Stakes Per Bale. SHIELDS. 50' Max. 50' Max. SAFELY HOOK Endwalt _--Silt Barrier PLAN Sod --� 6' Min ----_- TYPE I STRESS PLATE (TO REMOVE PRESSURE FROM FLOATS) -7 �`-Fill Slope STRESS BAND ni Llmits Of Construction 22 OZ. NYLON ELEVATION REINFORCED VINYL DITCH INSTALLATIONS TO BE USED AT SELECTED SITES WHERE THE o A T DRAINAGE STRUCTURES NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE TYPE 3. DOT IS SIMILAR TO TYPE 2. aw o z DOT EXCEPT THAT POLYPROPYLENE Woven Filter Fabric !n Absence Of BARRIERS FOR FILL SLOPES FILTER FABRIC IS PERMANENTLY INSERTED INTO THE BARRIER SKIRT TO 5 "VINYL COATING CABLE Established Grass (Approx. 12 x 12'). MEET SOME STATE'S SPECIFICATIONS. �s Secure Edges By Entrenching And (ON BOTH SIDES OF CURTAIN Extend Under Bags and Bates. Fabric . TO REDUCE STRAIN) Shot[ Meet The Requirements Of Sand Bag Section 985 Of The Standard Specifications. Cost Of Fabric To Be 5' Min. Included In The Contract Unit Price For Bated Hay Or Straw, TN. • " • • • • " , , • • " • " , " • • • • • • - NOTE: ANCHORING TO BUOYS AS 3----Loose a SHOWN REMOVES ALL VERTICAL o �,_ o Loose Soil Placed By Shovel And Lightly BLOW-UP OF FORCES FROM THE CURTAIN, Loose Sail Placed By Shovel And Lightly Compacted Along The Upstream Edge Of Bales. HENCE, THE CURTAIN WiLL NOT Compacted Along The Upstream Edge p g p g Of Bales. SHACKLE SINK FROM WIND OR CURRENT PLAN PLAN CONNECTION LOADS. Rail -� /•Post iy --t7 5' T 1' Min, Recommended WATER SURFACE T W A*W V Min. Recammen d Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bate. Anchor Bates With 2 - 2" x 2" x 4' Stakes Per Bale CANAL/DITCHBED th 2 - 2" x 2" x 4' Stakes Per Bale. Anchor Top Bales To Lower Bales Wi TYPE ii TYPE IiI AUTOMATIC FLASHING LIGHT (ON AT DUSK -OFF AT DAWN) 100' ON CENTER SHALL BE USED IN NAVIGABLE CHANNELS ONLY--\, BUOY. ATTACH LINES TO SHACKLE 5' 5' -CURTAIN ELEVATION ELEVATION `I Application and Spacing: The use of Types i & It bate barriers should be limited to the conditions outlined In Chart I, Sheet 1 of 3, Index No. 102 ORIENTATION WHEN INSTALLED TYPE U TYPE I (TIDAL SITUATION -TYPE III)-N.T.S. BARRIER FOR UNPAVED DITCHES . LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES, STAPLES INLET GRATE SURFACE n (2 PER BALE) STRAW BALE RUNOFF - WOOD OR METAL BINDING WIRE Y4" BRIGHTLY COLORED NYLON Q OVERFLOW HOLES (OPTIONAL) STAKES (2 PER BALE) ROPE, EXPANSION RESISTANT 0 10 mil PLASTIC LINING 4" TYP. NATIVE MATERIAL (OPTIONAL) SECTION B-B I DOUBLE ROW STAKED SILT FENCE FOR USE AROUND LOOPS SIZED FOR 1" REBAR. GEOTEXTILE BAG USE REBAR FOR A HANDLE TO 9' MIN, WETLANDS-N.T.S. EMPTY FILTER SACK AT A NOTES: STAKE (TYP.) SEDIMENT COLLECTION LOCATION. 1. ACTUAL LAYOUT Anchor Bales With 2- 2" x 2" x 4' Sidewalk-� Stakes Per Bale. Open O - Riser Apro Ditch Ditch Curb & Gutter --Curb & Gutter M~ PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR', STRUCTURES ' M\� FRAME 5 � 2"X4" WOOD FRAME CROSS BRACE GATHER Q 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 &z. _ v M Ld :f LL SILT FENCE INLET PROTECTION-N.T.S. 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 N.T.S. NOTES: *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. s ROCK BAG POLY WHATTLES OR GEOHAY CURB INLET FILTER-N.T.S. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS. GW.B TENSILE ELONGATION ASTM D-4632 207. PUNCTURE ASTM D-4833 120 LBS. MULLEN BURST ASTM D-3786 800 P.S.I. TRAPEZOID TEAR ASTM D-4533 120 LBS. LN RESISTANCE ASTM D-4355 80% APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE 0 D-449t 40 GAL MIN. SO. FT. PERMTTTMTY I ASTM 0-4491 10.55 SEC. -t MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS. GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS. MULLEN BURST ASTM D-3786 420 P.S.I. TRAPEZOID TEAR ASTM D-4533 45 LBS. W RESISTANCE ASTM D-4355 90% APPARENT OPENING SIZE ASTM 0-475 20 US SIEVE FLOW RATE ASTM D-449t 200 GAL MIN. S0. FT. PERMfi"IMIY ASTM D-4491 11.5 SEC. -1 SOCK -PIPE INLET FILTER-N.1.5. 2"X2"X3Y4" RUBBER BLOCK (TYP.) DEPTH=D FILTER SACKS FOR GRATED INLETS AND STABILIZED ROADWAYS-N.T.S. POLY WHATTLE nn nrnunv DETERMINED IN THE FIELD. A 2. THE CONCRETE WASHOUT SIGN ct SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE 1 1 i i i I 1 STRAW BALE (TYP.) I A i 10 mil PLASTIC LINING i i WASHOUT FACILITY. P LAN TYPE "ABOVE GRADE" WITH STRAW BALES I CONCRETE 8c STUCCO WASTE MANAGEMENT=N.T.S. I g Y4" TIE ROPE FLOTATION ALL SEAMS HEAT SEALED ECONOMY FABRICS AVAILABLE 18 OZ. 300 LB./IN. STANDARD Y4" CHAIN TOP LOAD LINE Wis" VINYL COATED CABLE FLOTATION FOLDS EVERY 6' STRESS BAND STRESS PLATE 5/e" CHAIN BALLAST AND LOAD LINE 100' STANDARD LENGTH 18 (OR 22) OZ. VINYL COATED NYLON PVC SLOT -CONNECTOR FLOATATION STRESS PLATE LAP LINK 5/16" CHAIN GALVANIZED #24 SAFETY HOOK PLYWOOD, 4'X2' PAINTED WHITE BLACK LETTERS 6" HEIGHT LAG SCREWS (Y2" DIA.) WOOD POSTS (4"X4"X9') STANDARD CONTAINMENT SYSTEMS LIGHT BUOY ANCHOR (AS RECOMMENDED BY THE MANUFACTURER) CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) 2" .12" DIA. 00 STEEL WIRE STAPLE DETAIL DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2%, OR GREATER SUPPLY WATER TO -FILTER FABRIC WASH WHEELS IF SECTION A -A NECESSARY. SPILLWAY STRAW BALES, SANDBAGS OR CONTINUOUS BERM OF EQUIVALENT HEIGHT. I 0 LL-�NOTE: FLOW FLOW USE SANDBAGS, STRAW BALES ER PPROVED METHODS OR OTH A TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. I i I 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. 3. WHEN WASHING IS REQUIRED, IT SHALL BE IDGE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. i TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT- N .T. S . EXISTING TR' DIAMETER Vf ORANGE VIN' CONSTRUCTII CHAIN LiNK FENCING OR EQUIVALENT NOTES: 1. ALL TREES RETAINEL, uim ., 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 6" AROUND TREE. ALL WORK WITHIN THE CRZ MUST BE DONE BY HAND. i i ELEVATION EXISTING TREE TRUNK - DIAMETER VARIES i -rr PLAN PROTECTIVE FENCING FOR TREES-N.T.S. I F-POSTS OR APPROVED \TIVE 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. SECTION A -A 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 STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SiTE. TEMPORARY SOIL STABILIZATION 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 STABILIZATION 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 STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED 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. I 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WiTHIN 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 FIRSTIBEINGFILTERED 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 INSPEC11ON 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. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION 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. I 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. i6. 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 QUALITY 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. 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 (CA. ALI 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 FACILITY 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 SHALLBE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE LMM EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS LISTED ON TABLE 1. 1 SCREENING VALUES FOR DISCHARGE INTO: _ -Parameter Fresh Waters l Coastal Waters Total Organic Carbon (TOC) pH, standard units 6.0-8.5M6.5_-8 5 ' Total Mercury 0 012 P9A _.:.� 0 02b g�L _Recoverable Total Recoverable Cadmium - m 9 3 �g�L - 1 9.3 Ng/L Total Recoverable Copper 2.9 Ng/L 2.9 Ng/L Total Recoverable Lead 0 03 mg/L 5.6 mg/L Total Recoverable Zinc 86.0 iJg/L 86.0 Ng/L Total Recoverable Chromium (Hex) 11.0 Ng/L 50.0 jag/L Benzene 1 1.0 Ng/L 1 1.0 pg/L TNaphthalene VWm-�- 1000 Ng/L I 100.0 N9/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 ERMIT CANNNOT BE ISSUED, AND A SEPERATE iNDNTDUAL 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. I 1� Q � rn 0 0 w � � o ! 0 C, 0 N Q W 0 0 3 a 2 41 W R v Zao � �rF o0 = Z V p O w T r N 7 �wwQo�m3�w �wo�r-a��oxow w �aa 3 �4-wa�=a�zwog =��f� Z wo�Uwwal=�w�a ira33�i��3w�ac.� . UC6 E J � rn cci. LL M t- a) Q N � c d � LL N co O Do � (0 Do (� C W0W-� ' 0 CO 0 z6OW Z z W N G7 p6 ZoNa W 7-WO � :D ti L_ Ji- Z 0 r. 0 W J Z Q ILLW M Q 00 W I- 0� --JU�N W QO zN "d ti ti �- U)rUn � ~ V O Q W z o (D Q Z Z C� Q W O 117 - O W Z o W U W or-v.,WO W N F-- cn > - Z � Z W LL- oa 8 Z ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. SITU FL REG. NO. 57326 ❑WWAM P. STODDARD FL REG. NO. 57605 DATE: MAR 2 6 SHEET 8B PROJECT NO. 07-027 SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GEERAL N 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, IN ADDITION THE CONTRACTOR SHALL REFER TO THE 'FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT 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 BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING f 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 SPECIFICAupbS. 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 PROPOSER 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 OTHER 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 ANDSHALL 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 BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR, EMBANKMENT CONSTR UCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING ADS LOT BUILDING P DITCHESAND SWA LES 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. MATERIALt 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 BY 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 MATERIAL, TYPE 1, WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71a, GRADATION 67) - 44" TO NO, 4 SIEVE, TYPE 2, 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 136 INCHES IN DIAMETER. TYPE 3, SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE. STAKING S I D CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.R.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE 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 SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN 3 ACCORDANCE WITH SECTION 915 OF THE STANDARD 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 98Z 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 8. 320, 330, AND 334 OF THE STANDARD SPECIFICATIONS, CEMENT CONCRETE PAVEMENT, CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS I) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346 AND 350. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS. CURB 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. PROM - DE CONTRACTION JOINTS AT 10 FOOT O.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, (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 5,000 SF. INTERVALS FOR EACH 12' LIFTS CONSTRUCTED, AND AT ALL EXISTING PRDOFROLLED EARTH SURFACES. B. SUBGRADE, (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 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 M13RE 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. SI D. PIPE BACKFILL, 1. (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM [IF 50 Ft. INTERVALS, 1' ABOVE PIPE, 1' 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. F. BUILDING PAD, 3. (1) AS SPECIFIED IN ARCHITECTURAL PLANS. I G. CURB PADS -4G) DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. 1 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 I 7. T E SPECIFICATIONS 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 SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE D 'FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSL S CULVERT PIPES B 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 BEGIN ACCORDANCE WITH SECTION 948-2.3 OF THE STANDARD SPECIFICATIONS. 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. 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 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 (60 THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE ENGINEER. THECONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL 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 SHA L L KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANN13TATED BY THE CONTRACTOR DEPICTING I 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, INLETS, UTILITY MAINS AND AS-BUILTS 13F ALL LAKE BANKS, LOT/BLDG., PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS - 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 SHALL 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. I B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COt1PACTION• 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,C. 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 PRIER 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 ZPAVEMENI 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. 1 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.D.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/0MVEWAYS 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 ACCORDANCE 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. ADDITI❑NAL SPECIFICATI❑NS FOR WORK WITHIN A PUBLIC R,❑,W,l 1. ALL MATERIALS AND CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). 0 ). 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 r ESS RY M.D.T. S A SPECIFIED IN THE PLANS AND PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKS/FDOT 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 FDOT 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 WILLNOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE APRE-CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 OR 1-eco-300-8236. B. 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. I 10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL 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. IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. il. 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 4,00 PM. 12. PAVEMENT SPECIFICATION, MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2' MAXIMUM., INCLUDING FRICTION COURSE. SOD MUST BE FLUSH WITH SIDEWALK WIDTH PER PLAN 0.02 FT./FT. TO CURB 0 TOPSOIL, A EDGE RESTRAINT AGGREGATE CONCRETE GRID �- 1 IN. BEDDING SAND N E111111=IIIIII�IIIiCC0M��' '��C��si� �� Csmri 1=111111=IIIIII' 11�71,!�1_..._.. 11 ,.._... _ _ ��.._.. _.. IIL�.. 0" 111111=IIilll�-.,..._..."-'ip�j711 �:_ : to !Lmm _�J�1�► 0.11 1=1I1111=IIIIB==i11111=111111=11uBMlll�il"��=10�1InmLou" 11M11 0 � 0rF :mlli= IDiTi=�I Ili-uun-milt-unn-IT_Iii-,II_nii, - R n�nnna • • •• • • ' • • • • • • • • :• CU HANSONPAVERPRODUCTS.COM (800)273-7084 NOTES: * MAXIMUM DIMENSIONS OF CONCRETE GRID PAVING UNITS ARE 24 IN. LONG BY 24 IN. WIDE AND A MINIMUM NOMINAL THICKNESS TH C NESS OF 3 IN. r� * THE MINIMUM REQUIRED THICKNESS OF THE WEBS BETWEEN THE OPENINGS IS 1 IN. * THE MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE GRID UNITS SHOULD AVERAGE 5,000 PSI (35 MPa) WITH NO INDIVIDUAL ONE LESS THAT 4,500 PSI (31 MPa). TYPE 'D' CURB * AVERAGE WATER ABSORPTION SHOULD NOT EXCEED 10 LBS PER CUBIC FOOT THICKER BASES OR THOSE STABILIZED WITH CEMENT WILL BE REQUIRED OVER A HIGH WATER (SEE NOTE #8) TABLE, IN LOW-LYING AREAS SUBJECT TO FLOODING, OR OVER CONTINUALLY SATURATED SOILS. 4" THICK CONCRETE MINIMUM. 3,000 P.S.I. 0 28 DAYS. _____/ EWALK NOTES, ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE 'SUGGESTED SPECIFICATI❑NS FOR CONCRETE AREAS' PREPARED BY THE PORTLANII CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO. 310, SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O,C., AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO, 310. AT LEAST THREE (3) C❑MPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR 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, COMPACTED TO 98% MAXIMUM DRY DENSITY SURFACE WITH LIGHT BROOM FINISH. SOD ALL DISTURBED AREAS. RECESS SIDEWALK AS REQUIRED IF BRICK PAVERS CALLED FOR IN PLANS SIDEWALK/CURB MAY BE CONSTRUCTED AS ONE INTEGRAL POUR, PROVIDE 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. l 3,000 P.S.I. 0 28 DAYS. - -� DEWALK N❑TESI ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE 'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND CEMENT ASSOCIATION AND IN ACCORDANCE WITH FOOT INDEX NO. 310. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O.C., AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO. 310, AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119), COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14, AND 28 DAYS, CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. SURFACE WITH LIGHT BROOM FINISH, SOD ALL DISTURBED AREAS. CONST. 6' THICK AT DRIVEWAYS DETAIL AND SIDEWALK / BIKEPATH SPECIFICATIONS EVELOPER TO INSTALL SIDEWALKS ADJACENT TO COMMON AREAS. IDEWALKS ON RESIDENTIAL LOTS TO BE CONSTRUCTED BY HOME UILDER. TURF BLOCK DETAIL Y- IF GRADED TO DRAIN TO CURB; FLUSH iF GRADED TO DRAIN AWAY FROM CURB . t �_ °a ° ? . ' ax 8'x24' RIBBON HEADER CURB ." ' '" t . . iTi1 , a' _ e. ' e e a ; y ,'i4' COQUINA SHELL COMPACTED TO , `� .98% MAX DENSiTI' (MSHTO T-180 FILL COMPACTED TO `' `. :' ... ' 98% MAXIMUM DENSITY . f , _, ..; ; . ,,` . CONCRETE RIBBON/HEADER CURB DETAIL N.T.S. I ASPHALTIC CONC. (*) (MIN. 1000 P.S.I. MARSHALL) i COQUINA 1.741.1.7 A SHELL COMPAC TED TO 98% MAX. DENSITY (AASHTO T-180) I STABILIZED SUBGRADE (*) (F.B.V. 50) (98% COMPACTION AASHTO T-180)=111=111-111 M l={ 1 J-L=1 MIXED TO A HOMOGENEOUS MATERIAL IEEEI I 11 I-L -1 11-1 11=1 11=j I F FILL COMPACTED TO -L� 11- 11-11 j �1-111 1 -III=1 I=1 I -I I =111- 1 -1 - i 98% MAX. DENSITY I I I I I: * DEPTH OF MATERIAL PER SCHEDULE BELOW SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. I TYPICAL ASPHALTIC CONCRETE PAVING SECTION I .I INDiAN RIVER DRIVE VEHICLE PARKING BEHIND CHAMBER 1" SP 9.5 & 1 1/2" SP 12.5 1 1 2" SP 12.5 8" COQUINA / Q 6" CO UINA Q 4AILER 2" STABILIZED SUBGRADE 8" STABILIZED SUBGRADE PARKING AREA f2 DETAILS�LOCATIONSZ I. 1(D ABOVE EXFILTRAT10N TRENCH (2) TRAILER PARKING AREA I 2" SP 12.5 2" SP 12.5 10" TO 14" COQUINA 8" COQUINA 12" STABILIZED SUBGRADE I SEE THIS SHEET FOR ADDITIONAL CONSTRUCTION I AND TESTING SPECIFICATIONS 1 PAVEMENT CONSTRUCTION SCHEDULE I MM CURB TRANSITION TYPE 'r CURB Future Curb An Gutter Construction a 20' ,'-,(� A C FL LINE �'_2• -r- - MATCH EXISTING PAVEMENT THICKNESS. CONSTRUCT D.O.T. TYPE SP 9.5 ASPHALTIC CONCRETE SURFACE; PRIME COAT ALL SURFACES AND EDGES PRIOR TO SURFACING 1--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 (FBV 50) (98% COMPACTION AASHTO T-180) �1 �� \�� MIXED TO A HOMOGENEOUS MATERIAL REMOVE EXISTING BACKfiLL MATERIAL /12"+-�/��/\ FILL COMPACTED TO AND GRADE UNIFORMLY RECEIVE n TO C VE 12*MIN. 98% MAX. DENSITY THICK COQUINA BASE COMPACTED TO 100% OF MAXIMUM DRY DENSITY AASHTO T-180 EXIST PAVEMENT NEW PAVEMENT PAVEMENT BUTT JOINT . Sunt" On Los Side Of Pavement 11 To Be }"Above Lip Of Gutter. Surface On High Side To Be Rush with Up of . Curt. Or Curb k Gutter. Or As Shown On Piano t-yam ZTe - E Joint ' >�• "o o m axble PavL r_ � 1 '�I 71' Std. 1 `- - 6" Min! --I I- b o Voile Gutter Curb And Gutter 6" IQ Appllse to both high and low sides of pavement, low " shown. i ' PLAN - ;CURB AND GUTTER AND TYPE A CURB : CURB TRANSITION DETAIL TYPE F ! i ADJACENT TO FLEXIBLE PAVEMENT I I ■ THIS POIN CI3R!' r MELEVATMIN k 3/4'R I 1 �1/4" •'t •.t1:2• :.,,s ,: st.1.:.;:'i.:s3. PAVEMENT . .. . . I . <:: o o , ,, e i �' 1.. ,w. .t Y m W1. "I. ti! 24" 11 I. MOD. MIAMI CURB DETAIL :: I GENERAL NOTES 1. For curb,gutter,an4 curb and gutter provide i'- 4' joints at 10' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed 10' centers. Curb,gutter and curb Qt gutter expansion joints shall be located In accordance with Section 520 of the standard specifications. 2, Ends of Curbs Types B and D shall transition from full to zero heights in 3 feet. I 1'2'1 1 P.V,C, CAP PAVED ROAD/PARKING 2' I F .-1 j 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 Y 6-_REMOVE EXIST ---I PAVEMENT 1-101-2 Note: For use adjacent to concrete or flexible pavement, concrete shown. • 8. For details depicting usage adjacent to flexible pavement, see diagram right. . Expansion joint, preformed joint filler and joint Beal are required between curb 1,,;" � 7 Std. 6" do gutter and concrete pavement only, see dtagrom right.in,'I (Seal I I 3'-0• I 6' SECTION AA a dOf � 4) I onc.av't T-1". Joint And Edge Of Pavt. PLAN Edge Of Pavt.PLAPreformed Joint Filler71'Std. TYPE D �6" Min! I 3' Tr ns Trans.Top Of Curb}---�----I Top Of Curb-`i_ iGutter GutterPROFILE PROFILE slope ro Fit STRAIGHT END °riVeNO) ! CURB AND GTER TYP.9" 7'Std. "'Std. * 13/4 R. 8" MinMin. 2'-0*Note: To be paid for as parent curb.SECTION CC 1VALLEY GUTTERCURB DETAILS / SPECIFICATIO •-v r - ...-,...,•.�.-.. . ram" - .r,v . Ih- SP-9.5 (MIN.) BUT � SCHEDULE 40 WHITE P,V.C, 90' BENSHALL MATCH EXISTINGPAVEMENT THICKNESS, I LENGTH REFLECTED IN BID TABULATION UP TO ,%- (MAX). F f W. EXISTINGTRENCH WIDTH 'W' + 4' MIN, BASE 1, CONTRACTOR TO INCLUDE NECESSARY P,V,C. 90' BENDS, P.V.C. CAPS, AND STUB -OUTS IN BID, SURFACE RESTORATION 6, INLIMEROCKLIF BASEMISCELLANEOUS IN 3 LIFTS ATSAW CONDUIT MECHANICALLY � EXISTING P VEMENT MIN. 98% COMPACTION . (NOT T❑ SCALE) I I /////f/'�///// / / Z,/ / / / / / / / / / / / / / / / / > • ECHANICAL COMPACTIDN NOT 1 �, I Iviv o,� TRENCH WIDTH 'W' + 4' MIN, ION12' MIN. !S , 11 16" MEDIAN CURB &GUTTER F.D.O.T. TYPE A INDEX #300 BE CLASS 'C' BEDDING OVIDE FIRM BEDDING OF UNDISTURBED EXISTING SOIL FOR THE PIPE, IN FHE JUDGEMENT OF THE ENGINEER, IF THE SOILS ENCOUNTERED ARE UNSUITABLE TO ACT AS A FOUNDATION FOR THE PIPE, THEN THE ONTRACTOR SHALL EXCAVATE AND BACKFLL WITH CLASS B BEDDING MATE IA R L WHICHAND CONSIST OF EITHER - TYPE 1 BACKFILL, WELL GRADED CRUSHEIl RAVEL (ASTM C. 71a, GRADATION 67) TO NO. 4 SIEVE. TYPE 3 BACKFILL, SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS 3% FINES PASSING THE NO, 200 SIEVE, 6' MAX. LAYERS DR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION 4" MAX. LAYERS AT 98% / / / / / / o / / ///// / / / / / / / / / / / / / / / ALLOWED BELOW THIS LEVEL / // w I I / /U ASBFOR INTIALCBACKFILL,ILDTEXCEPT ERIAL THAT ITLL EMAY BE BT THE ACKFILLEDEADTS W COMPACTED (MECHANICALLY) IN 12' LIFTS, AD THE MAX. ALLOWABLE w DIMENSION OF ANY STONE OR ROCK FRAGMENTS SHALL BE 2 INCHES. �IOTHER INITIAL BACKFILL, TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM ro 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 /j ij¢ INCHES IN DIAMETER, MATERIAL SHALL BE PLACED AND �� COMPACTED IN 4 LIFTS UP TO THE SPRINGLINE 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 / \� .+ IF IN THE OPINION OF THE ENGINEER THE TYPE 2 MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE MAX, WATER LEVEL 3 BACKFILL, SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC ALLOWABLE DURING CONSTRUCTION MATERIAL WITH LESS THAN 3% FINES PASSING A N0. 200 SIEVE UNDISTURBED SOIL j �� \\/��\ 1 6 MAX. LAYERS OR /�� APPROVED /�� METHOD TO ACHIEVE �� 98% COMPACTION � BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING �\ -HAND SHAPED TO PROVIDE FIRM BEDDING OF �� THE UNDISTURBED EXISTING SOIL FOR THE PIPE, �� IN THE JUDGEMENT OF THE ENGINEER, IF TH£ �� SOILS ENCOUNTERED ARE UNSUITABLE TO ACT AS A FOUNDATION FOR THE PIPE, THEN THE .. / CONTRACTOR SHALL EXCAVATE AND BACKFILL 4 MAX, \ WITH CLASS B BEDDING MATERIAL WHICHSHALL SHALL CONSIST OF EITHER, LAYERS TYPE 1 BACKFILL, WELL GRADED CRUSHED AT 98% STONE OR CRUSHED GRAVEL (ASTM C33-71a, _ GRADATION 67) � TO NO. 4 SIEVE. - TYPE 3 BACKFILL, SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESSUNDISTURBED o ' w U � v _ ;oj _1 c)❑O ECHANICAL COMPACTION NOT �� I ALLOWED BELOW THIS LEVEL ��\SUBSEQUENT BACKFILU MATERIAL SHALL MEET THE SAME 11 I REQUIREMENTS AS FOR 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. IhiITIAL BACKFLL, TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, � AND MATHE \CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE ERE£ FROM WOOD, ROOTS, HUMUS, PEAT, �� !MUCKAND OTHER OANIC MATERIALS, AD SHALL NOT CONTAIN </� CLODS, STONES, MASONRY, RUBBLE OR TH£ LIKE GREATER THAN \ �\ 1% INCHES IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4' LIFTS UP TO THE SPRINGLINE OF THE PIPE.. ' IN, 6 LIFTS T P F IPN TO A POINT 12 ABOVE THE O O P E,BACKFILL, �� N NO MECHANICAL COMPACTION WLL BE ALLOWED FOR THE INITIAL �,,,_ $ACKFILL, IF N T- _ I FHE OPINION OF THE ENGINEER, THE YPE 2 MAX, WATER LEVEL MATERIAL WILL NOF PROVIDE ADEQUATE AD UNIFORM SUPPORT ALLOWABLE DURING- FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE CONSTRUCTION 3 BACKFILL, SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC MATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE.THAN SOIL (v -" �- N 12' PIPE �� 12' O,D, TRENCH WIDTH TRENCH WIDTH 'W' Sidewalk Curb N_ (Where Necessary) -0.02 _ l : !2 (Not Required 3'Min, To Exceed 8' / / In Length l 11/2'Mln�/f �1 /r/2 / 1MO`�,�. 2' M/n. oJ 'NII�_M M Crosswalk width and conf/gurotlon vary, must conform to Index No. 17344 and 17346. PLAN Landing RR . Pavt 2' 6 Sidewalk Curbf�lWhen Necessary1 l__ SECTION AA CR 2DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK COMBINED CORNER RAMPS UNDER CONDITIONS OF INFEAS/B/LITY NOTES THAN 3/. FINES PASSING THE NO 200 SIEVENOTES ,W,1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,PROVIDE APPROVED METHOD OF CONSTRUCTION, I L WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,.. I PROVIDE APPROVED METHOD OF 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 I 1 NTS. C1-1/2' MIN THK,> 3. NEW SURFACING MATERIALS SHALL HE CONSISTENT WITH EXISTING j AND SHALL HAVE LAPPED AND FEATHERED ,DINTS. <1-1/2' MIN. 7HKJ4, COMPACTION PERCENTAGES SHOWN REFER TO A,A,S.H,T.O, T-180. I 4, COMPACTION PERCENTAGES SHOWN REFER TO A A,S.H.T O. T-180 j5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER l ICOUNTY PUBLIC WORKS / F.D,O,T. STANDARDS, 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER I I COUNTY PUBLIC WORKS / F,D,O,T, STANDARDS6. TRENCH WIDTH 'W' =PIPE O.D. PLUS 2'-0'. I(PAVED 6. TRENCH WIDTH 'W' =PIPE O,D. PLUS 2'-0'. AREAS) I I (UNPAVED AREAS)TRENCH DETAIL j TRENCH DETAIL 1 Romp Widths For Curb Romps CR 20, CtI 2l, Wh 22, pr 24, and he n May Be FDOT SIDEWALK DETAILS PER INDEX'S 304 BC 310 Reduced To 3'M/n. In Restricted Condltlorts When Approved By The Ertglneer. 1 Lower /andlng not requtred at driveways, parktnq lots, or I Omlt Joints Onother areas with pavement cross -slopes less than 2% (0.02). Curb Ramps \. ( 0.02Max. I Turnout Or Utility Strip Side Street \ 1N 1 N• N+ N Back Of Sidewalk o 5:titi O For BACK OF SIDEWALK CURB . 6 6. CS rj-A}A/lgnment Varlatlons OR BUFFER TRANSITIONS LINEAR SIDEWALK RAMPS y`ae J,��4',\*o• j+12 And for RAMP AND SIDEWALK 1 I`�' 4, �N CURB OPTIONS See Sheet4. I/._ /_-�_ .N`�T Oq' 4 , Moy Be Reduced To 3' q, 0.02 In Restricted Cond/tlons When ID, I{ _Ir/2 N1\ \proved By The Engineer /2 j I Ramp And Sidewalk Cu aFQ�2' MIn. Full / / 2' Mln. Full c i ' l2 orN rHe! ht CurbHe! ht Cu b0I 9 JJg f di i When Crosswalk Markings Are 2'Landing Required, Ramp Runs Must Fall 1 [9 Ramp Width (4'Mln.)Within Crosswalk Limits And 1 Parallel With The Protected 0Crosswalk Alignment Noter A portion of one or bath romps may I DIMENSIONAL FEATURE F0R extend outside the return. !o Crosswalk widths and eonflgurotlort vary; ,neat 1 PUBLIC SIDEWALK CURB conform to Index No. 17344 and 17346,TYPICAL PLACEMENT OF PUBLIC SIDEWALK I PEDESTRIAN TRAFFIC (FDOT INDEX 304)III I 'po'I" goo 7 &N, sl1117" J V s y. 4 ��o O� 11 p, . ,`\ *i,y c mil' CR v1B cc0 1FT>� , DIMENSIONAL FEATURE FOR PUBLIC SIDEWALK CURB WHERE RAMP AND LANDING DEPTH -ARE RESTRICTED BY RIGHT OF WAY F- Wrr vi rnN � -i 3 NO -i C) -i Z 000Z w zz 4- y 3 V � K,oLLJ �o �� w wZo�aV=Ow .0wm H N 1w¢-w��gr�OpaFaw,4z Wo4Q-<--yZo=ooWoi ��r �,�ZWJ<o oa" wwwZ3�� FpT=xvizci170a33w0 �Q wDo_0/ U�UJ � N (nMJQ_ Q (D C •5) W oN- LL (fin N�00U40�0Q-0 . �ma LZO ctJ1Q Oco NV-0) O d- Z O= LIj 1W ��-�ti.J c)' (� Nt� Oi- Wo O ~iii Z_�m`_ L`- W �W W��>N � �CD1j QooNI` T`ULUU) v FDOT TURNOUT DETAILS PER INDEX 515 DETAIL FOR TEMPORARY DRIVEWAY Driveway W/dfh (W)4 (See Sheath R/ly or Easement --------- - r------ r---------- --- -- - r ----- 1 L---------- I o I f'Jornt G c f'Jo/nt � �- ' p > p 1 =s 6' aGb caste Drty I PLAN MODIFICATIONS OF 'ADVERSE' AND 'MARGINAL' APPLICATIONS I 6' 4'A 088- _.202-- G! D Z O 0 Z O W Z Q ~ Q a J U ._I Q LL Lit I•_ U W U 0 n F..- W U LIJ 0::� W O M W Q:� n W Cn i- ry ZW L Z M j 'Q 0 0 Z f-I IM ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 MAR 262o DATE: SHEET 9 PROJECT NO. 07-027 , T i ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T, ROADWAY AND TRAFFIC DESIGN STANDARDS AS F❑LL❑WSI STRUCTURE INDEX NO, CURB CUT/RAMPS No, 304 DRAINAGE MANH❑LEI STRUCT, B❑T. TYPE 'P' W/ SUMP B❑T,, AND MANHOLE TOP TYPE 8, No, 200,201 TYPE 'C' INLET No, 232 TYPE 'F' & 'G' INLET No, 233 CURBING No, 300 j MITERED ENDS No, 272 SIDEWALKS No, 310 TYPE 9 INLET No. 200, 201, 215 DRAINAGE STRUCTURES: i ALL MITERED ENDS SOD ADJACENT TO j VARIES (8' MIN.) --{ in LIMITS LIMITS I OF OF SOD soo % -- ---1 1 LIMITS \_ 1 EDGE OF DRNEWAY OF L IMITS OR ROADWAY SOD FD i�- MIN. 8' CONST. 3' CONC, EXTENSION PER FDOT 273, FOR SIDE DRAINS Y f fT_ I I� I rl I _� I I � 111=�T� _ •. ,� 1 i CULVERT TYPE PER PLAN SIDE DITCH GRADE 1=1 I I -I I H I H I 1E3 I IE4 11 -111=11 �` eNa �" -i I I-1 I -1 I H 1 I- 11=1 11=1TI= -1�1-III-I i I� I I- -I61-• I I--1 il.__=1 I I� I 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 1 CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., TRANSITION (FORMED METAL BAND) ETC. DEPEND ON TYPE AND DIA. OF PIPE. j SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FDOT INDEX 273 4 CROSS DRAINS: FDOT INDEX 272 MITERED END SECTION N. T. S. Joint Vorlee Woven Or Non -Woven Filter Fabric in. in Type D-3 Overlap 2' M1 r (See Index 199) f - -- --- ecuring Device ELLIPTICAL PIPE Joint Joint arise Woven Or Non -Woven O �1! ��o• Min. Filter Fabric ��• Securing Device EWPTICAL PIPE SHOWN ROUND PIPE ISOMETRIC VIEW PIPE SECTIONS Cost of filter fabric jacket to be Included In coat of pipe culverts. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET I � 0 in 5'-4" C/PL � 5'-0" Precast 18" 1 C/PL 6" 4'-0' 6" Precast io Eye Bolt See Index 201 �" _ I A J 3" C/eon N B_ J " a PLAN 4'-0" „ Bituminous Coating Required For 1 E 6" CMP (Arty Suitable Bituminous Material It May Be Field Applied - 178n 12" 17I I - - I Adjustable Curb Box " 17 " (6" to 9" Curb Height) ' & - -- %o11 4 Flexible Pipe Class Concret (Corrugated Steel , Corrugated 3 "I 24"(" �34" 12" i Aluminum Or Corrugated Polyethylene) 31" Note: Cast of concrete and bituminous coating to be included in TRANSVERSE SECTION contract unit price for either new pipe or Mitered End Section. A concrete jacket shall not be used to join: a metal pipe of dissimilar materials TYPE 9 INLET 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. 2'-4" 3'-4" 2" 11" 11" 2" 5 3/4" 5 3/4" ._ J N 2" 2r 2'-3 5/g" 7 N Zi GRATE W ' o NOTE: e ` MODIFY WIDTHS AS O � REQUIRED PER PIPE I tit I • 2" CLEAR Q SIZING. a1 O m 4 •. 4 2" 2' 4" I N SUMP BOTTOM AS PER F.D.O.T. N d< m ° Q M. INDEX No. 285 �N� Z`M TYPE "C" CAST IRON GRATE e Approx. Weight 235 Lbs. PLAN VIEW SECTION I TRAFFIC BEARING TYPE 'C' INLET DETAIL 3 6" e b Min. to Typ.) -�•�- - I Pipe �e M` Jim I -Extra #4 Each Side AndAbove Pi r( �\ Openings' Masonry Seat A For Precast Inlets See Index 201 ( TYPE F SHOWN, TYPE G SIMILAR) PIPE OPENING SCHEMATIC r 2" Cl. ( Typ. ) B_1 Eye Bolt 41 o `rt See index No. 20 h �F � �►P®� �Y oo �N J !" Chamfer Or Radius I" Chamfer Or Radius I ti-�nJ 3fPLAN Horiz Wall - a� Lifting LOOP ReArforcing 1 i- ISee Table �� / _ - Eye Bolt �° >b o _ Grate -O" See Index C/PL 8" " m d n ��- Chamfer 4 Or Radius f Typ,1 No. 20I-) Precast 6� 3" Clear 3" Clear co, m o o �1 8" 2' 6° 8" C/P 6" 2 -6 6" Precast _4_ -� 2" Ctrs.0 1 *4 Bars" t•s. c E% g E 3 4 Cars, 0 0! Bars I 12" I tg N *4 Bars o it" Ctrs. (8" Slab-) #4 B o 4 a 3" CI Or 8" Ctrs. (Precast 6" Slab) 12" Cyr, SECTION BB 4` o Q o k *4 Bars o-I4- SECTION AA 12, Ctrs. Hartz Wat/ Relnf. Sod 3,- ro See Tob/e 2l tv L3 x 3 x (18 Spaces,19 Bars) »��I SECTION CC *4 Bars o l2" Ctrs. -� 7. •I I ft'S/ th it'tt'>ft'1/''1 �� I�I I I ., G 0.43 /0 `' ❑ 2' F 0.34 9 *For Estlmating Purposes Only Sod PAVT. AND SOD 3" concrete Pavement Notes: I. Pavement and/or sod to be used only where called for In the plans. E. Cost of paving to be Included in cost of Inlet, PAVEMENT AND SODDING STEEL GRATE C Steel Grating, Straight Bars 3" x #" Retloullne Bars 2"x" TYPE F RECOMMENDED MAXIMUM PIPE SIZES INLET INSIDE WIDTH PIPE SIZE 2'-6" (7ype F) 18" 4'-0" (Type F) 30" W-10" / 5'-0" (Type G) 42" Note: Recommended sizes are for concrete pipe. Sizes for other types of pipe must be verified for fit in accordance with Index No. 201. For longer ptpe sizes see Note 3. *4 Bars o !2" Ctrs. 2" Cf. o 3" C/. n .s E 3 �gc c= .S IQ to SECTION AA *4 ears o 8" Ctrs. SECTION BB HORIZONTAL WALL REINF. SCHEDULES TYPE F INLET (TABLE I ) TYPE G WALL DEPTH SCHEDULE AEA fin /ft) MAX. SPACING BARS WWF 0' - 4' A/2 0.20 12" 8" 4' - 7' A6 0.20 6" 5" 71- 12, B5.5 0.24 5J" 5" 12' - l5' Spec%I ! 6 5" 4" TYPE G INLET ( TABLE 2 ) WALL DEPTH SCHEDULE AREA (1421ft) MAX. SPACING BARS WWF 0' - 3' Al2 0.20 12" 8" 3' - T' A6 0.20 6" 5" 7' - /0' B5.5 0.24 5 " 5" 10' - 15' C6.5 0.37 6 " 6" GENERAL NOTES 1. These Inlets re designed or use rt d e a d gn f u i Itches, m clans, 3. These Inlets may be used with Alt. B structure bottoms, pavement areas, or other areas subject to heavy wheel Index 200. The inlet and bottom combinations are to be loads, minlma/debris, and bloyc/e trafflo. This Inlet may paid for under the oontroot unit price for inlets (DT Bat) be placed In areas subject to oomlonal pedestrian (Type F for G)) ( J Bot, Depth), Ea. traffic such as landscaped areas and pavement areas where pedestrians can walk around the Inlet. When 4. For supplemental details, see index 201. Inlet is placed In areas subject to bloyle traffic, install filler bar when clearance or gap is greater than IN 5. All reinforcing Grade 60 bars with 2" min. cover unless as shown In Index PJ8 Inset B. otherwise noted. Bars to be cut or bent for I " clearance around pipe opening. Provide one additions/ 4 bar above 2. When oftermte G grate Is specified In plans, the grate and at each stde of plpe opening, as shown. is to be hot dipped galvanized after fabrloatlon. 6. All dimensions are for both precast and cast -In -pace Inlets Unless otherwise noted. 2006 FDOT Dealgrt Standards LM s DITCH BOTTOM INLET 07Row 5 1 of 1 TYPES F & G index No. 233 I SNISH GRADE ` MANHOLE FRAME AND C13VER OPEN MAYBE BE OFFSET, !. A. e ADDITIONAL REINFORCING BARS REQUIRED AT THE e OPENING IF SLAB TO B TRAFFIC BEARIN e D ► e ° 24 3/4' T •D a b 00 ❑❑ P O CI O IIILL W ; e 1 ►,: IPE INVERT ► e i• PICKHOLE ► 6' 8' 1 4'`0' MINIMUMASREQUIRED 8' 6' U.S.F. DWG. NO. 410, OR EQUAL MANHOLE COVER, LETTERS MARKED 'DRAINAGE' DR 'STORM•. ELEVATION TOP VIEW NOTE, L 3/4' CRUSHED STONE FOUNDATION 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 1 i { I I SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES SHORT -WAY LONG -WAY D SCHEDULE pEPTM SCHEDULE SIZE 3'-5.11.11NUMIiFD 2 5< 2 SIZE: 4'-0"I UNLIMITED 2a5 < 19 20.5 < 34 19 < 29 34 -40 SiZE: 5'15' 20. <c 2 5 < C <6 <19 9c 19< 28 < < 38 - -4o SIZE: 5116' ------ raa<1 c I 2a c <1a < < c < c SIZE: 517' ao.5,17 c ZO.5 < C 3 <1X < < < 21 < -40 -40 SIZE: 518' ZC.5 < C 1 kme <39 3 < - 39 40 < C SIZE 519' 20.5 < c ko. 432 3 < 32 -40 c < F (ALL SLABS W THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) WALL DESIGNS - RECTANGULAR STRUCTURES VERTICAL REINFORCING !HORIZONTAL REINFORCIN BALLPTH SCHEDULE D H SCHEDULE SIZE: S-e' *SEE NOTE BELOW - 2 - SIZE 4'-0" 2 SIZE 5'-V 2 - st.t < as_4o c SIZE: W-W z - r 1.1< 22 -40 C - SZE. r-G" 2 --- ` D Sri. V-0' i - r s i <19 i9<29 -49 1 F SIZE: 91-0' _ s.f� iw t5< F IN: it►11-•1:Z*II►[el &W1.Fttffm SCHEDULE GRADE 60 STEEL e5 KSI (MNR RE FABRIC 0.53 1106 , 45 cr" on 3 'L TOP VIEW 1i■,T 1 r"9 SECTION TYPE N F> Ma"Md- M I Type A Or B Riser - �I 2 Additional Bars A I li 0 5" a. C. Perpendicular Bare A *5 Hoop Bar (See Section A -A) #4 Hoop Bar L� p J 6 }��% Reference Axis Placed Onacch 0 Bare A And B At 45' Parallel Bars B (See Section A- TOP SLAB REINFORCING STEEL DIAGRAM I S' I I 7 W C O 04 0 12" BW 96 [Horizontal Bans ' �•10' Draft -� SECTION Note: See Slab Designs index 200. TYPE 7 ANHOLE TOPS Thickness Of Structure Wali Type A IOr 9 Riser d w o Uj _j N Bare A Short Wa n Ci i z 00 (See Section B-B� 2- *5 Hoop Bars {2 Lap Spitcea Permitted} (5 O z O W 2 zz - 2 Additional Baro B-- -+-12 -- O O U 0 5" Max. 0. C. Ea w Side Of Opening 2 Additional Bars A w a w a ~ W 0 5. 0. C.ww��om3�w Bare B Long Wayy w�w��oa J��pw <�a�ZWoz F3 (See Section B% agaa w< = o z w a 5 TOP SLAB REINFORCING STEEL DIAGRAM 3 � ooGo�m-Z t g' tt tL �wa==�owwZ3v=ir coo==wwd�c7w�o- O a. �a333x� 3ZWj ID I F a3'-6" (Typ.) *4 O 12" BW a (Horizontal Bars $ are tinuoua Around- tinuoua Amon ■ e c a� M&S 4Qr0, B" Comers For o SarBarsa 8" Comers For ' 1 _ O Rectangular RTseap a Rectangular Risers) �, , V jZ. 2-Extra * 4's c ^ Cfl 0 v Each Side And TJ Cn U r� g" are B Above Opening jfertical Wait Reinforcing c� N uj W o m m o I� �I (See Table) I _J LAQ � ch O *4' o t2" o.c. (I Each Wa a Retnfordln o II y cei u g Horizontal Wail Reinforcing 8 6 Q C Not) I (See Table) o M Q 0) O0) Bars A Bare B Baro A Bars B a ALTERNATE A o ALTERNATE B SECTION A -A � SECTION B-B Q * NOTE: When the Inside diameter of a round structure to o rii NOTE: Provide extra reinforcing each aide of each opening175 Q not more than l'-6" larger than the opening In 171 at 3" maximum spacing equal to half the area of vertical the riser or top slab, the top of the structure relnforcment removed by the opening and provide the O or riser shall be constructed according to the acme area of relnforoment above each opening at 3" "Special Top Slab" details on this sheet. maximum spacing as removed by the opening. GENERAL NOTES v / SIZE Is the inside length of a structure wall. 06 1 Standard structure bottom* 4'-0" diameter and smaller (Alt. A) and S-6" S. Structure bottoms may be used In conjunction with curb Inlet 10. The comer fillets shown are necessary for rectangular structures used with circular TOP VIEW square (Alt. 8) are designated Type P. Larger standard structure bottoms are designated Type J. Rlsam are permitted for all structures. toga Types 1, 2 3, 4, 5, 6, 9, and 10, and any manhole or netlon box unless otherwise shown in the plans or other standard drawings. AI B structure risers and inlet throats and used on skew with rectangular risers, inlet and Inlet throats. Fillets will be required in lieu of the bottom slob of the Alt. B riser when W NOTE: y 1u yp ditch bottom t lunlesa used with the Alt A box. Each fillet shall be reinforced with 2-#5 bare. TOP OF CURB QURER curtFR FLOW uNE ALL INLETS TO BE 2 Walla of circular structures (Alternate A) constructed in place may be any inl othierwtaetehowo innithe plans or otherstandard drawings.- U.S.F. N0. a106 DBL CAST IRON FTWAE 1-1/2' OR GR41T: OR EQUAL �N�N cwwE DOUBLE GRATE. of non -reinforced concrete or brick or reinforced concrete. Precast and nectar ular structures Altemate B shall be constructed of reinforced ( ) 11. Inlet 'a riser riser or manhole tops shalt be secured to structures as shown on l concre a only. 7. Rectangular structures may be rotated as directed by the Engineer In order Index No. 201. '.CUR ' � .,' 3. Wall thickness and reinforcement are for either reinforced Beat -in -place to facilitate connections between the structure walla and storm sewer pipes. •,�' 1 or precast concrete units except that recast circular units may be furnished pp : 12. Sttuctures with depths over 14' are to be chalked for floatation by designer of proite�ct drainage. with walls in accordance with either A.S.T.M. C-478 (up to 98 diameter) 8. or A.S.T.M. C-76, Close ---, B Wail, modified where the elliptical steel cage Exc t when ACI hooka are eP specifically required, reinforcement top and slab100 o, ! area Is placed in the center one-third of the wall. shall be straight embedment. 13. Units larger than specified standard may be substituted at the contractors option 22" x 44" SOR. when these units will not cause or Increase the severity of utility conflicts. Such 13 4. Top and floor *lab thickness and reinforcement are for precast and cast In place eonatruetion. Top and floor slabs shall be of Class -- 9. - All steel bare shall hovbl minimum cover unless otherwise shown except for larger units shall be furnished at no additional coat to the Department. Larger Alternate A units cannot,; eplace Altemate B units without approval of the Engineer. ° 4'-6' MINIMUM OR LARGER 1 concrete. Concrete as specified in A.S.T.M. C-476 (4000 psi) Tay beY used in lieu of Close - and Close -- concrete In precast items manufactured precast circular units manufactured under ASTM C-76 or ASTM C-478, Horizontal steel In rectangular structures shall be lapped a minimum of 24 bar diameter This note appls to this index only. I AS REouIRF� in plants which are under the 'Standard Operating Procedures' for the Inspection of precast drainage products. at comers. 14. For manhole and junction box tops, for frames and covers, and, for supplementary details Index No. Y 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire STRUCTURE BOTTOMS see 201. PIPE OIA. ME.) fabric, either smooth or deformed. TYPE t- E J AND P AS PER PUN PER PLAN - T FLOW LINE ELEV. I BOTroM ELEV. I j ��/■A/■ NOTE: ELEVATION ! �. i. FOR JUNCTION BOX 115E STANDARD STRUCNRE BOTTOM AND TOP SLAB "TYPE P' OR "TYPE J', RI ACCORDANCE WTI F.D.O.T. STANDARD INDEX No. 200. - I I TYPICAL MODIFIED MIAMI CURB INLET (DOUBLE GRATES i N.T.S. I j I I I I GENERAL NOTESLL Inlet Or Manhole flnlet With Sump Shown) 1. Pipe shall be any of the optional types permitted In Section 443 of the Speo/ftoatione unless otherwise restricted in the plans. Dissimilar types of pipe will not be permuted j In a continuous run of pipe. Coupling Band Bltumihous Cwting (Field Applied) Filter Fabric Envelope 2 Concrete pipe shall be placed with the slots pos/tloned on sides. l' I J. Alignment Joints are standard ( gaskets not required). Recorn Radon of metal plot 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. I No. 4 Coarse Aggregate I I 5. Filter fabric shall be Subsurface Dralnage type meeting the requirements of Section 985. All filter fabric No. 4 Coarse Aggregate Joints shall lop a mtnlmum of one f I) foot. Filter Fabric Envelope Typ 4 4 I 6. The standard cross sectlon shall be constructed unless other seotlonfs) described or detalled In the plans. Perforated Pipe 8'Nonperforated Pipe 8'Nons/otted Plpe Slotted Pipe Weep Hole 7. For supplemental details see index No. 280. Paid For As French Drain i2' 0l0�� Paid For Ae French Oro/n Sump - 1' Below Trench Bottom 8. The contraclor shall take the necessary precautlorts fa prevenf contamination of the zg IL CO � 00 4 O W S W --a O m Q Z Oz 0 W � O � Q_�T-Fh 0) Z O N 1 =WCD cp N l�yi ZO 0 ~ ZQJ LL J O Cq > CV ~ r j CD Qo Z N v r W v W trench with sand, silt and foreign materials. U METAL PIPE " CONCRETE PIPE 9. French dratas following the typical cross section shall be gold for under the contract GdAwlzed Hardware Cloth unit price for French Drains, LF. The unit price shall Include the cost of pipe, pipe plugs, V--I Sumps Are To Be Constricted Unless Excluded In The Plans. pipe fittings, worse aggregate and filter fabric in place, and the cost for trench excavation, Weep Hole To Be Constructed Only Where Called For In The Plans. No. 4 Coarse' Aggregate 2 X 2 X 2 For Additional Sump Bottom Information See Index No. mil. I backfIll and compaction. an The unit price shall also moment the cast for disposal y surplus OO Filter F�rla exarT'oted materta/s and cast for restoration of pavement removed or damaged by french I 1.�._ dm1h construction, but shall not Include payments for items paid for elsewhere. 0 LLJ LONGITUDINAL SECTION i Q_ I � Q�f-- I + W I j 1 M Z W I Overlap W Q r Mtn. p Cn -;;P- :2LLJ _ Steel, Cast Or Ductile Iron Steers. { er P/an/Detai7s W e e Hole �-- - % 1 �-- --- l2 Dia. I o Q \ Only Cast Iron And Ductile Iran Filter Fabric C:)/ Sanitary Sewer And Cost iron Envelope f 1 Sump - I ' Min. Below pipe >- 46 � I---, Ductile Iron Water Mains, I z + l And Steel Water Moths Will Be I + l r Or, Below Trench Bottom As Applicable � - / Allowed To Pass Directly Through `4/ \ 6" / French Drain (Without Sleeve 1 \ 1'�/ (Mtn., l Utl!!tyPlpe 1 i ,o/ a Galvanized Hardware Cloth - - - - - - - I No. 4 Coarse Ql 4 Aggregate 1 1 I varies, As Shawn 1n / No. 4 Coarse Aggregate 2 X 2 X 2 ENGINEER CERnRCAWN The Plans. 2' Mtn. I Mln.) I' Std. Pipe OD I' Std. I Filter Fabrfc ❑�� W.scltuLKE 1 FL REG. N0. 47048 Per Plan etalls ❑ JODAH 8. 81711E ROUND PIPE SHOWN FL REG. NO. 57396 I ROUND PIPE SHOWN Sumps Are To Be Constructed Unless Excluded In The Plans. ❑YALUAM P. SToODARD UTIU/TY PIPES THRU TRENCH j STANDARD CROSS SECTION (ENLARGED) Weep Hole TO Be Constructed Only Where Called For In The Plans. FL REG N0.57605 For Additional Sump Bottom Information See Index No, 201. FRENCH DRAIN SYSTEM DAT A SUMP/WEEP HOLE DETAIL SHEET EXFILTRATION TRENCH - STANDARD DETAILS FOR USE ON ALL INLETS/MANHOLES 1 10 (FRENCH DRAIN) ADJACENT THEROSTRUCTURESO PER TRENCH PLAN AND PROJECT No. t _; I 07-027 i I 4 12" DIAMETER WEEP HOLE ELEVATION TOP EL. 8.00' (2) 8" PVC SHC 80 OR DR18 W/90' BEND INV. EL. 6.68' �- 12" CAP TO EXFILTRATION TRENCH t1k INV. EL. 5.25' —� BOTTOM EL. 4.00' '"^� 'F' GRATE I " X 3'-10i") TOP EL. 12.42' mv- 12" DIAMETER WEEP HOLE c I CROSS SECTION "MIL s--1ug- PLAN VIEW DS-24 GRATE DETAIL "TS CONTROL STRUCTURE KM TYPE 'F' INLET DETAIL TYPE 'C' GRATE (2'-4" X 3'-J") ELEVATION N.T.S. PLAN VIEW NT.S. h 12" CAP 12" DIAMETER BOTTOM OF WEEP HOLE EXFIL TRENCH 12" SUMP IETER )LE (2) 8" SCH 80 PVC OR DR18 OUTFALL PIPES TO EXIST. INLET DS-23 DS-16 CONTROL STRUCTURE TYPE 'C' INLET DETAIL TYPE 'C' GRATE (2'-4" X 3'-4") (2) 8" SCH 80 PVC OR DR18 OUTFALL PIPES W/ 90' DOWNWARD BEND 12" DIAMETER WEEP HOLE 11171111- Mil -1 Til q-1 11 - TYPE 'F' GRATE (2'-11" X 3'-10j") TOP EL. 11.30' Diu►_ 6"W x 9.4"H WEIR OltT,- - 12" DIAMETER INV. EL. 10.52' `-F N,- — --L WEEP HOLE ALUMINUM SKIMMER --- INV. EL 10.25' 12" CAP OUTFACE 15" CAP OUTFALL PIPE INV. EL. 7.00' BOTTOM EL. 6.00' /ilk / I 12" DIAMETER WEEP HOLE ELEVATION N.T.S. a -v 3--i ug PLAN VIEW DS-19 GRATE DETAIL N.T.s. CONTROL STRUCTURE ►aT MODIFIED TYPE 'F' INLET DETAIL TOP EL. 11.30' ALUMINUM SKIMMER 12" DIAMETER WEEP HOLE - TYPE 'F' GRATE (2'- 11 " X 3'-10") TOP EL. 6.46 TOP EL. 6.46' I 15" CAP OUTFALL PIPE j INV. EL. 4.25 12" DIAMETER WEEP HOLE BOTTOM EL. 3.00' i CROSS SECTION N.TS. 12" DIAMETER WEEP HOLE - TYPE 'F' GRATE (2'-11" X 3'-10j") - 12" DIAMETER WEEP HOLE 15" CAP OUTFALL ELEVATION CROSS SECTION I : N.T.S. NT.S. i0 I r7 I r7 I 5'-0' PLAN VIETY DS-10 CONTROL STRUCTURE TYPE 'F' INLET DETAIL N.T.S. I S--1 ug- GRATE DETAIL TYPE 'G' GRATE (4'-88" X 5'-3") TOP EL. 9.94' CAST OPENING LARGE ENOUGH TO ALLOW FIELD ADJUSTMENTS T--------I I � t— I 1 DIAMETER ( EP HOLE ELEVATION N T.& 6'-2" PLAN VIEW DS-18 CONTROL STRUCTURE TYPE 'G' INLET DETAIL TYPE 'G' GRATE �- (4'-81" X 5'-3") I 12" DIAMETER WEEP HOLE 14'X23' ERCP OUTFALL CROSS SECTION o � U toll acc r- I-- W � O N C4 _ 00 0O H 3 Z � Z� lQil � W � � w o � .-wwQc�p�3�W ar=-a��aO KSaF�i L 0W8�m�z3�a�061��3w�aU U� ML J Q (D J Q 0) W �o LLw ZoQ pW0W . a zaw ~�o> � N U) Z�t M W o _ LL- (n 04 Woo M— zQ> W Co ILL W � � W > cv �CY) ._J j Qo zN U �ti C� V? (10 ::D Z d OZO Ld ZQQ J J U -i a LL w t— — U w U LAJ (n 0 (,o I- 5. o w U w a�wo wQ� Qr-� c Z ck� f..- F- w V) ~ cn �> Z W Z LAJ LLLJ o _ gp86� � cl- ENGINEER CER7inCA710N ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITiLE FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DAT>EMAR 2 s SHEET 11 PROJECT NO. 07-027 _U1 30"x3O" 24"x3O" 24"x3O" 30"x30" 30"00" 24"x48" 24"x48" SIGN SPECIFICATIONS: SIGN FACE —ENGINEERING GRADE REFLECTIVE SHEETING STEP =--= SIZE — AS SHOWN - -- COLOR — AS SHOWN HEIGHT — 7' MEASURED FROM BOTTOM OF THE SIGN TO HEIGHT OF THE NEAR EDGE W 1 —7 W 1-6 OF PAVEMENT, OR TO TOP OF DEAD END <NO TLET THE TRAFFIC SEPARATOR. BLACK ON YELLOW BLACK ON YELLOW R 1-1 R2-1 R4-7 THICKNESS (ALUMINUM) : .080 INCHES THICKNESS (FIBER GLASS OR PLASTIC) : .120 INCHES — WHITE ON RED BLACK ON WHITE BLACK ON WHITE W 14-1 W 14-2 BOLTS: 3/8 " x 3/4 " W/ HEX NUTS, 2 (MIN.) PER SIGN LOCATION: 100' TO 200 FROM LOCATION: ON THE END OF TRAFFIC SEPARATORS POSTS: SIGNS 9 SQUARE FEET AND LARGER SIGNALIZED INTERSECTION AND AT SIGNALIZED INTERSECTIONS; BLACK ON YELLOW BLACK ON YELLOW SHALL BE DOUBLE POSTED. 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. Im r CASE 1 YELLOW ® CASE 1 j ® YELLOW �0 CO 0 0 0 CASE 1: Yellow baked enamel with nine 3" yellow reflectors, or yellow high intensity sheeting without reflectors. 5' GRADE I�� I W1-7M BLACK ON YELLOW w1-7 #q- SIGN LOCATION AT "T" INTERSECTION SIGN LOCATION W1_7 CASE 2 AT DEAD END STREET 2' W1-7 RED ® CASE 2 (red) Wttl1 two, CASE 1 S ® ® 0 2' 4' CENTER TO CENTER CASE 1 • • (yellow) YELLOW ® CASE 1 CASE 1 • ,•• \ 10' ••• ••i • 0�� ® YELLOW®®� (yellow) :• •.' '� 8' 4' 4' 4' 4' 4. Q 0 Q 2. 5' 5' 7' rfFR1-1 GRADE t4� I 3' 3. I 3, CASE 2: Red baked enamel with nine 3" red reflectors, or CL i 5' 12' �t0 HANDICAP SIGN No. Ern-25 r 6. 20 OVERHANG N----�`� I 6 " 6' WHITE STRIPE 2.V OVEIMIG A 8' COHCREIE O 4' O.C. WHEEL STOP o EXCEPT WHERE AWACENi7 TO CURB OR SIDEWAI X 8' CONCRETE 6' WHITE STRIPE WHEEL STOP TYPICAL gg EXCEPT WHERE ADJACENT o c7 TO CURB OR SIDEWALK 6' WHITE w 8_ WHiTE STRIPE, STRIPE (T)P) BLUE IF ADJACENT--2 a HANDICAP STALL CAL 6' BLUE STRIPE TYPICAL 6' WHITE STRIPE TYPICAL WHITE STRIPE TYPICAL TYPICAL HANDICAP PARKING TYPICAL STANDARD PARKING j STALL STALL N.T.S. N.T.S. NOTE, A). ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE, RETR"EFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD& BRIDGE CONSTRUCTION, 1996, SECTION 710, R> 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. i 50' a 11 20 OVE114M. EITHER SM it) OR PAVEMIT PER R M H' c6rTCRETE � WHM STOP d EXCEPT WHERE ADJACENT TO CURB OR SIDEWALK 0 6' WHITE----- IPE (TYP) WHiTE STRIPE TYPICAL TYPICAL COMPACT PARKING STALL N.T.S. Q LONE250' 500' 500' 10 red high Intensity sheeting without reflectors. ROAD CONSTRUCTION \ 1500 FT #3 SiGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) b �I aoV U U U U Work~Are' �j 500' 01 500 01 500' L c� Cones Or Tubular Markers At 25' Centers And Type - Or Type -- Barricades Or Vertical Panels 0 Or Drums At 50' Centers For First 250 , Thereafter ROAD ONE LANE Maximum acin Between Devices FT. To Be Cones Or Tubular Markers At 50' Centers And CONSTRUCTION ROAD p g ( ) 1500 FT 1000 FT Equal To The Speed Limit (MPH) But Not GreaterTYpe - Or Type -- Barricades Or Vertical Panels 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 speeds 45 mph 'F Pavement Repair lane, leaving the opposite lane open to traffic. W for speeds 40 mph Utility Work 2.' All vehicles, equipment, workers (except flaggers) Bridge Repair and their activities are restricted at all times to Where: Guardrail Work one side of the pavement. W= Width of lateral transition in feet. 3.If the work operation does not exceed 60 minutes, S= Posted speed limit (MPH). traffic control will be in conformance with Index No. 607. 9, The ONE -LANE ROAD signs are to be full covered and the SYMBOLS FLAGGER signs either removed or fully covered when no work CONDITIONS 4. Additional one-way may be effected by the is being performed and the highway is open to two-way traffic. ® Work Area ,control following means: 1 Flag -carrying vehicle (2) Official vehicle 10. Arrows denote direction of traffic only and do not reflect WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES i 3 Pilot vehicles (4) Traffic signals pavement markings. P 9 Sign With 18" x 18" (Min.) Orange 11. Longitudinal dimensions are to be adjusted to fit field ENCROACH THE AREA BETWEEN Flag And Type B Light When flaggers are the sole means of one-way control condifions.See Index No. 600. N THE CENTERLINE AND A LINE 2' the flaggers shall be in sight of each other or in OUTSIDE THE EDGE OF PAVEMENT Type -, Type -- Or Type � - Barricade direct communication at all times. 12. When a side road intersects the highway on which work is being traffic devices be Or Vertical Panel Or Drum 5. The first two warning signs shall have a 18" x 18" (min.) performed additional control shall erected in accordance with other applicable TCZ Indexes. o Type Or Type -- Barricade orange flag and a Type 8 light attached and Or Fbpephting times. vertical at all Or Cone Or Tubular Marker Or Drum 6. Mesh signs may be! used for (Daylight Only) operations 13. For general TCZ requirements and additional information refer to Index No. 600. Work Zone Sign Type B Lights and Orange Flags are not required. TRAFFIC CONTROL THROUGH WORK ZONES TWO-LANE, TWO-WAY RURAL I -' Flogger 7. The FLAGGER legend sign may be substituted for the OPERATIONS ONE DAYLIGHT symbol sign. i PERIOD OR LESS MAINTENANCE OF TRAFFIC PLAN 1 of 1 603 #5 CHANNEL POST 3' ANY 51. BRACKETS BLADES POST: Steel flanged channel post w/ baked green alkyd or 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 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 SCOTCHLITE BACKGROUND OR 1/4" Y8_ C EQUAL DIMENSIONS -- 6" MIN. H, 24" , 30" OR 36" L. LETTERS: NAME - 4" SERIES 'B' # 2270 SCOTCHLiTE (SILVER) OR EQUAL - SUFFIX - 2" 5/8" R. SERIES AS ABOVE. d, NI POST 1— 1i1 rVi C< N o 3 6 -i Z 00 � � w w ZOV'av �ws c9 r- w �wwo�om3�� a�a��Wo�aa~3 zorwz-}QowpZW�a� _= z . �a33w��3w0a0 3/32" 12 M 6 d POST: STEEL FLANGED CHANNEL POST WITH 5/8" R. *AT RADIUS DIMENSION TOL. 2.00 3.00 BAKED GREEN ALKYD OR GALVANIZED FINISH PER J WHEN POSSIBLE 'A' f 3/321 " " A.S.T.M.-A-123. WITHOUT ANCHOR PLATES. EXTRUDED TYPICAL STOP 'B' - 15j✓32-" 7/8 t 1/8S - 1/18 M 1/2 J BLADE SECTION SIGN PLACEMENT - 9/132 5/16 " STOP SIGN: R1-1 MUTCD - 30" x 30" (ENGINEERING GRADE) n UNCURBED SECTION ,p, ; �321 " 3/16 7/32 LOCATION: ONE PER INTERSECTION AS INDICATED r ON THE PLANS. CHANNEL POST M1-4 WHITE ON BLACK 6 STREET NAME SIGN �~1 GENERAL SPECIFICATIONS: (SNS) or (D-3) v.I FLAT PLATE, Alcoa # 86054.6063-T6 alloy, etched, degreased with #1200 olodine finish front view06 with #2277 green Scotchlite background or equal. 24", 30" or 36" long W Dimensions: 8"H, 24",30" or 36"L., .08" thick aluminum Multi -lane roads Dimensions: 12"H, 24",30" or 36"L., .08" thick aluminum sT. "/ " — Letters: 6 "/8" 8 12 �'— name - 6" series "B" #2270, suffix letters - 3". 4 1 ANYScotchlite (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 i i I 18 GREEN BORDER i NO TRAILERS Co 18" CAR PARKING ONLY BLACK ON WHITE GREEN ON WHITE NO MOORING SiGN NO TRAILER PARKING SIGN N.T.S. N.T.S. NOTE: ALL SIGNS TO HAVE CHANNEL POST. SEE DETAILS ABOVE (SHOWN WITH STOP SIGN) KEEP INDIAN RIVER BEAUTIFUL Help protect manatees, other wildlife, native seagrasses and other History,. Dispose of fishing line and hooks in the a monofilament box. N Dispose of trash in' the trash recepticle.! NO MOORING 18" GREEN ON WHITE 'KEEP INDIAN RIVER BEAUTIFUL' SIGN N.T.S. Z U Q- M to Q v c J '— Q E 0) _J o00 Ua T UFTO O O G CDQ AOW--I O m Q Z W O N T-O 4rrC1 Z0LUo Ch li (n 04 ZZ O 41 p 0 ~ ZQJ Co u- W `J U >N j Q o (r) ZN v IW'_ Z o�oZ Z O Q� Q a J U C/) � Q l..t.1 (n:2WW >ncari I-- LAJ U w rk� w 0 Lil Cl- BIZ ry f— W— �ZW Z�W a > � 8d Z � ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑ WIW AM P. STODDARD FL REG. NO. 57605 DATE:4R z 6 2009 SHEET 12 PROJECT NO. 07-027 GENERAL NOTES: 1. NUNS ANU FAVLMLN T 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 ITHEFINAL 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 I.LINE. i 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. 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 [fl AND 0B BUT NO MORE THAN 18" APART 19. EPDXY SHALL BE USED WHEN INSTALUNG 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. ' O' 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 81-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 MONODIRECTTONAL WHITE, AND BI-DIRECTIONAL YELLOW. 27. RPMs SHALL BE POS11IONED IN ACCORDANCE WITH FDOT INDEX NO. 17352 AND THIS PLAN, BUT INSTALLED ON -THE -STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARD. 0 #C TYPICAL TURN LANE ARROW N I 15" 100 FT MAXIMUM DISTANCE BETWEEN ARROWS LEFT AND RIGHT TURN LANES 0 6' TO 10' INSIDE PER PLAN GAP MIN. 3 GAP MAX. C C STANDARD CROSSWALK o NOTE: 1 HANDICAP OR WHEEL in CHAIR ACCESS RAMPS DICTATE SHOULDER TYPICAL CROSSWALK PLACEMENT F cl STANDARD CROSSWALKS SHALL SHOULDER BE INSTALLED AT SIGNALIZED , OR STOP SIGN CONTROLLED ; INTERSECTIONS AS PER DESIGN CROSSWALK & STOP BAR PLACEMENT # 1 THERMOPLASTIC GORE FOR DISTANCE 'Z' SEE BELOW. # 5 RAISED MEDIAN WITH TAPERED NOSE i GUTTER 10' NOTE: REFLECTORS SHALL BE EQUALLY SPACED BETWEEN ® CURB AND ® , BUT NO MORE THAN 18" APART. BI-DIRECTIONAL AMBER REFLECTORS ---- I=* ## 9 SKIP LINE , „" Q # 2 THERMOPLASTIC ISLAND # 3 EDGE OF PAVEMENT CROSSHATCH #- 4 GRASS MEDIAN WITH CROSS HATCH 'z' R4-7 W/CASE I j B'z' D ■ ■ ■ ■ . j i j , ■ i ■ K p71 Z ■ BI-DIRECTIONAL AMBER REFLECTOR EDGE OF PAVEMENT BI-DIRECTIONAL AMBER REFLEC OR FOR DISTANCE Z SEE BELOW. FOR DISTANCE 'Z ' SEE BELOW. FOR DISTANCE Z,� SEE BELOW. # 6 RAISED MEDIAN WITH CROSSHATCH # 7 # 8 SOLID LINE WITH SKIP 0 3 � \ R4-7 W/CASE I REFLECTOR PLACEMENT FOR TWO LANE BRIDGE Z °° B C� (SEE NOTE 6 & 7 z BI-DIRECTIONAL AMBER REFLECTORS Q Q K z� o A � Wz_�W�w zWW . • _ _ x U O w N' i-w�Upm3�W �W-�Qaa�V SOW ■ A L �W}¢}�=zW�g ■ ' Z�Fx-W�OWO=m0 A BI-DIRECTIONAL AMBER REFLECTOR 40 '-0" �°3zz)a� xxxx n FOR DISTANCE 'Z SEE CHART2. I # 1 o THERMOPLASTIC MEDIAN AT INTERSECTION # SKIP LINE WITH # 1 2 D OU BLE SOLID LINE V z V NOTE: REFLECTORS TWO WAY LEFT TURN o CD SHALL BE EQUALLY = N h SPACED BETWEEN ® J Q B AND ©, BUT NO (l-� A Q W a MORE THAN 18" �.- ■ ■ ■APART. W O N 40'■ A K IJi can ■ J ■ ■ ■ 00 ■ WaWJ 40' RADIUS L"_I FOR DISTANCE 'Z ' SEE BELOW, # 13 RAISED MEDIAN - CHANNELIZED LEFT TURN/DIVIDED ROADWAY # 1 4 GRASS MEDIAN I ■ ■ MONO -DIRECTIONAL AMBER- R6-1 W/CASE 1 3' GAP "�GRASS MEDIAN (NO CURB) CONC. SEPARATOR B D A �� M F.D.P.'S A ■ . ... .. . . . NOTE: REFLECTORS , , • , • , • ' • ' • '- D :=1 a :• SHALL BE EQUALLY °' °' SPACED BETWEEN ❑A • • .° R AND [B], BUT NO R ' e� ' e�•' °'n: a• M MORE THAN 18" 3' GAP ►• APART. ° o O RIGHT TURN LANE • R6-1 W/CASE 1 2 CONC. SEPARATOR MONO -DIRECTIONAL AMBER) NOTE: RAISED CONCRETE ISLAND DENOTES DIRECTION OF FACE OF REFLECTIVE PAVEMENT MARKER. PAVEMENT MARKERS SHALL BE PLACED ON TOP OF CONCRETE ISLAND 18" APART I TAPER ACROSS SIDE STREET OR .MAJOR DRIVE SIDE STREET OR COMMERCIAL DRIVEWAY -' ' -BI-DIRECTIONAL AMBER REFLECTORS g p RECTIONAL AMBER REFLECTOR A Q o m :2 FC�l zow > V , i � N Q � # 1 5 RAISED CONCRETE # 16 # 1 7 RAISED CHANNELIZED z o N TRAFFIC SEPARATOR RAISED MEDIAN WITH RIGHT TURN LANE ISLAND g w o 10' 10' S' S' TAPERED NOSE W Q ? ti CnN B B ■ e �� 10, 10' ■ NOTE: REFLECTORS o o ~x SHALL BE EQUALLY - Z Q > a ■ ■ SPACED BETWEEN `-' m w TRAFFIC SEPARATOR AND© , BUT NO W 0r I ■ -r h MORE THAN 18" > N �^\ A APART. W c V I o_/ BI-DIRECTIONAL o Z)_ AMBER REFLECTORS NOTE: REFLECTORS Z N NOTE: REFLECTORS SHALL BE EQUALLY SHALL BE EQUALLY 1 INSTALL AT DROP SPACED BETWEEN® SPACED BETWEEN ® RIGHT TURN LANE ONLY U AND© BUT NO AND[B] , BUT NO A R MORE THAN 18 MORE THAN 18 z RAISED REFLECTIVE APART. APART. PAVEMENT MARKERS (RPM's) 1 ao'-o" I A FOR DISTANCE 'Z' SEE CHART 2 i 4' MIN SHOULDER 4hneinw lonnlh'e ohnll ho inn food n4 nll qi inl lu* nnnlfnnFinne w:+l. I)rn' ..F R'-i n, . L..... LENGTHS CHART #1 OF APPROACH STRIPING (FT.) SEE NOTE 5 & 6 CHART #3 SINGLE TURN LANE STORAGE (MINIMUM - FT) 1. 2. 3. 4, 5. 6. CHART #3 NOTES: STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' SHADOW. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALIZED. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY 2 MINUTES. 6' - 10' WHITE SKIP LINE LENGTH = 180'. USE OF SINGLE LEFT TURN FOR VOLUMES IN EXCESS OF 250 REQUIRES APPROVAL FROM THE COUNTY TRAFFIC ENGINEER. A B C D E F G H 1 1 K L N P= Q R S T NOTE: = = = = = = = = = = = I= = = = = = STRIPING KEY 6" SOLID WHITE 8" SOLID WHITE 12" SOLID WHITE 18" SOLID WHITE 24" SOLID WHITE 6" SKIP WHITE TYP 10'-30') 6" SKIP WHITE TYP 6'-10') 6" SKIP WHITE TYP 2'-4') 6" SOLID YELLOW 18" SOLID YELLOW 6" DOUBLE YELLOW 6„ SKIP YELLOW TYP (10'-30') 6" SKIP YELLOW TYP (2' ) -4') RPM MONO -DIRECTIONAL WHITE/CLEAR RPM BI-DIRECTIONAL AMBER/AMBER FDP WHITE FDP YELLOW RPM BI-DIREC. WHITE/RED FDP DENOTES FLEXIBLE DELINEATOR POST. TURNING VEHICLES PER HOUR MPH 30-60 61-90 91-120 121-15 151-18 181-21 211-240 241-27 271-30 >301 SPEED �/ DISTANCE /� 55 365 390 415 440 465 490 515 540 565 590 50 300 325 350 375 400 425 450 475 500 525 30 500 45 280 �80 295 320 345 370 395 420 445 470 35 550 40 280 280 280 280 285 310 335 360 385 410 40 600 45 700 35 280 280 280 280 280 290 315 340 365 390 50 800 CHART 2 DISTANCE BETWEEN CROSS HATCHED LINES C H A R T 4 # DUAL TURN LANE STORAGE MIN.- FT TURNING VEHICLES PER HOUR CH ART #4 NOTES: 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100' SHADOW. 2. APPLIES TO RIGHT OR LEFT TURN LANES. 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY 2 MINUTES, AT 95% LEVEL OF CONFIDENCE. 5. ASSUMES 50% - 50% LANE DISTRIBUTION. 6. 6' - 10' WHITE SKIP LINE LENGTH = 250'. MPH 0-240 241-300 301-360 361-420 421-48 481-540 >541 55 490 515 540 565 590 615 665 POSTED SPEED LIMIT (M.P.H.) Z (FT.) 50 450 450 475 500 525 550 600 45 450 450 450 450 470 495 545 S 40 20 40 450 450 450 450 450 450 465 45 30 35 450 450 450 450 450 450 485 > 50 40 Z � 0 Z 0 ry Z O Q�QI- {nF_JU Z Z Q �-�- t/i�Ww W c n > V) a IL o w U w o WQ �0wf: ry IZ w N F- cn >_ Z � Z W LL_> O 'Q >--��ry Z (-)I MINEER CERnACAnoN ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BILE FL REG. NO. 57396 ❑IMWAM P. STODDARD FL REG. NO. 57605 DATE: MAR 2 6 SHEET 13 PROJECT N0. RODE N i I M-1 M-4 M-7 M-9 M-12 DETECTION TAPE ASBUILT 8" PLUG M-15 M i$ o T.O. o+oo INDIAN RIVER COUNTY T.Q.P. aL. 4.6s NOTE: A MINIMUM TEXT SIZE PROVIDE TRENCH GRADE OBSTRUCTION 36" (MIN) 1/8" SHALL BE REQUIRED DEPARTMENT OF UTILITY SERVICES COVER rRM STA. 0+37 ON ALL ASBUILT SURVEYS SLOPE AS REQ'D CO R AS -BUILT REQUIREMENTS SEE NOTE NO 6) ASBUILT 8 P.V., R-6 TURNS PROVIDE TRENCH + ee T.O.P. aL. 4.40 SLOPE AS REQ'D GRADE R/W 1. All as -built drawings (24"x36") shall state in 1" lettering "AS-BUiLT" located * PRESSURE MAIN TRAFFIC BEARING UTILITY 3" FIBERGLASS POST 10' ROADWAY 10' 1 RESTRAINED BOX AND TOP NTH LIFTING L ASBUILT 8" 90' BEND in the bottom right hand side of the drawing original and/or copies, along with METER BOX TO BE GRADE �& the as -built date. JOINTS - DEVICE IN TOP. IDENTIFY cMONUMMT 7rm NOW4 STA. 0+82 45' OR 22 1 2' USED FOR VENTILATIONWTH N BENDS (M.J.� UTILITY (SWALE) PAVING STA7EPL E 000ROl�tts T.O.P. aL. 4.42 ENCASE AS REQ'D 21( MIN) CASING VENT AM SHOW ON ASSUIL's ASBUILT 8" FORCE MAIN 2. All state plane coordinates shall be based on the Florida State Plane ( ) Z SPSCLAL UTILITY cRosslNG - FrrneG TYPE GRADE (ROADWAY) of -SIZE OF MAIN (SEE M-13) PAVEMENT +- Horizontal data (East Zone); or Florida High Precision Geodetic Network s" MAX LAYERS ELEVATION F.M. UNDER irilr. STA. OTFSZr RBEND (superstatioi) and NAD 83/1990 - final adjustment; SEE NOTE 4 .. OR OTHER APPROVED � *18• MINIMUM CLEARANCE REQUIRED FOR WATER, STO@tf. WATER, AND SANITARY SEWER MAIN CROSSINGS .... - ..: � - • :.;i D .��..:::::.�....:.............. ROCK BASE••..•......................::.:.....�....... tr/aNCASaYaRT T.O.P. XL, 4.88 STA 123+f8 (18' L) MAINTAIN TRENCH Lit METHOD TO ACHIEVE IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT \ \` `• :� • \ W.M.T.O.P. Sr. 6.44 3. All elevations shown shall be based on 1929 NGVD. WIDTH 2'-0" ABOVE >p 98% COMPACTION IS REQUIRED (SEE NOTE 5A) //\//\//\ // Fd I m ASBUILT 8" 22 1/2'BEND F.Y. VND R Sex. S. TOP of PIPE /\/\/ jam' \\/ -SERVICE 36' (MIN) AIR RELEASE STA r+22 OFFsar TR Ira/. T.O.P. RL. 6.60 -\\�\\�\\ �: \ VALVE OVER W.M. T.O.P. ar. 6.62 Sex. S.T.O.P. XL. 8.40 4. All incoming as -built drawings (24"xW) shall be received on a CD, as an LOPE TO �� AIR RELEASE !f . /GRAVEL OR , - - - - - ., - - - - - - - - - - - - - - - - tr>� T.O.P. ar e.43 STA 1+28 orFsaT TR ASBUILT Se Tarr copy, AutoCad 2000 format, with a tie to a minimum of two {2) GRADE /\\ STA 1+88 ASBUILT A.R.V. TAP electronic c OBSTRUCTION a? _ + 36 (MIN) COVER VALVE AS Y' Z Z LEEVE state plane � coordinates. {NOTE: Prior to submitting the electronic copy, one 'k 1 DRAINBOX o' f 1 co of each as -built shall be submitted for review and approval. After MAXIMUM WATER _ FOR ACCEPT. I APPROVED BY IRGDUS )`Y. • -DEPTH OF COVER - _ _ _ 3" p.V T.o.P. aL 6.32 O copy ) 2 PRESSURE MAIN � '*' VENTILATION • c� , 11' Ra/4 TDxx all approvals, a (24"x36") Mytar reproducible along with five (5) signed and MAX BLE -- 74' -0' C MIN) ' Y POLYETHYLENE TUBING ;° O - - - - - - - - - - - - - - - - - - - - - - - CORNER sealed copies of each as -built shall be submitted.) SEE NOTE N0. LEVEL ALLOWABLE + LAYERS DEFLECTION CENTER A FULL LENGTH OF PIPE 2" DIAMETER . .i?i STA 2+76 x OF BLDG. DURING CONSTRUCTION • ENCASE AS REQ'D AT THE POINT OF CROSSING STAINLESS STEEL 1' F.Y. RNDER Tar. R i1 5. All engineering or surveying as -built drawings shall be tied to a minimum of AT 98% 2" DIAMETER to 9 9 Y 9 9 „ DUCTILE IRON TO EXTEND a STANDARD UTILITY CROSSING - DEFLECnON TYPE NIPPLE •�, DUCTILE IRON M.J. F.Y. T.O.P. aL. 5.s5 ro °, + one (1) permanent reference monument {P.R.M.) that steal! be tied to a )TLEVATION r' STAINLESS STEEL ONE LENGTH MINIMUM CLASS 52 PIPE TO tar. ar. 6.26 r� / NOTES NIPPLE FINISHED GRADE $ a$ minimum of one (1) section comer or one -quarter (1/4) section corner 3 4" DIA BEDDING ROCK {: COOF whichever is closest to the project. State pions coordinates shall be physically OR PEA ROCK WHERE 12" PIPE 12" UNDISTURBED 2" STAINLESS STEEL i?• ELEVATION R/WV PROP. ua 2Vshown on the drawingnext to the P.R.M. used. CONDITIONS REQUIREOD DOUBLE SOIL 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER D STRAP T 2" CURB STOP 3+010 TRENCH WIDTH SPECIFIC ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE SERVICE SADDLE J�. 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. PROVIDE OFFSET 0D (2 COATS MINIMUM) z CUT OUT FOR OD - NOTES OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. OF MAIN +4. 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 `T 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 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 1/2 CUBIC YARD ELEVATION PLACE OVER PIPE IN VALVE LOCATION 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 DRAIN ROCK WATER MAIN/WASTEWATER MAIN 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. COUNTY WATER DETAIL SHEET FOR FURTHER INSTALLATION DETAILS. 5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 6. SEE TRACER WIRE DETAIL M-14. 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL NOTES 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 1 MARKER TO BE PLACED DIRECTLY OVER PIPE MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION• WATER LINE ANY PERMANENT ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, CARRIER PIPE SIZE STEEL CASING MINIMUM WALL THICKNESS 4" 12" .188 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" 84" .625 48" 96" .625 T T 121+00 122+00 123+00 P1°' 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) ASBUILT 8" P.V., ST 2 7s . r T.O.P. aL. 4.4-0 7. All utility) as -built construction plans that are located within a distance of one 1 mile from an Indian e () y t dlan 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 comer. 1. ITALAUCIZED PRINTING, SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE 8. All as-builts shall clearly depict 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 -bunts will not be SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A CD IN AUTOCAD 2000 FORMAT OR LATEST VERSION. accepted unless the verbiage "Proposed" and/or "To Be constructed" have been 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. constructed terminology, will not be accepted.' ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE 3. TOP OF PIPE ELEVATIONS de STATIONING TO BE TYPED, LISTED SEALED BELOW", CAUTION: FORCE MAIN BELOW", OR "CAUTION: REUSE WATER MAIN CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. do SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASt VALVES AS BELOW". TRACE WIRE SHALL ALSO BE USED CONTiNUOSLY ON ALL PIPE. UNDERGROUND UTILITIES (LE. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION CONSTRUCTION PROCEEDS. 9. All as-builts shalt be certified by the project engineer or contracting IRCDUS. 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO surveyor. (SEE DETAIL M-14). MAINS ETC). 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND B. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND NOTE CLOSE EACH VALVE. 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED RE -USE MAIN VALVES. 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 5. CONTRACTOR TO PROVIDE NAME R BUSINESS OR RESIDENCE, STREET ADDRESS BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. or All projects, which utilize lift stations, shall specify on plans as to whether SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, THE PIPE FROM THE TOP OF THE BANKS OF ANY BODIES OF WATER (I.E. STORMWATER CROSSING. PRODUCTS LIST. 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 WHICHEVER IS MORE STRINGENT. PONDS, CANALS, ETC) U11UTY LINES SHALL BE SHOWN WITH A THIN DASHED LINE. county. 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM 3. SEE TRACER WiRE DETAIL. (M-14) 7. ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE HORIZONTALSEPARATION OF 6' (PREFERABLY 10-) EXISTS AS MEASURED FROM THE PARCEL ID III INDICATED IN PLAN. ] 1. All fire hydrants and valves shall be located with state lane coordinates OUTSIDE WALL OF EACH MAIN. Y P (� and shall be identified on the as -built. * SEE INDIAN RIVER COUNTY WATER DETAIL SHEET FOR FURTHER INSTALLATION DETAILS. PERMANENT CASING INSTALLATION S TA L L A TI O N (UNPAVED EASMENTS) (AUTOMATIC -WATER /SEWER) AS -BUILT DRAWING 12. All as-builts shalt be complete and approved before commencement of LT TRENCH DETAIL UTILITY CROSSINGS AIR RELEASE VALVE DETAIL LAND MARKER DETAILS (EXAMPLE) DR) field test' I I I i M-2 ! M-5 M-8 M-10 M-13 M-16 M18A II ASPHALT SURFACE FINISHED GRADE FINISHED GRADE INDIAN RIVER COUNTY TRENCH WIDTH I (----- 36" SQUARE 24^ SQUARE DEPARTMENT OF UTILITY SERVICES MECHANICALLY TRENCH WIDTH 'W' + 4' MIN t �- �I �\�y/� \ / \j(\//. SURVEY REQUIREMENTS SAW EXISTING SURFACE RESTORATION PAVEMENT 6" • 0 1n :• 180' RETURN BEND CONC. ENCASEMENT 6" MIN. MIN BASE TIN •�� I 1. All Construction and/or Route surveys shall meet the ' BETWEEN OUTSIDE DIAMETERS minimum requirements of the Chapter 61 G67, Florida I OF PIPE {TERS q P e ' (7) - N0. 3s STAINLESS STEEL • I (1)CONTINUOUS-.3 I 1/2' PVC 01 Ate" 3" PIPE Administration Code Pursuant to section 472 of the Florida AIR RELEASE AND FITTINGS INSECT SCREEN ` 1 316 STAINLESS STEEL Statutes. CONCRETE k0 VALVE RXMEfER Pt1S _////_ N SEWER 2 All state plane coordinates shall be based on the Florida T -•"PAD /NUOUS r LONG (TYrpmo DE • WATER VALVE BOX SLITYPE SLIDE TYPE o MAIN L State Plane Horizontal data (East Zone); or Florida High BASE VALVE Dox TYPE II "� - SECTION A -A Precision Geodetic Network (superstition) and NAD 83/1990 - ///✓////////// REPLACEMENT ,�, ��-I I DETECTION TAPE / / / / / / / / / / / / DUCTILE IRON STAY -PUT COVER UTILITY OTHER final adjustment. (SEE NOTE NO 8) / / / / / / / / / LIMEROCK BASE POLYETHYLENE RAISED LETTERS MARKED: 2" STAINLESS 1� SEWER IN 3 LIFTS AT cuRe STOP eox WATER,• 'SAN. SEWER: OR STEEL NIPPLE 2' DIAMETER PLAN VIEW I SANITARY CONCRETE 3. All elevations shown shall be based on i929 NGVD. 98% 'REUSE WATER" AS APPLICABLE STAINLESS STEEL SEWER ENCASEMENT 6" (MAX) LAYERS OR 70 BRASS VALVE INDICATOR NIPPLE PARTIAL CONCRETE OTHER APPROVED METHOD (SEE NOTE 6) ANC of TOP saR I +o AM OF ENCASEMENT 4. All incoming route construction survey drawings shall be TO ACHIEVE 98X COMPACTION `4 NET (+) z Z received on a CD, as an electronic copy, AutoCad 2000 24' (MAX) ' •'•'�':•: 2" STAINLESS STEEL °�("""' I 5 M 2'-0" MIN. format, with a tie to a minimum of two (2) state plane 2"STAINLESS STEEL CASING PIPE (DIP MAXIMUM WATER LEVEL / _ •� " DOUBLE STRAP WATER o - - + / 4" MAX CURB STOP b coordinates. {NOTE: Prior to submitting the electronic copy, ALLOWABLE DURING I \ SERVICE SADDLE OR OFFSET WITH BENDS MAIN I WATER MAIN [� r \/ LAYERS •' :� +. - BINH) DRILL OR THREAD OPENING, o 0 one (1) copy of each as -built (24"x36") shall be submitted CONSTRUCTION / / A5 REQUIRED N WATER LINE TO PP approvals, a (24"x36") My1ar FLANGED TEE N WELD CONNECTION, OR 4^ /� A7 98%� 6" SADDLE AS REQUIRED BE OVER TOP for review and approval. After all ` TYPE i TYPE II $ OF SEWER LINE reproducible along with five (5) signed and sealed copies of WHERE CONDITIONS PERMIT �_ WHERE POSSIBLE each as -built shall be submitted. 4 / 3/4" DIA BEDDING ROCK 12' PIPE 12" g 7�• 2 v THE LOWEST POINT QF CONFLICT OR PEA ROCK WHERE OD UNDISTURBED SOIL RM TO EXTEND MAIN AT OR ABOVE V, OF GRAVITY CONDITIONS REQUIRE ABO`�E EXTENSION WRAP WITH 7- MAIN FILTER CLOTH NEOPREME BOOT WITH I A 5. All construction surveys shall be tied to a minimum of one TRENCH WIDTH PROVIDE EXTENSION MARKER STAINLESS STEEL STRAP (1) permanent reference monument (P.R.M.) at the end of ELEVATION AS 5H0WN B"u each project. One P.R.M. shall be tied to a minimum of one TRACE WIRE ELEVATION NEW �• MEIN �_ (NO JOINTS N9M YANHOLO (1) section comer or one -quarter (1/4) section comer WATER MAiN/WASTEWATER MAIN JEAFMAIN S r__r(k+) 11 CLASS 1 CLASS 2 whichever is closest to the project. State plane coordinates shall be physically shown on the drawing next to the P.R.M. NOTES • ' T T ENCASEMENT DETAILS 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE used. 12MIN) NOTES ( I II N.T.S. 6. All surveys that are required for the use of engineering AVOID design, and are located within a distance of one (1) mile from APPROVED METHOD OF CONSTRUCTION. ELEVATION 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE gp �e��{ NM(IM 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 1 1 s s any Indian River County Global Positioning System (G.P.S.) CONDITIONS MAKE IT INACCESSABLE MAIN OR AS REQUIRED BY THE AR OF 21) SQ INH F( Y ]. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN control project monuments, shall be tied into the GPS 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATERIALS IRCDUS. MAI & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED monument from one (1) permanent reference point or the AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND ELEVATION IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A subdivision comer that is along the survey route and shall 4. COMPACTION PERCENTAGES SHOWN REFER TO AH INDIAN TRIVER NOTES PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO then be tied to the survey base line. 5. PUBLIC WORKS/FFDOT STANDARDS COMPLY WITH INDIAN RIVER COUNTY AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE NOTES LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS CROSSING. NEW STEEL CASING 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES 3. SEE TRACER WIRE DETAIL. M-14. OR P.E. PIPE 7, Horizontal Control Monumentation for utility tines shaft be a 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". (SEE M-11). 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ELEVATION 2. MAINTAIN 10 HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER " AS A MINIMUM. minimum of two (2) points at a maximum of 1,400 feet 8. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER 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 between points and shown an all plans. MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BOXES. SHALL BE USED. BY IRCDUS. i 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES 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 SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED 8. Vertical Control (when required) for linear utility lines, such BELOW". TRACE WIRE SHALL BE USED CONTINUOSLY ON ALL PIPE. 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. GRAVITY WASTEWATER SYSTEMS. ITS ENTIRE LENGTH. as sewer, shall have a maximum of 1,100 feet between (SEE DETAIL M-14), (SEE W-1). 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER construction or established benchmarks. 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE 3. REFER TO M-12 FOR CASING SIZE. IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. 4• WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY existing 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. WATER MAiN VALVE - WHITE SEWER PIPE) AND A WATER MAIN (OR FORCE MAIN) THE WATER LINE (OR FORCE MAIN VALVE - GREEN FORCE MAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. REUESE MAIN VALVE - PURPLE AIR RELEASE VALVE DETAIL (PAVED AREAS AND SHOULDERS) 41! ABOVE GROUND JACK AND BORE TRENCH DETAIL VALVE AND BOX (AUTOMATIC - WATER/WASTEWATER) CONFLICT MANHOLE (CASING VENT) UTILITY ENCASEMENT I - M-3 M-f M-8A M-11 M-14 M-17 M 18B i INST FINISH GRADE el%R1 MOE of GENERAL INFORMATION TO BE SHOWN ! PAVEMENT �• r✓rah' ��✓, X !%y ON AS -BUILT AND SURVEY DRAWINGS 24" X 24" X 6" THICK FlBERCRETE PAD AT12- EACHr VALVE BOX SHALL BE 36"x 36" IF ( CARRIER PIPE LOCATE TAPE- j. Existing right-of-way limits and/or easements LOCATED IN TRAFFIC WAY) (ALL RESTRAINED) 20'-0" + IDENTIFY UTILITY S.S. NIPPLE (TYP.) within the limits of construction. 4" STANDARD THREADS =nNUOUS J10 STRANDED (WATER OR SEWER) 2"0 CURB BOX O coppER TIvcE WIRE GRADE IF AVER ACTUATED 2• Survey baseline stationing every 100', control points TO HOUSE TRACE WIRE o 2'-6" 5'-0' 5'-0' 5'-0' 2'-6" ELEVATION -SERVICE DETAIL (ROADWAY) GRADE (SWALE) " set eve 500', and at an le thane of direction. WITH DUCTILE IRON LID STRIP 4• (MIN) 2 MIN. (WASTEWATER) every 9 9 A 3. Show cross section elevations at grade every 100' °EACHNTrcHn,o o� TAPS • . RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER PIPE D. I. P. P. V. C. PIPE DIAMETER DIAMETER (INCHES) 90' 45' 22 y, 11 ',( 90' 45' 2214 11 +,(' (INCHES) s" 4" e" e" 10" 12" 18" 20" 24" so" s' 30' 1S' 10' 5' - 20' 10' S' S" 0 0 0 0 0 0 0 0 0 0 4' 35' 15' 10' S' ST 2V 15' 10' 4" 40' 0 0 0 0 0 0 0 0 0 e" 55' 2W 10 V 80' 35' 20' 10' 8" 50' 4W 0 0 0 0 0 0 0 0 e• 6W 3V 15' 10' OW 4W 20' 1W e" 75' 70' 41Y 0 0 0 0 0 0 0 10" eV 35' 20' 10' 111Y 50' 25' 15' SO" 05' 90' 70' 4V 0 0 0 0 0 0 12" 05' 40' 20' IV 130' 55' 30' 15' 12" 120' 116 100' 75' MY 0 0 0 0 0 18' 120' 50' 25' 1 W 185' 70' 35' 20' 18" 180' 155' 140' 12V 100' 70' 0 0 0 0 20" 150' 8'S' 30' IW 2OW 85' 40' 20' 20" 200' 195' 18V 170' 150' 13V 7V 0 0 0 24' 18V 70' 35' 20' 210 90' 45' 25, 24' 180' ISW 150' 140' 135' 12V 90' S0' 0 0 80" 101Y eV 40' 2W 250' 105' S0' 25' 80^ 195' 190' 185' 1W 170' 180' 12V 105' 70' 0 se" 220' 9W 4W 2W 0 0 0 0 Be* 225' 220' 215' 210' 205' 195' 180' 15V 125' 70' 'a. 24W 105' b0' 25'ED 0 0 0 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' 48' 280' 120' 80' 30' 0 0 0 48" 25e 250' 24V 246 235' 230' 215' 195' 17V 125'PIPE RESTRAINED LENGTHS FOR DEAD ENDS AND LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER BRANCHES FROM TEES SHALL BE THE SAME AS FOR 90' BENDS ' ALL F7R1NOS I • r for gravity sewer line construction and 500for water Sm 4 MINIMUM 3 N0. CONT. CONCRETE line and force main construction. Elevations that %I PAD 30' SQ. X reflect any significant change in grads between the 4" OR LARGER O - 8' THK,_WA- it II II previously stated footage shall be shown on plans. ' ` LVE FORCE MAIN ° N0. 3 coONNT. + ° I' sTTp 1 ( 1 1 1 _ 2 WITH shown - 4. Existing parcels, tracts, and lot comer locations Gl SIDE MEW 9 A 1 , 2" BRONZE ELL WITHshown with front footage dimensions per plot when 11 FLANGED TEE WITH THREADS FOR CONNECTION TO AIR RELEASE VALVE w LOCK -WING PLUG platted. If construction project is along bock of lots, PLAN VIEW CURB -STOP 1 CU. YD. 3/4' then show back lot dimensions. Q a CASING INSULATOR WITH RUNNER HEIGHT TO 3 7WIsrs IN U (WATER) GRAVEL OR BE LARGE ENOUGH, SO THAT IT DOES NOT 2'I TRACE WIRE HOUSING CRUSHED ROCK DUAL H-METER BOX 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF CDR SYSTEMS DIRT ROAD. INTERFERE WITH THE PIPE RESTRAINED JOINTS srTp 2 WITH P 2" BRASS/COPPER CONCRETE/POLYMER BOX CAP (TRAFFIC BEARING) 6. Existingutilities as located in field (water, sewer. 5 WRAPS MIN WATER MAIN WASTEWATER MAIN telephone, electric, cable TV, etc.) (NOTE: Sunshine 4" MINIMUM i.'r✓i 'r r i. i, i r 1:",;; r/i oI One to be contacted by surveying firm prior to survey locate; with the intent of count excavation. sTtP 3 CONnNUO�pp j�iD�STRANDED 2" BRASS/COPPER I Y ) STAINLESS STEEL SERVICE SADDLE o SOLDER DOUBLE STRAP 7. Existing utilities as associated with number 5 above 4" OR LARGER NUTS de BOLTS - 2" CORPORATION STOP (WATER) (example: valves, meters, manholes, etc.) 2"0 BRASS FORCE MAIN o O STEP 4 PLUG VALVE (WASTEWATER) INDICATOR EXAMPLE ° HALF ►+ICH HALF HRCH OW 0 8. Existing curbs, driveway widths and types. BEHIND EACH EACH SIDE OF STEEL CASING PiPE MIN LNE SPLICEDETAIL 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 stsvationdr ISOMETRIC VIEW MAIN 10. Existing swales and/or ditches and elevations WATER MAIN/WASTEWATER MAIN every 100' at top and bottom if within area of DETAIL NOTES ! NOTES construction. l NOTES SECTION A -A 11. Existing fences. ' ALL F7R1NOS I • r for gravity sewer line construction and 500for water Sm 4 MINIMUM 3 N0. CONT. CONCRETE line and force main construction. Elevations that %I PAD 30' SQ. X reflect any significant change in grads between the 4" OR LARGER O - 8' THK,_WA- it II II previously stated footage shall be shown on plans. ' ` LVE FORCE MAIN ° N0. 3 coONNT. + ° I' sTTp 1 ( 1 1 1 _ 2 WITH shown - 4. Existing parcels, tracts, and lot comer locations Gl SIDE MEW 9 A 1 , 2" BRONZE ELL WITHshown with front footage dimensions per plot when 11 FLANGED TEE WITH THREADS FOR CONNECTION TO AIR RELEASE VALVE w LOCK -WING PLUG platted. If construction project is along bock of lots, PLAN VIEW CURB -STOP 1 CU. YD. 3/4' then show back lot dimensions. Q a CASING INSULATOR WITH RUNNER HEIGHT TO 3 7WIsrs IN U (WATER) GRAVEL OR BE LARGE ENOUGH, SO THAT IT DOES NOT 2'I TRACE WIRE HOUSING CRUSHED ROCK DUAL H-METER BOX 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF CDR SYSTEMS DIRT ROAD. INTERFERE WITH THE PIPE RESTRAINED JOINTS srTp 2 WITH P 2" BRASS/COPPER CONCRETE/POLYMER BOX CAP (TRAFFIC BEARING) 6. Existingutilities as located in field (water, sewer. 5 WRAPS MIN WATER MAIN WASTEWATER MAIN telephone, electric, cable TV, etc.) (NOTE: Sunshine 4" MINIMUM i.'r✓i 'r r i. i, i r 1:",;; r/i oI One to be contacted by surveying firm prior to survey locate; with the intent of count excavation. sTtP 3 CONnNUO�pp j�iD�STRANDED 2" BRASS/COPPER I Y ) STAINLESS STEEL SERVICE SADDLE o SOLDER DOUBLE STRAP 7. Existing utilities as associated with number 5 above 4" OR LARGER NUTS de BOLTS - 2" CORPORATION STOP (WATER) (example: valves, meters, manholes, etc.) 2"0 BRASS FORCE MAIN o O STEP 4 PLUG VALVE (WASTEWATER) INDICATOR EXAMPLE ° HALF ►+ICH HALF HRCH OW 0 8. Existing curbs, driveway widths and types. BEHIND EACH EACH SIDE OF STEEL CASING PiPE MIN LNE SPLICEDETAIL 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 stsvationdr ISOMETRIC VIEW MAIN 10. Existing swales and/or ditches and elevations WATER MAIN/WASTEWATER MAIN every 100' at top and bottom if within area of DETAIL NOTES ! NOTES construction. l NOTES SECTION A -A 11. Existing fences. NOTES " 1. IF FORCE MAIN IS 6" OR LARGER A 4 TAP AND AIR RELEASE VALVE 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 2. INCLUDE ALL COST OF MATERIAL do LABOR IN PRICE OF PIPE. 1, AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM, 12. 1 Existing trees and/or shrubbery. 1. VALVE BOX LID SHALL BE PAINTED: BLUE FOR WATER GREEN FOR FORCE MAINS SHALL BE USED. 2. SEE M-8 FOR AIR RELEASE VALVE DETAIL. NOTES 1. NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50 50 RESIN CORE)), 2, COAT ALL EXPOSED THREADS WITH A COAL TAR ENAMEL, 13. All other non -movable items such as mailboxes, PURPLE FOR REUSE WATER 3. SEE TRACER WIRE DETAIL M-14.' WRAP W/3 ALTERNATING LAYERS TAPE, COVER WITH WATERPROOFING COSOUND AND HEAT SHRINK WRAP. 3, VALVE BOXES TO BE TRAFFIC BEARING, flag poles, etc. 2. BRASS VALVE INDICATOR TO BE OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE) PROVIDED WITH ENGRAVED DIAGRAM 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. i 14. All street names. MECHANICAL RESTRAINING JOINT FLANGED TEE SCHEDULE AND NOTES FOR ABOVE GROUND JACK AND BORE !TRACE WIRE (MANUAL) VALVE BOX PAD AIR RELEASE VALVES (BLOCKING DETAIL) DETAILS i AIR RELEASE VALVE DETAIL i I I W 0 N Zwcnr� ow w r?wq�am3�v W :§ d J V O p W z�F�oQwom�- a��w~ro�Zw�Q� owx=�wwwz3�y wo�Uwwa�c�w�a xx �a33'W Ln3UI Dao . U of _J rn 0 CN (D� Q J Q C Z W 0�U) Z L►_ rn ao 00 O C W Q o W -J O m Q O(� z0�W f W O> � ~ C:)Iq n7( `~/ Y_ N Cy) W _L LU ti D - I- ( L' (1) N Z O ~ WO U m LL L F- W L > 4 � �� j Q o � n _ zN � � n �- rUn � �/ / v ~ o W LLJ O W C) V- lnWt 0- Z � �.._ F- �'�"J V) �_ z M LLJ C) z 0 JOSEPH W. SCHULKE FL REG. NO. 47048 p JODAH B. BITTLE FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DATEMAR 2 g SHEET 14 PROJECT NO. 07-027 I REFLECTIVE YAJ-1 METERS SHALL BE LOCATED IMMEDIATELY �r-4 W�7 -10 i p MARKER INSIDE THE RIGHT-OF-WAY UNLESS-�� W 12B Low FLOW PETER NOTES: OTHERWISE DIRECTED BY IRCDUS cr �) eAaaLow PREveNTER 1. A temporary jumper connection is required at all connections between existing active water mains and proposed new water TEMPORARY JUMPER SCHEDULE APPROVED METER BOXES �� )� P rY 1 P q 9 P P R/W (TYP) ' SIT ANGLE LOCKING CURB STOP SHALL BE POLYMER ,u main improvements. (TO ACCOMMODATE 5/8%3/4"O METER) CONCRETE & FIBERGLASS Z I (z) corer STOP a I P ZI FOR DETAILS QF LINE i 0 2 0 REPUNCHED FILLING SEE W-22<A) BEND &PIPE MAY _ � - + + - _ 2. The Temporary Jumper Detail (W-12) Is 10 be used for filling any new water main of any size from the existing active W 1", I)r OR a HOLE FOR TOUCHTONE BE USED FQR FULL - f water mains and for the flushingof new mains u to 6 diameter 2.5 FPS minimum velocity) and for pulling �� x CORP STOP METER LID FLAW FLUSHING P ( Y) P 9 +REFLECTIVE 11 `- VALVES TO BE LOCATED ROA WAY FINISH R DE o _ !7- bacteriological samples from any new water main of any size. ER I OUTSIDE EDGE OF UNPAVED i 2'-0 y-or �r 0 EXISTING MAIN ROADS ` , rw 3. The jumper connection shall be maintained until after the filling, flushing, testing and disinfection of the new main has _. (5) INLET GATE VALVES BY-PASS \ / /,N:"/\/j ?; been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and ////\/ \� j//,\�\\,\\�\r _ \ - F "70 I ,� other pertinent agencies has been received. Adequate thrust blocking and restraints shall be provided temporarily, as ROAD -- - -f - - - - - q ROAD \\�\� \. �' - 12' . required. MAXIMUM x MAIN UNDER cot0i -+ - PLAN VIEW j. DISTANCE CONSTRUCTiON "' ARKER BALL CUSTOMER RESPONSIBILITY -.-- IRCDUS RESPONSIBILITY --� 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to installation in IN LINE DUAL + -_- CHECK BY IRCDUS I accordance with AWWA C651, LATEST EDITION. The tapping sleeve and exterior of the main to be tapped shall be 12' -� - 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 RVICE METER 5. The Jumper (SEE NOTE 5) EXISTING QR NEW LIMITS OF FLUSHING rim eoeo J I nANM x PE per connection shall also be used to maintain a minimum pressure of 20 PSI in the new mains continuously i-�/ PVC CASING SLEEVE SHORT G�.00) , after disinfection and until FDEP clearance letter is obtained. VALVES SHALL WATER MAIN SERVICE TRACE WIRE GATE YALYE TYPICAL VALVE LOCATION BE LOCATED srAINLEss STEEL + + + 6. The Contractor shall provide documentation demonstrating that the double check backflow reventi0n device is in ood FOR UNPAVED ROADS I ADJACENT TO DOUBLE STRAP ELEVATION I a'"oGG T 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. a4voRr M : W i 1Y iS been tested in the last 12 months, and is in good working order one year from installation by a qualified backflow (- INDICATE DISTANCE NOTES ELEVATION 'r 1 technician: as approved by IRCDUS. FROM RIGHT OF WAY ry , � .�,� '� r. '� . I r„ I 1 *WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE o (TYP) '� tw<+� '��/ i '� . �/ �i��i�i /� y/i.�i.�/i.�, ,, "/r�- ". .' l r�\�� MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN r REFLECTIVE " c„�, lilt, ,\�\,: 7. Except as required to flush lines greater than 6 diameter, the tie-in valve shall remain closed and shall be locked in MARKER 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18 ON �- WEw Luc ( �' the closed position by the utility company. The tie-in valve shall remain locked closed until the new system has been CONNECTION.' CENTER. cleared for use b the FDEP and all other pertinent agencies. 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. - eErro fryA� �Nr Y P 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"O, DUAL SERVICES c� ► KmITEMPORARY NOTES SHALL BE A MINIMUM 1-1/2"0, TRIPLE SERVICES SHALL BE A MINIMUM 2"0 NOTES NEGA UA 1/2' PRUDRMEo SOW 8. Upon receipt of clearance for use by FDEP and all other pertinent agencies, the Contractor shall remove the temporary E AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. BY-PASS Nor SHMN PGR cLVM MATEFM TO BE PWED . jumper connection. The corporation stops are to be closed and plugged with 2" brass or PVC stops. 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. BETWEEN PM AND CONMETE JUMPER `SCHEDULE 2. A MINIMUM COVER OF 36" IS REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. 4. 1"O & 1-1/2"O 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 SLEEVE ! O 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE 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, . REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE PIPE SHALL BE SCHEDULE 40 P.V.C. AND TESTED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF i valves, etc., shall be the responsibility of the Contractor. HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE 5. ALL METERS 2"O OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO WATER. A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE W CLOSEST TO THE HYDRANT. APPROVED MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN FLUSHING POINT. NOTES 10. 1f the water main to be flushed is renter than 6" diameter or such length that a full pipe flush at the 2.5 FPS W 2. THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. 1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. velocity cannot be accomplished, the following procedure shall be utilized. g P P Q 4. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 2"N• 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 2. FIELD FABRICATED FLANGES ARE UNACCEPTABLE. 5. ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR 4. INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OF A 48 a install pressure gauges as indicated on Temporary Jumper Detail (W-11). 6. ALL MAINS LESS THAN 10' IN LENGTH AND LOCATED BETWEEN FITTINGS AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING 3. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS ) p " HOUR NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING 3 SHALL BE D.I.P. POINTS, AND WATER SERVICE CONNECTIONS AT THE TiME OF ACTIVATING INSTRUCTIONS. b) Open all downstream valves in the new system prior to flush. � 7. REFLECTIVE MARKERS FOR: FIRE HYDRANT -BLUE ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED c) Flush new water main thru tie-in valve maintaining a 10+/- PSI pressure differential between gauges during flush. n WATER MAIN VALVE - WHITE 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE PAINTED AFTER INSTALLATION. SEE APPROVED MANUFACTURERS' ( d) IRCDUS personnel, in the presence of the Engineer of Record shall operate tie-in valve to insure that the required fE 11, FORCE MAIN VALVE -GREEN INSTALLED. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. PRODUCT LIST) pressure differential is maintained. 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. P . 24" FROM SURFACE. 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2.0 I LOCATION DETAIL METERS. FLUSHING MASTER METER I (VALVE AND FIRE HYDRANT) WATER SERVICE CONNECTION COMBINATION ASSEMBLY I I W-11 GENERAL UTILITY NOTES FOUR HYDRANT GUARDS W-2 1-1/2"0 P•E LOCKING ttt AS REQ'D BY IRCDUS SERVICE LATERAL CURB STOPS r�-� 2, -0' VARIES p, -0•-8 FLOAT SWITCH CABLE (TO CONTROL PANEL) I I M.J. 6" ANCHOR COUPLING SEE NOTE 1(BELOW) iIRE (TO PLUG VALVE WITH ELECTRIC ACTUATOR) • ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY 2007." I I 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) 1"G P.E.PEFLOAT SWITCH (EMERGENCY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. I OR EQUAL ®� ®\ n SERVICE �- + , - EXISTING GRAD OVERFLOW CUTOFF) • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED, VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY 2007." WERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT r, r LATERAL DOUBLE DETECTOR _Em LEVEL SENSOR-METRITAPE . INCLUDED BELOW OR ARE NOT CLEARLY UNDERSTOOD THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. CHECK VALVE VICTAUUC HIGH WATER LEVEL .: FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES U.N.C.L.E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO 45' `D COUPLING THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., , ' + + - - a --- 2" I iv 1/�,�� /i\ CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. a OD Z r \ \\r,,/\ • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFlLTRATION/ INFILTRATION, DAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL '/i GATE VALVE �`�ia' � 1 ZI "' ---A- -4--- \\ w 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 O 2" + + �-� Iv `\i y/iy/\/(/ LAKE OR POND INFLOW PIPE RESULT'S PRIOR TO ANY REQUEST FOR PAYMENT. 1 r ANCHOR TEE FOR 6" ®'y�P \�/ BRASS COMPRESSION Of ` ---� ' -kdd--- ! ��\\/ �\ i��i i 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 \ MECHANICAL JOINT 6" oo �jj\/ • < % // //iy/% ONE (1) YEAR. / / \ WYE BRANCH 2- a . M.J. vnRlEs IN LINE DUAL "� � tO LOCKING CURB ` \�/ - - - - - - - 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 LACK LINE PRINTS SIGNED AND 6" MIN BRASS LOCKING CURB CHECK BY IRCDUS w STOP VALVE 1" CHECK VALVE r '•` �' \ \' ' , (MIN) PLAN VIEW Z a, r • / \r "I ', ii/rir rrri//i� /B WATER MAIN STOP WITH INTEGRAL PLAN VIEW D �\ , / y\\ ,\ �\• \ \ �\ \ \�\, �� I r/ r SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. METER COUPLING \ \r/ `�/\/\\/\\' PUMPER NOZZLE 2-0 PREPUNCHED � i BY-PASS METER DETECTOR BYPASS \��\ ` \`11 CORRUGATED ALUMINUM CUL T' /� FACING ROADWAY „ CENTER HINGED OPENING HOLE FOR TOUCHTONE w i 3� _0� 2'& PREFAB CONCR CRUSHED STONE VALVE BOX ACCESS (4 "x7"MIN) W/STAINLESS STEEL PIN METER LID n- CUSTOMER PLAN VIEW BOX CULVERT (LENGTH VARIES) ELEVATION - STILLING WELL WATER M A i N S GRADE i� a PIPING PIPE MATERIALS I UTILITY PIPING TO DETECTOR 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 KSt, YIELD STRESS OF 42 KSi, AND USING A I I PROPERTY LINE METER a i PROPERTY LINE REINFORCED CONCRETE " i x BOX v _ z 45' BEND (TYP PIER . 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. I I `D Z < (SEE NOTE - M • ' LINING AND COATING DUCTILE IRON PIPE), o iv j R N0. 3) - � • GATE VALVE 1. LINING: CEMENT MORTAR LINED AND SEAL COATED PER A.W.W.A. C104 ANSI A21.4-85 . j 6"GATE VALVE >. i 2"-� A F)i 0 co 0A� W/ INDICATOR 45' BEND (RJ) .: 2. COATING: BITUMINOUS COATING ON OUTSIDE DRY FILM THICKNESS OF MINIMUM OF (1) MIL \'6" DIP PIPE A `"- I - + + : VALVE INLET G aP (m') 3. REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 1 MIL. DRY THICKNESS. V \I�/ - u �(jEND . 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 -+ + - - + _ TIE RODS Ds _ ExlsnNc GRADE VARES ;,�, VARES 45' OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. �+ j�jr\\� 1.5 CU. F7. 1"b{MIN) CUSTOME w i'..: � " \ r� <W\'�,'\�� CONCRETE PIPING BY OTHERSN / ;;z HIGH WATER LEVEL • PVC PIPE SHALL BE BLUE IN COLOR. \ \ �' "I'll" i__r' " ` \f ( ) LOCATE MARKER BALL WATER I ¢ /'\// .� DIRECT CONNECTION \<� ( ) if 18' MINIMUM I DISTANCE r rr /r / r rr \ / > r y j V 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 /i / /i. ANCHOR TYPE t' sc•. •. •.•.•;.: ,..: . • C \i\ \�,\ , / \ \\ \ \ ; �• \ PRESSURE. PIPE SHALL BE DR21 AND SHALL HAVE STEEL PIPE OUTSIDE DIMENSIONS. PIPE SHALL BEAR THE NSF LABEL FOR WATER POTABLE PIPE. ACCEPTABLE - - /�\,\\ ( ) ELEVATION '+.' t`• .�. «. ,w .;:a:.,.;.:.� 1, i M•�:i- I /i /i r/ /i r r\�'\v�\%i rT ., LE MANUFACTURERS: J M RING TITS OR APPROVED EQUAL y/ UNDISTURBED / /\/ f, {'' --- rw.•.'.a, / / > \ / / / \ \�\\ • \ • POLYETHYLENE TUBING SHALL BE COPPER TUBE SIZE FOR USE WITH STAINLESS STEEL LINERS INSERTS AND COMPRESSION FITTINGS. THE TUBING SHALL BE RATED FOR 200 PSI AND MALL MEET REQUIREMENTS OF ASTM 6" (MIN) ELEVATION SOIL / ":..:a rr r r i r r r i, vi i� 1•' �i/� r\% r /�\�/'\�/,\i/�ii4i��i�� . i (INSERTS) WATER MAIN ',�\�/,�\, a\%\�! ��i � �� , ��,�i.�r�/,��\^ r�lc�� \r � \ \�\\v�\��\//�/�/\�r�r/�\r\ y2 r\ 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. ONCRETE SUPPORTS r rr/ r\\�i��^K /, --- I\� �\/� LAKE oR POND POLYETHYLENE WATER MAIN - 3" OR LARGER -SEE SPECIFICATIONS BELOW. NOTES NOTES _ __ (OR APPROVED BY IRCDUS) _ N DISCHp yx'''\�\' \/ �l//\y/ \/\r� � PIPING \ E w-1) .t_- r r� �'�";�`i�\%�i�`�j� r\ JOINTS FOR PRESSURE PIPE SHALL BE BELL AND PICOT 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"� MUST BE APPROVED BY IRCDUS AND INSTALLED BY ELEVATION WAiLK MAIN '/ r,\�\'�y//\ No. 4 STRAP AROUND Bt7dD \�' /��!/j��i\%%/�\riv: / \ \ S PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. CONTRACTOR. �/i //�/,/, I/�ir � /,\>/ ,7, ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 (ANSI21.10-87), OR LATEST REVISION. FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL -COATED IN 1- � OF THE�,PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE � OF 2. ALL METERS 2"O AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. ✓I\��\�I �\�, CONCRETE THRUST BLOCK ��\��y,�\r/�\\ ACCORDANCE WITH AWWA STANDARD C104 (ANSM A21.4-85), OR LATEST REVISION. ALL ABOVE GROUND FITTINGS SHALL BE FLANGED JOINT, 1N ACCORDANCE WITH ANSI SPECIFICATION B16.1 FOR CLASS 125 FLANGES. BOLTS THE NEAREST ROADWAY OR FINISH GRADE. 3. MINIMUM SIZE OF METER BOXES: 1"O SERVICE (12" X 18"); 1-1/2"4 AND 2"0 ELEVATION - DISCHARGE PIPE SHALL COMPLY WITH ANSI SPECIFICA11ON B18.2. 2' ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. SERVICE (17" X 28"). " ON EACHJOINT SSIDE INT SHALL BE BY NAPPCO C-1300, OF A VALVE OR JOINT. NO SET SCREWAIRON 1100 AND 1500 RESTRAINER, OR TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. EQUAL, IN RDANCE COST ORTH RINSTAAINING SCHEDULE ON LLATiON OF MECHANICAL RESTRAiNOt M CMINiISUM OF 60 LF OF RESTRINCLUDED T PIPE COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU 4. METERS GREATER THAN 2 0 SHALL BE COMPOUND METERS. REFER TO IRCDUS N OTES RANI MS SHALL BE INCLUDE IN THE BID ITEM FOR INSTALLATION OF THE WATER MAIN. 3. OF ABOVE. APPROVED MANUFACTURERS PRODUCT LIST. 1, ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS VALVES 4. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. NOTES . 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). QRE HYDRANTS TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 2. PROVIDE A PLACARD WITH THE WORDS RECLAIMED WATER IN USE. . SHALL BE TRAFFIC TYPE, 5 1/4' VALVE OPENING AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION, OR AMERICAN DARLING B-84-8, COMPLYING WITH AWWA STANDARD 0502. 6• ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. 7• ALL NUTS SHALL BE STAINLESS STEEL. METER BOX 2.DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 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. 8. INDIVIDUAL PROJECT. PRODUCT LIST. SHALL BE PAINTED FEDERAL SAFETY RED. MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS �ggK(JY� (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY • CONTINUOUS TRACE WiRE iS REQUIRED TO BE INSTALLED WITH ALL PIPE. SEE DETAIL M-16. 9• POLES, ETC.) PRODUCT LIST. REUSE PIPE (NSTALLA110N i HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" iN FRONT DOUBLE -DETECTOR DISCHARGE DETAIL WATER MAINS 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 • 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. CHECK VALVE ASSEMBLY MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS. OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE ( AND GRTARY AVITY WASTEWATER SANITARYRSEWERS SHALL CE MAIN, OR PIPELINE BE REDUCED TO THREE FEET WHERE G RECLAIMED RTHE TBOTTOM OF THE REGULATED DWATER MAIN ER PART III OIS LAIDPATRLEASTISIXF INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THAT THE OUTSIDE OF THE WATER MAIN FIRE HYDRANT DETAILS ! IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW I 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 -,3 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-9 W_12 PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART ill 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, PRESSURE GAUGE OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. I . 0 0 (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 DOUBLE CHECK VALVE REVISION) SHALL BE USED. A CORPORATION STOP SHALL BE INSTALLED WITH A ° ° PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEP1N OF 6" BELOW THE BOTTOM OF THE PIPE. PIPE SHALL BE (LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL LENGTH OF 1"O COPPER TUBING EXTENDING ABOVE W M 2" GATE 2` SCH 40 'Tee' " + I- ( THE FINISHED GRADE. THE TUBING SHALL BE FLOW --► VALVE (TYP) OR "Wye" (TYP) : SHALL BE TAMPED IN 6 LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. * ! INSTALLED WITH A 180' DOWNIURNED BEND. 2' METER 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 THESE PLANS. REDUCED PRESSURE PLAN VIEW METER BOXES BACKFLOW PREVENTOR • METER BOXES SHALL BE "CDR" TYPE TRAFFIC BEARING BOXES. GATE VALVE 1" GATE VALVE WITH GATE VALVES TESTING i PLAN VIEW 1"O COPPER TUBING W.M. - • HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD 0600 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. DISINFECTING GRADE ROADWAY GRADE (SWALE) a z P ALL POTABLE WATER LINES SHALL BE DISINFECIIW tN ACCORDANCE WITH SECTION 10 OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER U11LITY STANDARDS, EPTEMB£R 2004," AND A.W.W.A. STANDARD C651 AND I ` \ " ` Z FINISHED \ I N 2" SERVICE v " a .. RULE 62-555.345. \� \ ��; � !��Y \�' a UNION SADDLE - iv a EXISTING GRADE I I r / /<✓, r rr r GRADE "" '\;; �v'v „>, ,\�� WATER MAINS & FORCE MAINSCk (MIN) /� \\\\\\\ \\ VALVE BOX 2" LOCKING ✓/�\\ a� ( \\\`�\ /.. / Z X / /j /\�%l\\j�/� %j /�//\/\�\/\\/�/j\/j\\ //\/\ ^ CURB STOP APPROVED W.M. `t / \//i//\n//\r// i✓��/\r//i/rY/i//i�/�/\r//i�// //// Z I W/PVC PLUG METER BOX CORPORATION STOP WITH '''' POLYETHYLENE 24"x18" (MIN) z I PLUG WHEN ABANDONED i� pO FINISHED CORP STOP MATERIALS FOR PiPE SIZES 3" AND LARGER • SERVICE GRADE to A. MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 345434C PER ASTM D3350' AND � COMPRESSION . I 1 CUBIC FOOT .� {) MEETING TYPE III CLASS C CATEGORY 5 GRADE P34 PER ASTM D1248. FITTINGS 3/4" GRAVEL OR * /� CRUSHED ROCK ;° �'�\ i, �i��''\\\'i\r�\''\i,\' r� , '\\\\ \ a>r\\r i>�\' /\ -}- - _ C. D MENSIONS ANDP 0 KMA SHIP SHALLPIPE SHALL LBE AS PY WITH ECIFIED E YFIASTM F714CATIONS 90 E FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER. ALL V fR.S.G.V. 2" POLYETHYLENE �----] - LL - PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. C ELEVATION DIRECTION OF FLOW D. 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 IAS MINIMUM STRENGTH. TIE-IN VALVE TO BE FITTINGS V + CLOSED AND LOCKED 2" 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 �L +' SADDLE SS (TYP) MANUFACTURER. C ZWATER MAIN NEW WATER MAIN B. 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 USED FOR PIPE TYPE RESTRAINED PLUG (M.J.) I NOTES 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 A 316 STAINLESS FLANGE PER ANSI 816.1. THE FLANGE >- HORIZONTAL DISTANCE EQUAL ELEVATION ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN AS A726 AND ASTM A307. F- TO DEPTH OF COVER EXISTING WATER MAIN - 2" CORPORATION 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER ELEVATION 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 SHALL 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 PIPE IDENTIFICATION NOTES 3. APPROVED EQUALS BACKIFLOW NHAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY 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 PIPPE MANUFACTURER. NOMINAL PIPE SIZE. DIMENSION RATIO. 1 BY RCDUS•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 E.G., ATHE LLS MRF714 ORLLDw30 5YTHE AS REQUIRED.YA PRODUCTION ODE FROM WHICH THEE D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN 160S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, OATS AND PLACE OF MANUFACTURE CAN BE DETERMINED. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT PRESENCE OF THE ENGINEER OF RECORD. 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. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. 2. ALL LINES TO BE FULL PIPE FLUSHED. 1 APPROVED 8Y IRCDUS. TESTING 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR 3. ALL MATERIALS 70 BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. A. ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. 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 V-0" 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. B. ALL WATER MAINS SHALL SHALL TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. 100 PSI. ALL TESTING SHALL REQUIRED CONDUCTED IN THE PRESENCE OF THE ENGINEER. PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. ABOVE THE HIGH WRIER LEVEL. C. TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LINEDURINGFILLING 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. 7 ALL PRODUCMATERIALS RIIST. ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' TE M P O R A R Y TEMPORARY SAMPLING POINT PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. 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 ill, ON PAGES 24 AND 25 AS D 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED 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 Ate. ALL OTHER APPLICAPLE SPECIFICATIONS FOR WATER MAINS WRITTEN ROViDED FOR IN THESE PLANS IE: VALVES FIRE HYDRANTS MARKINGS INSTALLA ON COMPLIED WITH. ( Ti TESTING, DISINFECTION, METERBOXES, ETC...) SHALL BE MAIN SiZE JUMPER SIZE 4" * 2" 6„ 4„ 8" 6" 8" or LARGER i 6" r Ui Ir vi rn � � U -3 Z GO W - 2 Z c� lIz U '� C1 CO h O � � W W o x Z�Na� =oo U' I-W OW TI_N� ww�a"a m3 C)w W ) 1r JI,M tw aa13 o��ooWo�mo3 TO F-O F-~ KW'� f-WJ(� a=x�i?w Z3v-E O�=w Wd-�wI- a33w�L,3wDa0 i� E .I � 0)o _1 � M In N Q Q) v C U- o� W J (n Z Li- (n O 00 = O . o Q C Q . o MJ 0 O z60W Z�W }- ZZW �n o ? V, p�Norn ,.�t d W ZoUI I Li �j-L� ti J CD Li_ U) N 0 W,�~ 6pmLL m Li W W � it W 6"?N � � WU) J j Qo (n Z N ti ~ W rn P L v /■ v 1- f'- U) Z 0-J0 �"'F-a W LL1 0 E: > � U W W Z Q (/) Q n 86 Z W U W_ W O OWI� 1� 0-. � f- WU)I- EEZW Z a in86� Z ❑ JOSEPH W. SCHULKE FL.. REG. NO. 47048 ❑ JODAH B. BITILE FL REG. NO. 57396 ❑WIWAM P. STODDARD R. REG. NO. 57605 ATTAR t 6 ft SHEET 15 PROJECT NO. 07-027 . . I . : I I- . I i j 1 i j S 8-4 MANHOLE FRAME & COVER S-7 (GENERAL UTILITY NOTES: 2x4 MARKER PAINTED GREEN MANHOLE NOTES CUT CLASSIFICATION SPACE AROUND OUTSIDE OF PIPE SHALL BE HEIGHT COMPLETELY FILLED WITH NON -SHRINK GROUT. { � s" GAP I REMOVE CONCRETE AND BEND EXPOSED EXISTING • . TALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JULY 2007." m �OF ROAD CROWN " RINGS I o SEE MANHOLE RFONFORELID�NSTALLATiON) AROUND STEEL OUTSIDE OF PIPE . 'SHOP DRAWINGS SHALLCTION ( BE SUBMITTED FORS SUBJECT TO APPROVALN RIVER TOTHE ENGINEER ATY UTILITY ND AI.R.C. UTILITY DEPT. PRND F.D.E.P. PERMIT IOR CONSTRUCTION. ELEVATION OF ROAD ? 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO SEPTEM Z�2--O-, MEET OR EXCEED A.S.T.M. A 185. ° G0"`� "'� z EFFLUENT & 'THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE ORDIAN IVERCCOUN Y WA ERSN D WAS EWA E AF IUTY STANDARDS, ICATIONBSH,4LOL�BE REFERENCE�� 0 24 3/4" a INFLUENT DETAIL • I MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, g 2.' ALL CEMENT TO BE TYPE I. i 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 b MINIMUM SLOPE114" PER FT a 8 PIPE CONNECTION TO BE NEOPRENE BOOT USE GREATERSLOPE o 3.' ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO WITH STAINLESS STEEL ACCESSORIES ' UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. To a WHERE POSSIBLE a MEET OR EXCEED A.S.T.M. C 478. of 4.' BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL PLASTIC m 0 • 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 a o o !REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTINGfINSPECTIONS, AND _ _ H.P. ELEv. of FILL CONCRETE j GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. DEPTH TO BE I 5. CONCRETE- MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8". TO BE SAME AS OD OF PIPE DETERMINED IN THE 6.' INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR o a 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 FIELD AS REQUIRED TO ELEVATION p s- •- " ID AVOID UTIUTiES (TYP) EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. MARKER BALL TAPED OR s-D" ID N a • THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE A s"x4" BALL (TYP) 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. w `` `` SLOPE 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. ? Z 'Q -9' SETS OF BLUE/BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY ,n t 9. BOTTOM SEC110N TO BE MONOLITHIC POUR EXCEPTWHERE DROP A2"A :,..,,.;:rr'*SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. �E$E 'NTVP1oALCONNECTION REQUIRED. •''' +'�`-'=`` SANITARY SEWERS 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELLSTANDARD "Y" BRANCHSTRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE6" (T') : •''P0LYVINYL CHLORIDE PIPE TO BE LOCATED IN THE Fl- STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE 'ERAL POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTIONs"MIN-IG N( )z DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. INVERT POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEP11I OF SIXTEEN FEET. INSTALLF_D PLUG WRAP WITHDETECTION TA11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FlLL CONCRETE GRAVITY SEWER PIPE AND A[TTINGS SEE PIPE °PENING GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO TIE LATEST ASily! DESIGNATION D 3034-SDR 26. FLOOD ZONES. OR BRICK w/TYPE I DETAIL (S-10) " CEMENT MORTAR FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICA1IONS AS THE PIPE IN WHICH THEY ARE INSTALLED. NDS AS $ 12. NO. 40 BARS 9 O.C. EACH WAY IN SLAB (TOP AND BOTTOM).EQUIRES a13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF ONES ENTERING ELEVATION PLAN VIEW 3" (MINIMUM) • I POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. w 6-�AND EXITING MANHOLES. SECTION A NMATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). ER MAIN TO BE • ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. STREET UNLESS 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL OTHERWISE APPROVED BY IRCDUS PRECAST MANHOLE TOPS AND CASTINGS. ELEVATION : THE PIPE SHALL O GREEN IN COLOR. 5• DOueL!_ "Y• COMMERCIAL i JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212. OL (6"xC "r, RESIDENTIAL) 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" , " Q ELAN 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. • EXFILTRATION 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 AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE NOTES GALLON/INCH DIAM./DAY/MILE OF SEWER PIPE. IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. ( INSTALLATION 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. • 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE 1. SEE MANHOLE NOTES ON DRAWING No. S-4. NOTES INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. LATERALS. 18• 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. • j 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 PRODUCT UST. SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 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 PRODUCT LIST. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS PRODUCT UST. I APPROVED MANUFACTURERS' PRODUCT LIST. FIBERGLASS LINERS SHALL BE 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. { ON THE BACKFILL AT A MAXIMUM OF 200 Ft. INTERVALS, AND ADJACENT TO THE STRUCTURES. i 4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE. INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE.5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. • ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". 5. PLUMBING CONTRACTOR TO INSTALL 4" CLEAN OUT IN EASEMENT AT 11ME OF TIE-IN. ; PROPOSED GRAVITY SEWER . (SHALLOW SEWER) I FROM TO DIA LENGTH VELOCITY MANHOLE NOTES STANDARD DEEP M.H. PIPE OPENING DETAIL ; MANHOLE MANHOLE (INCH) (FT) (FPS) TYPE STANDARD LATERAL I S-1 S-2 8" 82 *<1 ASTM D 3034-SDR26 PVC S-2 LS-1 B. 18 <I C-900 D.I.P. S-2 S-5 SEE PIP oP ING S_g SEE PIPES OPENING 6" CLEANOUT W/CLEANOUT CAP (TYP) DETAIL �5-10} MANHOLE FRAME FINISH GRADE I _ AND COVERFDEPTH TO BE DETERMINED IN THE 8"x4 WYE 4'-0" ID STANDARD TURNED 90• LEv�rtc(� ^ 8" 8 "T" BRANCH I FIELD AS REQUIRED TO AVOID TY) CONCENTRIC UTILITIES (TYP) cRARI CONE n COURSES crou (w a o ••`' < F SINGLE SERVICE AS SHOWN ON SEE PIPE OPENING 24 3/4" o ¢ } ' STANDARD LATERAL DETAIL S-1 DETAIL S-10 I PIPE INVERT ' si ( ) ( ) �.I NCRETE 6" (MIN) g 8" (MIN) °��+ rt f�� COVER ALL AROUND RQ-T'- �„ (BY CONCRACTOR)E MANHOLE 1. ALL JOINTS SHALL BE RUBBER GASKETED AND SHALL BE SEALED BY ITS OWN COMPRESSION. Z 4J (�') ' ' EFFLUENT & * MAXIMUM FLOW FOR THE ENTIRE PROJECT AT BUILD -OUT IS 32 GPM+- (PEAK HOUR). THIS DOES NOT GOVERN THE SIZE OF THE SEWER OR CORRESPONDING SLOPE BASED OF ROAD CROWN a F- SEE MANHOLE Of m i1 ELEVATION of ROAD a EFFLUENT & o p`i INFLUENT DETAIL ON APPROPRIATE VELOCITIES. RAIHER, MINIMUM SLOPE AND SIZE CRITERIA AS GOVERNED BY LOCAL UTIUTY. FILL CONCRETE �:'. > INFLUENT DETA[LI I OR BRICK W/TYPE I +::r:: + 3:,: ' + - STANDARD LONG = CEMENT MORTAR �,. •r.;�r: rr t, RADIUS °�Dw FORCE MAIN SPECIFICATIONS i� PIPE INVERT as..'«�;'�.;;'�:•';':,-;•' TYPICAL TRENCH CONTOUR r; -••. , ^. `• ., , x DURING CONSTRUCTION 8" 4'-0" ID 8" 24'-I 3/4" ROCK FILL CONCRETE (20' UPSTREAM) PIPE MATERIALS BENDS AS REQ•D 8" EXTENDED SLAB CAST 6 OR BRICK W/TYPE I • DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.50-96, BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF INTERGRAL WITH BASE { " " 6'-4" OD CEMENT MORTAR LINING ,AND COATING (DUCTILE IRON PIPE),ALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. 5•x30• LONG �4' TO BE N OPRENE OOT Wily N • � 42 KSI AND USING A MINIMUM WORKING PRESSURE OF 200 PSI AND A LAYING CONDITION TYPE 2. ALL PIPE SH Z RADIUS BEND AVEL ELEVATION f ! STAINLESS STEEL ACCESSORIES CONTINUE GRAVEL BED ,D, �. ( 3/4" ROCK -INTERIOR LINING. 16 MIL COAL TAR EPDXY LINING ELEVATION SECTION A -A - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (2) MIL. PIPE INTO TO UNDISTURBED A SLOPE q SLOPE + + (20 DOWNSTREAM) FILL CONCRETE OR BRICK ti SAD _ so,t TO PROPERTY LINE 2'/Fr 2 FT W E I CEMENT MORTAR - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 2 MIL. DRY THICKNESS. zauBLE SERVICE as BEN ,5EC110N A -A A A / SHOWN ON STANDARD • - POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM 01784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE LATERAL DETAIL (S-1) PIPE INVERT ` { 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. • < PVC PIPE SHALL BE GREEN IN COLOR. AS ND EXCAVATION STANDARD 'Y BRANCH ELEVATION • 'POLYETHYLENE FORCE MAIN - 3" OR LARGER - SEE SPECIFICATIONS BELOW. TO BE LOCATED IN FIELD MARKER BALL TAPED •JOJOIN=INTS 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 TO 6x4 WYE (TYP) I PLAN VIEW THREADED JOINTS WILL BE PERMITTED. ELEVATION FIITTINGS PLAN VIEW PIPE JOINT DETAIL AT MANHOLE • I L FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 (ANS121.10-87), OR LATEST REVISION. FITTINGS SHALL BE LINED AND TO BE USED WHERE DROP IS 2' OR MORE 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 S 6'-0" 0 LESS CLASS ES FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION B18.2.00 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. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. SAND 1. SEE MANHOLE NOTES ON DRAWING N0. S-4. NOTE ? INSTALLATION LLATION OF MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLA1ON OF THE WATER MAIN. BEDDING SHALL BE USED FOR EXCAVATION IN SAND. NOTES 2. SEE PIPE OPENING DETAIL DRAWING NO. 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 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; PRODUCT LIST. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. MARKING 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. DRAWING NO. S-11. SEE DETAIL M-16. 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO 2. SEE STANDARD MANHOLE CASTING DRAWING 0 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. GRADE PRIOR TO CONNECTION. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 INSTALLAl10N 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 • I 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) BC INFLUENT 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 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 S_6 S-9 c3_12 I STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED. • I PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE $OTOM 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 ASPHALT PAVEMENT EFFLUENT & FINISH GRADE { CONSTRUCTION PLANS. INFLUENT DETAIL 8 4' ID 8" • I 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 { IN THESE PLANS. TESTING °°°o PIPE ° o ° ° • I 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 q� ° ° - �q INVERT IV, 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 BE MARKED "SANITARY SEWER' ADDITIONAL REINFORCING BARS + ,,';-?: WATER MAINS AND FORCE MAINS - POLYETHYLENE ' ��N) - MATERIALS FOR PIPE SIZES 3" AND LARGER REQUIRED AT OPENING. SLAB TO .• �° TO BE TRAFFIC BEARING. SUBMIT ` MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 22-' a 2" SHOP DRAWING FOR APPROVAL I 345434C PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248. r-� PLAN VIEW j SEE MANHOLE EFFLUENT • POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. --I SEE PIPE OPENING & INFLUENT DETAIL • 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 1 T DETAIL (S-10) 4•-o" ID GRAMS PER CUBIC CENTIMETER. ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. c m��, FILL CONCRETE COVER - SECTION GASKET Cou t►uz) / 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. Z OR BRICK W TYPE I 1 8" X F CEMENT MORTAR FITTINGS ❑ ❑ 22-15/te• I Q U GRAVITY SEWER 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 24" o N ELEVATION STANDARD LONG OWNSTREAM MOLDED OR FABRICATED BY THE MANUFACTURER. �� w SECTION A -A \ / Raolus ELBow INLET • 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 " " / I USED FOR PIPE TYPE 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 8. 4 -0 ID 8 A 316 STAINLESS FLANGE PER ANSI B16.1. 5_0- ]7- SEE PIPE OPENING > w 'Q- - DETAIL (S-10) LU U q q 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. > o + >, CONCEALED WATERTIGHT 6" MIN ° OLE NEOPRENE T HOLE BOOT ? j�,, �;,USE`'' "•'z'• 6-(MIN) JOINTING METHOD PICKHOLE (TYP :• �.;:;,:. + �.'�'�• ,r },a,;, , + a��'�4 (TYP) • THE PIPE SHALL BE JOINED WITH BUT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUT -FUSION PROCESS. ALL ) O To SEAL) "''"`'''''''` I 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 PLAN VIEW 24-3 4• FILL CONCRETE 8" 6-(MIN) LENGTH'S NOT TO EXCEED 50 FEET. OR BRICK RAIN GUARD WATERTIGHT BOOT 3-D• CEMENT MORTAR ELEVATION PLAN VIEW PIPE IDENTIFICATION FRAME - SECTION PIPE INVERT 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. SECTION A -A 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'-O" OR LESS TO BE USED WHERE DROP IS LESS THAN 2' NOTES 160'S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, E.G., ASTM F714 OR D-3035, AS REQUIRED. A PRODUC110N 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. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. NOTES NOTES OTES 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. TESTING NOTES I V 4. NO INSIDE DROP WILL BE ACCEPTED. • ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR 2, SEE STANDARD MANHOLE CASTING DRAWING N0. S-3. FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A • ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE CONDUCTED 1N THE PRESENCE OF THE ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN 3. SEE PIPE OPENING DETAIL DRAWING N0. S-1 N 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H-20). 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. I ENGINEER. RIVER COUNTY. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. • 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. 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 STABIUZE. MANUFACTURERS' PRODUCT LIST. I AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. ' ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, STANDARD FORCE MAIN TIE-IN TESTS, AND PRESSURE OF THE PIPE", UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFELY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MANHOLE CASTING SLAB TOP MANHOLE TYPE "B" DROP MANHOLE I 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. 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 I 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 OTHER APPLICAPL.E 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 j I 00 o - Q N M O � W C) � v Ckf cf w M p 3 H \ r, -3 ci z 0 41 O D U O W O = �wwQ��m�oW lrW��QaJ UFpW QFaW�Z WOQ�QaF� Zol�000zo�Wm�3 WOWU W Wd�(7W�a V of J cn J � Mco 0) d a) � C W oN OoLLco Q ��v" W o w -I a • 0 co ozz0W �- ZZW �o> �` N � d � oo 9 W W J CocnCN 1 �Ij 4; ZOJ� W Z '� m W F- � W �U-N j dti Z N - ♦♦�� w VJ V F- N 0 _jo o Q W 0 W • 0 IYWLj QLj 0 86 z o Ld U Li.1 o�WO L.LJ r"rl IZ L'J (� E- �- (n >► z � ZLLJ w z j lL 0 .G Q Z U ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITi1.E FL REG. NO. 57396 ❑WILUAM P. STODDARD FL REG. NO. 57605 DATE: MAR 2 6 200 SHEET 16 PROJECT NO. 07-027 SP FIGATION� FOR ��UBMERSIBLE�;RINDER LIFT STATION � PART i GENERAL SEWER AND FORCE M A i N NOTES: ASPHALT SURFACE FINISHED GRADE 1.01 FURNISH AND INSTALL A PRE -FABRICATED FIBERGLASS DUPLEX SEWAGE 36" SaLIARE LIFT STATION. TWO GRINDER PUMPS SHALL BE SUPPLIED TO DELIVER 2.04 CONTROL PANEL GENERAL24" SQUARE --{ . 72.5 GPM AGAINST A TOTAL HEAD OF 112 FEET TOTAL DYNAMIC HEAD A PUMP SiATION CONTROL PANEL SHALL BE PROVIDED FOR EACH PUMPING STATION. - POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO I _ -I . (TDH). THE MOTOR SHALL BE 6.7 HP, 3450 RPM, 230 VOLT/ THE CONTROL PANEL SHALL RESPOND TO LIQUID LEVEL FLOAT SWITCHES TO A DEPTH OF SIXTEEN FEET. 1 •-:.-,-: NOTE i• Twin WIRE 15 REQUIRED ON � PIPE. I 1 PHASE/ 60 HERTZ. THE MOTOR SHALL BE AN INTEG AL PART OF THE AUTOMATICALLY START AND STOP THE PUMP TO COMPENSATE FOR VARIATIONS IN PUMP GRAVITY SEWER PIPE AND FITTINGS ° O 2. INCLUDE A11 COS! OF MATERIAL h UBOft IN PRICE OF PPE PUMPING UNIT. PUMP DISCHARGE SIZE SHALL BE 1-1 PINCHES. STATION INFLUENT FLOW AS WELL AS PROVIDING VISUAL AND AUDIBLE ALARMS AT HIGH _ e�' �� 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE 1 3 4' HOSE BIB W 1.02 QUALITY ASSURANCE WEIWELL LEVELS AND VISUAL ALARMS UPON DETECTION OF MOISTURE IN THE PUMP. GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH 1 - N0. 3q 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), RPZ BACKFLOW / POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST WRM W/3 ALTERNATINO LAYERS OF SCATrT4 •JJ• TAPE � COVER WITH 1. UNIT INTEGRITY: THE PUMPS, MOTORS, CONTROL PANEL, ACCESS COVER, AND PANEL SHALL BE AS MANUFACTURED BY ELECTRIC SPECIALTY OR STACON. THE PUMP TIN SCOTCH WATERPROOFING COMPOUND. PREVENTOR ASTM DESIGNATION D 3Q34-SDR 35. ONE 1 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP GUIDE RAIL ASSEMBLIES SHALL BE SUPPLIED BY THE PUMP SUPPLIER TO INSURE CONTROL PANEL SHALL BE THE STANDARD SYSTEM OF THE MANUFACTURER AS CONCRETE () UNIT INTEGRITY. FFTTINGS INSICATIO INS THE I CHLORIDE PIPE SHALL CONFORM TO THE N0. 8. VERIFICATION OF SIGNAL 6 REQUIRED UPON COMPLEITON OF UT CO lTTNUOU MAIN NSERVIC NECT MODIFIED FOR THIS APPLICATION. THE WETWELI_ LEVELS TO BE MAINTAINED IN OPERATION _ SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. " �� PAD ' CONTIN. A Dls ONNECT, 2. PUMP TESTS: THE PUMP SUPPLIER SHALL PERFORM THE FOLLOWING TESTS ON L J SLIDE TYPE U PVT CONTINUOUS TRACE WIRE EACH PUMP BEFORE SHIPMENT FROM THE SUPPLIER: ARE AS SHOWN ON THE DRAWINGS. - POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND UMEROCK uNOTR BOLT, FIRST LOOSEN NUT, VALVE BOX THEN STRIP 3• MIN., WRAP ONCE 1. OPERATION REQUIREMENTS: Q BASE A. MEGGER THE PUMP FOR INSULATION BREAKS OR MOISTURE. FURNISHED BY JM, OR INDIAN RIPER COUNTY UTILITIES DEPARTMENT APPROVED cKar aY4, • IN AROUND BOLT, T TWIST, 2 WRAPS B. INTERNALLY PRESSURIZE THE MOTOR HOUSING TO 5 I'SI WITH A HALOGEN GAS. CHECK A. THE CONTROL PANEL SHALL INCLUDE A MAIN CIRCUIT BREAKER, A MOTOR CIRCUIT EQUAL SLIDE TYPE DO NOT Our WTR!' ALL O-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 VALVE BOX a.• Tye:s Gr T2wcx TIGHTEN NUT AFTER WRAPPING ° C. VERIFY VOLTAGE SETTING MATCHES ORDER REQUIREMENTS. VOLT CIRCUIT BREAKERS AS REQUIRED FOR CONTROL CIRCUITS AND DUPLEX RECEPTACLE. 1784, TYPE 1, GRADE 1 (12454-B). TYPE I TYPE II TRACE WIRE AROUND THE BOLT. ° " .ti Y FLOAT TYPE LIQUID :"` OPERATIONS SHALL BE ACCOMPLISHED B A4,, B. ALL PUMP CONTROLw .. �„� D.PUMP SHALL BE RUN_ DRY TO VERIFY ROTATION, 0 I BA 0 ATI E PHASE BALANCE, AND DYNAMIC LANCE. LEVEL CONTROL SYSTEM OPERATING ON A 1 10 VOLT CIRCUIT. ALL CONTROL COMPONENTS ALL OYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE METER (OPTIONAL) E. A WRITTEN CERTIFIED TEST REPORT GIVING THE ABOVE INFORMATION SHALL BE IArI. W% MANUFACTURED BY JM, OR APPROVED EQUAL POLYETHYLENE SUPPLIED WITH EACH PUMP AT THE TIME OF SHIPMENT. SHALL BE MOUNTED IN ONE COMMON ENCLOSURE. CAST IRON STAY -PUT COVER eamT MAx. +o wRArs � ;„ MAY BE RUN FROM - F. EACH PUMP CABLE END SHALL BE FITTED WfiH A RUBBER SHRINK FiT BOOT TO C. CONTROL SWITCHES OF THE H-O-A TYPE SHALL PROVIDE MEANS TO OPERATE EACH - THE PIPE SHALL BE GREEN IN COLOR. (VISQUEEN RAISED LETTERS MARKED: BUILDING ELECTRICAL PROTECT 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) "WATER" AS APPLICABLE i ' SERVICE 3. GUARANTEED PARTS STOCKING PROGRAM: THE PUMP SUPPLIER SHALL HAVE A CONTROL LOGIC SHALL PROVIDE MEANS TO MANUALLY SELECT OR AUTOMATICALLY WITH ASTM DESIGNATION D3212. TESTING OR R L ON R INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE AS 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. EXFITRATI O Q "SAN. SEWER" A5 APPLICABLE BRANCH SPLICE DETAIL 1 CONTROL PANEL INCLUDE AT LEAST ONE SET OF SPARE PARTS AS LISTED BELOW FOR EACH PUMP D. PROVISIONS FOR THE CONNECTION OF EACH PUMP'S THERMAL OVERLOADS INTO A DETERMINED BY UTILITY DEPARTMENT OR BUILDING DEPARTMENT PERSONNEL 24" MAX. PN� GRADE SUPPLIED ON THIS CONTRACT. IF THE PUMP SUPPLIER DOES NOT MEET THIS REQUIREMENT SERIES CONFIGURATION WiTH THE HOLDING COIL OF THE APPROPRIATE PUMP STARTER INSTALLATION FOR A GUARANTEED STOCK PROGRAM, THE CONTRACTOR SHALL FURNISH THE FOLLOWING SHALL BE MADE. THIS CIRCUIT SHALL SHUT THE PUMP DOWN IN THE EVENT OF MOTOR - PIPE MUST BE EAtO IN A TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS OUTUNE OF ACCESS a (Nf IRRE UNDER BOIf SPARE PARTS FOR C 6" BEL W THE BOTTOM OF THE PIPE. BACKFlLL SHALL BE X EACH PUMP. MATERIALS TO A DEPTH OF 0 _.-. {- OVERTEMPERATURE. : ' 4s,z GET,n AeaW. UPPER :' •- .. ". ",,-• _ LIP SEAL INSPECTION PLUG WASHERS THE CIRCUIT SHALL BE AUTOMATICALLY RESETTING. APPROPRIATELY MARKED TERMINALS TAMPED IN 12" LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95% caNnNuaa AID T/EB7 LOWER MECHANICAL SEAL IMPELLER BOLT SHALL BE PROVIDED FOR THE CONNECTION Or` THE PUMP THERMAL OVERLOAD LEADS. OF THE MAXIMUM DRY QENSITY. DENSITY TESTS SHALL BE PERFORMED ON THE BACKFlLL CUTTERS IMPELLER KEY �' �+ SME �E �T MOTOR CABLE UPPER BEARING 2. CONSTRUCTION: AT A MAXIMUM OF 200 Ft. INTERVALS. / SEE ELECTRICAL RISER DIAGRAM 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' WITHIN THE R/W AND I/hLFif1IX ,yu,Rp THIS SHEET FOR PANEL, METER, COMPLETE SET OF O-RINGS COMPLETE SET OF O-RINGS DEAD FRONT ENCLOSURE, CONSTRUCTED OF NOT LESS THAN 14 GAUGE TYPE 304 24" ON -SITE cr 80fW &M4. THE PUMP SUPPLIER SHALL HAVE A FACTORY AUTHORIZED SERVICE FACILITY WITHIN A STAINLESS STEEL • ° • • R ,�VA �°F SWITCH BOX, ETC LOCATIONS 2QMILE RADIUS OF SEBASTM CAPABLE OF IN SHOP MOTOR REWINDS. NO PART OF A B. THE ENCLOSURE SHALL BE EQUIPPED WITH A RAIN DRIP SHIELD ON TOP AND A DEAD PIPE MATERIALS - PRESSURE FORCE MAiN o RNMH GRADE PUMP BEING REPAIRED SHALL LEAVE THE STATE OF FLORIDA FOR REPAIR. FRONT OUTER DOOR FITTED WITH A PIANO TYPE HINGE AND A LOCKING HASP. - PVC PIPE SHALL BE GREEN IN COLOR (FORCE MAIN). TYPE i TYPE II 103 MMI7TALg a MAIN SERVICE ENTRANCE C) 1. CH S OF ALL MATERIALS REQUIRED TO ESTABLISH COMPLIANCE WITH THE C. AN ALUMINUM INNER DOOR SHALL HAVE CUTOUTS TO EXPOSE THE OPERATING z LT -_=% 5i: ��F� SWITCH DISCONNECT o SPECIFICATIONS SET FORTH HERE SHALL BE SUBMITTED TO THE ENGINEER. SUBMITTALS HANDLES OF ALL BREAKERS AND SHALL INCORPORATE THE COMPONENTS NECESSARY FOR 2' OFF -SITE FORCE MAiN AND FITTINGS PROVIDE EXTENSION � STP _ o FORCE MAIN SHALL BE BROWN, GREEN OR WHITE AND CONSTRUCTED OF: AN OPERATOR TO CHECK THE STATUS OF A PUMP. LIGHTNING ARRESTOR SHALL INCLUDE AT LEAST THE FOLLOWING: - AS SHOWN D. CONTROL COMPONENTS SHALL BE MOUNTED ON A REMOVABLE BACK PLATE THAT IS AHEAD OF CONTROL PANEL o A. EQUIPMENT DIMENSION Q N N DRAWING N T LAYOUTS WEIGHTS 1. C PIPE ASTM 2 41 SDR-21 2 0 PSI WITH PUSH ON S ANCHOR BOLT LA U1S AND WE HIS } POLYVINYL CHLORIDE (PVC) P E PER D 2 0 B. TECHNICAL DATA ON THE PUMP AND MOTOR MATERIALS OV CONSTRUCTION SECURED TO THE ENCLOSURE WITH COLLAR STUDS. r� C. MOTOR ELECTRICAL DATA E. ALL CONTROL COMPONENTS SHALL BE MARKED WITH LEGENDS FOR EASY IDENTIFICATION. TYPE JOINTS WiTH INTEGRAL WALL BELL FITTINGS SHALL BE PVC-ASTMO-1784, SOLDER srr a 3/4' HOSE BIB W/ METER ®• D. HYDRAULIC PERFORMANCE CURVES F. CONTROL WIRE SHALL BE MINIMUM 18 GA AWG, U.L #1015. ALL CONTROL WIRE CLASS 200 WITH GASKETED BELL JOINT PER ASTM-D-3139/F477, DIP PUSH ON OR RPZ BACKFLOW E. COMPLETE BILLS OF MATERIALS SHALL BE ROUTED THROUGH PLASTIC WIREWAYS WITH SNAP ON COVERS AND BE NEATLY MECH JOINT FITTINGS PER AWWA C153 MAY ALTERNATIVELY BE USED. f„ 4 m PREVENTOR 18" ABOVE GRADE F. CONTROL PANEL LAYOUT DRAWINGS, SCHEMATICS, AND BILLS OF MATERIALS BUNDLED AND TIE WRAPPED TO FORM A NEAT ASSEMBLY. EACH WIRE SHALL BE 2.) POLYETHYLENE PIPE (PE-3408 PER AWWA C-901-88 CLASS 200, DR), AND SHALL HAVE FROM BLDG. WATER 2. ANY EQUIPMENT THAT DOES NOT CONFORM WITH ALL OF THE DETAILED REQUIREMENTS A WORKING PRESSURE OF 200 PSI. DIMENSIONAL TOLERANCES SHALL CORRESPOND WITH4,4 SUPPLY OF THE SPECIFICATIONS, SHALL BE ACCOMPANIED BY COMPLETE DESCRIPTIONS OF NUMBERED BOTH ENDS WITH BRADY TYPE WIRE MARKERS. ASTM D-2239, SDR OF 9. JOINTS SHALL BE EITHER BY BUTT FUSION OR BY CONDUIT TO CONTROL PANE ,,, DEVIATIONS AND ALL NONCONFORMING ASPECTS. FAILURE TO DESCRIBE ANY AND ALL G. EACH CONDUIT ENTERING THE CONTROL PANEL FROM THE WET WELL SHALL BE FITTED MAIN LINE SPLICE DETAIL FOR LI LEVEL sENsoss DEVIATIONS FROM THE SPECIFICATIONS WILL BE CAUSE FOR REJECTION. WITH A SEAL OFF CONNECTION AS SHOWN ON THE DRAWINGS. EACH SEAL OFF SHALL BE COMPRESSION TYPE, W/ A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. STAINLESS AND POWER CABLES It 3. OPERATING AND MAINTENANCE MANUALS SHALL BE FURNISHED IN QUANTITIES AS AMPLY FILLED WiTH A REUSABLE AND PLIABLE ELECTRICAL SEALING COMPOUND TO STEEL TUBE STIFFENER INSERTS SHALL BE USED. SERVICE SADDLES AT TAP SHALL BE TOP ELEV. 13.50' "� REQUIRED BY THE CITY/COUNTY. MANUALS SHALL INCLUDE ALL NECESSRY INFORMATION TO COMPOUNDS WILL NOT BE ALLOWED. INTO THE CONTROL PANEL. CHICO OR EPDXY STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE W/ CORP STOP. TRACE t/IRE DETAIL 4; INSTRUCT OPERATING AND MAINTENANCE PERSONNEL UNFAMILIAR WITH SUCH EQUIPMENT. - FORCE MAIN SHALL HAVE A MIN OF 36' COVER, EXCEPT 42" COVER UNDER TRAFFIC AREAS. M-14• 1.04 WARRANTY H. LAMINATED WEATHERPROOF WIRING SCHEMATICS OF THE PANEL CIRCUITS ALONG WITH A 2" ON -SITE FORCE MAIN: 1 MATCH EXIST. GRADE Z WARRANTY: THE PUMP MANUFACTURER SHALL WARRANT THE PUMPS BEING SUPPLIED COMPONENT IDENTIFICATION LEGEND SHALL BE FIXED TO THE INSIDE OF THE OUTER DOOR. i T, SCH 80 PVC WiTH GLUED JOINTS OR PIPE AS SPECIFIED ABOVE. 4:1 SLOPE AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) 3. COMPONENTS: YEAR UNDER NORMAL USE, OPERATION AND SERVICE THE MANUFACTURER SHALL a ALL MOTOR BRANCH CIRCUIT BREAKERS AND MOTOR STARTERS SHALL BE OF HIGHEST VALVES VALVE AND BOX ELECTRIC SLRViCE CONDUIT --' REPLACE ANY PARTS, WHICH FAIL UNDER NORMAL USE AS A RESULT OF FACTORY INDUSTRIAL QUALITY, AND SECURELY FASTENED TO THE REMOVABLE BACK PANELS WITH GATE VALVES: sNPT SIZE & LOCATION BY ELECTRICIAN It MANUFACTURING DEFECTS FOR A PERIOD OF ONE YEAR. THE WARRANTY SHALL BE SCREWS AND WASHERS. BACK PANEL SHALL BE TAPPED TO ACCEPT ALL MOUNTING - ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH AND F.P.L. N • FLAI IN PUBLISHED FORM AND APPLY TO ALL SIMILAR UNITS. SCREWS SELF -TAPPING SCREWS SHALL NOT BE USED TO MOUNT ANY COMPONENT. BRONZE BODY, BRONZE -MOUNTED, RESILIENT SEATED, NON -RISING STEM I PART 2. PRODUCTS B. AN OPEN FRAME, ACROSS -THE -LINE, NEMA RATED, MAGNETIC MOTOR STARTER, AS TYPE FITTED WITH 'O-RING" SEALS. VALVES SHALL BE MECHANICAL JOINT, M-5 i HIGH LEVEL ALARM 2.01 MATERIALS MANUFACTURED BY SQUARE D, SHALL BE FURNISHED FOR EACH PUMP MOTOR. ALL ANSI STANDARD 21.11. I ELEV.'B" ALL METAL COMPONENTS IN THE LIFT STATION, WITH THE EXCEPTION OF THE PUMPS, MOTOR STARTERS SHALL BE EQUIPPED TO PROVIDE OVERLOAD PROTECTION ON ALL 1 MOTORS, GUIDE RAIL BASES, AND STATION PIPING, SHALL BE TYPE 304 STAINLESS STEEL PHASES. MOTOR STARTER CONTACTS SHALL BE EASILY REPLACEABLE WITHOUT REMOVING 0,5' GRINDER PUMP STATION EO_IIIPMEff THE MOTOR STARTER FROM ITS MOUNTED POSITION. PLUG VALVES: G PUMP ON 2.02 PUMPS C. A DUPLEX 15 AMP GFl UTIULTY RECEPTACLE PROVIDING 120 VOLT 60 HERTZ, SINGLE - CAST IRON BODY NON -LUBRICATED, ECCENTRIC TYPE, WITH RESILIENT E��Cn 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC MOTOR DRIVEN TOTALLY PHASE POWER SHALL BE MOUNTED INSIDE OF THE ENCLOSURE ON THE INNER DOOR. SEATED PLUGS. VALVE SURFACES SHALL BE 90% NICKEL GEAR ! 0.5' SUBMERSIBLE GRINDER PUMPS AS MANUFACTURED BY ABS PUMPS INC., ORANGE CITY. FLA. D. A RECEPTACLE TO MATCH COUNTY STANDARDS SHALL BE PROVIDED FOR CONNECTION ACTIVATORS SHALL BE WITH SEALED ENCLOSURES. VALVES SHALL HAVE 2" PROVIDE TRENCH I ; OR PRFAPPROVEO EQUAL. OF THE PANEL TO EMERGENCY POWER. A SEPARATE MAIN CIRCUIT BREAKER PROTECTING ACTUATING NUTS. VALVES SHALL BE RATED FOR 150 P.S.I. SLOPE AS REVD. , I I . 2. PUMP DESIGN: THE EMERGENCY POWER CIRCUIT SHALL BE PROVIDED AND SHALL BE MECHANICALLY GRADE ' ELEV. D A. PUMPS SHALL BE CAPABLE OF HANDLING RAW, UNSCREENED SEWAGE. THE GRINDER INTERLOCKED TO THE NORMAL POWER MAiN BREAKER TO PREVENT BOTH BREAKERS TO BE F i i � 2.O UNIT SHALL BE CAPABLE OF SHEARING AND REDUCING TO A FINE SLURRY ALL IN THE "ON" POSITION AT THE SAME TIME. MARKING MATERIAL NORMALLY FOUND IN DOMESTIC AND COMMERCIAL SEWAGE SUCH AS SANITARY E. FOR ALARM INDICATION, A TOP MOUNTED FLASHING LIGHT AND HORN SHALL BE - TWO-INCH WIDE IDENTIFICATION TAPE SHALL BE SPIRAL -WRAPPED OR i S NAPKINS, DISPOSABLE DIAPERS. CLOTH DIAPERS, WASH RAGS, WOOD, PLASTIC, ETC. THE PROVIDED. AN NEMA 4 SILENCING BUTTON SHALL BE PROVIDED ON THE OUTSIDE OF THE AFFIXED TO THE TOP OF THE PIPE. TAPE SHALL HAVE THE Ou 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 WORDS "WATER MAIN" OR "FORCE MAIN" IN 3/4" HIGH LETTERS I ELEV."E" 0.50' INCLUDING H WILL CONTINUE TO FLASH INDEPENDENT OF THE HORN. THE ALARM CIRCUIT SHALL I CHECK AND GATE VALVES. APPEARING ONE OR MORE TIMES EVERY 24 INCHES. B. THE DESIGN SHALL BE SUCH THAT TFiE PUMPS WILL BE AUTOMATICALLY CONNECTED AUTOMATICALLY RESET. - PIPING SHALL BE INSTALLED WITH #10 GA. THWA INSUL. STRANDED%9 - I I mo/ �kR SIG 0.50' TO THE DISCHARGE PIPING WHEN LOWERED ONTO THE DISCHARGE CONNECTION GUIDED F. A SECONDARY LIGHTNING ARRESTOR SHALL BE PROVIDED. COPPER WIRE ATTACHED FOR LOCATING PURPOSES. DETECTION TAPE I I Y tL BY ONE 2' DIA SCH 40 304 STAINLESS STEEL GUIDE RAIL PUMPS SHALL BE EASILY ON THE INSTALLATION I ' BOTTOM ELEV REMOVABLE FOR INSPECTION OR SERVICE, REQUIRING NO BOLTS, NUTS OR OTHER AFTER A - MAINS SHALL BE INSTALLED iN ACCORDANCE WITH APPLICABLE AW.WA SEE NOTE 'L I ' I ELEV."G" FASTENINGS TO BE REMOVED FOR THIS PURPOSE AND NO NEED FOR PERSONNEL TO �) STANDARD C600, C900, ASTM 0-2774 AND A.W.WA MANUAL M23 AND > 6' MAX. LAYERS ENTER THE WET WELL EACH PUMP SHALL BE FITTED WITH A 300 STAINLESS STEEL 4. OPERATLNG CONTROLS AND INSTRUMENTS I THE MANUFACTURERS RECOMMENDED PROCEDURES. Ou OR OTHER APPROVED ANTI -FLOTATION PLATE J 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 _ WATER MAINS SHALL CROSS ABOVE SANITARY SEWER, STORM SEWERS, FORCE METHOD TO ACHIEVE 300 STAINL SS MAINTAIN TRENCH TI FIBERGLASS WEiWELL ' . THREADED CAP ON r-BRONZE 3WINC ON VALVE �7 111191271 I I PLAN NOT TO SCALE f-ALARM LIGHT (RED COLOR) ALARM HORN CONTROL PANEL TO BE NEMA 3R S.S. DUPLE( CONTROL PANEL, LOCKABLE, INTRINSICALLY ELECTRICAL: PROPOSED AT SiTE : 3 PHASE EMERGENCY POWER RECEPTACLE CONTROLS TO RUN BASIN CONTINUOUS TO ELECTRIC CONTROL PANEL SEAL WATER GHT S, CABLE I HOLDING "'; I (2) S.S. LIFTING CABLES - EMERGENCY PUMPOUT COUPLING "KAM-LOC" A OR EQUAL T - - am L 2.5" MJGV -2.5' SCH 80 PVC (112 LF) i EXIST. 1 O" FORCEMAiN CONNECT TO EXIST iW FORCE -MAIN CONST. 107X4" TAPPING SLEEVE, 4" MJGV 4' PVC FM REDUCER/FITTINGS AS REQUIRED 4" TO 2.5" DUPLEX FIBERGLASS BASIN SAFE STEEL COVER (LOCKABLE) Z i - � BRONZE T HANDLED GATE i NOTE: REQUIRED VALVES AND FITTINGS VALVE W DAVIS METER PVC VENT W/ WILL NOT BE ACCEPTED WITHIN CAP S.S. BUG SCREEN WET WELL, AND MUST BE PROVIDED , AND CONC. PAD IN A SEPARATE VALVE VAULT. WATER TIGHT JOINT- I 4" EMERGENCY PUMPOUT COUPLING "KAM-LOG" OR EQUAL � I 4:1 MATCH EXIST. GRADE 4:1 SLOPE A.1 3" VALVE VALVE PLUG 4" SCH 80 PVC MIN - VA E /JI 36' IST. 10" vI=' _ - - aIII FORCEMAiN Z , 2.5" SCH 80 PV SLOPE 10 DRNN it i 4" PR 200 BELL AND GASKEITED PVC PiPE ' : =: ` , - . . W/ MECHANICAL RESTRAINT AT FITTINGS / JOINTS PER FLOOR DRAIN W TRAP {1 /: MINY A IRC SPECIFICATIONS, SEE RESTRAINT SCHEDULE, \ (2) 2.5" DIA DWG NO. M-5B SCH 80 PVC DISCHARGE PIPES POURED CONCRETE FLOOR FIBERGLASS VALVE VAULT W/ LOCKABLE COVER, OR OPTIONAL USE: 4" POLYETHYLENE PIPE SUDS RAILS 2.5" X 1-1/4" 2" SCH 40 AISi 304SS APPROVED EQUAL ppZ SPECIFICATIONS THIS SHEET REDUCER PIPES NOTES .�. ,o CONTRACTOR TO LOCATE AND INSTALL INLET HUB IN FIELD. 1 , 1) ALL DIMENSIONS ARE IN INCHES. CONTROL PANEL TO BE,NEMA 3R S.S. DUPLEX 2.) ELECTRICAL: PROPOSED 'AT SITE : 230 VOLTAGE - 1 PHASE ELECTRIC E STEEL LI RING CABLE O AD T GTH TO PERMIT INDICATE F EQUATE STRENG H AND LEN INNER DOOR. ALL CONTROLS AND INSTRUMENTS SHALL BE CLEARLY LABELED TO MAINS, OR RECLAIMED WATER LINES WITH A MINIMUM OF 18' VERTICAL z 95% COMPACTION I . 1-PLACE 4.64 CY OF CONSULT W FLORIDA, POWER &LIGHT, i-800-226-3545 RAISING THE PUMP FOR INSPECTION AND REMOVAL. FUNCTION. SEPARATION, OR CONSTRUCT DUCTILE IRON PIPE AT THE CROSSING SUCH WIDTH 2 -0 ABOVE � I SECTION A -A CONCRETE OVER 3 / 3. GRINDER PUMP CONSTRUCTION: B. PUMP MODE SELECTOR SWITCHES SHALL BE HAND -OFF -AUTO TYPE TO PERMIT THAT ALL PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING TOP OF PiPE I NOT To SCALE ANTI -FLOTATION RING 4.� PANEL /PUMPING STATION TO INCLUDE: A. THE STATOR CASING, Ott CASING AND IMPELLER SHALL BE OF GREY IRON OVERRIDE OF AUTOMATIC LEVEL CONTROL AND MANUAL ACTUATION OR SHUTDOWN OF WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2} JOINTS. SEE NOTE 4 0 a. EMERGENCY POWER RECEPTACLE, COMPATIBLE W/ CONSTRUCTION, WITH ALL PARTS COMING INTO CONTACT WITH SEWAGE PROTECTED BY EITHER PUMP MOTOR. OPERATION OF PUMPS IN MANUAL MODE SHALL NOT BYPASS ANY I CONTRACTOR TO PVC EPDXY PRIMER WITH A COMPATIBLE EPDXY FINISH COAT. ALL EXTERNAL BOLTS AND SAFETY SHUTDOWN. SWITCHES SHALL BE MANUFACTURED BY SQUARE D COMPANY, NEMA - WATER MAIN SHAD_ 6E LOCATED AT LEAST 10-FEET HORIZONTALLY 1 INSTALL cftour I.R.C. UTILITY DEPT. EMERGENCY MAINT. EQUIPMENT. NUTS SHALL BE OF 300 STAINLESS STEEL 4X, PROVIDING THREE SWITCH POSITIONS, EACH OF WHICH SHALL BE CLEARLY LABELED FROM ALL SANITARY SEWERS, STORM SEWERS, FORCE MAANS AND - B. THE PUMP SHALL BE OF THE CENTRIFUGAL TYPE WITH THE ROTATING CUTTER RECLAIMED WATER MAINS. N I I AT 1.5:1 SLOPE MOUNTED ON THE PUMP SHAFT DIRECTLY AGAINST THE IMPELLER. THE STATIONARY ACCORDING TO FUNCTION. I). EMERGENCY PUMP -OUT COUPLING BY TNT."KAMIOC", COMPATIBLE 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 SPECIFIED CANWHEN THE MUM HORIZONTAL NOTBE OBTAINED, THOSE CLEARANCES LL ERNNA solELmoNs W/ I.R.C. UTIi�TY DEPT: EMERGENCY MATNT. EQUIPMENT. SHALL BE CAST WITH GROOVES SPIRALING OUTWARD FROM THE CENTER OPENING OF THE VOLT INPUT. BULBS SHALL BE EASILY REPLACEABLE FROM THE FRONT OF THE INNER LIFT STATION DETAIL c. ALARM LIGHT & HORN TO INDICATE HIGH LEVEL PLATE TO THE OUTER DIAMETER. THE IMPELLER SHALL BE A MULTIPLE VANE DOOR WITHOUT THE NEED TO REMOVE LAMP SOCKET BASE FROM iTS MOUNTED POSITION. ACCORDING TO THE "RECOMMENDED STANDARDS FOR WATER WORKS" I I ALARM ELEVATIONS e D. A SIX DIGIT, NONRESETABLE ELAPSED TIME METER SHALL BE CONNECTED TO EACH (LATEST REVISION} SHALL BE USED. 6. ALL HARDWARE (NUTS, BOLTS, WASHERS, HINGES ETC. CENTRIFUGAL TYPE. THE CUTTER MATERIAL SHALL BE SIMILAR TO AN AISI 440C ) ( ) _ MAXIMUM WATER LEVEL I TRAFFIC BEARING UTILITY STAINLESS STEEL WITH THE ADDITION OF COBALT, VANADIUM, AND MOLYBDENUM FOR MOTOR STARTER TO INDICATE THE TOTAL RUNNING TIME OF EACH PUMP IN "HOURS" AND PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER 4�� MAX. I Ffl N (PRIVATE) d. LIGHTNING ARRESTOR. TO BE 304 S.S. SUPERIOR ABRASION RESISTANCE AND A HARDNESS OF 58-62 ROCKWELL C. "TENTH OF HOURS'. DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM of THE ALLOWABLE DURING LAYERS 1 BOX AND TOP WITH LIFTING METER BOX TO BE GRADE 5. PUMP REQUIREMENTS i C. THE COMMON PUMP AND MOTOR SHAFT SHALL BE 420 STAINLESS STEEL SUPPORTED E. CONTROL TERMINAL BLOCKS SHAD. BE OF THE SCREW CLAMP TYPE, RATED 600 PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFIELD CONSTRUCTION AT 95%ED DEVICE IN TOP. IDENTIFY USED FOR VENTILATION SWALE ) 7. ALL VALVES, FITTINGS, CHECK VALVES, ETC. TO BE BY A HEAVY DUTY LOWER SINGLE ROW BALL BEARING IN 2 AND 2.5 HORSEPOWER VOLTS AND SHALL BE CLEARLY MARKED AS TO FUNCTION. SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT d- � ' UTILITY ( ) Q = 72.5 G.P.M. ) MODELS ONLY WHILE 3 HORSEPOWER AND ABOVE SHALL HAVE A MAXI -DUTY DOUBLE F. PHASE MONITORS: 230 VOLT, 3 PHASE STATIONS SHALL BE EQUIPPED WITH AN FIGHT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. " - - -- - - I 21(MIN) H = 112 FT I AS APPROVED BY I.R.C. UTILITIES. CONTRACTOR MUST ROW LOWER BALL BEARING. THE UPPER BEARING SHALL BE A SEALED SINGLE ROW BALL PIN BASE COMBINATION VOLTAGE AND PHASE MONITOR AS MANUFACTURED BY DIVERSIFIED - MAINS MUST BE INSTALLED WITH A MINIMUM OF 36' OF GROUND COVER AND 42" 1 GRADE (ROADWAY) BEARING, ALL MODELS. THE CUTTING ELEMENTS AND IMPELLER SHALL BE DESIGNED TO ELECTRONICS. 480 VOLT 3 PHASE STATIONS SHALL BE EQUIPPED WiTH A SURFACE BELOW ROADS, DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETAILS AND „ 12" PIPE 12" 3 4 DIA. BEDDING ROCK I KEEP THE OVERHUNG LOAD DISTANCE TO A MINIMUM. ALL FASTENERS SHALL BE 304 MOUNT UNIT AS MANUFACTURED Bf DIVERSIFIED ELECTRONICS. SPECIFICATION IN THESE PLANS. O.D. STAINLESS STEEL G. ONE "SEAL FAIL" INDICATING LIGHT PER PUMP OF THE "PUSH TO TEST" TYPE, SHALL BE TAPPING SLEE`/ES/�VALVES OR PEA ROCK WHERE UNDISTURBED I I'll D. EACH PUMP SHALL BE EQUIPPED WITH TWO SEALS. THE LOWER SEAL (PUMP SIDE) INSTALLED ON THE INNER DOOR TO PROVIDE INDICATION OF THE PRESENCE OF WATER IN -TAPPING SLEEVES SHALL BE MECHANICAL JOINT TYPE WITH DUCTILE IRON OR STAINLESS ~� SHALL BE OF THE MECHANICAL TYPE WITH SILICON CARBIDE FACES. THE UPPER SEAL THE PUMP. A PLUG-IN THRESHOLD RELAY AS MANUFACTURED BY SYRELEC MODEL PNR110 STEEL BODIES AND HARDWARE. THE TAPPING VALVE SHALL BE GATE VALVE SPECIFICALLY CONDITIONS REQ D. TRENCH W DTH SOIL I /��^rs?; �" 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. DESIGNED FOR THE PURPOSE OF TAPPING PRESSUREIZED MAANS, AND W �� I` ll'" I ' - \ \ J-, J-.w SHALL BE SEPARATED BY AN OIL CHAMBER. SHALL BE COMPATABLE WITH THE TAPPING SLEEVE. THE SLEEVE OUTLET SHALL CONFORM / /,� 'I.,- 1, �,;• // E. THE PUMP SHALL BE FiTTED WITH AN OIL CHAMBER IN WHICH THE SHAFT TO ANSI B16.1, CLASS 125. NOTES AIR RELEASE }:) MECHANICAL SEALS OPERATE. THE CHAMBER SHALL BE FITTED WITH A DRAIN AND - TAPPING SADDLE TO BE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH CORP. I VALVE AS I �" -: • GRAVEL OR INSPECTION PLUG EASILY ACCESSIBLE FROM THE OUTSIDE OF THE PUMP. THE CHAMBER PART 3 EXECUTION STOP +,•,. DRAINBOX SHALL ALSO BE FITTED WITH A PROBE EXTENDING FROM THE BOTTOM OF THE MOTOR 3.01 INSTALLATLON TESTING 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, 1 APPROVED BY IRCDUS *�. ��. HOUSING INTO THE OIL CHAMBER. THE PROBE SHALL DETECT THE PRESENCE OF WATER 1. INSTALLATION SHAD- BE BY OTHERS IN STRICT ACCORDANCE WITH THE CONTRACTOR'S - HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH I i,« - , VENTILATION 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. A.W.WA STANDARD C600, C900, C905 AND A.W.WA MANUAL M23. CONTRACTOR I ' i M. 4 0 <MIN) POLYETHYLENE TUBING 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 SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY 2" DIAMETER :.° `t6 INNER DOOR OF THE CONTROL PANEL WHEN WATER IS DETECTED IN THE OIL CHAMBER RECOMMENDATIONS. TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND 2• SHEETING Will BE REQUIRED AS DETERMINED IN THE FIELD. ;STAINLESS STEEL AS WELL AS IN THE MOTOR HOUSING. THIS SYSTEM WILL PROVIDE ADVANCE WARNING 2. UPON COMPLETION OF EACH STATION, THE PUMP MANUFACTURER SHALL INSPECT THE FINAL INSPECTIONS. 1 ' - 2" DIAMETER ' NIPPLE s; : • STAINLESS STEEL TO AN OPERATOR OF POTENTIAL SEAL FAILURE BEFORE MAJOR DAMAGE OCCURS TO INSTALLATION AND SUBMIT A CERTIFICATE STATING THAT THE INSTALLATION OF THE 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A,S.H.T.O, T-180. . ;A ;L`� NIPPLE P.IE LIMP. MOTOR. EQUIPMENT IS SATISFACTORY, AND THAT THE EQUIPMENT IS READY FOR OPERATION. GENERAL U Ti LI TY NOTES ,�, E P�Mp DISCHARGE SHALL BE FITTED WiTH A GUIDE BRACKET THAT SHALL BE A 3.03 TESTING 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 2' STAINLESS STEEL � -i?, SEPARATE CASTING FITTED - WITH ARENEWABLE BUNG-N SEAT AND BOLTED TO THE 1. AFTER ALL PUMPS HAVE BEEN COMPLETELY INSTALLED, THE CONTRACTOR ALONG WITH ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH INDIAN ^, PUMP DISCHARGE. MACHINED GUIDE RAIL MATING FACES INTEGRAL TO THE PUMP THE PUMP SUPPLIER SHALL CONDUCT IN THE PRESENCE OF THE OWNER AND THE „ 1 DOUBLE STRAP <:.� i! . 2" CURB STOP STANDARDS, JANUARY 1997." DISCHARGE WILL NOT BE CONSIDERED EQUAL TO THE BOLT ON BRACKET WITH ENGINEER SUCH TESTS AS ARE NECESSARY TO INDICATE THAT THE PUMP STATION RIVER COUNTY WATER AND WASTEWATER UTILITY TAND 5. TRENCH WIDTH W =PIPE O.D. PLUS 2 -0 I SERVICE SADDLE ;y . •y.. RENEWABLE SEAT SPECIFIED. SEALING OF THE GUIDE BRACKET TO THE DISCHARGE BASE CONFORMS TO THE SPECIFICATIONS. FIELD TESTS SHALL INCLUDE ALL PUMPS INCLUDED - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT I �Z . i SHALL NOT REQUIRE MOVEMENT OF THE PUMP, HYDRAULIC PRESSURE, OR MACHINED UNDER THIS SECTION. THE CONTRACTOR SHALL SUPPLY ALL ELECTRIC POWER, WATER OR AND F.D.E.P. PERMIT CONDITIONS. 6. NUMBER 14 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL. BE I � FACES. THE CAST IRON DISCHARGE CONNECTION SHALL BE BOLTED TO THE FLOOR OF WASTEWATER, LABOR, EQUIPMENT AND INCIDENTALS REQUIRED TO COMPLETE THE FIELD SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND SPIRAL WRAPPED OF AFFIXED TO THE TOP OF THE PIPE. THE WET WELL AND DESIGNED SO AS TO RECEIVE THE PUMP CONNECTING FLANGE TESTS. ; PROVIDE OFFSET WITHOUT THE NEED OF ANY BOLTS OR FASTENERS. 2. PRIOR TO THE FINAL TEST, THE CONTRACTOR SHALL FLUSH ALL INFLUENT LINES TO I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. 2 A. PUMP MOTORS RATED FOR 2 AND 2.5 HORSEPOWER SHALL BE NEMA DESIGN B I CUT OUT FOR OD THE STATION AND THEN SHALL REMOVE ALL DEBRIS AND SEDIMENT THAT HAS - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN I OF MAIN HOUSED IN AN OIL FILLED CASING. PUMP MOTORS 3 HORSEPOWER AND LARGER SHALL ACCUMULATED IN THE STATION BOTTOM. " 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN ; BE NEMA DESIGN B HOUSED IN AN AIR FILLED CASING. ALL MOTORS SHALL HAVE 3. THE FINAL ACCEPTANCE TEST SHALL DEMONSTRATE THAT ALL ITEMS OF THESE RIVER COUNTY WATER AND WASTEWATER UTILITY STDNDARDS, JANUARY 1997. ,I :T CLASS F INSULATED MOISTURE RESISTANT WINDINGS. THE TEMPERATURE AT ANY POINT IN SPECIFICATIONS HAVE BEEN MET BY THE EQUIPMENT AS INSTALLED AND SHALL INCLUDE, WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT 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 TO, THE FOLLOWING TESTS: INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER 1/2 CUBIC YARD ELEVATION THE PUMP. BIMETALLIC THERMAL SWITCHES SHALL BE IMBEDDED IN EACH PHASE OF A. THAT THE QUICK RELEASE LIFT OUT FEATURE FUNCTIONS PROPERLY AND ALLOWS THE AFOREMENTIONED PUBUCATION SHALL BE REFERENCED. JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE ; , 3/4" GRAVEL OR THE WINDING TO SENSE HIGH TEMPERATURE. THE RATING OF THE SWITCH SHALL BE PUMP TO BE RAISED AND LOWERED PROPERLY. - THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY DRAIN ROCK WATER MAIN/WASTEWATER MAIN 1200C t 50C. THE CONTROL CURRENT SHALL BE CONNECTED THROUGH THE B. THAT ALL UNITS HAVE BEEN PROPERLY INSTALLED AND ARE IN CORRECT ALIGNMENT. OF SEBASTiAN PUBLIC WORKS, INDIAN RIVER COUNTY UTILITIES, U.N.C.LE. AND ANY STRINGENT. BIMETALLIC SWITCHES SO THE MOTOR IS SHUT DOWN SHOULD A HIGH TEMPERATURE C. THAT THE UNITS OPERATE WITHOUT OVERHEATING OR OVERLOADING ANY PARTS AND OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL I CONDITION EXIST. THE SWITCHES SHALL BE SELF -RESETTING WHEN THE MOTOR COOLS. WITHOUT OBJECTIONABLE VIBRATION. NOTES 4. PUMP MOTOR: D. THAT THERE ARE NO MECHANICAL DEFECTS IN ANY OF THE PARTS. EXISTING UTILITIES LOCATED IN THE FIELD. - B. SINGLE PHASE MOTORS SHALL BE OF THE EXTERNAL CAPACITOR START CAPACITOR E. THAT THE PUMPS CAN DELIVER THE SPECIFIED PRESSURE AND QUANTITY OF RAW, - ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, TRENCH DETAIL 1, AUTOMATIC AIR RELEASE VALVE TD BE LOCATED ONLY WHERE RUN TYPE FOR HIGH STARTING TORQUE. MOTORS THAT HAVE INTEGRAL START UNSCREENED SEWAGE. CAPACITORS INSIDE THE MOTOR HOUSING SHALL NOT BE ACCEPTABLE. F. THAT THE PUMP SENSORS AND CONTROLS PERFORM SATISFACTORILY AS TO CONTROL EXFILTRATION/ INFILTRATION, LAMPLNG, T.V. CONDITIONS MAKE IT INACCESSABLE DR AS REQUIRED BY THE C. OIL FILLED MOTORS OF 2 do 2.5 HORSEPOWER SHALL BE ENCLOSED IN A TYPE SEQUENCE; IE, CORRECT START AND STOP ELEVATIONS, AND PROPER ALARM LEVEL INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED (UNPAVED AREAS) IRCDUS, 316 STAINLESS STEEL OUTER HOUSING. AIR FILLED MOTORS 3 HORSEPOWER AND FUNCTIONS. SPECIFICATIONS) SHALL BE PROVIDED AND PAID I 2, AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND { PLACED AT SUMMITS IE ABOVE SHALL HAVE CAST IRON HOUSINGS EQUIPPED WITH EXTERNAL COOLING FINS. '4. IF THE PUMP PERFORMANCE DOES NOT MEET THE SPECIFICATIONS, CORRECTIVE FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL M`i N THE SYSTEM, FOR DIRECTIONAL DRILLS, D. THE PUMP/MOTOR SHAFT SHALL BE CONSTRUCTED OF 420 STAINLESS STEEL AND MEASURES SHALL BE TAKEN OR THE PUMPS SHALL BE REMOVED AND REPLACED WITH AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE SHALL BE KEYED TO ACCEPT THE IMPELLER. THE IMPELLER SHALL BE SECURED TO PUMPS WHICH SATISFY THE CONDITIONS SPECIFIED. A 24-HOUR OPERATING PERIOD OF TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR I CROSSING, 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 NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS . I 3, SEE TRACER WIRE DETAIL. <M-14) TAPERED OR THREADED ENDS FOR SECURING THE IMPELLER WILL NOT BE ACCEPTABLE. PUT INTO REGULAR SERVICE BECAUSE OF THE LACK OF WASTEWATER OR DISCHARGE PRIOR TO ANY REQUEST FOR PAYMENT. BELOW GROUND E. SEALING OF THE POWER CABLE ENTRANCE INTO THE TERMINAL CHAMBER SHALL BE FORCE MAANS. THE STATION SHALL BE "EXERCISED" AT A MINIMUM OF TWO TIMES A PROVIDED BY A BONA-N GROMMET IN A COMPRESSION FITTING. EPDXY OR OTHER MONTH BY THE CONTRACTOR. SWITCH DISCONNECT I AIR RELEASEETAIL COMPOUNDS USED IN THE SEALING OF THE POWER CABLE ENTRY IS UNACCEPTABLE. THE TERMINAL CHAMBER SHALL BE ISOLATED FROM THE MOTOR CHAMBER 8Y A WATERTIGHT BARRIER. i CONTROL PANEL I (AUTOMATIC - WATER/WASTEWATER) 5. CABLE: I M-, PUMP MOTOR CABLE SHALL BE OF THE SO/SOW TYPE SUITABLE FOR SUBMERSIBLE PUMP GENERATOR RECEPTOR ELECTRIC METER APPLICATIONS WITH THE RATING PERMANENTLY EMBOSSED ON THE CABLE. CABLE LENGTH MODEL NO. A3042(0.A.E.) (CONTRACTOR LOCATE) SHALL BE SUFFICIENT TO REACH THE CONTROL PANEL WITHOUT THE NEED FOR JUNCTION 1 1 OPTIONAL -RUN FROM BUILDING BOXES OR SPLICES. CABLE SIZING SHALL CONFORM TO NEC REQUIREMENTS FOR THE i METER/ELECTRIC PANAL FULL LOAD CURRENT OF THE PUMP MOTOR. THE POWER CABLE FROM EACH PUMP SHALL ��i PAVEMENT O BE PULLED TO THE CONTROL PANEL THROUGH A MINIMUM OF A 2" DIAMETER CONDUIT. UNISTRUT (OR EQ - - - I 1 ALL FLOAT SWITCHES SHALL BE PULLED THROUGH A SEPARATE 2" DIAMETER CONDUIT. . 2.03 ACCESSORIES LIFT STATION NOTES: 1 1. ACCESS HATCHES: 1) CONTRACTOR SHALL VERIFY ELECTRIC AVAILABLITY (10/3m) AND NOTIFY ENGINEER OF THE WET WELL AND VALVE VAULT SHALL BE EQUIPPED WITH ACCESS HATCHES OF THE ANY INCOMPATABILITIES PRIOR TO ORDERING PUMPS. ' F.,V. UNDEJ SINGLE OR DOUBLE LEAF CONSTRUCTION IN THE MINIMUM SIZES SHOWN ON THE 2) LIFT STATION WET WELL, VALVE VAULT AND CONTROL PANEL SHALL BE PROVIDED WITH LIGHTENING ARRESTOR iP/ENCASE3 DRAWINGS. THE PUMP MANUFACTURER SHALL COORDINATE THE WET WELL HATCH SIZE I I LOCKABLE HARDWARE. - - - -_ ________ FIELD MOUNTED BY i►.M. T.O.P. B WITH THE PUMPS BEING FURNISHED WHILE THE VALVE VAULT COVER SHALL BE SINGLE I i 3) THE OWNER/DEVELOPER MUST IDENTIFY AND CONTRACT WiTH A QUALIFIED UTILITY III ELECTRICIAN LEAF WITH A MINIMUM OF A 36"X 36" CLEAR OPENING. THE HATCHES SHALL BE OPERATOR/CONTRACTOR TO PROVIDE REGULAR AND EMERGENCY MAINTENANCE. CONTACT TO SERVICE LOCATION AIR RELEASE FABRICATED OF ALUMINUM DIAMOND PLATE REINFORCED FOR A 300# LOAD RATING. THE INFORMATION SHALL BE PROVIDED TO IRCDUS, D.O.H., SHALL BE POSTED ON A SIGN (VERIFY W/ POWER CO.) VALVE OVEJ COVER(S) SHALL BE EQUIPPED WITH STAINLESS STEEL HINGES, STAINLESS STEEL ADJACENT TO THE LIFTSTATION, AND SHALL BE PROGRAMED INTO THE SYSTEM STA. 1+38 AUTOMATIC HOLD OPEN ARMS, AND PADLOCK HASPS. HATCHES SHALL BE AS EMERGENCY TELEMETRY NOTIFICATION. " F.M. T.O.P. E, MANUFACTURED BY HALLI PRODUCTS OR ELECTRIC SPECIALTY. 4) SIGN SHALL BE POSTED ADJACENT TO THE LIFT STATION, PROVIDING THE NAME AND SEAL -OFFS - (2 ) 2. FLOAT / CABLE HANGER: 2 -2 CONDUITS REQ'D FOR 2 H.P. PUMPS A 300 SERIES STAINLESS STEEL CABLE HOLDER WITH A MINIMUM OF SIX HOOKS OF PHONE NO. OF AN EMERGENCY CONTACT IN CASE OF AN EMERGENCY/ SYSTEM FAILURE. 3/4 HOSE BIBB W/ SUFFICIENT LENGTH AND STRENGTH TO PROVIDE SUPPORT FOR EACH SEPARATE CABLE 5) THE LIFT STATION MUST BE EQUIPPED WITH A TELEMETRY DEVICE THAT WILL NOTIFY THE BACKFLOW PREVENTER 3 - 2' CONDUITS REQ'D FOR 3 H.P. SHALL BE FURNISHED. THE FLOAT/CABLE HANGER SHALL BE EASILY ACCESSED FROM EMERGENCY CONTACT/OPERATOR/MAINTENANCEENTITY UPON ACTIVATION OF THE ALARM (WATTS OR EQUIV.) AND LARGER PUMPS SYSTEM. ABS PIRANHA M50/2W, 6.7 HP SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR 160 mm IMPELLER TO CONSTRUCTION. 3450 RPM. 1-1/4- DISCHARGE ALTERNATE PUMP . I MANUFACTURERS WILL I BE CONSIDERED PROPOSED FORCE MAIN DIA LENGTH VELOCITY (INCH) (FT) (FPS) TYPE 2.5" 112 4.25 P.V.C. SCH 80 4'r - - P.V.C. SCH 80 8" PLUG STA. 0+00 T.O.P. EL. 4.63 NOTE: A MINIMUM TEXT SIZE OF 1/8' 8" P.V.,R-33 SHALL BE REQUIRED ON ALL STA. 0+37 AS BUILT SURVEYS. T.O.P. EL. 4.40 R/W I - 8" 1/4" BEND 1 STA. 0EL. T.O.P. EL. 4.42 8" MAIN 8" 1/8 BEND W. - _ STA. 1 + 1 b 11 ENT 3 T.O.P. EL. 4,89 STA. 122+ 18 644 m 8" 1/8 BEND F.M. UNDER SAN. S. STA. 1 +22 F.M. T.O.P. EL. 5.50 1F.M. T.O.P. EL. 6.62 SAN. S.T.O.P. EL. 6.40 - 6 A.R.V. TAP STA. 1+28 " SLEEVE22.2b STA. 3" P.V. T.O.P. EL. 5.32 R-!/4 qq CORNER I R/W w OF BLDG. I PUMPING STATION DATA TABLE LiFT STATION SITE ONLY PRIMARY CONDITION PUMPING CAPACITY G.P.M. 72.5 TOTAL HEAD {f) FEET 112 EFFICIENCY %vI, 37.0% INTER- MEDIATE CONDITION 1 PUMPING CAPACITY G.P.M. -- TOTAL HEAD FEET -- EFFICIENCY %M. -- SEc CONDITION CONDITION PUMPING CAPACITY G.P.M. -- TOTAL HEAD (*) FEET -- EFFICiENCY %ES -- MIN. SOLIDS PASS. IMPELLER INCHES 1-1 4 PUMP MODEL NUMBER No. 50 2W PUMP IMPELLER M.M. 160 PUMP SPEED (DESIGN) R.P.M. 3450 MOTOR NAMEPLATE H.P. H.P. 6.7 MAX.' PUMP BRAKE H.P. H.P. 6.7 MAX,' MOTOR SPEED R.P.M. 3450 INITIAL INFLUENT FLOW G.P.M. 27.0 MIN. PUMP CYCLE TIME MiNS. 15.25 TOP ELEVATION FT 13.5 INFLUENT PIPE INV. ELEV. (N) ELEV."A' 4.11' ALARM SIGNAL ON ELEV. ELEV."B' 3.75' LAG PUMP ON ELEV. ELEV."C 3.25' LEAD PUMP ON ELEV. ELEV. "D' 2.75' 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' THE HATCH OPENING. 6) THE FORCE MAIN SHALL BE CLEARLY MARKED WITH TAPE OR OTHER MARKINGS AND WATER LEVEL CONTROL STA. 2+76 V . I F FLOAT SWITCHES: IDENTIFIED AS A FORCE MAIN TO ENSURE THE PIPE IS NOT MISTAKEN AS A WATER MAIN."X24"X6" THK FLOAT SWITCHES SHALL BE U.L LISTED NON FLOATING DISPLACEMENT TYPE WITH SEALED TO PUMP No. 1 F.M.F�fUNDER TEL�4 to MERCURY SWITCHES IN A CHEMICAL RESISTANT POLYPROPYLENE CASING. SUFFICIENT ' TO PUMP No.2 F.Y. T.O.P. EL. 5.36 .• " CABLE SHALL BE PROVIDED TO REACH THE CONTROL PANEL WITHOUT THE NEED FOR 3/4" GALV. RISER 2' GALV. PIPE OR EQUIV. POSTS TO TEL. EL. 6.2b + 6 CONC. PAD W/ 4 THREADED BRASS SPLICES OR JUNCTION BOXES IN ADDITION TO PROVIDING AMPLE CABLE FOR HEIGHT O N 6 ADJUSTMENTS. FLOAT SWITCHES SHALL BE ROTO-FLOATS AS MANUFACTURED BY ANCHOR I \ + 6"X6" 10/10 W.W.F. CLEAN -OUT CAP ADJUSTMENTS. g� SCIENTIFIC. SLEEVE REQUIRED , ,y , • ` . -4 `•, --- l GRADEIMUM R/W _\ T 1 4. FIBERGLASS BASIN. THE FIBERGLASS BASIN SHALL BE MANUFACTURED FROM COMMERCIAL GRADE POLYSTER RESIN. A - t v r e F 4 TO WATER SUPPLY T T C_ _ THE COMPLETE WET WELL SHALL HAVE A DYNAMIC LOADING OF 16,000FT-LBS AND SHALL NOT ' 1 I I ll�: i1 - 4., . 4 8 P.V.,R-33 DEFLECT VERTICALLY DOWNWARD MORE THAN A 1/4" AT THE POINT OF LOAD APPLICATION WHEN - 121t00 122i 00 T.O.P. EL.b.b3 123i 00 II � LOADED TO 24,000LBS. THE FIBERGLASS VALVE VAULT SHALL BE 24"X36"X30" DEEP AND MEET u u - CONCRETE SLAB 48" Lx12" WAD" D I f,I THE REQUIREMENTS FOR INCINDPNTAL TRAFFIC H-10 LOADING AS ESTABLISHED BY ASSHTO. OR CONCRETE AROUND POSTS 8" SAN. S. THE COMPRESSION STRENGTH SHALL BE AT LEAST 11,000PSI. FLOAT SWITCHES SHALL BE GROUND ROD 12" a x 24" DEEP NOTES I 1 " ULLISTED TYPE "S-ROTOFLOAT" MANUFACTURED BY ANCHOR SCIENTIFIC, INC. WITH 30 FEET OF STO PVC CABLE. 24" X 24" X 6" THICK CONCRETE PAD AT EACH VALVE BOX WITH (1) - NO, 3 0 CONTINUOUS. (SHALL BE 36" X 36' IF LOCATED IN TRAFFIC WAY.)- MARKED 'WATER" OR "SEWER" AS APPLICABLE NOTES VALVE BOX UD SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS VALVE BOX PAD I 1. ITALICIZED PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION TD BE PROVIDED BY THE CONTRACTOR'S SURVEYOR TO IRCDUS 1 4 SurxTHREAD CLEAN -OUT COUPLING REDUCED PRESSURE (RPZ) BACKFLOW PREVENTOR 1 ITN REPRODUCIBLE AS BUILT SURVEY DRAWINGS! ALL AS BUILT SURVEYS TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE I PAVING, BASE COURSE, 4 PVC PIPE TO BE INSTALLED IN WATER SUPPLY LINE TO ; PROVIDED ON A 3 1/2' COMPUTER DISK IN AUTOCAD R12 FORMAT DR LATEST. AND COMPACTION AS PER CLEAN -OUT LIFT STATION (FEBCO MODEL #825Y OAE). i 2, BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TD BE ON THE TYPICAL TRENCH DETAILS CENTERLINE OF THE PIPE. I . 3. TDP OF PIPE ELEVATIONS 6 STATIONING TD BE TYPED LISTED SEALED 6 SUBMITTED FDR THE ENGINEER TO LOCATE THE AIR �2ELEASE 4ALVES I i I ELECTRICAL PANEL / RISER DETAIL (WITHOUT R. T. U.) 4, CONTRACTORTO THEVSIZE, TYPE, DIRECTION AND NUMBER I INDICATE " 6 PVC BACKFLUW PREVENTOR TO BE THE REDUCED 5' A°nDRESSTOAND TAXOIIDE NUMBERFFORSALLSPRRPERTIESEADJACENTTT SERVICE LATERAL -- PRESSURE ZONE ASSEMBLY I TYPE, LINE EXTENSIONS, DEPTH AS PER PLAN 6, AS -BUILT SURVEYS SHALL BE TIED TO ONE P, R. M, PER EACH 1400 L. F. I NOTE: I OF CONSTRUCTION, SHALL BE TIED TO TWO SECTION CORNERS, AND SHALL BE TIED TO THE I. R. C, GLOBAL POSITIONING SYSTEM CONTROL I NOTE: AT NON -TRAFFIC BEARING AREAS, 1. THE PUMP REQUIRES 3 PHASE ELECTRIC. 2 THE ENGINEER OF RECORD SHALL NOTIFY THE I I CONC. PAD IS NOT REQUIRED, AND CAP COUNTY INSPECTOR OF THE LIFT STATION AS BUILT DRAWING MAY BE PVC. I : COMPLETION AT LEAST FIVE (5) WORKING (EXAMPLE) DAYS PRIOR TO SCHEDULING OF LIFT STATION TYPICAL CLEAN -OUT DETAIL I START-UP TO ALLOW FOR A FINAL INSPECTION. M-15 llid'i��a i N z:iIIIII M P O I O � cq r, � M Q - O Z W W � U O O D U O 0 w w w O = Z O'n}U I_n U w w Iwwosam �d�ZWp�QdFs-- z boo a�., Q K= S 7 w w 3 w z wo==wwa��wira ra33w� wMQC) Z � 00 a CD U J M a Q� J 0 0) .. Q W a W Om -O LL. N Z (O - � Z O Q - 0 W0W_j ' 0m< O c1) .. 2 -. ♦f) vJ QW O CLiQ�C4 N 0) 06 Z 0 N 1 W Q��Lu O LL (= N 1 zt O L4 o 0 ~ Z mzLm U LL I.il^ W W Lu W cV >- N Y � W0) J 3 ¢F_ T� I � z CV 0 i` "� ti I- � tiW Z3 ~ - (/ / v I-- Lil U La<J LLJ C:) r-'NWr-r- il:� cl- af F-- LLI N �_ Z W Z :2 LLJ _Q 0 � rl_� Z ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 0 JODAH 8. BITTLE FL REG. NO. 57396 131MWAM P. STODDARD FL" REG. NO. 57605 MAR 1 6 2009 DATE: SHEET 1'7 PROJECT NO. 07-027 i i I l a \oEw"'" TREE & ROOT PROTECTION ROOT PRUNE TRENCH < - _ _ \ a D CURB -_ _ s \ \ ROOT PRUNE TRENCH CUT WITH ROCK SAW C •.( 0. \ \ TRENCHER (FILL AFTER R � WITH SOIL) F-CURB x 6.47 \ _Nofth 54 f /�'' / / �. x5.18 MI6 NN x V / c -' \ i I CONSTRICTION BARRIER, DECORATIVE \ SEED/`MU Z H SILT FENCE AND SIGNS � � � I DIAMETER ` CONCRETE x\l41 a 10.15 6. 79 ?� OF TREE i FINISH \ + � \ �'� PL`� �� CROWN36+ END F CU + + HARDEE + + + + + '+ '� ° IF CONSTRUCTION OPERATIONS MUST TAKE PLACE WITHIN THE CROWN SPREAD AREA INSTALL 6 IN. OF A ROOT PRUNE TRENCH SEVERS ROOTS WITH A CLEAN � . CUT, PROTECTING REMAINING ROOTS FROM �A �6• \ HAND FORM AND i + + WOOD CHIPS ON TOP OF THE SOIL TO PROTECT IT. USE PLYWOOD MATTING OVER MULCH IN AREAS CRACKING, ROT, AND DISEASE. f + + + + + + POUR R I B B O JC-#J WHERE EQUIPMENT MUST OPERATE. PROTECT THE TRUNK OF THE TREE WITH PLANKING LOOSELY CABLED I PAVEMENT GRADE + +,`�, + + + + �. AROUND THE TREE TO REDUCE SCARRING BY EQUIPMENT. REMOVE PLANKING, MATTWG, AND MULCH AS SOON AS OPERATIONS ARE FINISHED. A BARRIER SUCH AS THAT ILLUSTRATED CAN KEEP CONSTRUCTION I 6 -' - + �y -°a EQUIPMENT AND PERSONNEL FROM COMPACTING THE SOIL AROUND TREE ROOTS. - r. IST. ELEV. ' � + + � t' _ 1 , - _ - � 2.1� + + + + GENERAL INFORMATION ABOUT CONSTRUCTION AROUND EXISTING TREES NOTES: + + 6" IN PIPE GREAT CARE SHOULD BE TAKEN NOT TO COMPACT, CUT, OR FILL THE EARTH WITHIN THE CROWN AREA OF 1. CONSTRUCT TREE PROTECTION BARRIER / SIGNS AND SILT FENCE PRIOR TO ANY SITE WORK. CONSTRUCTI ' W/ MES tf� �� y�� - EXISTING TREES. MOST TREE ROOTS ARE LOCATED IN THE TOP 6 TO 18 IN. OF THE SOIL AND OFTEN 2. ARBORIST TO ROOT PRUNE AND PREPARE SOIL: INJECT SOIL WITH COMMERCIALLY PREPARED EED MU CH _ � ,� ,i/ LW. � x4� � r ��,� , � SPREAD CONSIDERABLY FARTHER THAN THE DRIP: LINE OF THE TREE. COMPACTION CAN CAUSE SEVERE KELP -BASED FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO INVIGORATE ROOTS. JOINT. TYP. x &. ��`� ROOT DAMAGE AND REDUCE THE MOVEMENT 4F WATER AND AIR THROUGH THE SOIL. TO AVOID 3. ARBORIST TO INSPECT TREE PRIOR TO CONSTRUCTION, TO IDENTIFY ANY SPECIAL PROBLEMS. REMOVE 4 +++++++++ COMPACTING THE EARTH, DO NOT OPERATE EQUIPMENT OR STORE MATERIALS WITHIN THE CROWN SPREAD. ALL DEAD WOOD, AND TREAT TREE FOR ANY EXISTING INSECT AND DISEASE PROBLEMS. o . ` + + + + 4. DURING SITE WORK, APPLY ADDITIONAL WATER IN THE CANOPY AREAS AS NECESSARY TO COMPENSATE + + + + + INJECT THE SOIL WITHIN THE CROWN AREA OF NEARBY MATURE TREES FOR ROOT LOSS BEYOND PRUNED AREAS. C O NT JOINT, ,� � .. j ,� BEFORE CONSTRUCTION BEGINS, ..� � � }_ `� '. � w � .� � + + + + + 2 BARK MULCH „+++++++++ WITH COMMERCIALLY PREPARED KELP -BASED FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO 5. CONTRACTOR SHALL PROVIDE ARBORIST SERVICES WITHIN THEIR PROPOSAL. 24 DRAIN PIPE + + + + ++ + + + 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 ORCED CONC. � � r „ h/ a W DYING ROOTS IN COMPACTED OR FILLED AREAS CAN MOVE INTO THE TREE IF ROOT PRUNING HAS NOT ..•. STRUCTURAL LAB OVER 2 f SIGN: W W y W y W . BEEN CARRIED OUT. INSTALL TREE, PROTECTION FENCING AND SILT PROTECTION AT THE LIMITS OF TO 3" RAVEL OVER `� + W . W W . CONSTRUCTION ACTIVITY NEAR TREES. F-CURB KEEP OUT- SEED/MULCH UN -COMPACTED ISTING SOIL TREE PROTECTION W DURING CONSTRUCTION, APPLY ADDITIONAL WATER 1N THE CANOPY AREA TO COMPENSATE FOR ANY ROOT TO PR ECT ROOTS W W LOSS BEYOND THE CROWN SPREAD. HAVE ALL MATURE TREES INSPECTED BY A CERTIFIED ARBORIST F-CURB ° AREA (TYP.) BEFORE CONSTRUCTION BEGINS, TO IDENTIFY ANY SPECIAL PROBLEMS. REMOVE ALL DEADWOOD, AND CH HED AREA) a TREAT ALL TREES FOR EXISTING INSECT AND DISEASE PROBLEMS. WHEN POSSIBLE, BEGIN FERTILIZATION AND PROBLEM TREATMENTS AT LEAST ONE FULL GROWING SEASON BEFORE CONSTRUCTION. DECORATIVE REINFORCED CONCRETE I CONCRETE AFT ROO PRUN G SURFACE ROOTS OF - TREE INSTAL SHEE PILING OR OTHER i FINISH METHO APRO ED BY RBORIST AND ENGINEER TO KEE `ROOT COVE D AND UNEXPOSED. j ° a I 4"? ��:� .��Y �.{ � �. � I N D IAN RIVER DRIVE � r� y� .:�.q REINFORCED STRtTUR L SEED MULCH` P HARDEE OAK:-�..�f v CONCRETE p;6 fMf , . �i....L" CONSHARDEEBARRIER, OA p� �\ PLAN `� VIEW �: ' °�,� �� p >� ILT FENCE ` � �� r��y ' � Y � �� d.^ �, � .y CONST. BARRIER, { ' EXIST. AND SIGNt t f SILT FENCE SHELLROCK PAVEMENT GRADE AND SIGN I 6 ABOV EXIST. ELEV. 2 \ 6 5.5 S/W TRAILER PARKING CONSTRUCTION, M.E.S. 11.00 .._ 11.00 _ JOINT '' �VC_DRALN _ - - 10.IEEE- _ 00 9.00 g. 0 0- 2 BARK 8.00 _MULCH T1=III=EXIST. RETENTIONI-1 8.0 __ ._ _ _ III=1 I I 111= S fMLC__e-gE=- C MATED SOTE I I1=1 I -III -III -I 1=1 I=1 I -I 1I- 7.00 .._ 7.00 PROTECTE�D..�_...B�_ HANDFO.RM-AID 6.00__ 6.00 POUR RIBBON CURB - S.T�R.0 CT RA--S�LAb2 TO 3 GRAVEL 5.0 0 5.0 0 4lo_NST-.-00NCRETE-- ROOT- PRUNE -UPON --- - --__ ROOT PRUNE UPON 4.00 _w 4.00 REINF. STRUCTURAL RECOMMENDATION AND j RE�I1�E1DATt0NA1VD SLAB OVER 2" TO 3 DIRECTIONN OF ARBORIST 3.0 0 _ 3.0 DIRECTION OF ARBORIST �� 6R�4VEL:Erl9VE 2.00 j TOP 2" SHELLROCK. 2.00 DO NOTDAMAGE 1.00 _� 0.00 __.1.00 0.00 1.0 0 �M -1.00I - I II NORTH SOUTH SECTION _ �. �" _. ..�.�_._.....�.�..._._.�- _ ,___ .._.....�..�__ _.�..... .--.---------.._ EAST WEST SECTION SECTION(E/W (N/S) .SECTION) I I i I I i i i cz 7^¢ SCALE= 1 =1,0 , CONST. BARRIER, CONST. BARRIER, � 2 � � 2 26 SILT FENCE SILT FENCE =.4, AND SIGN AND SIGN MULCH`° ;-`MULCH SEED/MULCH 4' S/W --� -- - � 4' S/W ' ff t .I if I f MULCH MULCH _I � I I I_t�t-f EXIST. RETENTIONI-II�OOT PRUNE EXIST. CURB ._......�...�..�...._.:_�..:.__..�,__w_ - .-_ . �►�+�I --- --�- TRENCH---. .----� . "AREFULLY RE -MOVE �-EXIST. T0_BE�•FtLLED ( ) EXIST. ROA PAVEMENT 8c SURFACE OF REMOVE _III=1 I I III-1 I I --I 11=1 I I �,U - _MAlt�t-ST�RE�T BASE -'MATERIAL -TO -WITHIN ---- Ed 11II-III-111� .._._.....__...-__...w..-_.__...__..�.�._w_.______.,.�_..I I!"� 2"f OF ROOTS,.... REPLACE,��_.___.._..... AREA TO REMAIN AREA TO REMAIN WITH PREPARED SOIL. � �----AT EX{-ST--GRADE-�------� �T EXfST--GRADE---�-.-,-�...-�--�----.�..._..__.�_ AFTER -ROOT PRUNING-SURFAOEROOTS OF TREE, INSTALL SHEET PILING OR OTHER ......_._.-.__._._..-__r._.__.,....�...w.,____�._..__�...__.��_�. EXIST. PIPE TO BE REPLACED � --MET OD APROVEO BY ARBORIST AND�E I�GIf�EER- _...,._�...._.._ ..___.LO._..K.EE.P...._RQOT.S._.�9VEt3ED AN.Q..�.�IV.EXR,O_S,ED.,...�...._..,_ CONTRACTOR SHALL CAREFULLY. EXCAVATE TRENCH _.___......__.._..................:.._._....__.______.._.__. ____._..._AND..__HAVE�AN MARSORIST��ON-SITE.._TO�.ROOT PRUNE __ PRIOR TO CONSTRUCTION TRENCHING OPERATIONS 06 0 IQ 2 La W to > 5LJ cl- . U � too� N V 0 Z O °) N W J w Qo S�V� WoWJ �mQ d z6o� W r� �o� oWo W �Q~� J c��v,N_ 1- zQ_j� m z�m n N .J j Q� T � ZN U v Z O Z J W Q W - F- o Q w cl:� o w Q w U c� w � �wO. o w 0::� �> Nz W � z N z � w Q OQ�C) E- z Ey67rvEER cEznRcnnory ❑ JOSEPH W. SCHULKE FL REG. N0. 47048 ❑ JODAH B. BITILE FL. REG. N0. 57396 ❑WIWAM P. STODDARD FL REG. N0. 57605 DATE: MAR 2 6 2Q(j SHEET 18 PROJECT N0. 07-027 U � too� N V 0 Z O °) N W J w Qo S�V� WoWJ �mQ d z6o� W r� �o� oWo W �Q~� J c��v,N_ 1- zQ_j� m z�m n N .J j Q� T � ZN U v Z O Z J W Q W - F- o Q w cl:� o w Q w U c� w � �wO. o w 0::� �> Nz W � z N z � w Q OQ�C) E- z Ey67rvEER cEznRcnnory ❑ JOSEPH W. SCHULKE FL REG. N0. 47048 ❑ JODAH B. BITILE FL. REG. N0. 57396 ❑WIWAM P. STODDARD FL REG. N0. 57605 DATE: MAR 2 6 2Q(j SHEET 18 PROJECT N0. 07-027 Q w U c� w � �wO. o w 0::� �> Nz W � z N z � w Q OQ�C) E- z Ey67rvEER cEznRcnnory ❑ JOSEPH W. SCHULKE FL REG. N0. 47048 ❑ JODAH B. BITILE FL. REG. N0. 57396 ❑WIWAM P. STODDARD FL REG. N0. 57605 DATE: MAR 2 6 2Q(j SHEET 18 PROJECT N0. 07-027 j U Q N Q � � o a) LL Q (� =4O Z o c WQQ 0mQ o zC;0 r~n U) z o > N O C W 2 0 CN W 2 LU O g :D J c� < cC/) , � <mLL LL W W ">_N CV d' O J j Q6 ZN r, h ti � V F- Lr) V) � Z to o Lj Z W CU J NC_D� Z_ Z H — N Q > L LJ I- 0 W W OryLJO L.`pWry Qom~ Lij V) F- �= V) >-_ Z zLLJ w z LL- 0 >► a >-�46� f— z CL v - � 710N LKE "B.BITTLE 048 FL REG. NO. 57396 ❑WWAM P. SMDDARD FL REG. NO.57605 DATE -MAR 2 6 200 SHEET 19 PROJECT N0. 07-027 ; I . . .1 I . I I I i : I . , 'I . I I . . . . . . . . . . . . I . . . . . . . . . ... .. . . - - - _.. . , . ... . - . - ----. -.- . . t---.—. . . . . . _ . . .---. _____ .. .. __ . ____ _ . z _ �. _�_ . . . . . . , . . , . 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V, 1 1-3 _�_ v, r-1 , , ,- - _ - - I I I - - - �� _::� _ , � A - i . � I - I I _:� - AF L . - ::_:7:- ::� __ I -.:::: _::�7.:::- 1 1 r 4 'A � , .. I I I - _�.::� / A I - .7.=:, _=- -:::7 � mv__�l o \ 4 I . I . . � - _=:_..=� i : NOTES: � I I il Al i -=:= - - _== I/ . =�> . . - \ A . . - -- ---==- I . , ,_ - - _� I I I I � " I i .. . 1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVIUUi ANU THE INDIAN RIVER _=�,_�-_-_ I I .el ' -4 ; . . ��-�-- � I I I I . ,,�__7.1� I A . \ . . I I I .. . i - I I I I v . I . COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS. . " 1. la I ; i � .:� _ ,,, . . . . 11 - � , . . 2. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED THERMOPLASTIC. I .-l- . �� 4�_ I � ....... �,, - - . I \ % 1 ,�" � . % I . i � �.___ I ,� I � : �� (�_.... "l;,-__..l., z ,� --1 'L , : : _,L . . , I __,�___= "I \ I, i , 3. RAISED REFLECTIVE PAVEMENT MARKERS (RPMS) ARE TO CONSIST OF 4" SQUARE MONO -DIRECTIONAL WHITE, AND 61-DIRECTIONAL YELLOW. I � "I i .. ,. - __ " . . I r i . . - e, L' '' �._..., I Zvel I - , e , L . I 1, 4 - t, I _- � L . ! : ,cp, .1 A , *� I ,._S..A�,� .1 = " , ISIA ! . I—— , �' . I V, , - \ ; 4. LANE LINE RPMS ON THE 4 (OR � MORE) LANE PORTION OF ANY DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL WHITE/RED. , . . . .. . . .,;. . ,� _4- Z== � - e';�,ln . . ! : ,, L" LL I .. " , A. ,"! - �zl'_�:,_,_,� : - �_, It, � \ cA ; _ L'. ---A �i � - . . � . . _ � -, -, . 11 I . . 5. RPMS WITHIN FDOT RIGHT-OF-WAY SHALL BE POSITIONED IN ACCORDANCE WITH FDOT INDEX 17352 AND SHEET 20A. , ______ . , /,`�:L�,,�, _�f� ', ,,, _6 i� I, � i I _,__ . I ,�, :r � (;i W. %A . I I , . �3 1 'f�, 1-��'�` - _ �� .1. " \ - �l - I ; : -OF-WAY SHALL BE IN ACCORDANCE WITH FDOT INDEX 17352, BUT I �_: , ", w�-- ;l It 1 00 (� ll�` 4 . :"Y��-'.-'L.�.��:�,.:.:..".�,�L�:� L re - _115d, � li 1 ; . 6. RPMS WITHIN INDIAN RIVER COUNtY OR CITY OF SEBASTIAN RIGHT I � . f .. . __1_5 . k-1 I , -, ,��:',;:,--� _ _ , . . i I , � .- ,--,, , - � � �___ ;,- . - I _ 11 I" . __-, 0 i . \1 11 .. i i : � � � �.'.,-�,._ ,:-- :�-,��,:7_. � __... —3) _ -", t -1 . 1� . 1 � INSTALLED ON THE STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS (SEE SHEET 13). . . , _ R .1 1; � . ','' . OAD CLOSED AHEAD SIGN (W20 �, '. " _�� R / -_.____. .:�,7zl_. ' 9 . . . i 7. SEE SHEETS 12 & 13 FOR AL O RKINGS/SIGNS/RPM PLACEMENT, DETAILS AND SPECIFICATIONS, AND SHEETS 9 - 11 ". _____,__,--1 t I 0 \ / - _,-a-l..".�E_ -- , ----,.-..- , kl . - . . . . ____.. .1. : bt,-617-17 ll;;::'j . ..... I—- , tA I . . , .. PER MUTCD PA 1 fbo - I i . ,�, 11 ,,, I - .,,� . ! . . FOR APPLICABLE CONSTRUCTION DETAILS AND SPECIFICATIONS. I !.,:�:f _,-1. - I F�P,,�_,\ . . � �_ - �:_: .�. lll� � � r� \ 1 , 1`1 '_�',�'-,� _; I , ", ;_1 . _��, z . I 11 '. .. I. I 1 � -, ". � t, A�z 4 � � . i , � 11 P, - - - - , . - . / . : I I - . - �Z I I . _-:____ 11 , ......'.. i '_ __ll/ n / . i i ; . 8. SEE SHEETS 5, 6, & 21 FOR ON -SITE DRAINAGE & UTILITY CONSTRUCTION. I I . 1 __,.7_s1 1 .�_l_'_._;__ — li.— __ � -==- -=� _� TYPE III BARRICAD ��f ., .. . Izi _., f�'l _ �_— I 1. , — __�Z_-zs�-_ . . I .., � �- I ___:_,_ll_,._ - I - -��--, � __�l " ", ��. -n-�--- - / 1. ; . 9. REFURBISH ALL EXISTING PAVEMENT MARKINGS DISTURBED BY CONSTRUCTION ACTIVITIES. � _=� . . ul .1 ... _ �,_ ,_ - _� _�= :i�� - '��'-, - . ;,, . I ; i � � I I t 1-N.-I � " - - 1� i��rl.�'.�_�!�-`- / / I : 10. RESET ALL VALVE, MANHOLE, ETC.. TOPS TO PAVEMENT GRADE. , i ,��., �' 00 ,.._,____'_- -;;� 7;;� ^;;� — I " _ / I . I I � __ - ,��'-, - __ — __ �= �_ -A/ _..., SID ALK CLOSED CRO ! . 11. CONTRACTOR SHALL PROVIDE TEMPORARY WORKZONE PAINTED PAVEMENT MARKINGS FOR MAINTENANCE OF TRAFFIC IN CONSTRUCTION " � " t.. " � - - - - �� .. I . . _�l 1 - ,k\ - - : - r.�7,�_ 4- . � - - - �� =-� 1, . 7-,:- "T�� S� / I - - - ;lj - - __77 -:::� �;� 7;;: -;;:,;;� - - _�,�. .�V� - - - -; . . - � C> , .......__.,____;;, — ,;;� =� == — — — — — =�_ — __�_ X \ -,-.---,., '. HERE SIGN (R9-1.1 ..;l. _:,�,W' I I . . AREAS IN CLOSE CONFORMITY WITH THE LINES AND DETAILS SHOWN ON THE PLANS AND 'REFERENCED STANDARDS. APPLY WORK ZONE . =;;I . - - - . , I . . ___ I—. -1 � .: ." ... ;;:- - - - :== - 1. . �\ - - -- ,-- -Z-, -;- , I i . =;; =;; =;; , -_ .- nT I i ___,Z�� ,�:7��s 1 . - ;..'' - ........ '11)) - I I _�,. ��I._ �:. , . : PAVEMENT MARKINGS, INCLUDIN&ARROWS AND MESSAGES, BEFORE THE END OF THE DAY! IF THE ROAD IS TO BE OPEN TO TRAFFIC. THE . -::, - _�� - - __---- . . . \1 , _:.7'.. _\� k . 'l : - I - P, - . .1 ll��l 0, ; I - I ___ ". � - - =;;--- =� �__ - - - - _� c x I ..�,___r� " ,Z-',�kn I . SHALL BE MAINTAINED AND RE -STRIPED AS NEEDED UNTIL FINAL PAVEMENT MARKINGS ARE APPLIED. . ...-I __ - - :_::_ - - 7 ..._............ -.1 .-...... .... ... . -� \ .1 . _ : . . i 2 1 .. ".-I., - � ::�:: - -;,. ��,.-�z,:` _._r-_V,,�*-;,--7rll_ . : i - . ..... . . - ::- ................ I . � .... I .................. (_ :�,�T ��_-, � �'i . i � . - :::I- - _. __ - __ � . ... ,�._... -nn"- k - - �l z \\ - , . . . I . . .............. � �_ � - 1� A\\ �- ! --l", e. =::� :::� :::� �r :::- \ - _;;;; .............. I ....... ... ....... . \ � �� M, �- - -- I . . � I - ______� ............. .. ... - t% , _z '*. I ,� I . - - - - - - - - I ............... .... I �.��, - . I =I:- ==:=. _:_-- � � . � . . . === =:=: c \.-- -- - -_: .............................. .......... I -Av',_..l % -, - 1� 1, - �� \\ \ I I . I - - ______ . . . . . I . . . . . . I . . . . . . . I ... I .... : ................................ ... � " ,� \��_ ,_ I ; I I I 91 i � . . - ......... 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D — 1�_ < :) , .J (D LL- cn , j. .< ,,-; f,� Q: z . I%- �Aj LJ L,j !2 �_ - > � Co j�� 0 rn LL :�t - . L4j I- M ^ w w__ a i Luli > N _� EE t.-4 :z) co �e i.- -1 _j � Z I C) < I- :) (f) 25 N� 7- K C \-i I- -'d r, I- v- _j 0 I- !�! , w U) �3 �_ _____L_ LO 86 ck: V) C-D = ,:�d z::;; = ck:: _< I— -< I W :M cl- w ck� �_ = �-- = C-D (n w ui M M w _< >_ M -< cl- . I I I ; �_ _< M cl:f I I u w I >. w C) �__ .) = W C) L_ r,*) w ri-O . = CL = _< r-t�- I___ w V) �__ �__ (/) >- _____lr ,< M F= -77� Lu LLj ::;�E:m V) M: :M LLJ LL_ 0 .< >_ �� 86 0 >_ ry F- :2� cl- C-) I �.,�� — :2 � (09NEER CERRECA770,N) OJOSEPH W. SCHULKE FL REG. NO. 47048 EIJODAH B. BITTLE FL REG. NO. 57396 EIVWWAM P. STODDARD FL REG. NO. 57605 DATE: MM 2 6 20 SHEET 20 PROJECT NO. 1 1.,,��027 � � 1l M YELLOW .,.�..� if ut' I'DRL YELLOW r vrl J nA.0 TYP Mr YELLOW 4'- $i j to vL't i r1m ca ro vr31nlu Q lF_1.1- p" 70-REFLECTIVE PAVEMENT MARKERS (MONO -DIRECTIONAL YELLOW) Z TYP. }, RE TRO-REFLECTIVE PAVEMENT MARKERS (BI-DIRECTIONAL YELLOW) 8" TYP. f)r7-All RO-REFLECTIVE PAVEMENT MARKERS (MONO -DIRECTIONAL YELLOW) DE TAIL 02 b TYP. TRO-REFLECTIVE PAVEMENT MARKERS (MONO -DIRECTIONAL YELLOW) TYP. DE TAIL .3 DE TAIL 4 6` YELLOW • RE TRO -REFLECTIVE PAVEMENT MARKERS 20' (BI-DIRE'CTIONA! WHI TEIRED) R"WHITE , TYP TYPmill, I'm TYP 0` YELLOW RE'TRO-REFLECTIVE PAVEMENT MARKERS (MONO-01RECTIONAL YELLOW) (SEE NOTE 1) '- 6' 8m TYPo, DE TAIL 6 YELLOW REPI ECTIVE PAimr YELLOW Ei YELLOW NOSE) (SEE NOTE ' 2) 6e YELLOW j 61 TYPI YELLOW REFLECTIVE PAINT (ISLAND NOSE) I. (SEE NOTE . 2) RETRQ—REFLECTIVE PAVEMENT MARKERS GRASS (MONO -DIRECTIONAL YELLOW) VARIES AREA(SEE NOTE ' 1) I i DE TAIL 7 89 TYP. _ 8' YELLOW i l C FELLOW 6' TYP. RETRO-REFLECTIVE PAVEMENT MARKERS (MONO --DIRECTIONAL YELLOW) I (SEE NOT£ • 1) VARIES GRASS AREA 81 TYP. i DE TAIL , YELLOW REFLECTIVE PAINT (ISLAND NOSE) (SEE NOTE " 2) 6" YELLOW �{' I FELLOW RETRO-REFLECTIVE PAVEMENT MARKERS (#fONO-DIRE'CTIONAL FELLOW) (SEE NOTE ' I) GRASS MEDIAN WIDTHS AREA 12' TYP. GREATER THAN 8' E" I YELLOW REFLECTIVE PAINT DE TAIL 9 (ISLAND NOSE) (SEE NOTE a 2) I 6' YELLOW RETRO-REFLECTIVE PAVEMENT MARKERS (BI-DIRECTIONAL WHITEIRED) 20 RJ +i/ 6' WHITE WHITE REFLECTIVE PAINT TrP TYP TYP (AWUND NOSE) (SEE NOTE 02) WHI TE — ' Ir WHITE 6" WHITE EDGELINE IS` WHITE EDGE'UNE I •. RETRO-REFLECTIVE PAVEMENT MARKER TAIL (MONO WH(TE) DE TAIL RETRO -REFLECTIVE PAVEMENT MARKER 6 RPM SPACED AT 12' (m0N0--DIREC T10NAL WHITE) "SEE NOTE " 0 RETRO-REFLECTIVE PAVEMENT. MARKERS (MONO -DIRECTIONAL WHITE; A' IU' 20' s" YELLOW � FT Typ; NOTES: � r�n.��.� 11 -- I, RETRo-REFLECTIVE 'PAVEMENT MA,1`?KE'RS SHALL BE INSTALLEO ON TOP OF THE CURB (TYPE "D' OR 'F`) B' WtIIT£ RETRO-REFLECTIVE PAVEMENT MARKE TENTATIVE Pa IN ACCOR'IIAMCE WITH SECTION 706 OF THE GOVERNING SPECIFICATIONS AND APPLICABLE SPECIAL fMONO-DIRECTIONAL YELLOW) W WHITE 911212005 P'IOVISION'S. THE RETRO--REFLECTIVE" PAVEMENT MARKERS SHALL BE INSTALLED WITHIN 72 HOURS OF SPACED AT 36' AROUND ISLAND (SEE ,+KITE '/) C'O1NsTR(cvoN OF Twf ISLAND NOSE. RETRO-REFLECTIVE PAVEMENT MARKHME NO7'E • I) SUBJECT T O r E 2. FURNISH AND INSTALL REFLECTIVE PAINT' ON THE FACE OF CURB FOR THE UMITS SHOWN IN THE kr WHITE (MONO -DIRECTIONAL YELLOW) ABOVE DETAILS, THE MINIMUM WET FILM THICKNESS FOR ALL PAINTED AREAS SHALL BE 15 MILS. 6 RPM .SPACED AT 12" 8' WHITE DE TAIL ' 8' WHITE 6' YELLOW YELLOW REFLECTIVE PA N`r 1 i I I i I' i i i j I: J W 03 04 1 n z n 'Pso'E Lea Zz zz��W � W =�f-wpW}tN� F'Wwoc�.�m3�W Kwo��-a J�jx U, 2p H�0~O 0�p]F- 3a[}}F =oZnO lJO�UW Wa t7Wd'd 2 S d �a33iS�y3woa� U E (00 ML 0 Q N Q � � 0 Oc U— O � 00 O W C> 0 m Q O zzWW zt o v I N O d 0a 06 2 W W Q '_ � J znc' L W o 0 ZQJ LL 00 zgcc) W � � W �">_N �� J Qo D � ZN U) v O U (n wrL.L- z w V) U — J F— -� Q J N � z � �o C) F--- o W U W O W 0 p W nr- Qom~ w V) F-- V) >_ z w�z� Ll.J U z � ENGINEER CERTIFlCAAON ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DATE: MAR 2 6 200 SHEET 20A PROJECT NO. 07-027 15 14 13 �X 14.2N w- I "-.a 11 r't t y ,f_y , t:- I/� \\ \ \\\ \ l...t Z 1» ( w fts2C� Il.. � A \ '� \\\ ; r t FRICTION COURSE FC 9.5 RUBBER) NOTES: x, \\ \ 13.35 x 13.59 C� \ r I'-6" 1. COORDINATE WORK WITH PAVEMENT MARKING SIGN PLAN /SHEETS 3 & 20 \\ \\\ x \ �f'� \ -` - t 12.5 (TRAFFIC C .�. �. ,. ., ._ . , \ 13.00 \ 12" COQUINA SHELL COMPACTED :':: , ; ';'i'::: AND SIGNAL MODIFICATION PLAN (ATTACHED) 11��'� \ �'; TO 98% MAX. DENSITY (AASHTO T-180) •,' :''' 4_�-t'• •;..' �; �` •.,; � �,� * � . 0 2. ALL CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT x13 \\\ \\\ \, ' -I ►=1 I -I I=1 I-1 I-1 I-1 1-L `�, , i ._. � \ 85 r2 I � 'I D,�r.-. rl c I .• ' 10 FILL COMPACTED TO I j-I I-L-III-III-�I I -I I1 - Q �, 7¢ Std. \\ x 1 . T , :_s - ; i e 6" Mtn.'(` INDEX NO. 304 AND 300 (CURB). ALL RAMPS SHALL HAVE A TRUNCATED \\\ ° \ \ `-� 98% MAX. DENSITY -III-III=1 I I-i I I -_I I -III -I I I T \ \\\ X F?I RATIO` i.�ul--III=ITI-ITi-III=1i1=Ti= DOME DETECTABLE WARNING SURFACE PER FDOT INDEX 17346. SEE SPECIFICATI❑NS THIS SHEET FOR ADDITI❑NAL PAVEMENT AND TESTING REQUIREMENTS. 3. PROVIDE MAINTENANCE OF TRAFFIC PER APPLICABLE FDOT INDEX W CAP. +C'-� �' ;.•, r j i_t ~'' TYPICAL MAIN STREET ASPHALTIC CONCRETE PAVING SECTION TYPE F STANDARDS (600 SERIES). \ \\\%� \\\ \\ ` 12" P \ Y, � IPE T ,."RU�:U,RES- ::: � f r , • - �. 4. SEE SHEETS 9 - 11 FOR APPLICABLE CONSTRUCTION DETAILS AND \ \\\ \\\ ±' t� k� 1~2. N. T.S. CONCRETE TYPE 'F' CURB DETAIL \ \i\ \ D O O 0 3� `"t<_� ' f SPECIFICATIONS. \\\ \ PER FDOT INDEX 300 \ �'� ,� \ � N.T.S. 13.i� �` 1� ``\ 00 10 L I \ 13. 32 13. 80 r 1 \84 \ 0 0 0 0 1 x 1 r-, ; , 1 ._, t i 'A MAIN STREET DRIVEWAY SECTION X-X ,. x 14.047 r .ass 12.9 12.5�\ 2 • D x l3.89 ',\ \ i\3. 73� .188 �tof�, 8'1 .76 \\\ 4.26\\ \\ DS' 2 \ \ \ \ \ \\;5 \\\ \ \ 12.5 \ \ \ \ \ \ x 14. \ \ \ \\ x 14.54 \ ............. \ \ \\\ x 14.16 `. �,\\ \ ',\ 12 V 12.0 129 13r ° VMENT \ \ 13.96 / o\\ \ \ ° \ \ \ 12 '7 311:7� `13.92\\\44 -+ • \\ \ ! X'� 12.9 PLANTED MEDIAN i \ E�XIS.TING TING'. �14.0\1 _ --- - - NOTE: CONTRACTOR TO CONFIRM THE \ UiLv�rvc .. \ \ \\° Z ,�? RESET UTILITY BOXE z c ) �°-CORg�--- LOCATION OF ALL EXISTING UTILITY MAINS EL:.=1.3.82 \ G7 _---- --_ \ \ \ \\\ �` ;� MATCH 1�:41. 35 - . - THAT MAY INTERFERE WITH DRAINAGE \ \ \ \ 14.5�\\ '�� 14.98 EXIST.. 13.2 I \ REMOVE EXIST. CONCRR� E \ \ \ A 14.12 x x14.89 \ 7 > 13 7 AMPED'eoNCRETE- - _. __._ _� WORK PRIOR TO CONSTRUCTION �4.0�1 221 1.0 14.2E SIDEWALK RAMP AND RE- 13 SEE CONCRETE PAVEMENT SECTIONS, \ ES � UTILI XES 11 - SHEETS 22 & 23 r �\ \ TAPER \ I REMOVE EXIST�DE'W5ALK &CURB a �� 14.2 a ;� TRENCH SHALL BE BACKFILLED \ \ \ T & CONSTRUCT N W \ �- ,422 CONS \ \ \ CONCRETE SIDEWALK & C RB:.::: CONSTRUCT FD T SIDEWALK RAMP AND AND BASE/ASPHALT REPLACED \` \ \ CURB (TAPER P DOT INDEX 304T-- PRIOR TO MILLING AND OVERLAY. \\ 1354 REMOVE/R ` CE EXIST. 13.91 x 14. 12 \ \ INCLUDE IN COST OF PIPE. \ �43 !! ova �13 73 '` 4 DRAINAGE 00 LF 24 RCP � .. •�:, , �1.'. ,,, � �.,. ✓, _...T„r` o>,vFMFNT TOl' BE MILL hllAIhDCTc 4 a � 1- .0 4 h Q s ao 0 r n N a 0 z c r- � n a o N N Q :N o 03� � 2 W W z zz C O U O � w WOyON t=- o =<9 F-wOw}tN� ~ZUgOU�m30'•W a •-°-�ZWoa4a�ar3 K�W F.O �ZW JaC� WO�UW Wa�zcnd'd Sw==xN �Zf/170 r-d33w�N3w�ac� / �11 ■ ■ z � � V W M� (D a� Q � Z O0 N Z LL 65 � (0 0 co r W0W-j o m � < I V I I L- L_ • L- /\ I V I• !\ V I 1 u AL_ I L i� i v .. i v v Y �y i .J. v N ---(WSldeherek Curb Necessary) Ramp Widths For Curb Pampa CR 20, CR 21, CR 22. CR 24, and CR 25 May Be 3 !! BUILDING .... . I \ /� � 'O � � \ � \ \ �\.,.-.-.'.-.FUTURE. SIDEWALK'.,., p ry Reduced To 3' MIn. In Restricted Conditions When Approved By The Englneer. OVERLAY- 4 S P 9.5 FINE , \ v ;�\ \ \ • • • � x 11. 9 I r 12 (Not Required ** .F. E`L: = �s: o� ` 4 \-\\ \ BY •OTHERS. ... \ cpNc. A 3`Min. To Exceed 8 Lower landing not required at driveways. parking lots, or . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - \ \ �f \ x 15.06 i R In Length) other areas with pavement cross -slopes less than 2% 10.02E ......... . • . . . . . . \ 11 \1 .93 15. 47 CONS ABC . \ \ M.E.S. 15.15 15.20 'i'� 15.3 2'Min� 15.27E \ \ �� "' 15.3 \ .50 15.27x� \ G :� \ 15.51x� . 03 try\ LO z . . . . . . . . .. . . . . . . .. . . . . . . . . >5.24 \ \° x 15.77 15.22 x 16.14 \\ hb r J \ \ 16.15X x 6.43 4 LF 1 CA' 36 `� °- 0 02 \ \ \ x 1 , 9 \ \\ 1- 9 \ \ S-24 x 15.54 W "V x�i i (v _ W Vr LLJ .. W Back Of Sidewalk \\14.90 \ \ \\ TOP 3 • - � Alignment Vorlailons - - . �L '7 F-- 5 e Crosswalk width and configuration vary, must conform to . . . . . . _ - \ \ \\ 12.42 12.8 ; ' � Index No. 17344 and /7346. \ 4' - PLAN 4'. May Be Reduced To. 3' = c _ = 14.98 15.1 \ In Restricted Conditions When ;� 15.5 a \ Approved By The Engineer \\\ Landing -� R Pavt 2' 6" Sidewalk Curb (Where Necessary) 2 Min. Full ° l�2 N _ _ _ _ \ \ . t t 4 Height Curb o == J j t r-OL021I�`of = �\ ,\\ D, _ Re ufred Ramp Runs iMust Poi! \\ \ V t \\ a . ,36 .When p N o rt h \ R I , ty, > SECTION AA ParalWIth/hlel Crosswalk Limits And 14.44 - ; is ' , ;4.; 00' Parallel With The Protected o Crosswalk AlignmentGRAPHIC SCALE\34 o v x - LLJ - M Crosswalk widths and oonflguratton vary; must 20 0 10 20 -40 80 \ \ Y6. \3cY x 15. 4. 94 N ill \ , .t ` , `, i� r{ ' conform to Index No. 17344 and f7346. 15' DIMENSIONAL FEATURES FOR 15. 39 1617 15 7 ° F- PUBLIC SIDEWALK COMBINED CORNER TYPICAL PLACEMENT OF PUBLIC SIDEWALK '"'�50 x \ \`' " Y' - w RAMPS UNDER CONDITIONS CURB RAMPS A T CURBED RETURNS (IN FEET) i , _ ;151 \ \\ xi° 40 N 4 3s Y NDI IONS OF INFEASIBILITY i inn = zo f , - \ x 15.93 16 \ \ ` ' ' , a w cr F-- \ \ x 15.66 \ 3 ANEW &T CA a > z z GENERAL NOTES: 4 ,, 152\ x15.28 �= m w APPLICABLE SIDEWALK RAMP DETAILS W - PER FDOT INDEX 3+Q4 1. GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 9. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A 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 V) w STANDARD SPECIFICATIONS, LATEST REVISION, AND THE SUPPLEMENTS THERETO. CONDITION EQUAL TO OR BETTER THAN THAT NOW EXISTING. ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES BETTER CONDITIONS, UNLESS OTHERWISE STATED ON PLANS. L� z N. T. S. CAN BE PRESENT. CD Q O 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. z 6 OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST REVISION. DRAINAGE 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 BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY. FROM THE I OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL BANKS. 21. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED v _ 3. ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OF CONSTRUCTION. JOB SITE AT THE CONTRACTORS EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE BASE MATERIAL. - PROJECT. 15. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH 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 FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. 22. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION IN ACCORDANCE WITH POSTAL REQUIREMENTS BY THE CONTRACTOR. APPLICABLE FDOT INDEX NUMBERS 600 SERIES AND THESE DOCUMENTS; THE MANUAL ON ( ) AS PER FDOT STANDARD INDEX 102. � ENGINEER CERTIFICATION 5. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-'29) UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS US DEPARTMENT OF ( 16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. ❑ JOSEPH W. SCHUM TRANSPORTATION, FHWA) SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, 23. AT LOCATIONS WHERE PIPE AND DRAINAGE STRUCTURES ARE TO BE CONSTRUCTED OR FL REG. NO. 47048 6. THE EXACT LOCATIONS OF PROPOSED SWALES, BACK SLOPE LINES AND LIMITS OF MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND 17• THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS 48 REMOVED UNDER THE EXISTING PAVEMENT THE REPLACEMENT OF EMBANKMENT BASE ASPHALT ETC. NECESSARY 0JODAH 8. BITRF FL REG. NO. 57396 CONSTRUCTION WILL BE IN ACCORDANCE WITH THE PLANS UNLESS OTHERWISE DIRECTED BY BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. FOR EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE. ❑H7WAM P. STODDARD THE ENGINEER. PROJECT LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE MAINTAINED AND PROTECTED I FL REG. No. 57605 AT ALL TIMES. ? 18. KNOWN UTILITIES: 7. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS j DATEAAR 2 6 200 REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID. 12. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT I BELL SOUTH (772) 567-2207 SHEET LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES COMCAST CABLEVISION (772) 567-3444 COMCAFLORIDA 21 8. ALL DISTURBED RIGHT OF WAY SHALL BE SODDED. SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT POWER AND LIGHT (561) 489-6204 BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. N PROJECT N0. PROJECT INDIAN RIVER COUNTY UTILITIES (772) 770-5323 0 I 1 , I i GRAPHIC SCALE ,0 20 ( IN FEET ) i inch = 10 ft. i N 4 ' nD 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 24 HOURS OF THE CONCRETE POUR. EARLY MORNING ACRYLIC URETHANE NON-SKID SEALER. 10. COORDINATE FINISH AT PAVEMENT MARKING AREAS CUTTING WITH 'SIGNS AND PAVEMENT MARKING DETAILS AND 2. SAW CUTT 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 ACCEPT THE THERMOPLASTIC. DO NOT SEAL THESE PLAN' -SHEET 5, AND SHEET 21 -PROPOSED GRADES 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 J" INTO BOMACRON CONCRETE. WITH THE CONCRETE TO ALLOW FOR MOVEMENT DUE TO THERMAL EXPANSION AND CONTRACTION. KEY I j 4 8" SIMPLY REINFORCED STAMPED 8" CONTINUOUSLY REINFORCED STAMPED BOMACRON CONCRETE BOMACRON CONCRETE -SEE SECTION, SHEET 23 -SEE SECTION, SHEET 23 I - — — — — — — — — — — — — - COLD JOINT 2" DEEP CONSTRUCTION JOINT TO BE SAW CUT 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 1I. 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 c. Concrete placement and finish. to achieve an entrained air content for the particular mix used in 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. f 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: Install in accordance with the standards and specifications of b. Bomacron Release Agent: The following Bomacron Release Bomanite Corporation and the American Concrete Institute (ACI). Agent color(s) shall be applied to all concrete surfaces to be 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. b, having the surface colore omacron: a cast-i:,:: e. Sealer: All Bomanite/Bomacron slabs shall be sealed in d imprinted withe. The work is performed on :the accordance with the manufacturer's recommendations. job site by trainworkers. 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 reinforecment 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, Bomanite/Bomacron 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 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 herein, and located withina 100 mile radius of the proposed h. While the concrete is still in its plastic stage of set, the project. Evidence that the contractor is qualified to complete the BomaniteBomacron imprinting tools shall be applied to the 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 shall be the standard for the balance of the work installed, and shall All Bomanite/Bomacron 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 i contractor for the proper maintenance program in your area. SEE SHEET 23 FOR ADDITIONALCONCRETE GENERAL SPECIFICATIONS, SECTIONS AND DETAILS U Z O ro U I b II O e LO W 2 U w o = =-Noro U =-<�UWO-wi}lJ rwwQUOm3�U w �A~a W ZW 0L¢a'�-:3 Za��ooi�zo�wmoo5 pWS=�LL�WW�,j� wOnVW -1 Z-,W'L a 33w��3M DO U Z - E � U a� _Q N Q � � I.V � LL Q O 00 o (=j o Z J o W ' U m C9 ' Z W U) W Z o > p_N0� `6 ZON W � W C _J cp L. Cl) N WoLL W W F- X �bijN `W W to 0) i 1 � Qo Q) _Z N U �- U v W I— Q © W U W > o�WC:) I�pW� � CL dam~ LLJ t= cn >_ Z m z LLJ LA_Z�>_ O Q 0 � C:) z V ENGINEER CERi1FlCA110N ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITIIE FL REG. NO. 57396 ❑WWAM P. STODDARD FL REG. NO. 57605 DATE:MAR SHEET 22 PROJECT NO. 07-027 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"t1' ASTM 57 COLUMNS 5"t1' ASTM 57 BEAMS AND SLABS 5"tt' ASTM #57 PILECAPS 4"tt' ASTM #57 CONC. PAVEMENT 5" TO 5%' ASTM #57 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 CEMENTITIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS RC-10 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL INFORMATION SHALL INCLUDE: a INTENDED USAGE AND LOCATION FOR EACH TYPE b MIX DESIGN FOR EACH TYPE c CEMENT CONTENT IN POUNDS -PER -CUBIC YARD d 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-11 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 18 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, AG-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 CONCREIE. 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 b LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER, USED HERRINGBONE PATTERN #4 2 O.C. 18" 10" �' 5" THICK 4,000 P.S.I. CONCRETE i- x,. .` .-x x x , x; . x='x : 'x FILL COMPACTED COMPACTED TO 98% MAX. DENSITY -I�- I _ I � "X6" 10/10 W.W.F. DETAIL AT PEDESTRIAN AREAS REINFORCEMENT -I -_ (NO VEHICLE TRAFFIC) =1 I I=1 I I=1 11= I I I I I I-T 1 I ICI 11=1 11=1 11=1 11= (2) #4 CONT COLD JOINT 12" �- (BOTH SIDES) W/ EPDXY SECTION A ASPHALT 18" SPONGE FINISH N.T.S. 8' CONCRETE CROSSWALK 8" THICK BOMACRON CONCRETE USED HERRINGBONE PATTERN ASPHALT 18" SPONGE FINISH SEE PAVEMENT-'-III-1 l i-1 I i-III-III-1 I I-T-1 -III Ili-III=1 SPECIFICATIONS, ,-, ,-,, ,-, ,-, -, ,-, , ,- SHEET 9 4" 12" DETAIL AT CROSSWALK - I.R. DRIVE STA. 98+25 NOTE: ALL DOWEL BARS ACROSS COLD JOINTS MUST HAVE HALF OF THE BAR GREASED TO PREVENT BONDING WITH THE CONCRETE SO THAT MOVEMENT DUE TO THERMAL - EXPANSION/CONTRACTION CAN OCCUR. - N.T.S. 2" DEEP SAW -CUT WITHIN 24 HOURS OF THE CONCRETE POUR. (EARLY MORNING CUTTING). I I=1 11=1 I I=1 11=Li =1 I I,E, 111-1 SECTION C CONSTRUCTION JOINT SECTION (SAW -CUT) N.T.S. 8" BOMACRON STAMPED CONCRETE 'F' CURB, 12"X 12" FOOTER #4 @ 2' O.C. - CONCRETE TO BE EACH WAY 0 HIGHER THAN CURB 8 BOMACRON STAMPED - - CONCRETE @ 4,000 P.S.I. 12" STABILIZED SUBGRADE (F.B.V. 50) (98% } COMPACTION AASHTO T-180) SUBGRADE TO BE MIXED TO A HOMOGENOUS MATERIAL I - FILL COMPACTED TO 12�,1 1124„III -I �24„„III III-1 98% MAX. DENSITY (2) #4 CONT SIMPLY REINFORCED CONTINUOUSLY REINFORCED I 12" "SPONGE FINISH" (1) #4 ® 2' O.C. SECTION D °° 1 10 TYPICAL REINFORCED CONCRETE & CURB JOINT � I PLACE GRAVEL :_--......... ..,_.___._:._----- ...... _.....__.;___ - DEPTH VARIES OVER N.T.S. -`- EXISTING GRADE 4. 8" BOMACRON ROOTS FROM STAMPED CONCRETE ASPHALT j HARDEE OAK TREE (2) #4 CONT 12 ROOT PRUNE TRENCH (BOTH SIDES) -SEE TREE PRESERVATION PLAN 4 2' O.C. - EACH WAY (2) #4 CONT SEE PAVEMENT 8" BOMACRON STAMPED u �- SPECIFICATIONS, SECTION B CONCRETE © 4,000 P.S.I. SHEET 9 12" STABILIZED SUBGRADE (F.B.V. 50) (98% COLD JOINT ADJACENT TO OAK TREE COMPACTION AASHTO T-180) SUBGRADE TO BE MIXED TO A HOMOGENOUS MATERIAL(CONTINUOUSLY AND SIMPLY REINFORCED CONCRETE JOINT) FILL COMPACTED To 98% MAX. DENSITY-=TI=�i1=1TI=TI-_III 1!I III_ ;ICI-III-►�1=1�I N.T.S. 12"X12" FOOTER 12" . 8" BOMACRON STAMPED CONCRETE 8 BOMACRON STAMPED CONCRETE SECTION E (SIMPLY REINFORCED)_ I (CONTINuousLY REINFORCED) TYPICAL REINFORCED CONCRETE & ASPHALT L J4. N.T.S. AT PERIMETER OF SLAB, - .-SECTrON1 B CONST. 12"X12" THICKENED ` THI SH ET EDGE W/ (2) #4 BARS . I I 118lot I I I 4 CONT @ 12" - -� - - I I I "" 8 BOMACRON STAMPED CONCRETE O.C. EACH WAY L .:} ( i....: • I.....:. � I Ca? 4,000 P.S.I. (SIMPLY REINFORCED)----�---.-.. _. 4 @ ' j 12" STABILIZED SUBGRADE (F.B.V. 50) (98% qC5 # ` ' COMPACTION AASHTO T-180 SUBGRADE TO 12 O.C. #4 ® 12" O.C. BE MIXED TO A HOMOGENOUS MATERIAL EACH WAY TOP & BOT -I i 1-III-III-III-III-III-III-III=1 - I FILL COMPACTED TO f-1 i I -I i 1-1 i 1-1 i I -I i I -I i I -I i I -III -I i I -I EACH WAY 98% MAX. DENSITY (1) #4 2 O.C. I I I SIMPLY REINFORCED CONCRETE PAVING SECTION GO I I IBOTH, SIbFS) N.T.S. AT PERIMETER OF SLAB, CONST. 12"X12" THICKENED #4 CONT BOT ® 12" #4 CONT TOP ® 12" EDGE W/ (2) #4 BARS O.C. EACH WAY O.C. EACH WAY 8" BOMACRON STAMPED CONCRETE © 4,000 P.S.I. (CONTINUOUSLY REINFORCED)--- -- - - - GRAVEL - DEPTH VARIESs �:. UNCOMPACTED EARTH (TYP. BOTH SIDES) 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 97 5 07a( x 1.22 \ Q / 4. 9 \ z RELOCATE -SIMILAR LOCATION, i + BUT IN RAISED GRADE / zpp R�\NFL 5.41 �� 5 x 1.07 L \ L < / '� L x 6,18 �� ay \ z o 1 I L• lL </ 3 7 0ro 7.31 / 6.74 l �S 1 N cn x x 6.67 Nti` / < \ \ o �3 1 L TRU ATED DOME -� a l L 1 DETEC AVL� WARNING < / RFPc �Q 5.3 x ` ' W W $.90 I SU FACE PER FDO 1ST \tJG L < / x.1.2 ` '� \ </ 6 T DARD IND 04.v�\ + L 1 L • 9' BO IDES}/ (�,`I` < ,� + Q �'', - o o Q Q V o 7.42X L . I �P L I `�`fl6,. x 5.85 / � GO � � \F.S X ` . 3B \ 0.90 n p wo >N ow L.1 L < l < L I �pG �\ v / 4.U2 f: w V-wOwTtN� 1 L l <L rwwQo�m3&w x7.43 + �6%13 L • l < / N Q X 6.52 < / % / / 11 .Ala=UU�WwZ} (� ww 1 �wa �. LII L l < / ✓ \ =�==x nazu o0 9 Q y + L I L 1 L / S:36t {' / G , ra33wN3wao S\-, s 6.9� L .1P 1 i L < / < .77 SL' F,I S 1 L l 5.99 F, / VS 1 7.43 x S L I </ 6 05 !!Q � 1 L. < / I �pS�. � SIB' G� 1 , }+ LAJ � M 1 Q pNG� L 1 L��j, sysl�P I 1 � p c . c 8.90 .7 �.. SS �� 9 I Q W 0 < W N L + 00 � Egp + W � ti GP 0 W x 6. 0 Q 0 Lm .L 1 LO - SIMILAR ON. ++ 0 Z o O W % B IN RAISED GRADE I• + C 1- Z Z W N v- BOAT RAMP DETAIL 06 o o N(3) CALE: 1 " = 10' W ZO N TEXTURED CONCRETE W zo Q ti 4' CONCRETE SIDEWALK BOAT RAMP , COLD JOINT EPDXY COATED #5I � U Ca � 4" THICK CONCRETE SIDEWALK 0 3,000 P.S.I. (NO REINF.) 0 16" O.C. TOP EPDXY COATED #5 Z SEE GRADING/SPECIFICATIONS ON SHEETS 5 & 9 0 12" O.C. BOT 4l W W � N L " L W N/ 8" THICK BOAT RAMP Q 0 5,000 P.S.I. (MIN.) _ h' 8"X8' THICKENED FOOTER 8" (1) EPDXY COATED _ Z 04 #5 CONT. ' ` r- v� H BOAT RAMP SECTION X SCALE: N.T.S. EXIST. 66' INDIAN RIVER DRIVE RIGHT-OF-WAY V 5' PEDESTRIAN CROSSWALK -8- THICK, 5,000 P.S.I. (MIN.) ADMIXTURE Z E- CONTAINING DCI-S CORROSION INHIBITOR WITH A Z Z _ASPHALT PAVEMENT 8' IONCRETE - 48 LFt /� MAXIMUM WATER/CEMENT RATIO OF 0.4 T - W 10.0, I O.oO 9.00 8.00 7.00 6.00 5.00 4.0 3.00 2.00 1.00 0.00 -1.00 -2.00 -3.00 TEXTURE SURFACE TO MATCH EXIST. RAMP. STABILIZED _ EPOCC3ACEii NO. 5' EXIST CONC _..... _.` . ,. ' --SUBGRAD -. -BOAT-RAtvIP _ t � -REBAR-0-16.:_04�-_ C 8 --SAW-CUT _-CONST BUTT JOINT Itl P ED ROAD DRIL.k--AND'-/- INDIAN RIVER LAGOON EPDXY NO 5 EPDXY COA DEEP . VE_ �L9 GONG _. .MIN _4.'� t>_32' ,. M.H.W.L SLAB EXPOSED EMOVE EXISTJ TIE INTO EXIST, �y, 171 ff ��-� EXIST. -CONCRETE TO ENIAIN �"�'N'- CONCRETE -OOI7L:iil=`TEm80 � - - - _ ._ _ _ EPDXX-N0 O.C. MIN. 4' EXPOSED. -- �j X!aI.....CONCRf.TE RAMP PLACE FLOATING - _ - TURBIDTTY BOAT RAMP SECTIO N Y SCALE:1 =5 (VERT.) 1 "=20' (HORIZ.) II ASPHALT 5' CROSSWALK 8" TEXTURED CONCRETE BOAT RAMP BOAT RAMP NOTES: 4' 1. ALL NEW CONCRETE SHALL BE AN 8" THICK, 5,000 P.S.I. (MIN.) ADMIXTURE 2.00r 8.46% CONTAINING DCI-S CORROSION al `' INHIBITOR WITH A MAXIMUM WATER/CEMENT RATIO OF 0.4 4'X1' SLAVE FOOTER EPDXY COATE2. ALL REBAR SHALL BE #5 (GRADE D #5 � (4) EPDXY COATED ®12" O.C. BOT EPDXY COATED #5 75) AND EPDXY COATED. #5 0 12" O.C. 0 16" O.C. TOP i 1�I A\/F FnnTFR gFrTinNI 7 SCALE: N.T.S. BOAT RAMP CONCRETE DETAILS W W 8d J L V) W U Q 10:�: z F- z Q uj O 0 o w v W C> W 0 Li o w ia:� = Q_ Z F- �wCn�-- in > Z z W LL-Z�> Q O Q 86 � z v M ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG, NO. 57396 ❑WIWAM P. STODDARD FL REG. NO. 57605 DATE: AR 2 6 SHEET 23 PROJECT NO. 07-027 41 North GRAPHIC SCALE 0 30 60 120 R. ( IN FEET ) 1 inch = 60 ft. I � I I I . > C ' I ROAD CLOSED AHEAD SIGN (W20-3) — - jo North \ GRAPHIC SCALE so 0 30 so 120 240 tar re :,...all :. / Ji✓ IN FEET ) / \ \ LOT 15 1 inch = 60 ft. i \ cor ra • �/ `\\�� cor a - o (2) ROAD CLOSED `\ \ [ cor 12 2) ROAD CLOSED \ R11-2) SIGN(S) LOT 11 200 FT AHEAD :<. & TYPEIII BARRICADES LOT 15 T <. LOCAL TRAFFIC ONLY li-7 1e \ s 1< cor „ m o / \ 6 a- 5 S< z MF-,T SIGN(S) {R11-3} � � \�� \ \ LOT 16 / \\ LOT 10 _ dui \\\ LOT io \ \\-> I SIDEWALK CLOSED \ \: I SIDEWALK CLOSED / \. \ /\ \\`.,a Lor9 SIGN (R9-9) W\ \ \: SIGN (R9-9) LOT 17 \ \ 1 \ LOT 9 \ / \ / .... -..�..\ 0. y� L \ \ \ \ ' 78�::.:: �' LOT 19 LOT f9 � \ t-' T BLOT 8 ' ! .. .. � - �■F-7Q \ � II yt � '.... LOT 7 - .. ... / i �\ '\\ BU�NG / 1/ � . \ Lore < Lor20 LOT 20 � !< \ ■F-r< a ! \ 4" /LOlNC \ ,L JJ :; "'. f•F;:EL=t36}- � a - \ � � '- ��.......: \ L :................ LOT 6 \ fi'., / SJ.'_ LOT 5 _ P-.,n.' / \ OPEN CUT BACKFlLL AND - �,a / " \ r \ ,, `a LOTS / .Y Tb REPLACE BASE/ASPHALT \ \ L 22 LOT t \ v,A i .l /i.' -�•t 'li I', r, . \ / TEMPORARY SEDIMENT SWALE BASIN 10T,22 »F,Z ', / s� TEMPORARY SEDIMENT SWALE/BASIN < (SEE SWPPP PLAN. SHEET 8A) \\ \ !/ \` � \ i� 6 •'� - \. (SEE SWPPP PLAN. SHEET 8A) corn \ \\ co.01 rn v>S f r J, SIDEWALK CLOSED GROSS '. �.,L,aa,':. ^,�z ...:. , w.:' .. \ SIDEWALK CLOSED C OSS\\ t•��.-�� ....... sr �'" � •� �:t-:x \ I V' \ I HERE SIGN R9 11 \\ \\ ^s �' '.' HERE SIGN R9 11 \\ - ,c "rt'„1>�J/7� ^� _ \ +� -� - 1\ Y�T� •<r• •` `� 4k_.. f L i. _ :dr: r`A,,..• \\ z� C.• }gj \ LOr 2 {) \ 2 ROAD CLOSED ✓.. \ 6 ._ .. :a �';. .`:.�.,..` LOT 2 \ x (R11-2) SIGN(S) Q \\ \ \\ y' l\ \ . s,, 'K, �.„�; •, ,,,. \ � &TYPE Ill BARRICADES 5 \ \\ \\ \ \ 21 \ r.�,. INDIAN 2 ROAD CLOSED ........ .. •' \\�, ". �.. _........ ':. \S .� ' mar. {)r. {2) ROAD CLOSED j ...,..:: .� ... ..:: `. ,a ;- <_,<«, Z"�.. .,Fs.: �•:Y �, :.� n t \ ....:.\\ , .�. <s,�,. l < ., �w,a�..:- ..::. O� � \\ x -� - ci;?=.._ car: \�.- \ R11-2 SIGNS \ ,,. u — a �+° { ) {) Ha1LO,Nc.. ,. {R11 2) SIGNS \ ,, r .... .. Q x, _ t't ro- { ) :.PG/LO/NG:. �:. \, ■.r�G O & TYPE III BARRICADES FF a: J�s?c::': •''• '. ;�' -:. `,y ` ':. .."aPx..` .:, F.rar:�izei•.:: � ` --u`- ' ,s w, • „• „`> >. \ \ \ •.,,. . ,.f ,,. d � �.> ,.,. E Ill \BARRICADES �\ � '•`N I sY r g / \�\�/�• t rya , �� L��ii f � • y . t, 1�1N , . ..... .: . ......:•max. .. , ... ,. ,. "-, .._. - _.,. -. _.... _. a'. itF ,r , > y� Z _ I i w M a: 1 + _., ,9 ` \ ..... ..-.. i� ............. ROAD CLOSED AHEAD SIGN y \ � ;. ROAD CLOSED AHEAD SIGN .....::' '..'::' '.:::'.:..:....:ON ':. (W20 3) PER MUTCD ..... ........:.:.:: ,, :...... \ a —�, \ \ (W20 3) PER MUTCD ::...... ............................ _ \ a \.,.,. ..................................... _ w, PAGE 6F-17 :'::: ":.' ::"...::...:. '..:..::: t PAGE 6F-17 ... ':. '.::: '... ....::. ...':........:'.-. SIDEWALK CLOSE �e ::.:"::. ':.::::. :=•- < ', a=,:1 4: `'a, ..................... _ _ I -� \ �: SIGN (R9 9) .. lr^ , . �,, ,. l.' ■�70 ...:::....,�'.�:"':.':'::::.....:....::.�::::::.... SIDEWALK CLOSED CROSS �\ , , ,,o. ti Y ,to" ORE WATER SIDEWALK CLOSED CROSS \\ — ,� TEMPORARY..,, ., : - \ HERE SIGN R9 11 R ;.: <: _,` \ i o• SERVICE BENEATH _ .- � >6- ::: �..'' . •: `". , - �..•.°�,o- { ) \ us., !� ,..GHAMRER..': J6.8 \ \ HERE SIGN (R9 11) < , st Rt" t� i1=MPOF2ARY \ \ L. \ EXISTING ROAD \ u PARKING:.• \ .�,,... , l \. L� S� \ - , SIDEWALK CLOSED y C7 �� • .. a . SIGN R9 9 � \ �-� �• _, _ ._ 1A g ELw.928..,fie7 \\ CONSTRUCT TEMPORARY '. !� ; .._....:.:'k \ \ _ ,,• o'> DRIVEWAY TURNOUT \\ \\ . ..::' IDEWALK C \ S LO4D •SANG' \ - N\ *, `-------- 2)r \ � � .:. L C..o FF'.Ez'=rssz. ro- r ROAD LOSED \ \ .� \� ,o� .................. ......"...................... \ 1 .."............................. �'.: � -.. srza r o s � :::::::::.:: ::::::: "::.:::: '7I:::: C .:.......\1 me .aawc � a � • ! r ♦ r s � i, \ 'i \ :. ............ ...................... ,<�b !>M:1 &TYPE III BA ICADES • � \ .. \ \`\ ......... \. "... • ° - \ 0'`:Q 0�J'i�� : _ \� 0 t`� p p q gq$to '::.f.F: EL..•It t!2•'•: \ Tit _ ! U �' • •.\ \p... \ '-\ \ ` - 11. a- W-1 ................ E 1\ ,� \: \� \ -\ 'rz' ............ ...... ......... "............................ `\� P FIA S ' ,D' m .. ... 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. PHASE 2 4 lo- avantac ': INCLUDE ,. � \ \� (2) O AHD ED 250 FT- NORTH/SOUTH ROAD CONNECTIONS TO I.R. DRIVE AND 1ST LIFT OF �� \ \� LOCAL TRAFFIC ONLY ASPHALT ON INDIAN RIVER DRIVE W/ TEMPORARY PAVEMENT MARKINGS." \� \ \ SIGN(S) (R11-3) NOTE: - TURN -OUT DRIVEWAY FOR ADJACENT MOTEL AND PELICAN, PUB. \ \ \ - COMPLETE ALL ELECTRIC FOR NEW STREET LIGHTS AND START UP. . PHASING PLAN IS A SCHEMATIC DRAWING, \ AND DEPICTS GENERAL _ BORE ALL CONDUITS BENEATH EXISTING ROAD. a�"`:`:. \ \ CONSTRUCTION BY PHASE. CONTRACTOR SHALL FURTHER DEFINE A ::: ::::: _:.... \ \ \ PROVIDE APPLICABLE MOT FDOT 600 SERIES AS REQUIRED FOR ROAD, DETAILED SCHEDULE OF IMPROVEMENTS WITHIN EACH PHASE AND ( ) SUBMIT TO ENGINEER FOR REVIEW. THE PRIMARY GOAL IN THE UTILITY, DRAINAGE, ETC.. WORK NEAR/ADJACENT TO/OR WITHIN THE �` r� \ 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. \ I I I ! ROAD CLOSED AHEAD SIGN (W20-3) I Li l a a tb 0 n o Q rn �) ",� •"� s•" to zW 22 w O Q. Q U VVi 0 �o� , w woo ~piv �WLUj¢pU O�m3trW • Lew��Ot��U?pw N�aQzwoga<a~3 z��awp�m FOg 3 Le�w��vd�a= o-�c�p xx a 33w�N3w�acpi d z E J � 0) J � a� a� Z �/ W o� LL Z�u-V) Q .0 0 zow O m O z 6 0w r�' o > �/ / N O C) IRT 0 ZFIE NC;) W Q5 _,I LL_ (n N I_ Z W > QJ�,W/�� Co � (3 LL LIJ Li uj L �"?N �0) J j Q� TT� Z� ..L CV r Lu v !-- Z Q_jpZ Iz a a w w U � zz Z _ Lj L _J �o'•'a Z F— Q F— Z O U o W U LLJ o�wC 0 L N.LJ� L..L I..L v) >_ Z w zLjLj Lz�j >_ a ry Z U ❑ JOSEPH W. SCHUUCE FL REG. NO. 47048 ❑ JODAH B. BITILE FL REG. NO. 57396 ❑WWAM P. STODDARD FL REG. NO. 57605 DATE: MAR 2 s. zQ �y SHEET 24 PROJECT NO. 07-027 to 10 Vl_� 'Mq 1 . LOT 15 LOT 11 / \ �„ e• . \ 6 \\ I LOT 10 LOT 145 . LOT 9 _ LOT 17 I = d a =— I;.•. �e LOT 1s�f\ ................ p' \ .... LOT :. 1° F .g fur... LOT 20 s «G+rzit. -':.. LOT 6 „ •`"""P"?a` �� THIS PARKING AREA ^�� t „a N o rt h SHALL BE OPEN 'af'` li., �;, SIDEWALK CLOSED \ .+�a '. FOR CHAMBER USE. / y�j��i/' / ;;; a,. LOT s SIGN (R9-9) GRAPHIC SCALE L�'6 22 li\1t f ;i i for t 60 30 80 120 ov IN FEET ) LOT 2 .rr1rYs �. •:¢% - ` w :cY'�' �\ S \: 1r . ?e• ) x:`. I lISCh 60 tt \n tjt , z { txismvc \\ % a;:•z'• •-d •,., � r �+. r,4k J r „� \'� sundae �\ �\ :{�.�:") € �• �r �:� � �, i�H �'�,� \ r°' `'`� �,Re''�: 'ff ..aJ382 \ �P � i \ / � !::-`:,i l :� �1�� '�' i 1 { �;•r.. + 5 �aca rnnac y + i <,., .. sf r• : - � - .nyyt. yo 8. --._•__-._ - "" rr_ .. --• l s" L'dfti:""s'r� + We- �, #?`�.r `r�. � a`:'.:; ." `:' .- i ; uLl _ - — 1t •-". lvl+ a 1 t �� \. , >c fiz s '= p�. w. : \ 1 ,�.- z _ ';� �-!'din ,,. a ' :�. ! � �t:� ^a ' �• '� ',� i i •—., t, _ "^""' __ •gin\`. ` ♦�- \ dG'C\x ....... ... ...... .. .. ..: .. 6...a .... ......... .............. s .. ..... ..... ...... .... .. ..................................... . Ek1511uP.. , Y t. '• t° -T3 ' A• Y i�t S .................. ........ .......................................... \ :`f .......................................... ............................... ....... ............ ......... 'S �i vi ....................... e........................... ...... \ ^ SIDEWALK CLOSED SIGN (R9-9) JB• l �• SY rM d `'C 4 t �Vx `.. �,• 'ram/'/ � ..-�•' _ - .�, . �� ' e ensrnvc ' "� i sunaNc y ' to, to 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 INCLUDE j 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. 1 1 1 - I I i 1 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 i I 1 I Q d 00 b o 1� Q =t0 �o W ZZ W w o = soy F-a H Z ww U p w ¢=RWoaUOQ= Nr-ardZw��aa~3¢ ZO��OSQ�O jm�g -:r �W�=��wwZ 37K wO��wwa �Clw�a �ca33wZ)N3wR 00— 0 Z E J 0� M L Q Q u w � C Z O2 Q To _ �1 0 �O z0WJ 0 rr�w 0 m a v •� O ZOOW zW WO > N o ,t 06 QwN( o UJ W W zo 0~ ZQJ� 0 C) in u w ---N �� J j Zo D Z� 1 43 N Wrn� ~ v O z to Q w O z CLrw� LEI U O_ O w Q U ►-UZ� w Q �zz� F- < F - z 0 U F_ Q w U o>. w oQfwC) L� pWn Cy- r2 Q�F— F-W�� m (� z LLJ w ,Q g j Q v — � ENGINEER CER71RCA710N ❑ JOSEPH A SCHULKE FL REG. NO. 47048 ' ❑JODAH B. BITME FL REG. NO. 57396 ❑WWAM P. STODDARD FL REG. NO. 57605 DATE: MAR 2 6 21X 9 SHEET 25 PROJECT NO. 07-027 GROUND LEVEL FIXTURE LIQUID -TIGHT CONDUIT CON K 0 C-1 /r 111 cm) y t \ b I SEE NOTE 2 e 0 ° e e d a a� a ° / HADCO - STREET LIGHT 1. IT IS INTENDED THAT ALL NEW LIGHTS ARE TO MATCH MAKE/MODEL NO. OF EXISTING STREET LIGHTS. CONTRACTOR TO CONFIRM PRIOR TO ORDERING. 2. ALL NEW LIGHTS SHALL BE PROVIDED WITH, AND ALL EXISTING PROJECT UNITS ' (7) TOTAL SHALL BE RETROFITTED WITH A NEW REFLECTOR TO SHIELD DIRECT LIGHT AND GLARE FROM THE INDIAN RIVER. THE REFLECTOR SHALL BE A FULL TOP W/ HOUSE SIDE SHIELD, OR OTHER TYPE FOR THOSE PURPOSES. POST: -MODEL NO.: P2065 12FT A - COMMERCIAL 12 FT CAST ALUMINUM 5" STRAIGHT FLAT FLUTED POST OPTICAL ASSEMBLY: -MODEL NO.: R54BANNlAGG150S240V - COMMERCIAL TYPE V WIDE REFRACTIVE ACRYLIC GLOBE STUB OUT (4) 1/2" DIA SS THREADED RODS WITH DOUBLE NUT AND WASHER (MIN 16" EMBED) (6) #5 VERT WITH 90' HOOK TOP FASTEN BASE WITH 1/2" SS THREADED ROD WITH SS NUT AND WASHER m (� w BOLT i— cD ." ` Y To T. SiREETyGIfrS \ \ t1 ✓ LOT 1J "b 4DCO LIGHTING hi/ LOT 12 4SE � •\`-� � �' Lor rr �' o W17 / BASEPLATE PROVIDED BY OTHERS '\\r' \ ( LOT ro 16 is LOT 9 W U LOT 17 / \\ �,�, r � \ ~ Y Q 00 LOT 18 U w W 0 04 / Et.=r357 .. 19 ....'.'. LOT 20 CIS!LOT ...... .:.:. Q � / \\\ L 22 BOLLARD LIGHTING \ 0 5 BASE 1' 4 1/2" BOLT \\'" -' CIRCLE% BASEPLATE PROVIDED. }; ��\ \ o/ C , =:r BY OTHERS \ i x\3t -REFLECTOR: FULL TOP REFLECTOR W/ HOUSE SIDE SHIELD DOUBLE NUT AND WASHER-w j \\ �� '\ zs `• -WATTAGE: 150W H.P.S. to Ux -VOLTAGE: 240v (MIN 16 EMBED) _7,_� w 0 \ \\ STREET LIGHT DETAILS I: M —o .i' 4 1 /¢ 2" DIA NTS (6) #5 VERT WITH BOLT 90' HOOK TOP 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 ITEM NO. IGCOMLGT01 (WWW.AMERICANFLAGSTORE.COM) LENS/MOUNTING RING HOUSING: COMPRESSION MOLDED, FIBERGLASS REINFORCED POLYESTER COMPOSITE. COLOR IMPREGNATED BRONZE COMPOSITE WHICH WILL NOT FLAKE OR PEEL WHEN SCRATCHED. ROCK GUARD: NONE LENS RING: COMPRESSION MOLDED COMPOSITE RING. REFLECTOR/YOKE ASSEMBLY 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. WIRING COMPARTMENT gyp: 130 VOLT PAR 38 90 WATT 150 WATT MAX. * LIGHTING FIXTURE REQUIRES INSTALLATION BY CERTIFIED ELECTRICIAN ONLY CONDUIT SUPPLY FLAGPOLE UPLIGHT DETAIL 0 HADCO - BOLLARD (CF73) HOUSING: FOUR (4) ROOF STYLES AVAILABLE EITHER WITH OR WITHOUT A BRIM AND A SMOOTH OR RIBBED TOP. CAGE LEGS ARE 9-20 STAINLESS STEEL RODS WITH AN EXTERNAL X* SCHEDULE 40 ALUMINUM PIPE SLEEVE. HEAD IS SECURED TO THE BOLLARD TUBE WITH THREE (3) 5/16"-18 STAINLESS STEEL ALIEN HEAD SET SCREWS FOR EASY REMOVAL FOR RELAMPING. 356 HM HIGH -STRENGTH, LOW -COPPER, PROPRIETARY CAST ALUMINUM ALLOY . 6" SCHEDULE 40 EXTRUDED ALUMINUM PIPE WITH A WALL THICKNESS OF 0.281". EASY ACCESS TO LAMP. A WEATHERPROOF BALLAST ASSEMBLY ISOLATES THE BALLAST FROM WATER AND HEAT FOR LONGER LIFE. ALL NON-FERROUS FASTENERS PREVENT CORROSION AND ENSURE LONGER LIFE. FINISH: THERMOSET POLYESTER POWDERCOAT IS ELECTROSTATICALLY APPLIED AFTER A FIVE -STAGE CONVERSION CLEANING PROCESS AND BONDED BY HEAT FUSION THERMOSETTING. LABORATORY TESTED FOR 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, CONTACT THE FACTORY FOR MORE INFORMATION. OPTICAL ASSEMBLY: TYPE III REFRACTOR BOWL TYPE V REFRACTOR BOWL HEAT -RESISTANT, LOW EXPANSION BOROSILICATE GLASS REFRACTOR BOWL TYPE V SPECULAR LOUVERS. OPTICALLY DESIGNED, HIGHLY POLISHED ALZAKC ALUMINUM, INTERNAL LOUVER ASSEMBLY. 7" DIAMETER, 3/16" THICK U.V. STABILIZED, CLEAR ACRYLIC LENS. LAMPING: MH AND HPS MEDIUM BASE: E17. ELECTRICAL ASSEMBLY: KEY -SLOTTED BALLAST ASSEMBLY WITH QUICK DISCONNECTS MOUNTED TO CAST ALUMINUM BRACKET FOR EASY MAINTENANCE. 4KV RATED MEDIUM BASE PORCELAIN SOCKET. NICKEL -PLATED SCREW SHELL WITH CENTER CONTACT 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 REGULATION. BALLASTS ARE FACTORY PRE -WIRED AND TESTED. METAL HALIDE BALLASTS ARE CAPABLE OF STARTING AT -27 F OR -30' C AND HPS AT -40'F OR -47C. INSTALLATION & MOUNTING: HEAVY DUTY %* CAST ALUMINUM BASE PLATE IS MOUNTED TO THREE (3) M-13 X 15" GALVANIZED STEEL ANCHOR BOLTS WITH WASHERS AND NUTS ON A 4-% 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 FLAT HEAD ALIEN 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) j MAX. WEIGHT: 60 L95 FINISH: BLACK HADCO ROOF: BRIM/SMOOTH 100 CRAFTWAY OPTICS: TYPE III REFRACTOR BOWL LTTRESTOWN, PA 17340 SPJ LIGHTING - WILDLIFE FRIENDLY ALUMINUM BOLLARD PATHWAY LIGHT (SPJ12-07) SHOWN: BLACK PAINTED FINISH / CAST ALUMINUM WATTAGE: 10OW MH (717)359-7131 _ MODEL SPJ12-07 VOLTAGE: 120V WWW.HADCO.COM g» T w MOUNTING: DIRECT BURIAL qTY: 6 SOCKET: MEDIUM BASE ELE BOLLARD SPECIFICATIONS r zP�R'CnL 25W INCANDESCENT NTS t 3 NOTE: COMPACT FLUORESCENT MAY NOT BE COMBINED WITH 12V (LOW VOLTAGE) wry SHOWN WITH 36" POST. POST SIZE RANGE FROM 12" TO 120" LENGTH j LOCATION: OUTDOOR k CERTIFICATIONS: UL * x HOUSING: ALUMINUM LIGHT SOURCE: COMPACT FLUORESCENT, INCANDESCENT '° VOLTAGE TYPE: LINE VOLTAGE, LOW VOLTAGE APPLICATIONS: COMMERCIAL LIGHTING, RESIDENTIAL FINISH: BLACK t PATHWAY STYLE BOLLARD to s "�` WARRANTY: THREE-YEAR LIMITED WARRANTY. h HEIGHT 42' (107CM) 1 1 WIDTH: 16" (41 CM) "`t9 BOLT CIRCLE: 41�" (11CM) e y 4 ANCHOR RODS: " INTERNAL (3) 7� DIA X 15 LONG (1.3CM X 38CM) Ll xE � BASE DIAMETER: 6" (15CM) d MAX. WEIGHT: 60 LEIS f x QUANTITY: 25 TURTLE FRIENDLY BOLLARD SPECIFICATIONS NTS ►ETAIL \ �` A CIRCUIT* ' DESCRIPTION PURPOSE 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)S5 NEW RELOCAISTING D C-5 UNDERGROUND ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT 1 TO SECONDARY PANEL (P-2) C-6A UNDERGROUND E ELECTRICAL CIRCUIT SCH 40 GREY CONDUIT - (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) NEW RELOCATED 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 EXISTING 35 DOCK LIGHTS - 13 WATT FLUORESCENT - (P-1) *NUTE: CIRCUII RUUIE SHOWN ARE SCHEMATIC - SEE ELECTRICAL ENGINEERING PLAN i North GRAPHIC SCALE 20 40 80 ( IN FEET ) 1 inch = 40 ft LEGEND UNDERGROUND ELECTRICAL CIRCUIT IN UM UEc SCH 40 GREY PVC ELECTRICAL CONDUIT (PRIVATE) um Uri UNDERGROUND ELECTRIC (FPL) rn T OVERHEAD ELECTRIC (FPL) EXISTING STREET LIGHTS TO REMAIN EXISTING STREET LIGHTS TO BE RELOCATED (7) - 7 NEW LOCATION rpiM JA1N + PROPOSED NEW OR RELOCATED STREET LIGHTS (18) - 11 NEW - 7 RELOCATED • PROPOSED 12V PEDESTRIAN BOLLARD LIGHTS (25) x PROPOSED 120V PEDESTRIAN BOLLARD LIGHTS (8) o PROPOSED FLAGPOLE UPLIGHT (1) NOTES: 1. THE CONTRACTOR SHALL COORDINATE THE WORK AND MAKE PROVISIONS NECESSARY TO ENSURE THE EXISTING STREET -PROPOSED BOLLARD LIGHTS NORTH AND SOUTH OF THE PROJECT LIMITS ARE (TYP.) OPERATING AT ALL TIMES. INCLUDE THE COSTS IN THE BID \GHTING FOR A TEMPORARY CIRCUIT THAT BY-PASSES THE LIGHTS THAT ARE TO BE RELOCATED. 2. SEE THE ATTACHED ELECTRICAL ENGINEER'S PLAN (TREASURE COAST ENGINEERING). BENCHMARK OF GRAIr R-6.29' RELOCATE - SIMILAR LOCATION, BUT IN RAISED GRADE 1 \ \ A f t � 1< 4\� S 0 1\ to" \ k 0' " ELO10 C0 t 10" t0" 10 "" :.w'• �•gi.,q,4a \0. M o to- . 01 'ROPOSED NEW AT&T ' ' 4 to, to' IISER (BY AT&T) BUILDING.'.'.:r`" A ;� \ o" vo_.-- f 'OSED NEW AT&T 4 ' . ✓ " � } \ \ �o' HF-5 :RGROUND UTILITY �� \ o" o" wF 4 lsuNO ND Est- t \ ` 10" 10" 1 WF-3 LED . ®w �� \ to w \ \ TO IST. MNG PA'111 \� . . w « w \ 10" STREET LIGHTS sroP OrP) e w w OR �PQLTr``n\ 0" \ (8) W Q w w STREET UG \� \ `V 4 REMAIN \ \ \ 1 1`Y W vi w ea . w \ \ 12' .10. . 1� U � y$ )� �47.. \w tea• \w w wa \ \j� 10" \ w to EXISTING ' ..'.'.'BUILDING ....... .... \ \�\\ to" o' \ \ \ \ J l•: \ W n Q_' O a o 0 0O Q all O C9 W W � O � U VVi O Wo oN _ =w� HW WOU�m3�W aw��azc~i?o= cn�aaZWO�<a~3 z��OQwp �m�g 3 =a Gu X- o� W�Z� Oa==jOW ,a33w�N3w`?a� U E J LQ �' L a� Q � p a o� IZ 0 � ILL Q jo oo U y-- Z0W � . omd cz ZZOW r~n o> Cc N O C d 06 �oW0 w ti J �o�N 1- w'�~ W W�� CK ED >N W �C14 J k ¢o T ZN U) � �w v o LLJ U W OOLLJ� O:ff2 Z Ie f— F-- LLJ F-- V) >- Z � z W Lz� j 0 Q Q 86 C) L ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITILE FL REG. NO. 57396 ❑WILUAM P. STODDARD FL REG. NO. 57605 DATE: 2 6 SHEET 26 PROJECT NO. 07-027 4 r-. ASSOCIATED PHASE MOVEMENTS 0 � � m 0111 (1+6) TF I, TF6 6 02 (2+6) TF2, TF6 P2 2 6 P6 0HE_ EXISTING OVERHEAD ELECTRIC PROPOSED OVERHEAD ELECTRIC —Ur— PROPOSED UNDERGROUND ELECTRIC 03 P4 SIGNAL LOOP (4+8) 4 r 1 Vf. TF4 PULL BOX h \\` F \ \ A Ilk 7� \c-, N w, -13\ -)3 % X 7 � \`\\ \ \\ \\\� % I I ........... .............. X ............ ........... VAI 0 LOOP REPLAC SET SIDE111 653-4 A 0 BE REMOVED (Z?Y r 77NG SIGNAL POLE xxi RADAR DETECT UN/ EXIS77NO ELEC7RI R/ RAILROAD WARNING . REPLACE NEW *SER WOE FV "' I % 1 .. I IBM /4i PULLBOXES FLUSH wl CONCRETE SIDEWALK AND TTT 1650-54 GENERAL NOTES:tTl THE MAINTAINING AGENCY: KEEP RIGHT slam (R4- Elk7sT INDIAN RIVER COUNTY IN TRAFFIC ENGINEERING AND NE 1801 27TH STREET 6 7RIC SER EXtSr VERO BEACH, FL 32960 rO SIGNAL POLE LOOP & L -1563 (772) 226 8 1. MAJOR STREET IS U.S. HIGHWAY 1 AND THE MINOR STREET IS MAIN STREET 5' FZ U5n F2� 2. SPEED LIMITS: U.S. HIGHWAY 1 - 35 MPH "k MAIN STREET - 30 MPH 3. THE EXISTING CONTROLLER ASSEMBLY SHALL BE USED. POLE (BY fPO 4 OVERHEAD ELECTRIC - ALL SIGNAL TIMING SHALL BE PROVIDED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING, PHONE (772) 226-1547. 5. p Lol�� (a Y CONTRACTOR SHALL COORDINATE WITH FLORIDA POWER & LIGHT FOR ELECTRICAL SERVICE. CONTRACTOR IS TO NOTIFY INDIAN RIVER COUNTY 48 'HOURS PRIOR TO THE START OF WORK. E To 7. THE CO (BY F Pl, 8. THE CONTRACTOR SHALL USE CAUTION TO PROTECT AND MAINTAIN EXISTING UNDERGROUND CONDUITS AND CABLES ............ _R/V .............. 9. PAY ITEM 650-54 SHALL INCLUDE RELOCATING ONE SIGNAL HEAD AND RE -AIMING BOTH WESTBOUND DISPLAYS. . . .............. . ......... EPLACEIRESETNEW 77NG SIGNAL POLE Ul ........................ 7.. ....... R 10. PAY ITEM 653-4 IS TO RELOCATE THE SOUTHEAST PEDESTRIAN SIGNAL TO THE BACKSIDE OF THE PROPOSED SIDEWALK ............. .. ....... ....... .................. PULLBOXES FLUSH W1 ............... ............ .............. ...................... WITHIN THE SAME GENERAL LOCATION E SIDEWALK AND .......................... ........ ...... .......... CONCRETE ............. ......... mps .......... ...... ............. 11 PAY ITEM EXISTING PHlipnypq \A/iii PF REPLACED NEW BOXES MAY BE ADJUSTED IN LOCATION AND GRADE ..................... ..... .................... TO ACCOMODATE NEW SIDEWALK AND CURB CONSTRUCTION. INCLUDE COST OF CONDUIT MODIFICATIONS NECESSARY AT ........ � . I ..... i.: i...... ................ ..... .... ............... EACH PULLBOX IN THE COST OF THE PULLBOX. . .; ...... ...... .. ..... wl ....... .... .... . ...................... A .................... .......................... 12. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT DEPICTING ANY CHANGES TO THE WORK. .... ......... ............................ ...... FPL\\ ............... ... ......... I ............. .............. ....... ................... ...................... 13. COORDINATE CONSTRUCTION SHOWN ON THIS PLAN WITH MAIN STREET & S.R.5 IMPROVEMENT PLANS BY OTHERS. .................. ............ — ........... ................. .................. 14. FINAL ACCEPTANCE OF THE INSTALLATION WILL BE BY I.R.C. TRAFFIC ENGINEERING, AND ALL SUBMITTALS ARE SUBJECT ....... ...... ....... ......... ....... 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 A 60 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 ........... ............. ? . ...... .......... ............ ............ ............ N .......... . ..... ............. -c .......... ............ .......... X A .......... k TRAFFIC VOLUMES POLE TABULATION LOOP DETECTOR CONNECTION Indian River County DETECTOR DETECTOR lCONNECTED. CONNECTED TO 929 UPPER LOWER UPPER LOWER LOWER ROAD DEPTH UNIT NO, OPERATION TO LOOP TIMING FUNCTION F-6-3-5--1 POLE -rinKl PLAN TIE-IN TIE-IN POLE TIE-IN TIE-IN TIE-IN CROWN BELOW 4 SPAN TYPE CLASS (Zir,KIAl 17A 21 5 1 23 I.D. TO TO LENGTH TO TO TO TO GROUND I 1,4UmmhL_ LO 77 537 19 7 1 TOP OF TOP OF GROUND GROUND CROWN GROUND 153 4 140 10 POLE POLE LEVEL LEVEL LEVEL LEVEL REMAINING LOOPS AS EXISTING _T�:39 19 91 38 �=E!K:�- 76 35 99 15 r 964 23 ,,c) 629 15 87 F 7-13 1074 A,M, PEAK HOUR PX PEAK HOUR TOTAL=1696 TOTAL=2316 DATEi 7/24/07 DATEi 7/24/07 TIMEt 80 AM — 9:00 AM TIMEi 4100 PM — 5100 PM 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 7LX EA 1 j 1 5/8/08 REVISED EAST LEG PER CITY OF ' ,SEBASTIAN MAIN ST. PROJECT NO. DATE REVISIONS BY APP. NO. DATE REVISIONS I MAIN STREET & U.S.1 CITY OF SEBASTIAN ASSISTANT PUBLIC WORKS DIRECTOR DATE NAME DATE SCALE CONTRACT NO, DRAWN BYi 1 11=20' BY APP, CHECKED BYi J.A. 05/12/08 BRAVING NUMBER wts 0 SITE ELECTRICAL PLAN VIEW 1'=500' ONAL SYMBOL LEGEND (NOT ALL SYMBOLS WILL APPLY TO THIS PROJECT) SYMBOL DESCRIPnON SYMBOL DESCRIPTION ® CEILING JUNCTION BOX ® SWITCHBOARD. POWER PANEL.BOARD }{� WALL JUNCTION BOX DUPLEX RECEPTACLE OUTLET —XX f 1 LIGHTING PANELBOARD SINGLE RECEPTACLE OUTLET F TRANSFORMER DOUBLE DUPLEX RECEPTACLE OUTLET '' 30co (NUMBER NON -FUMBLE SAFETY SWITCH INDICATES SWITCH SIZE) GFCI WP GROUND FAULT CIRCUIT INTERRUPTERS DUPLEX OUTLET WITH WEATHERPROOF SAFELY SWITCH (NUMBERS COVER INDICATE FUSE/SWITCH SIZES) SPLIT WIRED DUPLEX RECEPTACLE 40/60 IC COMBINATIONIC STARTER MAGNETBREAKER 20 AN G 2 —INDICATES NEMA STARTER SIZE 91 DUPLEX ISOLATED GROUND 20 — INDICATES CIRCUIT BREAKER TRIP SPECIAL PURPOSE OUTLET — USE SUBSCRIPT TO IDENTIFY MAGNETIC STARTER TYPE IN SPECS A FLOOR RECEPTACLE OUTLET USE SUBSCRIPT TO IDENTIFY �/ 2 MOTOR (NUMBER INDICATES HP) TYPE IN SPECS qA DUPLEX RECEPTACLE OUTLET OS OCCUPANCY SENSING SWITCH USE SUBSCRIPT TO IDENTIFY TYPE IN SPECS PC PHOTOCELL $SINGLE POLE SWITCH — USE SUBSCRIPT TO DESIGNATE REMOTE CONTROL SWITCH c CONTROL. OF PARTICULAR OUTLETS 8 POLE, 30 AMPS $2 DOUBLE POLE SWITCH 0 CEILING MOUNTED LUMINAIRE $3 THREE—WAY SWITCH $4 FOUR—WAY SWITCH A (� WALL MOUNTED LUMINATRE WEATHERPROOF SWITCH SINGLE OR DOUBLE WALL MOUNT FLOOD K KEY OPERATED SWITCH HOMERUN CONDUIT $ D DIMMER SWITCH GROUND $LIT—XX LOW VOLTAGE SWITCH WITH PHASE COIL DESIGNATOR SWITCHED $0 GANG MOUNTED OCCUPANCY SENSOR — NEUTRAL ISOLATED GROUND NOTES RELOCATE EXISTING HOFFMAN 1 ENCLOSURE TO P2 LOCATION SEE DETAIL FOR INSTALLATION 2 AND OF EQUIPMENT IN H❑FFMAN ENCLOSURES AND M❑UNTING OF STRUCTURE. LIGHTING CONTACTOR JINSTALL 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 LOCATIONS, (SEE LIGHITNG SCHEDULE) ALL CONDUITS FROM UNTILITY 6 POWER TO LOADS ARE TO BE INSTALLED UNDERGROUND, INSTALL LV TRANSFORMER IN 7 ENLCOSURE AND PLUGINTO RECEPTACLE, HARDWIRE OUT T❑ LIGHT FIXTURES WIRING 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 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 IS 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 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" 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: 208YZ120 VOLT 480Y/277 VOLT PHASE A BLACK BROWN PHASE B RED ORANGE PHASE C BLUE YELLOW NEUTRAL WHITE GRAY EQUIP. GROUND GREEN GREEN ISOLATED GROUND SHALT. BE GREEN WITH YELLOW TRACER. ARRANGE CONNECTIONS IFOR 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 AN ORDERLY CONDITION AND AT PROJECT COMPLETION, 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. NOTE: TO THE BEST OF THE ENGINEERS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 2004 FLORIDA BUILDING CODE (FBC), 2006 SUPPLEMENT FBC, 2005 NEC, AND THE FLORIDA FIRE PREVENTION CODE (1ST EDITION) i LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL INPUT VOLTS NOTE 1 QUANTITY WATTS A (1) 1 OOW MH HADCO 42" PEDESTRIAN BOLLARD LIGHT ELECTRONIC SEE PEDESTRIAN CF73 105 120V 1 P 2W 8 0 BOLLARD LIGHT DETAILS B (1) 9OW PAR38 WWW.AMERICANFLAGSTORE.COM FLAGPOLE MAGNETIC SEE FLAGPOLE IGCOMLGTO1 150 120V 1P 2W 1 o UPLIGHT UPLIGHT DETAIL C (1) 3W SPJ LIGHTING TURTLE PROTECTION 42" ELECTRONIC SEE PEDESTRIAN SPECIAL- 5 12V 1 P 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 HPS HADCO 150W HPS STREET LAMP (NEW) ELECTRONIC SEE STREET R54BANNlAGG15OS240V 167 240V 2P 2W 11 -- LIGHT DETAILS E (1) 150W HPS EXISTING STREET LIGHT TO REMAIN ELECTRONIC SEE STREET R54BANNIAGG15OS240V 167 240V 2P 2W 22 LIGHT DETAILS F (1) 150W HPS EXISTING STREET LIGHT TO BE RELOCATED ELECTRONIC SEE STREET R54BANNlAGG15OS240V 167 240V 2P 2W LOOK FOR NOTE WITH 7 I LIGHT DETAILS RELOCATE AND USE AS LIGHT. G (1) CFL EXIST 13W CFL ELECTRONIC WALL 13 120V 1 P 2W EXIST DOCK LIGHT TO 35 REMAIN. ONLY NEEDS TO BE RECIRCUITED EQUIPMENT SCHEDULE CALLOUT SYMBOL FULL SHORT VOLTS VOLTS VOLTAGE FUTURE 240/120V 240/120V 240/120 RESTROOM Q 2P 3W 2P IRRIGATION 240/120V 240/120V 240/120 PUMP 2P 3W 2P LIFT ® 240V 3P 240V 3P 240 STATION 3W LIFT ® 240V 3P 240V 3P 240 STATION 3W POLES AMPS KVA 2 23.5 5.15 2 22.55 4.33 3 27.6 9.17 3 27.6 9.17 HP LOAD MOTOR: 1.18 KVA LIGHTING: 0.78 KVA HEATING: 3.2 KVA 3 HP MOTOR: 3 HP CONTINUOUS: 0.25 KVA 7.5 HP MOTOR: 7.5 HP 7.5 HP MOTOR: 7.5 HP 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 TSSG44-15 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 UGHTING 0.05 20/1 CU 3/4"C,1#4,#4N,#8G 2 LIGHTING 0.07 20/1 CU 3/4"C,1#4,#4N,#8G 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 (1257.) LARGEST MOTOR 0 0 (1257.) HEATING 0 0 (100%) OTHER MOTORS RECEPTACLES 0 0 0 0 (1007.) (507.>10) NONCON11N000S KITCHEN EQUIP 0 0 0 0 (1007.) (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 0.12 0.15 BALANCED PHASE AMPS 12.5 BREAKER CIRCUIT NOTE 1 CUSTOM PANEL DESCRIPTION 60/2 P1-23,25 FUTURE RESTROOM FUTURE RESTROOM INSTALL CONDUIT TO PULL BOX ONLY. 30/2 P2-5,7 IRRIGATION PUMP 30/3 LS-7,9,11 SEE ABS PUMP DETAIL LIFT STATION DRAWING 30/3 LS-1,3,5 SEE ABS PUMP DETAIL LIFT STATION DRAWING FPL-UTIL 240/120V 3P 4W NEW FPL POLE M UNDERGROUND CONDUIT UNDERGROUND CONDUIT0 3/4"C, 3#6, #12N, #10G 1-1 /4"C, 2#2, #2N, #8G 2"C, 3#3/0, #3/ON 2"C, 3 #3/0, #3/ON UNDERGROUND CONDUIT � 60A 100A } 200A 100A 60A 60A FUTURE RESTROOM 1-1 2 C,2#4,#4N,#6 LS P2 P1 240/120V 3P 4W 240/120V 2P 3W 240/120V 3P 4W FEEDER SCHEDULE FEEDER AMPS CONDUIT AND FEEDER FEEDING THESE DEVICES 20 ':. 1 /2"C, 1 #12, #12N, #1213 T1 60 3/4"C, 3#6, #12N, #10G LS 100 1-1/4"C, 2#2, #21N, #8G P2 200 2'C, 3#3/0, #3/ON M, P1 SIZING METHOD: COPPER, 60'C 112 THROUGH #1, 75'C 1/0 AND ABOVE EMT 0.85PF i FAULT CURRENT SCHEDULE LOCATION AIC RATING FAULT FEEDER LENGTH TRANSFORMER KVA Z % FAULT AT PRIMARY FPL-U11L 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' WIRE CALLOUT LOAD TYPE DEMAND ALCULATE. FACTOR LOAD 1-1 /2"C.2,#4.#4N.d#6G MOTOR, LIGHTING, 11.25, 1 5.64 5.41 11.46 11.46 UTILITY TRANSFORMER (DELTA-WYE CONNECTION) i ANNOT BE SMALLER THAN NEC TABLE 250.66 #3/0 GROUND NEUTRAL SERVICE ENTRANCE EQUIPMENT VOLTAGE DROP SCHEDULE LOCATION VOLTAGE DROP FEEDER 1 FEEDER 2 MAX. BRANCH CIRCUIT TOTAL LS 6.887. --- 6.887. P1 1.78% 3.667. (CAT f,3) 5.44% P2 3.44% 1 % (CKT 1) 4.44% Ti 2.35% 5.25% (TAP 1) 7.67. Panel ROOM VOLTS 240/120V 3P 4W AIC 22,000 MOUNTING SURFACE BUS AMPS 200 MAIN BKR 200 p1 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 UGH11NG a 2 20/2 3.01 LIGHTING 3 1 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 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 60/2 5.15 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 CALC. KVA LIGHTING 9.02 11.3 (1257.) CONTINUOUS 0.95 1.19 (1257.) LARGEST MOTOR 9.17 11.5 (1257.) HEATING 3.2 3.2 (1007.) OTHER MOTORS 14.4 14.4 (1007.) NONCONTINUOUS 0 0 (1007.) RECEPTACLES 3.6 3.6 (507.>10) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 40.4 45.1 BALANCED THREE PHASE AMPS 109 PHASE BALANCE PERCENT: PHASE A 121% PHASE B 69.5% PHASE C 109% INSTALL IN HOFFMAN SS ENCLOSURE WITH LIGHTING CONTACT PER DETAIL Panel ROOM VOLTS 240/120V 2P 3W AIC 22,000 MOUNTING SURFACE BUS AMPS 100 MAIN BKR 100 P2FED FROM P1 NEUTRAL 100% LUGS STANDARD NOTE Q0112101100RB CKT CKT LOAD CKT CKT LOAD # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1 20/1 0.84 LIGHTING I a 2 20/1 0.15 LIGHTING 3 20/1 0.1 LIGHTING CONTACTOR b 4 20/2 0.668 LIGHTING 5 30/2 4.33 IRRIGATION PUMP c 6 1 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 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 CONN. KVA CALC. KVA LIGHTING 1.66 2.07 (1257.) CONTINUOUS 0.35 0.438 (1257.) LARGEST MOTOR 4.08 5.1 (1257.) HEATING 0 0 (1007.) OTHER MOTORS 0 0 (1007) RECEPTACLES 1.2 1.2 (507.>10) NONCONTINUOUS 0 KITCHEN EQUIP 0 0 0 (1007.) (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 LOAD # BKR KVA CIRCUIT DESCRIPTION r;t\Tl 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 1 b 10 20/1 0 SPACE 11 c 12 20/1 0 SPACE CONN. KVA CALC. KVA CONN. KVA CALC. KVA LIGHTING 0 0 (125%) CONTINUOUS 0.5 0.625 (1257.) LARGEST MOTOR 9.17 11.5 (125%) HEATING 0 0 (1007.) OTHER MOTORS 9.17 9.17 (1007.) NONCONTINUOUS 0 0 (1007.) RECEPTACLES 1.2 1.2 (50%>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 2004 FLORIDA BUILDING CODE (FBC), 2006 SUPPLEMENT FBC, 2005 NEC, AND THE FLORIDA FIRE PREVENTION CODE (1ST EDITION) LIFT SLOT Ty" A M ownceff sm IN - COVER SHALL EAD OLT T A 0 SmI IN . ✓SECUREPENTA-HT TO BONG )K�Col�et� . M iW BE FE1100 A V MCI OF 1f FROM WJDI E411 CASE IRON COVER . ..fix HANDHOLE SHALL BE ypE® 0% r COMPOSOUTE AS MANUFACTURED BY ALL CONDUIT QUA7ITE CORPORATION 1 HEAT SHRINK CONNECTIONS FINISH GRADE ,^._.< <"r\\''`�' .'•\:�.��. i .. _. WARfi '• T i' \, .. ,DBE FOAM OR APPROVED EOUAL� r2l GRACE PG 8) f",��_.' �j J ,.. CRUSHED STONE FOR DRAINAGE WXW*X6'DEEP z GROUND SORE AS REWIRED ASS BQLT +- 2. `\ x CH e ROCK CONDUIT NOTE; BACKFILL SHALL BE TAMPED TO 95% COMPACTION. CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION NOTE MATERIAL AND 517E IS BASED ON TRAFFIC LOAD HEIGHTS HE EPDXY M82SERIES PRIOR TO BACKFILL SPOT FILLING TO PREVENT FLOATING IS ACCEPTABLE SSOIL UNDER LSTORED O 05% COMPACTION. BOX SHALL BE RA PULL BOX DETAIL PULLBOX SECTION CIRCUIT TRENCHING DETAIL TG QF.LS) T.S. WARr w ) i , AtffAl /\ Q�I1 )W7 F.P. PRIMAR FNLH IISACKFUL CgRR /\ GCNmvtrSACKFUL >. TRENCH BOTTOM NOTE 8ACKFILL SHALL BE TAMPED TO 25% COMPACTION. CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS NOTE BACKR L SHALL BE TAMPED TO 95% COMPACTION. CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS NOTE SACIMLL SHALL BE TAMPED TO 95% COMPACTION. 4' OF CONCRETE MAY BE NEIDED TO CREATE SOLED BASE IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION FINAL BACKFILL CAN CONTAIN SOME STONES IN IT. PRIOR TO BACKFlLL SPOT FILLING TO PREVENT PRIOR TO SACKFILL SPOT FILLING TO PREVENT FLOATING IS ACCEPTABLE. FLOATING IS ACCEPTABLE. SERVICE TRENCHING DETAIL ra UTILITY TRENCHING DETAIL (IF REQUIRED) ZN.TA. DIRECT BURIAL DUCT BANK TRENCHING DETAIL .ra i i 240V MOUNT FACING NORTH ON TOP OF FRAM 240V L ES 240V LI ES 120V LIT S 120V T 120V 120V S RE P1 LIGHTING RELAY WITH PHOTO CELL SQUARE D LH80V03 INSTALL IN H❑FFMAN ENCLOSURE i 120V PC MOUNT FACING NORTH ON TOP OF FRAM PHOTO CELL C 120V S 120V L ES 208V I S P2 LIGHTING RELAY WITH PHOTO CELL SQUARE D LH40V❑2 INSTALL IN H❑FFMAN ENCLOSURE NOTE: DIE CAST ZINC GASKETED ENCLOSURE FOR MAXIMUM WEA11 jERPROOFING WITH CADIUM SULPHIDE 1 DIAMETER HERMETICALLY SEALED CELL MOUNTED ON 1 2" CONDUIT NIPPLE WITH DELAY TO PR FALSE SWITCHING. INSTALL VANDAL PROTECTION. PHOTOELECTRIC CONTROL DETAIL N.T.S. 1 MOUNT ELECTRICAL ALL FASTENERS, WASHERS, AND EQUIPMENT TO CHANNEL SPRINGS ARE STAINLESS STEEL !' CROSS MEMBERS 1 5/8" PERFORATED i ZINC COATED STEEL CHANNEL o OR ALUMINUM CHANNEL C/ C CHANNEL CROSS MEMBER is 0 0 CONCRETE PAD /,--CAST CHANNEL IN CONCRETE OR DRIVE IN GROUND MIN 4' 00 00 Oc� 0000 a . � 0 a a a °a i I AS NEEDED 1 ELECTRICAL MOUNTING CHANNEL DETAIL (TYP) I NO SCALE O O Albert B Jenks, Jr. PE# 65050 1 nw PFmTOCELL PHOTOCELL 0 0 e O o O e O uiewoa LHBOV03 ao�oxaeoorse QD3;i0MQ200RB LIGHTING LIGHTING PI PANEL % PANEL CONTACTOR CONTACTOR 0 O Fol H O 0 GFCI RECPT GFCI RECPT TSS644-15 TSS644-15 T1 XFRM tt XFRM e O O 0 O O ift LA HOFFMAN ENCLOSURES INC. A48H3608SS6LP3PT NOTE: TO THE BEST OF THE ENGINEERS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 2004 FLORIDA BUILDING CODE (FBC), 20D6 SUPPLEMENT FBC, 2005 NEC, AND THE FLORIDA FIRE PREVENTION CODE (1ST EDITION) REVISIONS DATE TITLE DRAWN JABJENGINEERING TREASURE COAST CITY OF TI SEBASTI I CHECKED ABJ your Electrical Design Consultant I RIVF_DIAN RIVER DATE 106/09/08 Treasure Coast Engineering, Inc. DWG No,03242009ABJ1 CA#27181 492513th Lane, Vero Beach, FL 32966 SCALEI 772-567-1007 www.tce.eng.pro NINE SHEETE3 ❑F 3 \..� \ \\ \\ \ <• A L. , 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 TRANSPLANTINGIAS 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. Np . 1. .. .:. - MATC H LI N E 1 .. ... _-.E ,.. .. .a 1i-:.i ...a .t�v'.4✓.:.� .'.'{`:ii1:5 'U •{ l �. ,-.. 1i:. ...... ,n._. �..� Y`' ,.. ..x. �_ ,.^. k..�` i iSED IAMENT BOX P- 5 SBA 39 WETLAND LINE 20' PROPOSED ROPE/RAIL FENCE - TYP. 0 10, 20' 49 SCALE: i" - 20-0" CLIO W Z Z DC� Q W W �No �j0 LL. Z0 0� dSlt:eu Q CL w�O Q W W o coV) Lu V)cCQ z�� W Qc Q a "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' MDAWAI QV- %AlMlf-AV FILE #: 1407.1 DATE: 04/21 /2008 SHEET # LP— __ 7771 . . ........... ... .. .... - ------ 77"T 77777" r77r 7, 41 ,4 X. D V! V z z 4 . . . . . . . . . . . . . . . . . . . . . . . . A\ �s V A000 V I \4, . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 ... .. . .... . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V \ . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 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. ri MATCHLINE EXIST. PICNIC PAVILLI,ONS PROPOSED ROPE/RAIL FENCE - TYP. PROPOSED 'BOLLARD LIGHTS - TV. MEAN HIGH WATER LINE WETLAND LINE, t PROPOSED TRASH RECEPTACLE - TYP. WF-- EXISTING PALMS 'TO REMAIN - TV. 0 0 A -7 0 WF- 6 WF.- 4 V HALL 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." W 'I jf_ A .11 A, SCALE: 1 =20' DRAWN BY. WED/CAK DRAWING #. 3-19-09 —LP— 1407. 1 -moved broom.dwg FILE*P 1407.1 DATE: 04/21/2008 N 0 10, 20' 40' 60' SCALE: 1" = 20'-0" L.D.S PROJECT SCHEDULE ------ T_ DATE I APPROVAL NOTES 7 ,ZIWM� <<<<<<<<<<<<<<<<<<<<<<<< < < <<<<<<<<<<<<<<<<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < <<<<<<<<< < "x<<<<< << <,/ <,/ < < < < < < < < < < < < < < PROPOSED < < < < < < < < < < < < < < < < < < < < <1 BENCHES < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < <<< <<<<<<<<< < <\ In PROPOSED MEMORIAL WALL 1< < < < < < 24 < < < < < < < < < < < < < < < VM2< <<<<<<<<<<<<<<< < < < PEN2< < < FIC < L6 LIR < SCH 15 22 jj 89 Lj 4 W ER BED ZAM SOD A 207 QPH\ SOD A;' < 2 COR ALZ IX0 19 24 PEN ANN 25 50 < ..V _ VM2 4% ell ? 4 FIC 28 + PROPOSED FLAGPOLE ZA N 2 /SCH L6 < FIC \\ + -i- SOD "All \ �� 6 CHY 35 < < A < IVN /ZAP /ANN 15 36 ANN 50 ZAP 10 NOTE: - ALL LANDSCAPED AREAS TO BE FULLY IRRIGATED WITH AN AUTOMATIC SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP MINIMUM. I - 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. I - 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. PROPOSED TRASH RECEPT 4' 16' PL lllll, SCALE: 1/8" IW c:) — L_ 0 "T 0 D (y) Lo LL. 1- 0 LO cal LL_ M < L_ CL LO OD r C3 '0 C:) Lo 5 o ic) .9-- cl- . 0 E CL 5: a) u c: - - Lu 01 C4, W Z . L.L. !'�' Lij ui �L"-� >0o U- 06 u a: F_ Lu 0 Ljj LL LU �Lua V) > Lu V) Ce z � I 11A "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: 1/8"= 1 1-011 DRAWN BY: WED/CAK DRAWING #. 3-19-09 _1_P_ 1407. 1 -moved broom.dwg FILE#. 1407.1 DATE: 04/2112008 L.D.S PROJECT SCHEDULE DATE J APPROVAL I - NOTES mewait I I C.O.S. COMMENTS r. a .. :._ w ,., ... I, _ , 777 j , , ¢C I Never ve cut terminal leader N - - Note: Thin branches & foliage as directed ' - - a by Landscape Architect. NOTE: For sabals, tie I branches together with twine , 6 Strand galv. wire encased in 3/4 round rubber hose. Locate above first lateral branch Wire or metal band Burlap wrap 4" Galy. turnbuckle with 6 strand galv. 3 Blocked braces of guy wire. (3 guys/tree) new, clear lumber to support all clear trunk FP �� 3 shredded Melaleuca palms (use 20d nails) mulch " 3 tree well (earth berm) e Berm d saucer with 3" layer of Melaleuca mulch extended be and y Remove burlap from top _ berm) = I I 1 /3 of rootball. Raise rootball 2" above II I I( I I Finished grade _ j` I I existing soil. -I 1/2 A f Wood stake in suitable ff IIII I size &length to hold 21Vx 2"x 30" hardwood stake IIII — braces. Approved soil mix (check — Sand and peat moss with Landscape Architect 1/2 A for mix) — I mixture- 1:1 ratio 1/2 A A PALM PLANTING DETAIL TREE PLANTING I DETAIL is NTS. NTS. 3" Shredded Melaleuca mulch. 3" of shredded Melaleuca Tree well - mulch placed between plants (earth berm) above existing soil level. i I t Remove burlap from „ top 1 /3 of rootball. I n l ' �� P ' 2" of 1 /4" mulch pla- N -! I F=1 I I= SHR""e1kPF3` PLA NTS. NTING DETAIL Raise base of rootball I" above existing ground level. Approved soil mix (check with Land- scape Architect for proper mix.) WATER/SEWER SERVICE CONCRETE�SIDEWjAALLK 5' MIN. SEPARATION 5' MiN. FROM BACK OF CURB TO CENTER OF TREE I IIIIIII'� � I I GROUNDCOVER DETAIL NTS. ROO BARRIER -��- WATER/SEWER SERVICE 2' F Y CURB 7.5' / 42' ced on top of tilled soil. Till 2%4" into previously tilled soil. —III I Level to finish grade by hand raking. (( I I Till soil to a minimum depth of 4" below existing soil level. Existing soil. is j i i i 'TREE k" k 611- C:CDo VERALL LANDSCAPE SCHEDULE O M -1.— 4— J W U O �v p U i° ATIVE QTY CODE BOTANICAL NAME COMMON NAME SIZE & REMARK Z Q X U N DO TREES, E Q CLo LO 6 IC Ilex cassine Dahoon Holly B&B, 8' Ht.. x 4' Spr., 5' ct., 1.5" dbh. C? 2 IL Ilex attentuata "East Palatka" East Palatka Holly B&B, 8' Ht., x 8' Spr., strong °° columnar form, full to ground U N 4 Li Ligustrum japonicum Wax Privet B&B, 8' Ht.. x 8' Spr., multi -trunk, U a) C) * 5 QV Quercus virginiana Live Oak B&B, 8' Ht.. x 4' Spr., 5' ct., 1.5" dbh. N U QV * Quercus virginiana Live Oak B&B, 18' Ht.. x 10' Spr., 8' ct. D o I MG Magnolia grandiflora "Little Gem" Little Gem Magnolia B&B, 8' Ht.. x 4' Spr., 5' ct., 1.5" dbh. �"�' O c(D PALMS C) * 26 SP Sabal palmetto Cabbage Palm B&B, see plan for o.a.h., booted C * 14 SP-T Sabal palmetto Cabbage Palm transplanted from site. ��+ I •� -� 4 VM2 Veitchia montgomeryana Montgomery Palm B&B, 12' -16' o.a.h, Full, Triple -trunk a W O 0 O ACCENTS C .' U 3 COR Cordyline Terminalis "Red Sister" Ti Plant #7, T;OA Ht., 3 plants/pot, Shade Grown W o 4 ZAM Zamia maritima Cardboard Plant #7, 3'x 3', Full c� SHRUBS 19 ALZ Alpinia zerumbet'Variegata' Variegated Shell Ginger #3, 24" x 24", 24" OC., Full * 100 CHR Chrysobalanus icaco'Red Tip' Red Tip Cocoplum 36" x 2411, 24" OC., Full * 226 CHY Chrysobalanus icaco 'Red Tip' Red Tip Cocoplum 48" k 24", 30" OC-, Full 67 FIC Ficus "Green Island" Green Island Ficus #3, 18" x 18", 24" OC., Full * 114 IVN Ilex vomitoria "Stokes Dwarf' Dwarf Yaupon Holly #3, 18" x 18", 18" OC., Full 48 IXO Ixora "Nora Grant" Ixora #3, 24" x 24", 24" OC., Full 31 RAP Rhaphiolepis indica 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 7 * 190 SBA Spartina baked Sand Cordgrass #3, 24" x 24 30" OC., Full > L GROUNDCOVERS 505 ANN Annuals Annuals by Season 4" pots, Full V) 172 EUP Euphorbia milli "Rosy Red" Dwarf Crown of Thorns #1, 10" - 12" HT., Full, 12" O.C. Z .Q 85 PEN Pentas lanceolate New Look Pink Pink Pentas #I, 10 - 12 HT., Full, 12 O.C., W coalternate colors within beds 84 PEN Pentas lanceolata " New Look Violet" Purple Pentas #I, 10" - 12" HT., Full, 12" O.C., a T (W Q alternate colors within beds �` Q 207 OPH Ophiopogon japonicus "Nanus" Dwarf Mondo Grass #1, 6" - 8" Spr., Full, 12" O.C. W L.L. 86 LIR Liriope muscari "Evergreen Giant" Giant Lily Turf #1, 10" - 12" HT., Full, 12" O.C. O 25 ZAP Zamia pumila Coontie #1, 10" - 12" HT., Full, 12" O.C. Z > O LJL J 46,816 SF SOD "A" Stenotaphrum secundatum St. Augustine 'Florham' Z I U Q 19,878 SF SOD "B" Paspalum notadum Bahia Notes -In case of quantity discrepancies plan takes precedence over plant list. O Q -Landscape contractor to contact Landscape Architect (LA) if material is not available as specified in plans. �.. 0 m -Landscape Contractor (LC) responsible for verification of all quantities prior to bidding. LU LU -Removal of existing vegetation is responsibility of Landscape Contractor (LC). W Q V) -Relocation of existing vegetation is responsibility of LC. See Landscape Architect (LA) for planting instructions and locations. W -The height of trees may have to be larger in order to achieve min. Caliper size. or any clear trunk specifications. —_ f� -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 quality designated in these plans, completed and accepted, and shall include: furnishing and planting the designated plant types, Q furnishing and placing of the plant backfill, fertilizer and mulch, staying and guying, application of water, the installation of root Qom, barriers, plant and tree protection methods and materials, the maintenance, care, etc.., and all costs of any required replacing of Z Q L U plantings or restoring of damaged areas for the duration of the project contract time and warranty period specified in the contract documents. There is no bid item for mulching, fertilizer, watering, or maintenance and care - the unit price for the trees, shrubs, and (L plants shall include the application of mulch in all landscape planters/beds per these details and specifications, and shall include the application of fertilizers, water and required maintenance and care. i v � DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT R ° ® AND MUST BE RETURNED UPON REQUEST. To Emcoml :PZ) s B Boundary R A=Inches Diameter 4.5' Above Grade Of Protected Tree B=Critical Protection Zone (CPZ) That area Surrounding A Tree Within A Circle Described By A Radius Of \ One Foot For Each Inch Of The Trees / Diameter At 4.5' Above Grade �-- All roots outside the protective barricade to be removed during construction shall be severe TREE PROTECTION DETAIL NTS. * THIS DETAIL APPLIES TO ALL TREES THAT WILL REMAIN OR BE RELOCATED :lean. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." LANDSCAPE SCHEDULE AND DETAILS SCALE: NTS DRAWN BY: WEDICAK DRAWING #: 3-19-09_LP 1407.1-moved broom.dwg FILE #: 1407.1 DATE: 04/21 /2008 L.D.S PROJECT SCHEDULE DATE I APPROVAL I NOTES 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. 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 vendors 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 i A. Proceed with and complete landscape work as rapidly as portions of site become available. 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. 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 Contractors 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 11 PRODUCTS 2.01 TOPSOIL A. If topsoil is not available on site, it must be furnished as specified. Throughout all parts of the site where finish grades and contour lines 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 2.02 SOiL AMENDMENTS If necessary to bring soil into above specified limits: A. Lime: Natural limestone (Dolomite) containing not less than 85% of total carbonates, ground so that not less than 90% passes a I0-mesh 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. Commercial Fertilizer: Complete fertilizer of neutral character, with 40% - 50% of the total nitrogen in a water insoluble form. It shall be 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. 2. For lawns, provide fertilizer with not less than 6% phosphoric acid, and 6% potassium, and percentage of nitrogen required to 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. 2.03 PLANT MATERIALS A. Plant list is part of this specification section. B. Quality: Trees, palms, shrubs and other plants shall conform to the standards for Florida # I or better as given in the latest edition of Grades and Standards for Nursery Plants, State Plant Board of Florida. C. Deciduous Trees: Provide trees of height and caliper listed or shown and with branching configuration for Florida #I or better graded trees in Grades and Standards for Nursery Plants for type and species required. Provide single stem trees except where special forms 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. . Provide specified quality evergreens with well-balanced form complying with requirements for other size relationships to the primary dimension shown. 2.04 GRASS MATERIAL A. Grass Seed: Provide fresh, clean, new -crop seed complying with established tolerance for purity and germination. Provide seed of grass species, proportions and minimum percentages of purity, germination, and maximum percentage of weed seed, as specified. 2.05 MISCELLANEOUS LANDSCAPE MATERIALS A. Ground Cover: Provide plants established and well -rooted in removable containers or integral peat pots and with not less than minimum number and length of runners specified. B. Anti -Erosion Mulch: Provide clean, dry, mulching hay or straw of coastal bermuda, pangola or bahia grass. Only undeteriorated mulch which can be readily cut into the soil shall be used. C. Mulch: Varies by region and availability. D. Stakes and Guys: When required provide stakes and deadmen of sound new hardwood, treated softwood, or redwood, free of know holes and other defects. Provide wire ties and guys of 3-strand, twisted, pliable galvanized iron wire not lighter than 12 ga. with zinc -coated turnbuckles. Provide not less than 1/2" hose, cut to required lengths to protect tree trucks from damage by wires. Part III EXECUTION 3.01 LAYOUT A, Layout individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Landscape Architect's acceptant before start of planting work. Make adjustments as maybe requested. 3.02 PREPARATION OF PLANTING SOIL A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. B. Mix specified soil amendments and fertilizers with topsoil at rates specified. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days. C. For planting beds, six planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 1. Mix line with dry soil prior to mixing fertilizer. 2. Prevent lime from contacting roots of acid -loving plants. 3.03 PREPARATION FOR PLANTING LAWNS A. Preparation of Unchanged Grades: Where lawns are to be planted in areas that have not been altered or disturbed by excavation, 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, stones, roots and other extraneous matter. 1. Prior to preparation of unchanged areas, remove existing grass, vegetation and turf. Dispose of such material outside of Owner's property; do not turn over into soil being prepared for lawns. 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, rubbish and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. I. Spread planting soil mixture to minimum depth required to meet lines, grades and elevations shown, after light rolling and natural settlement. 2. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrades to create a transition layer and then place remainder of planting soil, 3. Allow for sod thickness in areas to be sodded. C. Grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll and rake and remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. D. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. E. Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. 3.04 PREPARATION OF PLANTING BEDS A. Loosen subgrade of planting bed areas to a minimum depth of 10" using a cultimulcher or similar equipment. Remove stones over 12" in dimension, and sticks, stones, rubbish and other extraneous matter. Spread planting soil mixture to minimum depth required to meet lines, grades and elevations shown, after light rolling and natural settlement. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, then place remainder of the planting soil, Add soil 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) 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. 1 U u-�_ LO B. Set balled and burlapped B&B stock on layer of compacted planting soil mixture, plump and in center of it or trench with to of ball at fi PP ( ) Y P P g P P P P same elevation as adjacent finished landscape grades. Remove burlap from sides of balls; retain on bottoms. When set, place (} cn m :.0 i C: E additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. When 0, Q �o excavation is approximately 3 full, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. CL CO Water again after placing final layer of backfill.ab Q_ C 3 C. Set container grown stock as specified for balled and burlapped stock, except cut cans on 2 sides with an approved can cutter; remove cn U N o bottoms of wooden boxes after partial backfilling so as not to damage root balls. N U o Lo D. Dish top of backfill to allow for mulching.D p i �s E. Mulch pits, trenches and planting areas. Provide not less than following thickness of mulch and work into top of backfill and finish levelZwith adjacent finish. p F-- 3.06 PRUNING ,F 3 I 1C/� 0 A. All pruning shall be done on the site before planting as directed by Landscape Architect. Pruning shall follow modern horticultural practices Q (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, D-- L_ N 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 �� •� U shrubs shall be left intact and not removed unless damaged. o LU N B. Prune, thin out and shape trees and shrubs. Prune trees to 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 i character. 3.07 SODDING NEW LAWNS A. Lay sod within 24 hours from time of stripping. i 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 sifted soil into minor cracks between pieces to sod; remove excess to avoid smothering of adjacent grass, U C. Water sod thoroughly with a fine spray immediately after planting. ( Z 3.08 MAINTENANCE Q A. Begin maintenance immediately after planting. i jB. Maintain trees, palms, shrubs and other plants until final acceptance but in no case less than following period; 30 days after substantial Z a completion of planting. Z m W C. Maintain trees, palms, shrubs and other plants b pruning, cultivating and weeding as required for health rowth. Restore lantin saucers. P YP g g g q Yg P g <1: Q Tighten and repair stake and supports and reset trees and shrubs to property grades or vertical position' as required. Restore or Q S P guy PP P P Y g P q replace damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. LU (,jam 0 D. Remove and replace excessively pruned or mis-formed stock resulting from improper pruning. I 0 � O Z J E. Maintain lawns for not less than the period stated below, and longer as required to establish an acceptable lawn. LL 1, Sodded lawns, not less than 30 days after substantial completion,C�5 13� (�r�� z V 2. Seeded lawn, not less than 60 days after substantial completion. g g g g g P F. Maintain lawns by watering, fertilizing, , mowing, trimming, other operations such as rolling, regrad and re lantin as � O required to establish a smooth, acceptable lawn, free of eroded or bare areas. W _ W LL' LU 3.09 CLEANUP AND PROTECTION j W 0 A. During landscape work, keep pavement clean and work area in an orderly condition. W 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 V) Q directed. Z ® W 3.10 INSPECTION AND ACCEPTANCE A. When landscape work is completed, including maintenance, Landscape Architect will, upon request, make an inspection to determine acceptability, Landscape work may be inspected for acceptance in parts agreeable to Landscape Architect, provided work offered for inspection is complete, including maintenance. B. Seeded lawns will be acceptable provided requirements, including maintenance, have been complied with, and healthy, uniform close stand of specified grass is established, free of weeds, bare spots and surface irregularities (95% coverage required for acceptance). C. Sodded lawns will be acceptable provided requirements, including maintenance, have been complied with and health well -rooted P P q g P � Y� even -colored, viable lawn is established, free of weeds, open joints and bare areas (95% coverage required for acceptance). Where inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until - reinspected by Landscape Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT IRRIGATION SPECIFICATIONS PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. GENERAL NOTES: REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN 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 PART OR IN WHOLE IS FORBIDDEN WITHOUT diameter of the pipe to be sleeved. THE LANDSCAPE ARCHITECTS WRITTEN 2) Install all backflow prevention devices & all piping between the point of connection & the backflow preventor as per city of Sebastian codes. PERMISSION" 3) Final location of the backflow preventor & automatic controller shall be approved by the owner's authorized representative. Ij 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. 5) All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 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 contractor shall repair or replace all items damaged by his work. He shall coordinate his work with other contractors for the location &installation of pipe sleeves under roadways & paving, etc. 8) All sprinkler equipment shall be installed as per manufacturer's recommendations & specifications unless otherwise specified by designer. 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 irrigation head occurs or as directed by the owner's authorized representative. 0 10) The contractor shall provide 1800 PCS (pressure compensation screens) as necessary to reduce or eliminate overspray onto streets, walks or 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 LANDSCAPE/IRRIGATION covers. All shall be marked indicating controller & station numbers for control valves boxes and/or titled in the equipment legend with I" white SPECIFICATIONS heat braided letters. j 12) All control wires shall be installed in PVC conduit. SCALE- NTS Irrigation contractor awarded the bid for the installation of the project shall provide the irrigation design. Such design snail meetrequirements listed above and/or requirements of the city of Sebastian. Final irrigation design to be submitted to the engineer for review DRAWN BY: WED/CAK prior to installation. DRAWING #: 3-19-09_LP 1407.1-moved broom.dwg FILE #: 1407.1 DATE: 04/21 /2008 LD.S PROJECT SCHEDULE DAIS I APPROVAL I NOTES S H E E T # V V . ... . . . Vz, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \4 .. .. . . . . . . . . . . . . . . . . . . . ... 'EX '15-TIN G . . . . .................... ..................... . L ...................... X 4 41 4' 4-, < A 41- A V. zIr ,..� 46 i95 . . . . . . . . . . . . .......... .... ................................................... ....................... ............................................ ............................................... ................................. . ....... ........................................ .................. I ......... ............ ......................................................... ............................... .................................. ............. .............................................. ovi, ............................................ ..... ......... .... ............................ ............................................... \\\ .............. I .... EXIS TING .................................... ..... ................... ............... ............... BUIL DING: ....................... ................ * ................................... ............... *** ............................... ............................. I ................... A ................................................. ...... ................... ................................................. .L4. ............ ........... ..... .................. ..................................... .................................................... ................................... ....... * ........ .......... ............. ......................................... .............. I ............................ .. ........ ................. ........................ ..............4...............I............... . ........ v ............ ...... .............................. v ....... ....... .......... VI . .............................. ................... ................... .............. A\\ V. 0 10, 20' 40' 60, PROPOSED BENCHES ROPE RAIL/FENCE MEAN HIGH WATFR I INF - RIP RAP WALL 4'CONC. WALK PROPOSED BOLLARD LIGHTING "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." HARDSCAPE PLAN SCALE: 1 11=201-011 DRAWN BY: WED/CAK MEMORIAL PLAZA LAYOUT SCALE: I "=10' MEMORIAL PLAQUE WALL DETAIL 24" RADIUS PRECAST NAUTICAL THEMED MEDALLION *CUSTOM DESIGN - BOAT ITEM 3" PRECAST CAP 5" PRECAST CAP _. STUCCO FINISH COAT OF PRIMER & 2 COATS OF PAINT 5'-10" (INCLUDES REAR OF WALL) , 2" RAISED STUCCO BAND 4 18" X 24" PLAQUE AREAS 4 PRECAST BASE 73 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. 2 BENCH DETAIL SCALE: NTS i 3 TRASH RECEPTACLE DETAIL I SCALE: NTS SiteScapes PF: 4021421-9464 WEBSITE: www.sitescapesonline.com P.O. Box 22326 Lincoln, NE 68542 FX: 402/421-9479 I E-MAIL: info@sitescapesonllne.com INCH TOLERANCES U.O.S. FRACTION— ±1/16" THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SITESCAPES, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SITESCAPES, INC. TITLE CITYVIEW BACKED BENCH PRODUCT NO. CVI -1001 ANG ±1° IS PROHIBITED. *Available in powder coat and DuraCoat finishes Materials List Seat Straps - 5/16" x 1 1 /2" Steel Flat Bar 2 Support Pipes - O 1.315" x .133" Steel Pipe III 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 5 Center Armrest 1" Square Solid - Steel Bar �0 6� Mounted with Four 1 /2" x 4-5" Stainless Steel Anchor Bolts (Customer Supplied) 27.72" 33.88" — — 72" FRONT VIEW FLAG POLE UPLIGHT DETAIL LqW0lmia FIXTURE H( LI C� %J I lJ- I I V I 1 1 CONDUIT CONNECTOR OUNTING RING TOR/YOKE ASSEMBLY 3 COMPARTMENT ........ IIT SUPPLY SCALE: 1 /2" = 2 x 9 GA. LADDER TYPE REINFORCING EVERY OTHER COURSE (TYP.) RIGHT SIDE VIEW SiteScapes PF:402/421-9464 I WEBSITE: www.sitescapesonline.com P.O. Box 22326 FX: 402/421-9479 E-MAIL: info@sitescapesonline.com Lincoln, NE 68542 INCH TOLERANCES U.O.S. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SITESCAPES, INC. ANY TITLE CITYVIEW I I PRODUCT No. REPLE WITHOUT FRACTION- ±1/16" THE �WRITTEN PERM DUCTION IN PART SSION OFSITESCOR AS A APES, INC. TRASHRECEPTACLE i CV2-3000 ANG ±V IS PROHIBITED. *Available in powder coat and DuraCoat finishes Materials List 1 Vertical Straps - 5/16" x 1 1 /2" Steel Flat Bar 2 Top Ring : 0 5/8" 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 1 /2" Stainless 6 Steel Plate with 9/16" Mounting Hole (6) Lid - O 24" x .075 Wall Steel Lid 30.62 DIA. Attached to Basket with Stainless Steel Airline Cable (7) Mounted with three O 1 /2" x 4"-5" Stainless Steel Anchor Bolts (Customer Supplied) (8) 32 Gallon Rigid Plastic Liner with Handles Incl. TOP VIEW . 2 5 4 I 3 12.12" 1 i 35.75" i I i FRONT VIEW BOTTOM VIEW MOUNTING DETAIL SCALE: NT 120V IN GROUND COMMERCIAL FLAGPOLE LIGHTING ITEM# IGCOMLGT01 j HOUSING: Compression molded, fiberglass reinforced polyester composite. 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. LAMP: 120v PAR 38 90 watt 150 watt max. * Lighting Fixture requires installation by Certified Electrician Only WWW.AMERICANFLAGSTORE.COM j 1-888-317-4594 I I; I I: I D. i. I { j I I I I { i I 5 NAUTICAL FLAG POLE DETAIL SAL i I CAST ALUMINUM BRACKE1 YARDARM PULLEYS & HARDWARE i POLE SIZE 30' HALYARD I I YARDARM SIZE: 6.5' DISTANCE FROM TOP, +/_ 10' 30' FINISH: Polished Aluminum STANDARD FITTINGS: I . 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 CAST ALUMINUM CLEAT FOUNDATION SLEEVE AND BASE: 10" Dia. Galvanized steel, with steel base plate 8 * SEE MANUFACTURER DETAILS FOR INTALLATION POLISHED ALUMINUM FINISH /—FLASH COLLAR ANCHOR FLAG & FLAGPOLE (800) 637-3002 www.anchorflagandflagpole.com MODEL # AFC30N r 3'-6" GROUND SLEEVE SAND CONCRETE WEDGES BASE PLATE 24n GROUND SLEEVE AS PER I MANUFACTURER'S STANDARDS COTRACTOR TO PROVIDE 30" STRUCTURAL PLANS AS NEEDED "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT I 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 i I I I. I i I I I PERMISSION." i i I I HARDSCAPE AND SITE i FURNISHING DETAILS SCALE: AS NOTED p DRAWN BY: WED/CAK DRAWING #: 3-19-09 HP 1407.1-moved broom.dwg I FILE #: 1407.1 j I DATE: 06/0 I /2008 F . g: r. ... X. , � n i 5 v1 d, a. t .._. ....L„ ,. ,,.. 3ex,.... �. ,. ....__, _. .. ,.. .,. _�. ., .n .... ;n ,...*a_.- a. ,,;,:.._�. .x..... ... ....: .... .. �: w,.., s_�..'� .,,.... �...,.i4... ,..� __,. .. :�z. >n..-.... .-.., r.,,,�`n..:,-.w, ,r .... n.. _.. .i .. _ _ ..,_..,.. _., s ,.., ... ... ,.. _... sh, v ... :P .. _. TURF BLOCK DETAIL Nib 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 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, proprietary cast aluminum alloy. 6" schedule 40 extruded aluminum pipe with a wall thickness of 0.281 ". Easy access to lamp. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. Finish: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for 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, contact the factory for more information. Optical Assembly: Type III Refractor Bowl. Type V Refractor Bowl. Heat -resistant, low expansion borosilicate glass refractor bowl. Type V Specular Louvers. Optically designed, highly polished ALZAK© aluminum, internal louver assembly. 7" diameter, 3/16" thick U.V. stabilized, clear acrylic lens. Lamping: MH and HPS Medium base: E17. Electrical Assembly: Key -slotted Ballast Assembly with Quick Disconnects mounted to cast aluminum bracket for easy maintenance. 4kv rated medium base porcelain socket. Nickel -plated screw shell with center contact. 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 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. Installation & Mounting: Heavy duty 21/4" cast aluminum base plate is mounted to three (3) %2-13 x 15" galvanized steel anchor bolts with washers and nuts on a 4-%a" 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 flat head alien 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: 601bs 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 Qh': 8 EM 4 --nocnn EDGE RES BASE EXTENDS 121N. BEYOND GRID PERIMETER HANSONPAVERPRODUCTS.COM (800)273-7084 ETE GRID I IN. BEDDING SAND :OTEXTILE (AS REQ.) _.1 OF 6 IN. COMPACTED AGGREGATE BASE NOTES: * MAXIMUM DIMENSIONS OF CONCRETE GRID PAVING UNITS ARE 24 IN. LONG BY 24 IN. WIDE AND A MINIMUM NOMINAL THICKNESS OF 3 e IN. * THE MINIMUM REQUIRED THICKNESS OF THE WEBS BETWEEN THE OPENINGS IS I IN. * THE MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE GRID UNITS SHOULD AVERAGE 5,000 PSI (35 MPa) WITH NO INDIVIDUAL ONE LESS THAT 4,500 PSI (31 MPa). * AVERAGE WATER ABSORPTION SHOULD NOT EXCEED 10 LBS PER CUBIC FOOT * 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. * FOR UNSTABILIZED AGGREGATE BASES, GEOTEXTILE IS RECOMMENDED TO SEPARATE THE COMPACTED SOIL SUBGRADE FROM BASE MATERIAL ROPE RAIL DETAIL 2" TWISTED NYLON i i TURTLE -FRIENDLY BOLLARD SPECIFICATIONS P.T. WOOD POST W/ NAUTICAL ROPE W/ BEVELED TOP & BASE WEATHERPROOF TREATMENT ROPE TO BE HANG NO LESS THAN 30" FROM GRADE 2.5" DIA. OPENING W/ PLASTIC SLEEVE f NTS I SPJ Lighting - Wildlife Friendly Aluminum Bollard Pathway Light (SPJ12-07) Shown: Black Painted Finish / Cast Aluminum Model: SPJ12-07 Mounting: Direct Burial Socket: Medium Base Electrical: 12V Lamp: 25W Incandescent NOTE: Compact Fluorescent may not be combined with 12V (low voltage) Shown with 36" Post. Post Size Ranging from 12" to 120" Length. Location: Outdoor Certifications: UL Housing: Brass Light Source: Compact Fluorescent, Incandescent Voltage Type: Line Voltage, Low Voltage Applications: Commercial Lighting, Residential Finish: Black Pathway Style: Ballard I 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 (1.3cmi x 38 cm) Base Diameter: 6" (15cm) Max. Weight: 60 lbs Qty: 25 j i i I' I I � POST DETAIL SCALE: 1/2" _ 1'0" 4a SCALE: t" = I'0" �e 4" 6„ 6" I 2.5" DIA. SEE POST DETAIL „ 3a HP-3 11 j r 6„ T- 3' 4' SEE POST DETAIL 3a \ HP-3 8" VARIES - 15' MAX. SEE PLAN - - - - - .f<.. -._ m ... .._ _ .. _. , _ `. v` o. .. _. - .., .�40;1"y... � .+ ,a '...' c ... s ter. .,F.. ... .X ...,. ._ �°. .: III • �•<< �-'• '�, � I I I �. -III—� � , —III • .` • I I • , ' <•' �� 's ICI '"• . •� << < III . f. -IIIIIIIIIIIIIIIIIIIIIIIII�I(_)( j'. i I, 1 I J i i — — i i Fy, i C Co o' +— 4— .-- U LL Co N ai J K U N } LL O Q C) N 0 N N 00 tUn U y ' ai C �o cc � _ N CB a •_ l ) '� E N W 0 L � O o W I W I� > .�� V) Q Z �z Q W W Q � Q W 0 !LL oc Z� >qo oi� U_ 06 CL U Q w _ ! U. W iaC w o `� >W Z 0 W POST TO BE CONSTRUCTED UTILIZING A 4"X4" P.T. POST AND ADDING P.T. TRIM C— ACCORDINGLY TO MEET DIMENSIONS SPECIA D. IF CONTRACTOR DETERMINES ANOTF ER METHOD OF POST CONSTRUCTION THEY A kE TO CONTACT OWNER'S j REPRES NTATIVE AND/OR L.A. POST TO BE TREATED WITH WOLMAN CLEAR WATER REPELLANT OR EQUAL, SPECIFICALLY "ALL DRAWINGS, SPECIFICATIONS AND FOR P.T WOOD. 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 CONC. FOOTING THE LANDSCAPE ARCHITECTS WRITTEN PITCH O DRAIN PERMISSION:' i CONC. COLLAR - DO NOT ENCAS BOTTOM OF POST TAMPE9 GRAVEL SUB -BASE i HARDSCAPE AND SITE FURNISHING DETAILS SCALE: NTS DRAWN BY: WED/CAK DRAWING #: 3-19-09 _HP 1407.1-moved broom.dwg FILE #: 1407.1 DATE: 06/01 /2008 � L.D.S PROJECT SCHEDULE DATE APPROVAL NOTES