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HomeMy WebLinkAbout2006 - Site PlanLOCATION MAP LEGAL DESCRIPTION 11 -.EN, 40 4 ► A PARCEL OF LAND LYING IN SECTION 30, FLEMING GRANT, INDIAN RIVER COUNTY, FLORIDA, SAID PARCEL DESCRIBED AS FOLLOWS; COMMENCE AT THE NORTHEAST CORNER OF THAT PORTION OF LOT 22, TOWN OF PAGE 178, SOF 1THEDPUBL CRECORDS TOF THEREOF. (NOW RECORDED IN RIVER)T COUNTY, FLORIDA, LYING WEST OF U S HIGHWAY ONE RIGHTOF WAY UNE; THENCE SOUTH 36®40'04" EAST, ALONG SAID RIGHT OF WAY UNE A DISTANCE OF 214.65 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 36 DEGREES 40 MINUTES 04 SECONDS EAST, ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 172.44 FEET; THENCE SOUTH 45 DEGREES 28 MINUTES 48 SECONDS WEST, A DISTANCE OF 254.99 172T44TFEET;ETHEN E NORTH 45 DEGTH 36 DEGREES REES ES 28 MINUTES 48 SECONDMINUTES 04 SECONDS S EAST. ACE OF DISTANCE OF 254.99 FEET TO THE POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING 1.00 ACRES, MORE OR LESS. l GEN AI NOTES: 1. NOTATIONS AS DEPICTED ON THIS SHEET, HAVE THE FOLLOWING MEANING: PROPOSED OR PROP ............ PROPOSED CONSTRUCTION BY OTHERS CONSTRUCT OR CONST......... PROPOSED CONSTRUCTION BY CONTRACTOR EEOP.................................... EXISTING EDGE OF PAVEMENT EOP.. ...................................EDGE OF PAVEMENT BOC.. *'**'­­**­'­­ .... ---*BACK OF CURB RCP..............:.........................REINFORCED CONCRETE PIPE H.P........................................HIGH POINT R/W........................................ RIGHT-OF-WAY CMP........................................CORRUGATED METAL PIPE MES........................................MITERED END SECTION 2. PROPOSED WATER SUPPLY: I.R.C. UTILITY 3. PROPOSED SEWER DISPOSAL' I.R.C. UTILITY 4. TRASH ENCLOSURE IS PROVIDED FOR SOLID WASTE. SEE PLAN AND DETAIL. 5. PROJECT LIES WITHIN FLOOD ZONE "X", PER FEMA FIRM MAP No. 12061 CO076 E, DATED MAY 4, 1989. 6. ALL C014STRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN STANDARDS AND SPECIFICATIONS. 7. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER INDIAN RIVER COUNTY DEPT. OF UTILITY SERVICES STANDARDS AND SPECIFICATIONS AS ADOPTED 1/97. 8. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION. 9. THIS PROJECT WILL BE COMPLETED: see construction schedule 10. PROPOSED LIGHTING FOR THIS SITE SHALL BE PLACED IN SUCH A MANOR AS NOT TO EFFECT THE SURROUNDING AREA OR CAUSE GLARE ON THE ADJACENT STREETS.. 11. PERMITS REQUIRED: - CIN OF SEBASTIAN SITE PLAN - CITY OF SEBASTIAN BUILDING - CITY OF SEBASTIAN LAND CLEARING - SJRWMD STORMWATER PERMIT - FOOT DRIVEWAY - FDOT DRAINAGE (EXEMPTION) - FDOT GENERAL USE (SIDEWALK) - IRC UTILITY - FDEP WATER - FDEP SEWER - CIN OF SEBASTIAN DRAINAGE AND POLLUTION PREVENTION PLAN -------- . 69.67' 5' - II � CONSTRUCTION NOTFL; 51.17' 35' ��•d f II I II II 1. THE PAVING CONTRACTOR SHALL REMOVE 4,000 SF (9.1X) 20% (MIN) I ALL BASE MATERIALS IN LANDSCAPE AREAS 29,375 SF (66.8X) 60% (MAX) F< AND BACKFILL WITH A SUITABLE TOP -SOIL. m Lv I I II 2. PAVEMENT CONSTRUCTION: 1 1/2" S-1 MODIFIED, OVER 6" COQUINA CONTENTS II �° I 11 II W/ 98% COMPACTION, OVER 8" STABIL. I a.'.t SUBGRADE WITH FBV 50 AND 98% COMPACTION. z II OPTIONAL: 5" THK 2500 PSI CONC. W/ 6"X6" 10 GA, °• I II W.W.F. OR FIBER REINF., OVER 8" STABILSITE PLAN I 1 SUBGRADE (FBV 50) II 3. ALL STRIPING SHALL BE REFLECTORIZED TRAFFIC 2 P G lJ- i ACRE f I! II MARKING PAINT (FDOT 710) EDGE PAVEMENT II 4. COORDINATE THE PLACEMENT OF 4" PVC DRAINS 3 �+ PGU-OVERALL II EN A HIDEWALK WITH THE DOWNSPOUT BENEATH S. 5. SIGNS SHALL BE IN ACCORDANCE WITH THE 4 PROFILE I !I Q MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. TIRE STOPS ARE NOT PROPOSED. 6" CURB AND 6" SIDEWALK 5 MISC. DETAILS SHEET la; : I II IN LIEU OF TIRE STOPS. 11 ci: I 7. THE DUMPSTER GATES MUST BE CONSTRUCTED WITH AN OPAQUE FEATURE. 6 EROSION COPNTROL & 8. UTILITIES SEWER- CONSTRUCT PRIVATE LIFT STATION AND 2" FORCE MAIN POLLUTION PREVENTION I I I Y THROUGH A PROPOSED EASEMENT TO THE IRC FORCE MAIN m LOCATED IN THE F.E.C. RAILROAD, ry MISC. UTILITY• SHEET WATER- CONSTRUCT WATER SERVICE CONNECTION TO THE EXISTING WATER MAIN IN US1. WATER METER AND BACKFLOW PREVENTOR. CONSTRUCT NEW 8 WATER DETAIL SHEET I II II 1 PVC SERVICE TO BLDG, WITH VALVE OUTSIDE BLDG WALL. ELECT 9. ELECTRIC SEWER DETAIL SHEET I I I II II a ` LIGHTING- SEE LIGHTING PLAN BY OTHERS. I I II II 10. SIDEWALK- LONGITUDINAL SLOPE SHALL NOT EXCEED 20:1 10 FDOT PLAN AND DETAILS WITHOUT A HANDRAIL CONSTRUCTED. ALTERNATIVELY, CONTRACTOR MAY SLOPE AT 12:1 FOR A MAXIMUM LENGTH OF 6' (6" VERTICAL DROP) ATTACHED LANDSCAPE PLAN WITHOUT A HANDRAIL. THIS RAMP AREA MUST BE CONSTRUCTED WITH A TACTILE SURFACE. SIDE SLOPES MUST NOT EXCEED 2% PER SURVEY la j !I II FLORIDA ACCESSABILITY CODE. 11. ALL RTSURFACE OVER O ARCHITECTURALS LENGTH. THE SURFACE SHALL BE CONSTRUCTED BY: TEXTURING A DEPTH NOT EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER WITH ANII II 6"CURB IMPRINTING SURFACE OF EITHER 1" MESH/ 0.25 WIRE CLOTH, #6 EXPANDED II fI METAL (STD). OR 31b. EXPANDED METAL GRATING. SPECIFIED 12. CONTRACTOR MAY SUBSTITUTE DRAINAGE PIPE MATERIAL HA WITH R.C.P. OR C.A.P.--ALL JOINTS MUST BE WATER TIGHT. f I1 1 1111 II 11 FOUND IRON ROD- f . Al\ II 11 & CARTER CP I FILL SWALE� • i I I 1 ------------------------ - r I I ! I -------- - - - -- - 174.42 SET IRC N 45 DEG 28' 48", E 254.99' r I + I P 17131 f< a I II II --- 0 1. 5 00 h 4 I I I f l LIGHT 6" WHITE 10" L 5•� (TIP.) 14 + 15 cl 16 17 " ( 6; WHITE ;' I I I _�_ �___- I 18 WHITED �-- 20' TEMPORARY _ 6 -10 SKIP 1 0-------- 03 ------------ -----4--------- -- , LETTERS ' I DRAINAGE EASEMENT = I /; �\, 1 1,,;; 12 _ \, ,.._ .. 1 �° I 1 D"III\r _'� <� ` I I I ' 4 --12:1 18 r Al 1 I I 7 I r_ ' 8 .4> I , 8, I g r 4 1,01D © (1) 0 E -WAY SIGN f III I I ► 11 J` �.,.• I (R5-1 ) I ( I I I " 1) D tVfT1� 6 I I i I I �__ / LIMITS OF SIGN r/ D OF I I I I n LIMITS OF --- OVERHANG C �---- i �F3.331/XIST F -CURB I I <+f -f - A _ DRAINAGE EASEMENT � OVERHANG I I 1 C1 I (V 1 I 1 $"0.64 ACN\ �1�z .PROPOSED BUILDING II I I W 3 1 30.67 11 33 a 1>1. �1 �33I�a :11 /1.00 4,000 S.F. tl' �I I 1 OLL °„ I F.F.E. 24.85 I I t -► W III III 'd' N Ih^• a I +'• .• I F I P I I I :.. I' ' 12.1 v,� � I� _�JW Q o ' o ie ,'i�i. 'i\Ji C 2:1 II A 1°:41 D I. .P / 80.00 / I ° . I I I I i , 39.00 . , ° t..' ° .. 24.00 CONST. t. ..� p 4" 8„ CID 95.37 Cq a �_ �) / .:. a.:. 20.00 SIDEWAL 41 f I I I = FOUNTAIN ,1 ' P.2:02 RETENTION POND 1 _ 2' TYP. 1 7 I I I I I III - I I I (0.59 AC) I WHITE PAINT 12" ARROW (TYP.� -\ o I: °' ► 1 I I I I 6„ �4- 00 (2) 30" STOP > f <<. Q I 1 I ( I I 8 12 SIGN (R1-1) is - OQ- wz " - ' (2) DO NOT ENTER `L f I o w _ SIGN (R5-1) _ _ _ I I ( I 20.33 0. `R 55.00 + / ` ' 0 60.00 0,"< a -- 5 0o so oN I: Ij Ir II { 6" DBL YEL . v _L x 0' I I II 'x10• :. , �-_ M¢ S 10.00 / II _5" ' UMPSTERR PADCURB \ 10.00 I = � I f 42( gr ` TTNB SIGN = 10 ------wwwwAd I I _ o I - -- ------------------------- - � q, 0 � �" /-' � T 3' VA EY GUTTER y I I I I 4" III III C O " I61%,12:1 % ' W I I I I 0 O (1) 30 STOP .4z • / Z I y O L�1 - p I LTJ I I 10 UTILITY EASEMENT o o SIGN(R1 1) -y I /301 Amb � S N 45 DEG �8' 48" E 254.99' /- F' CURB - - 150.96 -- -_ _IRC i I j i II 4 6 r,-,"'`"�'\ w n� " -a " 64.07 1 I m j 1 QcD iE o0 6 DBL YEL `� 6 WHT 20.00 I I I I I I ca {MA)ROBJECTKER SIGNS � p �M � D' CURB � 3' LLEY GUTTER � N j Q, _ RIGHT ARROW l / 1 t,� FIRE TRUCI 6 DBL I , a Q !" c (1) "KEEP RIGHT" ACCESS 0 18" )£CLOW YELLOW ,/-I 2'� 1k1 -`RE (VU1-6) �\ I I 4 oo O SIGN(R4-7) 6. WHIT 1 UTILITY EASEMEN -- I js. ��'F' CURB \ ~- I•----------6'------------------�---------------------------� A NOTE: I II II FUTU ENVELOPMENT IMPROVEMENTS �__ _ - _ (1)30- ORISTOP \ I I I 1 SH�i ARE IN NcLPT ONLY AND (R1-1) \ I ,�cc,,y� IG N ONLY \ I I I I SIE CITY R�SEWE© AND APPROVED BY . . 24" STOP s) 12:1 l AF 1_.34 North GRAPHIC SCALE ISN -DIANA RIM NATIONALSEBASTIAN BANK APPLICANT OWNER ENGINEER PROPOSED USE SITE LOCATION TAX I.D. NUMBER ZONING: LAND USE: SOIL TYPE: PROPOSED STRUCTURES: EXISTING STRUCTURES: CR 70NING DISTRICT REQUIREMENTS: MIN. LOT SIZE MIN. LOT WIDTH MIN. YARD SETBACKS: FRONT SIDES REAR MAX. BLDG. HEIGHT MAX. LOT COVERAGE BY BLDGS MIN. OPEN SPACE MAX. IMPERVIOUS AREA MAX. FAR. INDIAN RIVER NATIONAL BANK C/O P&S PROPERTIES - JERRY SWANSON 3001 OCEAN DRIVE, SUITE 202 VERO BEACH, FL 32963 (772) 234-2899 HEALTH SYSTEMS OF INDIAN RIVER INC. 1000 36TH STEEP VERO BEACH, FL 32960 SCHULKE, BITTLE & STODDARD, LLC. 1717 INDIAN RIVER BLVD. SUITE 301 VERO BEACH, FL 32960 (772)770-9622 BUSINESS AND PROFESSIONAL OFFICE (BANK) LOT 23 - TOWN OF WAUREGAN SOUTH OF USI AND WEST OF JACKSON STREET NEXT TO WALMART 30-38-21-00001-0000-00022.5 CR AND RIVERFRONT OVERLAY DISTRICT 10C ST. LUCIE, ARCHBOLD, AND SATELLITE FINE SAND BUILDINGS (1) BANK - (4,000 SF) NONE DEQ PROPOSED 10,000 SF 43,977 SF 75'' 254.99' 0' 69.67' 5' 82.02, 88.48' 10' 51.17' 35' <35' 30% (MAX) 4,000 SF (9.1X) 20% (MIN) 14,614 SF (33.2X) 80% (MAX) 29,375 SF (66.8X) 60% (MAX) (9.0%) AREA CALCULATIONS: TOTAL SITE (GROSS AREA) PROPOSED IMPERVIOUS AREAS TOTAL PROP. IMPERVIOUS AREA TOTAL DRAINAGE DESIGN IMPERVIOUS AREA 4,000 SF BUILDING 1.213 SF SIDEWALK 23.914 SF PAVEMENT 29.127 SF TOTAL IMPERVIOUS AREA PROPOSED PERVIOUS AREA OPEN SPACE PROPOSED OPEN SPACE CALCULATION OPEN SPACE REQUIRED 43,977 SF X 0.20 = OPEN SPACE PROVIDED 11.633 SF GREEN SPACE 3,182 SF PLANTERS PROPOSED 14,815 SF TOTAL OPEN SPACE PROPOSED CONSTRUCTION SCHEDULE- START CHEDULESTART MAY 2006 COMPLETE DEC. 2006 43,977 SF 1.00 AC. 100 % 29,127 SF 0.67 AC. (66.2X) 29,127 SF 0.67 AC. (66.2X) 14,815 SF 0.34 AC. (33.7%) 8,795 SF 0.20 AC. (20.0%) 14.815 SF 0.34 AC. (33.7X) O 2 m h O W a S Q� 0 o .N � �NN w Z�Ln =c9rw Ow T�N� r-Woac.��m3oW •, mw��~a�c~i�ow'> <a��wo�Qa~' t a3w��3w�7aj l _ 1 U� J o(D J a N M � v O 1_'Z Q to o@ O°0o LLLLc zo 3: CIO Q Wo QJ 0 O zj- �' Z z w w > � > co ( N r � 06 Q Fy Mcr) �Vw(D W ~ Z'' L 0) ti o > vLL L4 WDWN N W ZE 2 Zo J a Z� Z N Z �ti U ~W F_ \Ar ryz Z Ljj Q Q>m 0- C� J Q LTJ Q z E_--zO N - F z Q z PARKING CALCULATIONS REQUIRED PARKING BUSINESS OFFICE(BANK): 4.000 SF X 1 SPACE/200 SF - 20 SPACES REQUIRED CERrIRCA 1. PROVIDED PARKING � c OWLKE RE NO. 47M STANDARD 21 SPACES JODAH BITILE HANDICAP 1 SPACES i FL REG. NO. 57396 TOTAL SPACES PROVIDED 22 SPACES M ' WILLIAM ST D r FL REG 40. J 5 i NOTE: SEE SHEET 3 FOR ENTIRE o�s� DAF . SITE LIMITS OF PHASE I/SITE 1 f3 t, HET 1 I I PROJHCT NO. / \25-165/05-16�/ Q z 0m Q Z ry \ L,J _1 Q_j>Q Q m Lv Fz U O z PARKING CALCULATIONS REQUIRED PARKING BUSINESS OFFICE(BANK): 4.000 SF X 1 SPACE/200 SF - 20 SPACES REQUIRED CERrIRCA 1. PROVIDED PARKING � c OWLKE RE NO. 47M STANDARD 21 SPACES JODAH BITILE HANDICAP 1 SPACES i FL REG. NO. 57396 TOTAL SPACES PROVIDED 22 SPACES M ' WILLIAM ST D r FL REG 40. J 5 i NOTE: SEE SHEET 3 FOR ENTIRE o�s� DAF . SITE LIMITS OF PHASE I/SITE 1 f3 t, HET 1 I I PROJHCT NO. / \25-165/05-16�/ 4' 4' 5' 5 0. 28.0 28.0 24.01 22:x' 24.0 20.0 _ �_ \ 20.0 16.0 16.0 SECTION A TEMP. DITCH OUTFALL 10' I � ! pp I a'. I I 11 OFFSITE DRAINAGE EASEMENT VARIES 'LI 10 MIN.�... BANK SITE PROP. 48 ACCESS, DRAINAGE, & UTILITY EASEMENT f I JI 1 4 VARIES , t EDGE PAVEMENT 10�2 I. I I II II 28.0 28.0 � 0 24.0 24.0 ►I ---�- r- _--- - ------ 20.0 28.0 ' ,� za.o 20.0 -----------_ .--------- p II Q o� 16.0 24.0 �- 16.0.� 1 .y_ -_ ..........:.... Z .....,........... 24.0 r5 16.0 „. ................ 1 20,0 - .... .._...........-.,.rte. ..,....»..-,..... .. .. ...�...,«......., ,.........-.»....-�....»..,............�...:...,.... _.T.... I n 20.0 w a I I 4 12.0 12.0 ....»....,»._L..__...._ 1 1 Il III »�.........uuEXIST: - _.16.0 8.0fL -� , 8.0 91.1; _ 16.0 I d, I I li II SECTION D �� '° .1 I II li 4.0 - 4.0 1.. 1 6K u a - I 28.0 1 28.0 CLOPE4,I--MAk , 24.0 24.0 ----� �---------- 20.0 20.0 _. �.-/��. 16.0 2Z 51 " 16.0 SECTION B SECTION C BANK SITE US1 R/W_ i - • - 6"CURB Z,v . 10 00s: SIDEWALK 28.0 + s 28.0 �O �O EXIST. 16" 11�6i 'cP� 01 + TA 010 � } - - ti� I 1 1 I _-. _-_ `L � S`L PVC WM ._ I - - 24.0 .0----- .20.020p'� 16.0 16.4 c�FOUND IRON � r II II 1O / & CARTER CAPD ° ,�� SECTION E d,43 �o --------------------- - - - - - - - - - - - - - - - - - - - - - ----------- -a- --------------- X -------- X ---� FILL SWALE /'. / 1`L I f I I •�� o p,-------��---------- 20' TFRARY PIPE (PHASE 1) �o b ��o X}`Lo REMOVE UPON COMPLETIO ti' _ - _ - - - - - - " - = - - - - _ „�`L- - o DRAIN E EASEMENT OF PHASE II X`I� SET IRC inti' \ N 45 DEG 28 48 E 254.99 X`1 �,5 a _-� _ I I d Y TE14PORARY '23.0' 23.32 23.80 a I II i -- -- - -- ---f f-H-WTFALL / '22.0' t :.- M/23-30 23.30 /.::d./ I I I I I I :� 23.20 / 30 I / I II ! 18.5 - 21.0' LIGHT 1R 90 IL" 20.0' (TYP.) 23.56 -- 3.82 t 19.0' } K23.00 INV. f 3.00 168 LF 15" ADSI TO VEST '.L OF. 18.80 D-1 23.75 23.80 D-2 / I I40I ! PAFNT PARCEL - 20' POS--- ----= --17.0'-----------------� i DRAINAGE EASEMENT ,�c y� t iI 23.70 _ 24.25 10 23.50 r---------- --120'--------------1 24.70 70 /�- ! Q p Ir 6" I I I I I / LIMITS OF / / ND OF OVERHANG f O 1 ^ LIMITS OF I / ` XISTF-URB O?> +" I I I DRAINAGE EASEMENT I I I OVERHANG 1 1 j !j I W z � LLJ I I I 4 1 1 X I1 3 ;Ip60 �24.20 8 0.64 AC o -'--� �'x ' Q>- 3 - 1I1 1 I I III II I Ii 23.50 5a 23.90 PROPOSED BUILDING HP a205� 24.55 S.F.25 80t L- t 4 .� ,�i �a_�i4•� �A//// ///1r/- //- /////�_ t•R.V-. ICE -1�:1 D-3 \ \\\ 1 �� '- Li�-1I. l' I < • -24.ao ' k �11� _ V�O °' s�I' F.F.E. 24.85 2-�2y _ - o 2 12:1 d to CONST. 7 o SIDEWALK 4" coAl 23.90 % D 1 1 scH 40 Pvc -S-C.O. INVWATER� IFOUNTAIN (0.59 AC) C. 11 PON 12" . 23.74 T. d -------------- M s. 1 12.23.50/c30z80 48 LF 15qbS 23.00 23.00NV" p, ----------- iy- 3 17.50 0-2 w- C�154 LF 15ADS I 25.65f23.66 2-. - - - - - - - - 17.0 -- - - - - - - - - - - - - - - - - - 23.8`\ bXN II I Ii 'I I1IIII ! I 1 I II I I I I i I I Ii Lu i I I I ° z 23.60 23.74 \v v 10'x10' 23 20.0 M¢ 5- 19.0' )UMPSTER APD . a � � /• , I I I / I 23.49 v - � 21.0 i 24.15 24.43 1 WATER SERVICE I 1 1 1 I n"22.0' ILL. 23.88� �-24.00 23.60 \ W/ 3/4" METER l \ \ S-20 4„ SS0A 1 1 0 s-1 00 24.15 / ^O I y 1 I I I 12:1 I " i .. + - 10' UT1LlTY�SE ENT INrs � Xf' -Nv- ` -M r .s- Nvs I © � � '` z I f LOU, _ _ _ _ .3 LF/8 PVC 6 I I 11 z F 6 - - -- -- -- -- i N45DEG28'48"E 254.99- 4000D 40006 _ - II D-8 171 LF 15" ADS " - - 208 LF 8' _ ( -- D-6 SET IRC COVNNE Xis o ( � !I . 1 CONNE � T EXIST. � � 4 6 23.37 �\ 23.23 CONST. 25.10 'I 16 ' PV W. + I / PVC SEWER I �z FHA I CONST. 16" 8" m I viii p 5„ - _ I ,+ ®0.40% ., ( 23.61 rn�I I TAPPIN SL= EVE o I J I ! I- ` o w. 0.30% Q 23.42 25.90 I 1 AND e�' M V o Q o l �2 25� Hp 1 I 25.721 I I I III Z \ �Z:(5 Jz �3 V a�� 23.61 I If' lI I I I I a ss 23.37 23.10 25.10 1 I 1 11 .T d I II I I 1 ui ITl' EASEM - - L------ -- 6 ------------------ ------- -------------------'1 \ - l II - - �I 1 JI ! I FUTU� E ELOPMENT IMPROVEMENTS \ � 1 ' SHOW ARE IN �ZGu utpt ONLY ANS SEWER I ,MUST- BE RE1r/fEWEU AND APPROVED BY .34% -THE CITY SEBASTIAN. \ t� TC SCA 12:14 v I 20 0 1 40 � I II n .I I I I ► I North NOTE: SEE SHEET 3 FOR SEWER PLAN AND ENTIRE SITE LIMITS �- N 1 inch = 20 ft. j � ,� � 25.SOf I � I I OF PHASE I/SITE I. z DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS DESCRIPTION D-1 23.00 19.45 SE; SW / TYPE "C" INLET D-2 23.00 19.90 NE TYPE "C" INLET �>a Z U D-3 23.00 19.60 NE TYPE "C" INLET D-4 23.00 19.20 NE; SW TYPE "C" INLET D-5 22.00 18.75 NE TYPE "C" INLET -OUTFALL STRUCTURE D-6 23.10 18.85 NE; SE VALLEY CURB INLET D-7 23.10 19.00 NW VALLEY CURB INLET D-8 23.10 18.45 NW; SW VALLEY CURB INLET 4' 4' 5' 5 0. 28.0 28.0 24.01 22:x' 24.0 20.0 _ �_ \ 20.0 16.0 16.0 SECTION A TEMP. DITCH OUTFALL 10' I � ! pp I a'. I I 11 OFFSITE DRAINAGE EASEMENT VARIES 'LI 10 MIN.�... BANK SITE PROP. 48 ACCESS, DRAINAGE, & UTILITY EASEMENT f I JI 1 4 VARIES , t EDGE PAVEMENT 10�2 I. I I II II 28.0 28.0 � 0 24.0 24.0 ►I ---�- r- _--- - ------ 20.0 28.0 ' ,� za.o 20.0 -----------_ .--------- p II Q o� 16.0 24.0 �- 16.0.� 1 .y_ -_ ..........:.... Z .....,........... 24.0 r5 16.0 „. ................ 1 20,0 - .... .._...........-.,.rte. ..,....»..-,..... .. .. ...�...,«......., ,.........-.»....-�....»..,............�...:...,.... _.T.... I n 20.0 w a I I 4 12.0 12.0 ....»....,»._L..__...._ 1 1 Il III »�.........uuEXIST: - _.16.0 8.0fL -� , 8.0 91.1; _ 16.0 I d, I I li II SECTION D �� '° .1 I II li 4.0 - 4.0 1.. 1 6K u a - I 28.0 1 28.0 CLOPE4,I--MAk , 24.0 24.0 ----� �---------- 20.0 20.0 _. �.-/��. 16.0 2Z 51 " 16.0 SECTION B SECTION C BANK SITE US1 R/W_ i - • - 6"CURB Z,v . 10 00s: SIDEWALK 28.0 + s 28.0 �O �O EXIST. 16" 11�6i 'cP� 01 + TA 010 � } - - ti� I 1 1 I _-. _-_ `L � S`L PVC WM ._ I - - 24.0 .0----- .20.020p'� 16.0 16.4 c�FOUND IRON � r II II 1O / & CARTER CAPD ° ,�� SECTION E d,43 �o --------------------- - - - - - - - - - - - - - - - - - - - - - ----------- -a- --------------- X -------- X ---� FILL SWALE /'. / 1`L I f I I •�� o p,-------��---------- 20' TFRARY PIPE (PHASE 1) �o b ��o X}`Lo REMOVE UPON COMPLETIO ti' _ - _ - - - - - - " - = - - - - _ „�`L- - o DRAIN E EASEMENT OF PHASE II X`I� SET IRC inti' \ N 45 DEG 28 48 E 254.99 X`1 �,5 a _-� _ I I d Y TE14PORARY '23.0' 23.32 23.80 a I II i -- -- - -- ---f f-H-WTFALL / '22.0' t :.- M/23-30 23.30 /.::d./ I I I I I I :� 23.20 / 30 I / I II ! 18.5 - 21.0' LIGHT 1R 90 IL" 20.0' (TYP.) 23.56 -- 3.82 t 19.0' } K23.00 INV. f 3.00 168 LF 15" ADSI TO VEST '.L OF. 18.80 D-1 23.75 23.80 D-2 / I I40I ! PAFNT PARCEL - 20' POS--- ----= --17.0'-----------------� i DRAINAGE EASEMENT ,�c y� t iI 23.70 _ 24.25 10 23.50 r---------- --120'--------------1 24.70 70 /�- ! Q p Ir 6" I I I I I / LIMITS OF / / ND OF OVERHANG f O 1 ^ LIMITS OF I / ` XISTF-URB O?> +" I I I DRAINAGE EASEMENT I I I OVERHANG 1 1 j !j I W z � LLJ I I I 4 1 1 X I1 3 ;Ip60 �24.20 8 0.64 AC o -'--� �'x ' Q>- 3 - 1I1 1 I I III II I Ii 23.50 5a 23.90 PROPOSED BUILDING HP a205� 24.55 S.F.25 80t L- t 4 .� ,�i �a_�i4•� �A//// ///1r/- //- /////�_ t•R.V-. ICE -1�:1 D-3 \ \\\ 1 �� '- Li�-1I. l' I < • -24.ao ' k �11� _ V�O °' s�I' F.F.E. 24.85 2-�2y _ - o 2 12:1 d to CONST. 7 o SIDEWALK 4" coAl 23.90 % D 1 1 scH 40 Pvc -S-C.O. INVWATER� IFOUNTAIN (0.59 AC) C. 11 PON 12" . 23.74 T. d -------------- M s. 1 12.23.50/c30z80 48 LF 15qbS 23.00 23.00NV" p, ----------- iy- 3 17.50 0-2 w- C�154 LF 15ADS I 25.65f23.66 2-. - - - - - - - - 17.0 -- - - - - - - - - - - - - - - - - - 23.8`\ bXN II I Ii 'I I1IIII ! I 1 I II I I I I i I I Ii Lu i I I I ° z 23.60 23.74 \v v 10'x10' 23 20.0 M¢ 5- 19.0' )UMPSTER APD . a � � /• , I I I / I 23.49 v - � 21.0 i 24.15 24.43 1 WATER SERVICE I 1 1 1 I n"22.0' ILL. 23.88� �-24.00 23.60 \ W/ 3/4" METER l \ \ S-20 4„ SS0A 1 1 0 s-1 00 24.15 / ^O I y 1 I I I 12:1 I " i .. + - 10' UT1LlTY�SE ENT INrs � Xf' -Nv- ` -M r .s- Nvs I © � � '` z I f LOU, _ _ _ _ .3 LF/8 PVC 6 I I 11 z F 6 - - -- -- -- -- i N45DEG28'48"E 254.99- 4000D 40006 _ - II D-8 171 LF 15" ADS " - - 208 LF 8' _ ( -- D-6 SET IRC COVNNE Xis o ( � !I . 1 CONNE � T EXIST. � � 4 6 23.37 �\ 23.23 CONST. 25.10 'I 16 ' PV W. + I / PVC SEWER I �z FHA I CONST. 16" 8" m I viii p 5„ - _ I ,+ ®0.40% ., ( 23.61 rn�I I TAPPIN SL= EVE o I J I ! I- ` o w. 0.30% Q 23.42 25.90 I 1 AND e�' M V o Q o l �2 25� Hp 1 I 25.721 I I I III Z \ �Z:(5 Jz �3 V a�� 23.61 I If' lI I I I I a ss 23.37 23.10 25.10 1 I 1 11 .T d I II I I 1 ui ITl' EASEM - - L------ -- 6 ------------------ ------- -------------------'1 \ - l II - - �I 1 JI ! I FUTU� E ELOPMENT IMPROVEMENTS \ � 1 ' SHOW ARE IN �ZGu utpt ONLY ANS SEWER I ,MUST- BE RE1r/fEWEU AND APPROVED BY .34% -THE CITY SEBASTIAN. \ t� TC SCA 12:14 v I 20 0 1 40 � I II n .I I I I ► I North NOTE: SEE SHEET 3 FOR SEWER PLAN AND ENTIRE SITE LIMITS �- N 1 inch = 20 ft. j � ,� � 25.SOf I � I I OF PHASE I/SITE I. to to t0 _ Vj N N ,j 3 ►= 3 SII \ W W z� 000=moo w w v = ZONY'(~i 1-Qw�jo �WWQUpm3K(� _ �w��oa��iow a�aw�ZWvz¢�Qa��n zaF�0000�ma5 a4Kw�'w0gzw�Q� d /0 \a33w�y3w�avr i� CU --�o c1-- c J N M Q� Q Q � Z �. LL O (00c) Oa Q Z o U � Q W o Q .� O �..m< Z w W Z Z ,W U)�F >m CC'R r� 0 Ma o FW-- to- w ~ _I �D LL- C14 W0>ti zamLL CK U W W N .. w >N ; W � J Z zN _ � I• ti U tiW �- v Ld Y ry w z Q > m z Q I Q z EO z Q n z z Y <t z zo Q Q z m ~-�Lu-1 Q �>a Z U O (/} 0 Q M z 0 0 U W 4 W Q � to to t0 _ Vj N N ,j 3 ►= 3 SII \ W W z� 000=moo w w v = ZONY'(~i 1-Qw�jo �WWQUpm3K(� _ �w��oa��iow a�aw�ZWvz¢�Qa��n zaF�0000�ma5 a4Kw�'w0gzw�Q� d /0 \a33w�y3w�avr i� CU --�o c1-- c J N M Q� Q Q � Z �. LL O (00c) Oa Q Z o U � Q W o Q .� O �..m< Z w W Z Z ,W U)�F >m CC'R r� 0 Ma o FW-- to- w ~ _I �D LL- C14 W0>ti zamLL CK U W W N .. w >N ; W � J Z zN _ � I• ti U tiW �- v Ld Y ry w z Q > m z Q I Q z EO z Q n z CERIFICA J. W. SCHULKE G. NO. 47048 / JODA B. BITTLE FL. R 57 ''S ❑WIW ARD FL. R . NU 6 I5 DATE: S 'EET 2 P ECT NO. `5-165/05-16�/ z Y <t z zo Q Q z m ~-�Lu-1 Q �>a mQFyz LL.I U O (/} 0 Q M z CERIFICA J. W. SCHULKE G. NO. 47048 / JODA B. BITTLE FL. R 57 ''S ❑WIW ARD FL. R . NU 6 I5 DATE: S 'EET 2 P ECT NO. `5-165/05-16�/ \ to toto \ DRAINAGE DATA�sSS O � PHASE I - POST DEVELOPMENT FOR SJR PERMIT AND CITY PHASE II -POST DEVELOPMENT FOR SJR PERMIT. PHASE 11 {'.'{ I { N M OF SEBASTIAN APPROVAL. ` REQUIRES REVIEW AND APPRI VAL SUMMARY OF PROJECT AREAS: SUMMARY OF PROJECT AREAS: BY CITY OF SEBASTIAN. { & \ PROPOSED USE SITE I (PHASE 1)* BUSINESS AND PROFESSIONAL G : � I z bFFICE (BANK 2.20 AC.) PEAK STAGES { < \� I ; SITE I & SITE II (PHASE II ** FUTURE PROFESSIONAL OFFICE_ SITE AREA GROSS AREA 387,684 S.F. 8.90 ACRES SIT AREA GROSS AREA 387 684 S.F. 8.90 AC. { J N \� % � } (6.32 AC.) - . j \\ \ BUSINESS AND PROFESSIONAL OFFICE CONSERVATION EASEMENT 16,731 S.F. 0.38 ACRES CONSERVATION EASEMENT 16,731 S.F. -0.38 AC. STORM EVENTS �.{ i 1 { < �CID � ` AND FURTURE PROFESSIONAL OFFICES (8.52 AC.) SITE II (UNDEVELOPED) 275,075 S.F: 6.32 ACRES SITE 1 95,878 S.F. 2.20 AC. N SITE I (DEVELOPED) 95,878 S.F. 2.20 ACRES SITE 11 275,075 S.F. 6.32 AC. 2.5 YEAR 10 YEAR 25 YEAR 100 YEAR DESCRIPTION �\ TOTAL DRAINAGE AREA (SITE 1) 195,878 S.F. 2.20 ACRESi TOTAL DRAINAGE AREA i 370,953 S.F. 8.52 AC. {PHASE I 19.93 20.57 21.04 21.34 SITE I W/ SITE II �� it \ SITE LOCATION LOT 23 -TOWN OF WAUREGgN UNDEVELOPED { -� �x S cn \\ - - - SITE I & SITE it ; { { ° W \ SOUTH OF US1 AND WEST OF JACKSON STREET POST DEVELOPMENT AREAS - POST DEVELOP E T R PHASE II 21.87 22.80 22.96 24.05 { o: NEXT TO WALMART M N A EAS \ BOTH DEVELOPED { � � x� a w ON-SITE AREAS SITE I ON-SITE AREAS SITE I SITE 11 TOTAL %I:.� o 0- POINT OF {, . { w TAX I.D. NUMBER 30-38-21-00001-0000-00022.5 DRAINAGE AREA 95,878 S.F. 2.20 ACRES 100.0% DRAINAGE AREA 95,878 S.F. 2.20 AC. 275,075 S.F. 6.32 AC. 370,953 S.F. 8.52 AC. 100.y� J N vWi BUILDING 4,000 S.F. 0.09 ACRES 4.2% BUILDING 4,000 S.F. 0.09 AC. 40,000 S.F. 0.92 AC. 44,000 S.F. 1.01 AC. 11,9% COMMENCEMENT {.•? J ti { w w CONC. DRIVES/ PADS 1,285 S.F. 0.03 ACRES 1.3% CONC. DRIVES/ PADS 1,285 S.F. 0,03 AC. 10,000 S.F. 0.23 AC. 11,285 S.F. 0.26 AC. 3,0% NE CORNER LOT 22 LYING *.,{ \ or ZONING: CR AND RNERFRONT OVERLAY DISTRICT ROADWAYS 33,090 S.F. 0.76 AC. 156,474 S.F. 3.59 AC. 189,564 S.F. 4.35 AC. 51,1% WEST OF US HIGHWAY # 1{s J { { ROADWAYS 33,090 S.F. 0.76 ACRES 34.5%It STABILIZED AREAS 0.0 S.F. 0.0 ACRES 0.0% STABILIZED AREAS 0.0 S.F. .00 AC. 0.0 S.F. 00 AC. 0.0 S.F. .00 AC. 0.0% SITE I - 2.20 AC FOUND 3/4" IRON {' { J N LAND USE: 10C TOTAL IMPERVIOUS 38,375 S.F. 0.88 ACRES 40.0% TOTAL IMPERVIOUS 38,375 S.F. 0.88 AC. 206,474 S.F. 4.74 AC. 244,849 S.F. 5.62 AC. 66,0% / PIPE NO CAP { J SOIL TYPE: ST. LUCIE, ARCHBOLD, AND SATELLITE WET STORM DETENTION AREA 16,560 S.F. 0.38 ACRES 17.3% WCT STORM DETENTION AREA 16,560 S.F. 0.38 AC. 18,076 S.F. 0.41 AC. 34,636 S.F. 0.80 AC. 9.3% g• � GRAPHIC SCALE 0 CONTROL ELEVATIONTOTAL 0 CONTROL ELEVATION PERVIOUS FOR BASIN AREA 40943 S.F. 0.94 ACRES 42.7% TOTAL PERVIOUS FOR BASiN AREA 40,943 S.F. 0.94 AC. 50,525 S.F. 1.16 AC. 91,468 S.F. 2.10 AC. 24.7% 40 0 20 40 so ISO FLOOD ZONE: PROJECT LIES WITHIN FLOOD ZONE "X", PER FEMA EDGE PAVEMENT(o b i FIRM MAP No. 12061CO076 E AND, SITE II - 6.32 AC I �' N = N No. 12061CO013 E, DATED MAY 4, 1989. - POST -DEVELOPMENT AREAS *NOTE: SITE II DESIGN HAS NOT BEEN FINALIZED. THESE ARE ASSUMED AREAS \ i I a�{ o ON-SITE AREAS SITE 11 { IN FEET) PROPOSED STRUCTURES: j3UILDINGS 0. 1 A I o a ,� { ti0�o � � � U 1 inch = 40 ft PHASE I: (1) BANK - (4,000 SF)* DRAINAGE AREA 275,075 S.F. 6.32 ACRES 100.0% PHASE II: (1) FUTURE MEDICAL/PROFESSIONAL {.'{ I � W = v Q OFFICES -67,000 SFt (MULTI -FAMILTY)** PERVIOUS AREA 275,075 S.F. 0.0 ACRES 100.0% J { 0 0 0 o {�1 * PHASE I: FOR SJR PERMIT AND CITY OF SEBASTIAN APPROVAL. IMPERVIOUS AREA 0.0 S.F.. 00 ACRES 0.0% ** PHASE II: FOR SJR PERMIT. REQUIRES REVIEW AND APPROVAL BY CITY OF SEBASTIAN. SITL � I �6 PHASE I(2.20 AC=���Wo�ax�l o,+= 6 CURB 00���^y� SEE SECTION A SHEET 2 w O Z Q x 0 DITCH {PHASE I) �0 /) BEN � �s03 mxWwpWxx�l..K WEXIST. 16- ti + CONST. SILT FENCE SITE II) Oy _ - Wa-/`L�' x x DITCH MUST BE EXCAVATED CONST. SILT FENCE SITE I II `o -, °' 3'STABILIIZED, AND SODDED SEDIMENTATION CON OL �' tixFILL UPON COMPL ON x ti PRIOR TO ANY DEWATERING ACTMTIES D BARRIER AT PERIMETER. ( ti- °bs 8 r a 3 3 w o y 3 w a a o _ PHA,SE I: CONSTRUCT DiTCH RETENTION OF PHASE 11 ,� SEDIMENTATION CONTROL y� v j' PVC WM o- CONTRO STRUCTURE (76 LF ADS) �ti FENCE MUST BE INSTALLED TEMP EROSION CONTROL: TEMP 8";PVC OUTFALL-, PIPE (PHASE !) BARRIER AT PERIMETER.` xti o� 0 0 x x �� BY HAND PRIOR TO CONSTRUCTION. HAY BALES (TYPICAL} W/SKIMMER (90' FITTING REMOVE UPON COMPLETION FENCE MUST BE INSTALLED titi o, xtio 5' DRAINAGE EASEMENT 1`•' ,I. `c LINE 4E SEPARATION FOR tib C�. TURNED DOWN) 1� OF PHASE 1! � BY HAND PRIOR TO CONSTRUCTION. 0,1 i' `L 1 PERMANENT OUTFALL LOCATION x1' xc' x x ♦ , O o e� o - - titi' o g� a 06 �ti & C IRON ROD V `L '` _ ON -ROD _ - - - --13UiLDiNG IaRKING x xti �� a, �ti �^ o �. & CA TER CAP I Z xx �OUCAPu.7at -SAS CONVERT D-5 TO A MANHO ......_ _ �; nj • - - - - i �I --- ----��------- -- -- --- ---- °B�'- x / x x \ oo� \ �- x`I0NOL`S URy.E� AUS \� \\ N§TRI) TEb IN PHASE I ' NPLK \\ I r ? e OS S1. VA �Ot� EPI IEI u IN 1 � I 0 Pl4 t \I. o I � - o x� x xry 20' TEMPORARY tIIV-------- moo.---------- y----------�'y�� FILL O .+.;' `� I 0� .�+ :: a xI,�--.[� SET RC ti 8. " ti ' p N . , 254'9 ti t4i CD .80 � ti �.- J / Y / 233 173;1 N 4 �lOEG 2 48 E .° { vi /1TE` r a,. / / _ r 1 f\ / ,/ / 22.0�� / r A: 21,9. O 3 �8d 20,C / 1 M PA/ r .b8 L/F. .0 AADS/ Q- I2r3.75� J0� 11�° Ii N � �`-2 23:00 i h°' �2p �. \ � � ` ` , ` _T - , • ` ,/, , 3.5 � � #`l, � _l �p'� 150 L.F. 30 DS \ 1 LF. 3Q ADS \ 121 L• -,F. '3c ADS \ .1• \ \ \\ , r 1 oaf" 24.70 {.. { o I J O U. c \ \t PHASE 11 \ PHASE (I) PHASE'( \ \ 6 7 - - \ / • DRAT GE EASt . W o20 O64 2 0• Q o W - \ ____F-CURBI 4.5 K 5 \ ,.. �✓ �.. P POE BU� L IN HP 4.5 , , I iJ O Z o TEMP I ''�: z w - S /' R NI1 N E?�D%! f/� ., . \ �'0pr 4.Oo �` ' �- i J "' Z i i J S� F.F.E. 4.85 4 Q Z z W 0 DS APA D Y \ \ rni.;� Y. S R � co 6RD1NANC 85 1 \ `., o\ \ \ z \ \ „ ( i , /...: / / / 25. aha ,�� li I "' CL ¢ r rn �17`�'i. r a' /%//////�// /� /// // ` ` . ;:. C NST..• j - O O • �„ \ \ �__�_� -. _ FO N1 S1 ALK Q� 117 J F N 4 O_` \ �. ,�\��F i I �2" J / I 4 i 23 90 74/ ' WATER ER .p�/C . , o vi �f =� �I I Z W O goF F- J•(�;. E i xc1q Co C14 47. \ 1 x 10 ,/23.68 ONST. $1 T r; p�CE(SITE 11 L t� r' \ L/- / i� P r' i : 1 S / / 5.6 t EDIMENT�Mil Ibc iROL trz P ftYl~!G 'D 6 I \ I\\ \\ \ \ \ \ `� / 1 - -/� 4�4 s„ Fw X3.60 3 4 J , 'D- 23.2 EARRIERI'AT P (METER. 5', E 1 W SERVICE/ _ W- J I \ \ iCO�bST'L�1LT FENC �' t. �\ 19.0 / /� / �+'C s FENt E II�ST 8 INSTALLED Z LLa .) / C4f.0 a. r' H► 3/4 METER. y v m DIMENTTION CONTROL �t, BY SIA PRIO TO CONSTRUCTI M O _ ti \ \. ARRd1r�R 4T PERIMl�R`'' `? r� i r / / `3.6 23•a 4.00 �23� 9 I �� J W Z FENCE MQST,�.BEANSTAL D x°' S-3. , �- c' r /ti y�g� 1/40 - // i I II W LL! (V �� \ $ \ \ \ BY, -KA D `PRIG T ON- UC ON: " - ����/ 4 i /` / 2 5 , % ti'' y 2 I i z w - N Fr�, \ \ \ 4 \ �I 6" a N� .4 K. jog �. x �y 8 f iI JJ " LjL rn � 6 i W /t 1 S ' AADS N?F5 4tr . O Z O 30 ADS °� 4 \s" 193PFi .Sl� \DS 08 �L'F �`':�p=`g \ 3.37 �2-S.61 f �, a CONS , IRC o{ Q o Cj a t� AS"j Q-12 . \� / 5 Z tV , \x \ � ., \ r-�- \ I t�l -~� � 4o.a� �\. �'` / �` ,." ,/ -••� : � 1 /2- o iI o � -1.. ` 'FENCE SITE I % f 23:37 y / 5 0 °' 11 NII m MLT ti 8 \ 23.1 25.1 , { ; ..1.. SITE 11(6.32 A C �. -\\ �\ I SEDIiTATiON `C�1T40 I f ;/ fiP o I r Q '3 S U :\ \ \ \� P .0. BAR�1ER AT PSR{NITR; �- �.- A SU M E 4.74 , ,C �, °\ �, \\ \ \, , \ -�,.\. \�\ I �\`ENCI=AMU11�_TAL �\ D PR! R TO Cot' TR�CTIO \ V - t ` I( COINNECT TO EXIST. j \ ..� \ \ < 0 LF. 8 \ \ \ \ \ I i 16 PVC W.M. „ 5 IMPERVIOUS AP °� �,- \\ t, �wtrc �'R`� �, I, J J CONST. 16"X 8 \ \ w �, ACS,E . ` NAGE> \ \ { \ \\ Ir TAPPINQ SLEEVE P A E-� E L = VA TI N- t4\2 3 \ a ca,. --- \ \ 1 tL ♦3 MENTA SED( ENTIL OAC NTt OL /I 1 '1 I II AND 8 MJGV .�� \�. \ ► \ i a fit\\ ASI p . \. \ , r� i i 11 C n _ " ` ao� - \\ \ �` I \ BAR IER AT\PERhMO �! \ o I b \ ® - \ NOF MUST' INSAL@ 5.8:f Ii ' 4t -� \ \' \ \ \ o�� \ HAN P I \ 4 4 _ PV S l � \ \ p OR TO CON: UCTI 6 iI ti \ �\ \\ I I \ \ r J = o N d X\x K'g- \ \ \ \ \ \ \ ®�\ \. R - . 6 S� TO,TA i it Q EXI 1 F �. \ \ \ \ \ \ { " o y l � , I \, , ,. � \, \� �®2 ,.. "'� \ I � \ I :. EXIST. _ 1 s iI JJ � D 7 PHS II NSTRl6CT10N �I� �I L \ H PVC A ,tea' `.\ `• EWATER G 1 0 \ NTIO �ON\ 1� "BLo \ \ d>11 I\ \ `� \� \ Il iJ W o XIS 0 \ \®1 � ` �` \ 24 8' \ . " \ \ - P G 'GADED D. =\2 4 NST. �M`�LT FENCE(SITE II > r v \, \ �\ ` VC�SEW C3 \ EDIMENTATION CONTROL ) y� {JG ����• \ _ \ o \ y g �\ AT PERIMETER. CONST. SI Nd SITE II) LO EF AN > g-6 `-� \ - - \ _ 1.7" E1 `\ Q 3�% . \ _ \ \ : I NCE MUST BE INSTALLED SEDIMENTATfON C ROL T oIN x� - 1 , - - - -\� s �= =A �- -- -=' �, \ .` �, y `' \, h \ \ ti Y HAND PRIOR TO CONSTRUCTION T PERI R. - Vii, \ '� (\ t °d - 1 a '� �� ti ti� \ CRE�E °� BARRIER A 'fir ,. y I ;... r \ \ \ 1' x^3 ti II i FENCE MUST BE TALLED - - - - - _ _ _ - x .-. - -' - _ - - - - _ MO U N &5.07 Cl�P 0 BY HAND PRIOR T ONSTRUC N - \ x 1vaA lYAI 1Vll x lYa1 lY 1Wl lYa1 lYN1 lYM 1Vak 1 IYAI FOUND IRW ROD 1 =___ --- -------------------- _-- -__..- -_._- -- .......-- -._ -- _ _.. - a Iva Ivan / lvu !vt lvaA 1�, lea �.v� y � d. ---------- --------------------------- - - ---- "----------- --� =--- -�-- --- -�.-_--_-_--_-_-_-x�-- - - x EXIST. 16'x '^ EXIST. 10 DIP /^� i '� . - --'-" - ,. & CARTER C P 0.11N J / CONST. MANHOLE EXIST. 10" ^, EXIST 10" - - - - - - - - - - - - - - _ _ = = = g�� EXIST. 10"� BUTTERFLY VA E FOUND 4X4 WNCRETE SANITARY STUB XQU�T REMOVE EXIST. PLUG PVC WM - `� - _ - - `� S " " / DRAINAGE STRUCTURE SCHEDULE ti°' PVC WM _ _- Pv_c WM 1� 0 16x o TEE,/ it MONUMENT & 5075 CAP / do CONN .CT EXIST / ° 10" JGV I I 0.33S, 0.32 V j i 10" DIP SEWER " - 10 MJGV & CONST. SILT FENCEEDIMENTATION NN((TTSITE II) - - EXIST. 16 �"�' TO MAJJFIOLE AT INVERT ELEVATIONS TEMPORARY 2" WATER SERVICE BARRIER AT PERiMEFER.Lcr�urtsia, I I EXIS 12"X4" x SEWER M.H. INV•=10.51 SE STRUCTURE TOP 0 45' BEND TAPPI SLEEVE NUMBER ELEV NORTHWEST SOUTHEAST SOUTHWEST NORTHEAST DESCRIPTION BENCH MARK FENCE MUST BE INSTALLED 0 W/ T� : PING VALVE EXIST. LIFT „ „ No.2 BY HAND PRIOR TO CONSTRUCTION. tip. I I +J k3 Z D-1 23.00 19.40 19.40 TYPE C INLET x i, 'I z �[ AND 4" "REDUCER STATION J J Ii Q Z D-2 23.00 19.75 TYPE "C" INLET WALMART �k � ti`s 8 EXISTS.S. D-3 23.00 19.40 TYPE "C" INLET ` `� o� J I JJ Q m D D-4 23.00 19.20 19.20 TYPE "C" INLET .r. { �y°`�`' i II F- Z " PHASE I PHASE 11 k� \ J Ii W J EXIST. to -PHASE I PVC WM D-5 21.03 18.65 TYPE "C" INLET CONVERT TO i _j OUTFALL STRUCTURE MANHOLE f .. x10 II II m Q Fy z Of D-6 23.10 18.80 18.80 VALLEY CURB INLET SEWER` STRUCTURE SCHEDULE EDGE PAVEMENT .3i I I�o ill W U 0 {� x 0 �_ D-7 23.10 19.00 VALLEY CURB INLET INVERT ELEVATIdNS { J I i W Q STRUCTURE TOP �:: Ii Ji � Z D-8 23.10 17.60 17.60 18.45 VALLEY CURB INLET NUMBER ELEV DESCRIPTION TYPE "C" INLET -OUTFALL STRUCTURE S-1 24.00 16.42 N; 16.37 SW SAN. SEWER MANHOLE 110+57.84 x`>�'� xti� I ( iI� 2'CURB D-9 22.70 19.00 -PHASE it {` - ✓' S-2 23.50 15.63 NE; 15.53 SE SAN. SEWER MANHOLE 108+45.82 EXIST. 12" FM D-11 23.00 18.50 TYPE "C" INLET S-3 24.00 14.95 NW; 14.85 SW SAN. SEWER MANHOLE 106+71.97 D-12 23.00 17.50 17.50 17.50 DRAINAGE MANHOLE S-4 24.00 16.83 NW; 13.95 NE; 13.90 SW SAN. SEWER MANHOLE 104+3.57o J 6"CURB I A D-13 23.00 18.10 18.10 I TYPE "C" INLET S-5 23.50 17.30 SE SAN. SEWER MANHOLE 104+3.23, 121.4' LT ��'<� J A JOSEPH W. SCHULKE REG. NO. 47048 / Z D-14 23.00 17.30 17.30 TYPE "C" INLET S-6 24.00 12.80 NE; 10.31 SE SAN. SEWER MANHOLE 100+75.82 {'... i { ❑ D e: EITiME D-15 23.00 17.20 17.20 TYPE "C" INLET -PHASE 1 1 { I fL `R . N0. 57396 =: D-16 23.00 17.10 17.10 TYPE "C" INLET � � ,�ti C 4 wlw 5 D FL R N• t• 5 6 D-17 23.00 18.50 TYPE "C" INLET {?{ x`I (:: i DATE: D-18 23.00 17.00 18.20 17.00 TYPE "C" INLET {:.{ Sf •EE D-19 23.00 17.40 17.40 18.10 DRAINAGE MANHOLE { ::{ i { 3 d D-20 23.00 18.20 TYPE "C' INLET lid . 1 � �{ i U 05P 1'66/05- T NO 67 N" rA - -- ------ - - - ♦-- -- \-"D \-.... 1. ._........ ...1 \-. ..v ..„ . .....-, -/ r...., v......� > �o SEBASTIAN N m=m MEDICAL/INDIAN CA `� "' �'RIVER Iz \ NATIONAL BANK PROFILE Z OO ZZ" -I O m r- < D-�� r O D_ r�Z X00 D—m D 10 OtnS m O O to Z to O Z = Z 0 r -0 O Z�0 F m O p. O O 0 +11 o wOD � w z m j 1 r ;n co P. � Z I Di W 5 { I OD If I CR MGI E BREAK INEUNEI STA. 106=71.91 1 � o I o I j � O 1 N r c. ci ® c, �u0 i v m ® 0 N CAO O m m ;u c G 4 +11 o wOD � w z m j 1 r ;n co P. � Z I Di W 5 { I OD If I CR MGI E BREAK INEUNEI STA. 106=71.91 1 � o I o I j � O 1 N r } � f I f 1 +11 o wOD � w z m j 1 r ;n co P. � Z I Di W 5 { I OD If I CR MGI E BREAK INEUNEI STA. 106=71.91 1 � o I o I j � O 1 N r } i +11 o wOD � w z m j 1 r ;n co P. � Z I Di W 5 { I OD If I CR MGI E BREAK INEUNEI STA. 106=71.91 1 � o I o I j � O 1 N N 00 S-8, STA 1 )0+75.82 TOP1 = 24.CD I S 5 STA. 104+3.23. 121.4' LT TOP = 2 .50 S 4 STA. 104+3.57 TOP = 2 .00 i 1 i d E s S-3 SIA. '06+71.97 ' TOP - 24.00 SCHULKE BITTLE & STODDARD, L.L.C. 'THEDRAWINGS ARE THE DR-TGNG05-165 MARK PROPERTY OF THE ENGINEER. ' WHETHER THE PROJECT FOR DES/GNED J.W.S. WHICH THEY ARE MADE IS EXECUTED OR NOT. COPY OR DRAWN J.T.H. CIVIL & STRUCTURAL ENGINEERING - LAND PLANNING • EWIRONMENTAL PERMITTING USE FOR OTHER PROJECTS IS PERMITTED ONLY BY CERTIFICATION OF AUTHORIZATION NO.: 00008668 WRITTEN CONTRACT WITH THE CHECKED J.W.S. ENGINEER. UNAUTHORIZED 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 USE WILL BE PROSECUTED SCALE 1-=20' PURSUANT TO THE DATE 11�2�05 CO TEL 772 / 770-9622 FAX 772 1770-9496 EMAIL sbsenebellsouth.net J \ PYRIGHT LAWS. REWlS/ON DATE ® i til 00 I 3 0 € o v T r N O O w w m 1 I i IN GBASELJNE S-2 STA. 1091+45.82 STA. ' 08'45.82 j I TOP = 23.50 w R Cy + a ( 6 o m J A J v 0 01 0 v Z o 46 o; of Z 09 o f t w c O; cp I S-'' SIA. 110+57.84 I TOF - 24.00 O �O SCHULKE BITTLE & STODDARD, L.L.C. 'THEDRAWINGS ARE THE DR-TGNG05-165 MARK PROPERTY OF THE ENGINEER. ' WHETHER THE PROJECT FOR DES/GNED J.W.S. WHICH THEY ARE MADE IS EXECUTED OR NOT. COPY OR DRAWN J.T.H. CIVIL & STRUCTURAL ENGINEERING - LAND PLANNING • EWIRONMENTAL PERMITTING USE FOR OTHER PROJECTS IS PERMITTED ONLY BY CERTIFICATION OF AUTHORIZATION NO.: 00008668 WRITTEN CONTRACT WITH THE CHECKED J.W.S. ENGINEER. UNAUTHORIZED 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 USE WILL BE PROSECUTED SCALE 1-=20' PURSUANT TO THE DATE 11�2�05 CO TEL 772 / 770-9622 FAX 772 1770-9496 EMAIL sbsenebellsouth.net J \ PYRIGHT LAWS. REWlS/ON DATE 13'-j;: AVING/DRAINAGE/UTILITYCONSTRUCTION I (LIMITS OF C�JNC. SLAB)-4SPECIFICATIONS-CLEARING/GRADING/ 5/8" STUCCO 1 1/2" TYPE S-1 MOD. ASPHALT GENERAL � : s 3'-4" 6" COQUINA SHELL COMPACTED CONSTRUCTION", BRIDGE NSTR C AD AND BR D CO P IFI N FOR ROAD R TI N" 'STANDARD S EC CATIO S 5 1N SPO TA O ST 3/4- / TO 987& 2' MAX. DENSITY AASHTO - 0 DEPARTMENT OF TRA 11 T 18 IT IS INTENDED THAT THE FLORIDA D 6 3 4" ( ) _ 2 -EQUAL GATES / Q T THE STATE -► _ REIN REFERS O 3 5 8- % •..•..• JRIOUS WORK, AND THAT WHERE SUCH WORDING THE/ _ I .. - LATEST REVISIONS, BE USED WHERE APPLICABLE FOR V AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION O a • _ RADE FBV 5,) /// Y MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" j 1 8 STABILIZED SUBGRADE { %�// /��� WHICH WOULD PROVIDE PROPER TERMINOLOGY, THERE U BLOCK FILLED W CONC. MAT CEDAR -STAIN TO 4 . • '' 1, '4• aL _...,f. (98X COMPACTION AASHTO T-180 AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT' IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT ROADWAY AND < MATCH BLDG. TRIM • < ; , TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH L/ 1` L- L • W 1 #5 BAR CON N U OU S v A. • o, ZaRATE ivIS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. </ 2 > PAINT CON CRETE BLOCKALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL ! L 1 TO MATCH BLDG. TRIM 2' SQ. S fiEEL FRAM E-(GALV.) nNOTE:- 9BX FILL COMPACTED TC REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO ^03 . 0 PRIME & CAIN TSEE MAX. DENSITY, MODIFY WIDTHS AS BEGIN WORK < = < ii 4 DUR-A-WALL F21 /4` �• p REQUIRED PER PIPE SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENT• THE CONTRACTOR SHALL GIVE THE ENGINEER 24HOUR3NOTICEPRIORTOREQUESTINGREQUIREDINSPECTIONSANOSHALLSUPPLYALL .J d- I /_ I HORiZ. REINF. TO STEEDAR FRAME BOLTED _ 4F d .'� t4 SIZING. THE BASE SHOULD EXTEND A MINIMUM I3F 6' BEYOND THE EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPEOT THE COMPLETED WORK I iv EVERY OTHER BLOCK / 4 I • • 2" CLEAk THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, < 5 to -� �-- ASPHALT AND THE SUBGRADE SHOULD EXTEND A MINIMUM OF 6' BEYOND THE DURING WHICH ALL FAULTY CONSTRUCTION AND/ORMAfiERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. Z /' L 1 �L < � I { PROVIDE HANDLES & LATCH \ BASE MATERIAL. o ON GATE FRONT 2'-0" 4 w • • o < < L I , - + \ / 4 E ,1 _ - . < TYPICAL ASPHALTIC CONCRETE PAVING SECTION CLEARING/GRUBBING CJ 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 O Q - 9 WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDINd PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE < 7 S"X $"X 16" C.M.U. � ro > a • 4 \ N.T.S. WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. ' . �! � �. L �` #4 BAR ® 4'-0" O.C. & ® �� sIJ m da GRADING -i CORNERS -FILL CEELS A GLE IRON STRAP- PER F.D.O.T. ' . 104 3000 PSI CONC. W/ 6" X 6. 10/10 GA. THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A J w ` I L o INDEX No. 285 W.W.F. THICKNESS PER NOTE 5. BELOW. TOLERANCE OF 0.2 Ft +- FROM THE PLAN CROSS SECTIOtIS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWA NATION < I / 1 o MOUNT SECURELY TO 4 ��(� - BLOCK WALLL • (� 3?"�I ' z<m 8" STABILIZED SUBGRADE (FBV 80) AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN TH uws - /. _ / THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE I 3 . - �" (98X COMPACTION AASHTO T-180) AS REQUIRED WHEN EROSION OR OTHER DISTURBANCEl;OCCUR. SEED/MULCHANDlOR SODDING SHALL BE INCORPORATED TO ASSIST N ##4 DOWEL ®4'-0" O.C. 4 ® 4° 0/GALV. STEEL PIPE a $ $, v a- �'%.�# IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS -� C0� NER S -FILL CELLS �- 2" SQ. t = L � (( � a 4 98X MAX. DENSITY T k L / 24' REBAR OVERLAP STEEL POST PAINT (GALV.) EXPENSE. _ < 1 L l0 SOD: 00 ' I ..1 _ SOD SHALL BE ARGENTINE BAHIA, UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY < / 1. i _ THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE !$OD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND I • HEAVY DUTY HINGE PLAN VIEW SEG�jQN 1. MATERIALS AND CONSTRCUTION PROCEDURES SHALL BE IN ACCORDANCE SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED A PROPER ELEVATIONS, I / A-1 CONCRETE DUMPSTER PAD- WITH THE SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. L. l ' PITCH TO DRAIN I V \\ TRAFFIC BEARING _ 2' _ 4" HY THE PORTLAND CEMENT ASSOCIATION, ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY FIN. GRADE 2• CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAX. OF 15 FT. O.C. IN EACH DIRECTION 2" 11" 11" 2" 3, AT LEAST (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN CONTRACTOR. DUMPSTER ENCLOSURE PLANF I TYPE ' C' INLET DETAIL N - 2" �2 rr SLUMPASHALL BE 2 TD 4 INCHES (AASHTO TCH 10,000 SF OF PAVEMENT OR (5) Ei19 COMPRESSIVE I1VE STRENGTHER. E CONSTRUCTION EMBANKMENT CO T ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE N• r•S• p _ `- _ E REPORTED AT A H AND 28 DAYS. CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, §TUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT I CO 4, A MIN. DF 2 FBV TESTS SHALL BE PERFORMED ON THE SUB -BASE, AND A7 Bituminous Coating Required For :c LEAST 1 MOD. PROCTOR CAASHTD T-180) TEST FOR EA. TYPE OF SUB -BASE WILL NOT COMPACTTOASUITABLE ENDURINGROADBEf1. KEYNOTES FOR DUMPSTER ENCLOSURE: ' ' CMP (Any Suitable Bituminous Material C� - MATECOM SELECT GRADE; A.A ENDURING G ROAD M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) • . - May Be Fleld Applied - . O O . MATERIAL USED, �= �� 5, CONCRETE SHALL BE A MIN, OF 6' THICK WITHIN PUBLIC ROAD RIGHT-OF-WAY$I 2 #5 CONTINUOUS 12^ C7 MIS .O �'• O AND AT ALL LOADING AREAS, DUMPSTER PADS, ABOVE FUEL TANKS, AND OTHER COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). O 1 x 6 CEDAR GATE W!2" 0 4" f _ GALV. STEEL PIPE Q 12" x 12" BELL FOO NG W/ I I AREAS DEPICTED IN THE PLANS, OTHERWISE, THE CONCRETE SHALL BE A MIN, IIF COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION SQ GALV. METAL FRAME BUMP R POST (Fi701ING W/ 4 TOP & BOTTOM TYP. C5 (PER C.Y.), GRADING (PER L.F. OF ROADWAY PR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. DIAGONAL BRACING CONIC. SET EN 12x # ) M t� 4,5 INCHES THICK, (PRIMyV%% 1,-�„ jr ': 6. DO NI7T CONSTRUCT W.W.F. WITHIN 5 FT. OF DETECTOR LOOPS FOR MENU / & PAINT TO MATCH 6 DEEP CONIC. F ® 8" CONC. BLOCK WALL (TYP.} �' _ SIGN HOARDS, STAKING BLDG. EACH GATE SHALL (TYP.) PRIME & PAINT I -�- o CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. HAVE A HANDLE & AN g ®NOT USED. "'I`tT :� o' TO BE PAINTED) UN ERWT O TEEL/& DONW�LNN 0 BELOCK 10 E.J. � ' ' � STABILIZING C} TYPICAL CONCRETE PAVING SECTION STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE ATE TO CLEAR CURB TO OPEN FOOTING /6 BEN (1 p _ ,",Y- . i c WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT )PEN REQUIRED ILL CE1,� 11 6" DiA. GALV. STEEL PIPE BUMPER 1 DUMPSTER WALL SECTION 2 �DUMPSTER GATE DETAIL "� 2 - 4„ " N.T.S. PLAN, AND IN ACCORDANCEBLOCKS W/3000 P,S,i, - LEAST98% OF THE MAXIMUM DENSITY AS DETERMINED BYAASHTOT-180. O6" CONC. SLAB W/FTBERMESH CONCRETE POST (FILLED W/ CONIC.} SET IN Flexible Pipe REINF. ON 6 MIL VAPOR 12" DiA. x 36" DEEP CONC. FTG. A-1ass Concrete------ I (Corrugated Steel , Corrugated BASE COURSE BARRIER ON COMPACTED FILL Q 5/8" STUCCO PRIME AND PAiNT, TTP. N.T.S.NTSA�1 N.T.S. THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL APPLY 2 COATS OF "CLEAR 12" i2" Aluminum Or Corrugated Polyethylene) 1 n ► j j+ 12 n TYPICAL PAVING SECTIONS MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. BOND CONCRETE SEALER ON © GATES FASTENEDST TO 4" O LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED CONIC APRON. SEE CONIC INDUSTRIABUMPER L HINGES EAVY-DUTY Note: cost of concrete and bituminous coating to be Included In IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR SPEC•1S contract unit price for either new pipe or Mitered End Section. TYPE C CAST IRON GRATE CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO ". r_,<� T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. A concrete Jacket shall not be used to join: W metal pipe of dissimilar materials Approx. Weight 235 Lbs. -'MSH GRADE f b3 flexible pipe when the minimum cover required in PRIME AND TACK COAT - PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. .. .. accordance with Index No. 205 cannot be obtained, tOr -5' 12 ASPHALT CONCRETE SURFACE COURSE (A-C.S.C.) "ti• SOD MUST BE FLUSH TYPE S -I MOD A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320.330 HANDICAP Slfa%! : ,T-11 MAANI�LE F II MppEN ►DISSIMILAR TYPES WITH SIDEWA AND 331 OF THE STANDARD SPECIFICATIONS. NO. FTP -25 H CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES w+°T" PER PLA" CURB 2d OV99M �� � �-2" � ' ' ' ..' ADDITIONAL REINFORCING T� TYPE b' CURB {SEE NOTE i�) saD aR PAYi]mCT in b� -�- : l 6" BARS REQUIRED AT TFfE ► '' ° OF PIPE AND CONCRETE PIPES VMTH DISSIMILAR JOINTS / ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. put PLAN c4 I I . INDEX No. 300, PROVIDE CONTRACTION JOINTS AT 10 -FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3 -FEET. ._ OPENING IF a.LAB B • • 0.02 FT /FT. TO CURB CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. ` ' p TRAFFIC BEARIN P ► ► _ I2d OYERHANG BTI{ER �, 1 24 3/4- .p s, %��%/�� ������ i\� j '. I ,+ ' :.: ti. • $, iu 6" TAiITE STRIPE - ( . ' \ I *� TESTING 0 ,4. O.C. ! 500 OR PAYEIETTT in , . THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTINGLABORATORY TO CONDUCT ALL REQUIRED TESTS • ' i _ _ U m • •, • �� STAPLE FILTER BARRIER - 4 .. . ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY ��Sly 2 I yi ooC300 ,I • • BURLAP OR STAND STRENGTH 00 P.S.i. ®28 DAYS. 7Y3i EXCAVATE 4X4 TRENCH "THICK CONCRETE MINIMUM REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: �T •� A03ACEIfT I p t. , ' � ' ' O � , � AND BACKFILL OVER 8' SYNCH, FILTER FABRIC 3 O TO CURB CR SOEWX 6" WMTE $TRIPE I 6' CONCRETE b �F* • 0 o 13 Cl . r .� OF FILTEI€ABRIC TO THE WOOD STAKES A. EMBANKMENT: SIDEWALK N❑TEST ► 13 0 o r 3 TYP. (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 10,000 SF. INTERVALS FOR EACH 12• LIFTS CONSTRUCTED. TYPICAL Z WdEEL STOP o _ B. SUBGRADE: gy pl�pT WHERE ApJA( b +� /� 1• ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE ACCORDANCE WITH THE (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER AS 6' WiIiTE / N 6" WHITE STRIPE. p W TO CURB OR SIpE}yAl,)( N h • ► ►•' ' : b I. o MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) rJj 'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND MI DENSITY TESTS SHALL BE TAKEN O INTERVALS OF NOT MORE THAN ION . ( IK OF 3 / I PER AS BE NECESSARY. IPE ") BLUE IF ADJACENT z a .4 I : " - CEMENT ASSOCIATION AND IN ACCORDANCE WITH FOOT INDEX NO. 310. • , �. �'� 2. SAWED JOINTS SHALL BE CONSTRUCTEII AT A MAXIMUM OF 5 -FEET O.C., C. BASE: TTOHANDICAP STALL.ICAL . • r • •► ►� p,. W ... _ _ AND SHALL BE IN ACCORDANCE W/ FDDT INDEX N0. 310. (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER II 111 il� I II II III S 11 (MIN.OF3/1PERJOB) 6" BLUE STRIPE a ►:. /-PIPE INVERT t •► 11 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN (M DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. "rTYPICAL Z // - ,b • : ► •' SECTION FOR EACH LUMP SQUARE FEET OF PAVEMENT 13RAS FIVE 19 PER JOB, WHICHEVER IS D. PIPE BACKFILL: 6" WHITE STRIPE • � PI NOTE GREATER, SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH D •,►•; p : -WHEN CONSTRUCTED ACROSS DITCH LINE, SHALL BE REPORTED AT 7, 14, AND 28 DAYS (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft INTERVALS, 1' ABOVE PIPE,1' BELOW GRADE, MIN.. .J TYPICAL � . ' A • .. 4, CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. E. STRUCTURES: r THE PLAN CONFIGURATION SHALT RESEMBLE (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. -� --� I _ _ __. 6' 8' 41-0' MINIMUM AS REQUIRED 8' 6' U,S�F. DVG, ND. 410, OR AN ARC WITH ENDS ORIENTED UPSLOPE. 5. SURFACE WITH LIGHT BROOM FINISH, 6. SOD ALL DISTURBED AREAS, 3'x3' WOOD STAKE, M - BURLAP - MIN 10 OZ./SY MATERIAL 7. RECESS SIDEWALK AS REQUIRED IF BRICK PAVERS CALLED FDR IN PLANS STRIPE EQUAL MANHOLE COVER DRIVEN 12' INTO GROUND. - FILTER FABRIC - SYNTHETIC MATERIAL B. SIDEWALK/CURB MAY BE CONSTRUCTED AS ONE INTEGRAL POUR. PROVIDE MIN• 8'x8' THK'N EDGE F. BUILDING PAD: r� HANDICAP LETTERS MARKED 'DRAINAGE' (1) AS SPECIFIED IN ARCHITECTURAL PLANS. TYPICAL 11Li1\DICAP PARHING � ISM,' ` MEETING STD, TESTING VTM-51,52 9, PROVIDE REINFORCEMENT AS SPECIFIED IN PLAN SHEETS, ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP TYPICAL STANDARD PARKING ELEVATION TOP VIEW 75% FILTERING EFFICIENCY THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE NDTE1 -FILTER BARRIERS SHALL BE MAINTAINED DETAILAND LEFT IN A NEAT, CLEAN, GRADED CONDITION. STALL 1. 3/4' CRUSHED STONE FOUNDATION FOR A MIN" DEPTH 13F 12' SHALL BE PROVIDED, DRAINAGE SPECIFICATIONS STALL a ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 'STRUCTURAL BIITTOMS, TYPE P AND J, FaMT. UNTIL All UPSLOPES HAVE BEEN PERMANENTLY SIDEWALK B I K E P A TH SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONSTANDARD INDEX No. 200, VITH MANHOLE TOP TYPE 8, F,DA•T, STANDARD INDEX No, 2M. FILTER BARRIER STABILIZED, OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. N.T.S.T� TYPICAL DRAINAGE JUNCTION MANHOLE i. FILTER HARRIERS SHALL BE SEDIMENT FROM AT THE FOLLOWING LOCATIONS ALL REINFORCING STEEL TO BE ASTM A 61572 GRADE 40, Fy = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH N.T.S. TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING UNIFORM CROSS SLOPE TO MATCH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS ,DITCHES, EXISTING AND UNIFORM GRADE PARALLEL MATCH EXISTING PAVEMENT NOTA N. ALL PARKING SPACES WITH E)(CEPTIIIN DF THE HANDICAPPED PARKING SPACES SHALL HE MARKED OR RECEIVING WATERS. TO ROADWAY TO MATCH ELEVATIONS \_ THICKNESS OR CONSTRUCT 1 1/2" SHOP DRAWINGS. IN WHITE, RETRO -REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT A AT THE PERIMETER DF ALL EXISTING WETLANDS THAT ARE BELOW AT LIMITS OF WORK MIN. COMPACTED THICKNESS RATION CFDOT) STANDAR SPECIFICATIONS FOR b RIDGE CONSTRUCTION, PRECAST INLETS OF TRANSPORTATION D SPE FICAT S ROAD B CONS R CTION, DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION 19%, SECTDIN 710. OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS, SAWCUT TO A STRAIGHT AND D.O.T. TYPE S-1 ASPHALTIC ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE , ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION 6" ---REMOVE 7�z "FDDT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE 11 PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX i BJ ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FOOT TRUE EDGESTANDARD INDEX 1734& ACCORDANCE WITH F,D,O,T, ROADWAY AND TRAFFIC DESIGN AND BACKFILLING OF EACH INLET. �PAVEMCOAT ALL SURFACES AND EDGES CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 4000 PSI. CULVERT PIPES ICJ ALL COMPACT SPACES SHALL BE MARKED 'COMPACT' ON THE STALL OR TIRE STOP, STANDARDS AS F❑LLOWSI C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER M REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 841 OF THE STANDARD SPECIFICATIONS CORRUGATED SHALL HE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE, PRIOR TO SURFACING D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD STRUCTURE INDEX NO. BY THE PROJECT ENGINEER, ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD - CURB CUT/RAMPS NO. 304 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE jj/ j%//jo �o PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER, THE BARRIERS SHALL ////.//%/./ ., . 6" COQUINA SHELL COMPACTED / / /. SPECIFlCATIONSOFTHEFLORIDADEPARTMENTOFTIRANSPORTATION.BACKFILLINGOVERPIPECULVERTANDSTORMSEWERSSHALLBE GENERALSPECiF1CATlONS DRAINAGE MANN❑LEI STRUCT, B❑T. TYPE P , BE REGULARLY CHECKED AND AI /• MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTO_ ALL PAVEMENT %/ / SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE GRASS COVER %/////�/.//" TO 98Y5 MAX. DENSITY (AASHTO T-180) COMPLETED IN MAXIMUM 6" LIFTS, TO A POINT 12 -ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% „ „ �/ //. . .. . FLAT BLADE: ALCOA #86054.6063-T6 AHOY, 30"X300 W/ SUMP B❑T„ AND MANHOLE TOP TYPE 8, NO, 200,201 3. SOD ALL AREAS IN LIEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION % (` . r . . OF MAXIMUM DRY DENSITY. ETCHED, DEGREASED WITH #1200 ALCOINE FINISH , , OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, 11 \` CONCRETE WITH #2277 GREEN SCOTCHLRE BACKGROUND OR TYPE C INLET No, 232 FLU4, PROVIDE 180 MIN, WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES �\���/ /�\ " {FBV 50) UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT28-DAYS OF 3000 PSI. EQUAL DIMENSIONS - 6" MIN. H, 24-, 30' OR 36" L CURBING No. 300 �� ���j Q � 8 STABILIZED SUBGRADE ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE D O NOT/��/���, /� / , � {989 COMPACTION AASHTO T-180} BUILDING CODES HAVING JURISDICTION IN THE AREA. LETTERS: NAME -4" SERIES B'IR2Z70 STU n MITERED ENDS No, 272, 273 � ��SCOTC#iITE(SILVER)OREQUAL-SUFFIX-2" IIS I I SIDEWALKS No, 310 EROSION AND SEDIMENT CONTROL DETAIL REMOVE EXISTING BACKFILL MATERIAL �'���Z+- �1��.� FILL COMPACTED TO RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRA"NGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE SERIES AS ABOVE. ENTER ANY ST. AND GRADE UNIFORMLY TO RECEIVE 12"MIN. �''����� CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL POST: STEEL FLANGED CHANNEL POST WITH THICK COQUINA BASE COMPACTED TO 98%5 MAX• DENSITY INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION, INVERT AND TOP ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE BAKED GREEN ALKYD OR GALVANIZED FINISH PER eRACKE75 - sLADEs D R A (NAGE STRUCTURES. Gutter Construction 6" _ 1'-6" 1'-10" 1'-2" 100% OF MAXIMUM DRY DENSITY AASHTO T-180 STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON A e 20' R Or As Shown On Plans ; Q COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. A.S.TJ�A. -A 123. WITHOUT ANCHOR PLATES, R1-1 R5-1 ' -' " _ C ' Ex Joint c �v ' \�'� ` EXIST PAVEMENT NEW PAVEMENT_ THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/ASBUILTS. STOP SIGN R1-1 MUTCD -30"X30` (ENGINEERING GRADE) WHITE ON RED 1'-2� '� p E THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. LOCATKkt ONE PER INTERSECTION AS INDICATED O THE AS -GUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BURTS, INCLUDING ON THE PLANS. S TOP ' '1 6" Std. C T'1 �1 � E C ^ T ^� e 6" Min" TIES TOSTATEPLANE COORDINATES. A e .=-- 1 PAVEMENT AND BUTT JOINT DETAIL INSPECTION f � 5'-0" MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS 1/4' __ Po�l�NGutter Curb And Gutter THE ENGINEER SHALL BE NOTIFIED: �- �` N � A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. I � SECTION BB B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. ',_10^ '.-2" N.T.S. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. 5/8' R• � B � OO�OO� - -� S. D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL M �• 6- _ ''-' 0" _ - V-2" E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. • DIMENSION TOL, 2. QD 3, OD -POST , ,. F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF&C.S.C.�_6" I 6 1'-6" - 6" - 0 1��� 7j' _ � 3/32' I � 1� ,� u ^ I tO �� M n' .� ham/ I � � I ��I /Joint Seai G. UPON COMPLETION of CONSTRUCTION. ' A' t 3/32' / 1- 15/32' / 1- 7/8' f WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, R IS INTENDED TO INDICATE CONSTRUCTION �' SAT RADIUS _ 00000 _ o ti . . . 3'-0" 1 • R� io I 7. - m ti ^, i Std. I . " VHEN POSSIBLE `B` t 1/8 '/ 3- I/16'/ 3- I/2' � � �` 6" Min. ^ ' �J B" Std.Min! ; FOR ROADWAYS AND/OR PARKING LOTSIDRIVEWAYS. 5/B' R• ' C' t 1/16 '/ 1- 9/32'/ I- 5/16' a"'�V�116.IiMNI SECTION AA �"/ I °� TRAFFIC/PAVEMENT MARKING NOTES: TYPICAL ST❑P = OOOOO = 6" EXTRUDED SIGN PLACEMENT � D' t I/32 '/ 3/16'/ 7/32• '-" 6" 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN f0 H H 3'-6" WHITEREFLECTORIZEDTRAFFICPAINTANDBEINACCORDANCENTHTHEFLORIDADEPARTMENTOFTRANSPORTATIOMS BLADE SECTI❑N (UNCURBED SECTION) CHANNEL P❑ST y_0• - Conc. Pav't. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION N0.710. SECTION CCS'} Exp. Joint And 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THEF.D.O.T.'S STOP SIGN DETAIL � �'-''-'` '•.. TYPE F Preformed Joint Filler STANDARD INDEX NO. 173246. �� '. `'' VALLEY GUTTER TYPE D 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARETO BE PAINTED. .. ► I 4. STOP BARS SHALL BE 24" WIDE. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE .; :1 ' �TQP OF GRATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. H H ..1 'TOP EL 21.0.4' S. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC ' • z, ' ; � TOP EL 21.04' 0 AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS 1%r .. ' = _ . ' ^ t• , FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. E= I aG I . , y51 '� 00000 - t ' FLOW UHE OF � I 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS BASE TRENCH VIDTH •V + 4 MIN, (MIN.} �:: , \; :, '. 4 -•- MODIFIED MAN CUA FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No. 17346. SURFACE RESTORATION 6' �' . 00000 '' ' ` V , . ' ,, MECHANICALLY MIN •• WITT SIGNS: SAW EXISTDtY PAVEMENT ' `::,'. EDaE� AVDIENT I OUTFALL 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. _ " 'I2. ALL SIGNS SHALL BE TYPE'C SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No.11860.11863,11865. _ ,, 2 75 INCH IO ORIFICE PIPE WIND LOAD SHALL BE ZONE 3 (80 M.P.H. - • BELOW EO.P. GRADE ( - / / / / / / / / / / / / / / / ;'. @ OF ORATE Is r I 275�(Jj�i 0 S t?��I{`E I INV. EL» 19.00 • /////// ///// /// ' :.. >:'►,..� w ,i:.. 1f EL, i'3�1' J / I �(JU� 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEXNo.17302. / / / / / / / / /////// �,• s . I 1 1 I 4. STREET NAME SIGNS SHALL BE 8" IN HIEGHT WiTH 6" LETTERs. / / / / / / J(a / / / / / / / MAXIMUM TRENCH WIDTH ADD SKIMMER W/90' BEND I12" ADS / \ / //// / / / / / / / I 2 X PIPE DEPTH + W i INV. EL 18.90' INV. 18.65 i 1 / / / / / / / /� o TOP VIEW BOTTOM EL 18.50' - J9"� r2" LIMEROCK BASE � Z\ -le, IN 3 LIFTS AT R F ADS 6'PAY L� r9S DR 98Y. COMPACTION SKIMM -R I B AY AP PS OR � ' < > TOP OF Q1rB GUTTER GUTTER ROW LINE INV 8.65 IPE > PLACE AND COMPACT < UaF. Ra Blas, OR i -i/2' I ME r -_J'. CO"PA TM , X IN 6' LIFTS. W EGUAL E - Arra atAtE rnusH atAOE _ _ EI.�VATION CiiOSS SECTION PLAN MAX TER LEVFJ w D-5 MOD E 8'- 0 8'- 0' - 8'- 0 LAYERS �. , + �{ r'=�:i°s::;:;•; :.•. \//\\ ALLOWAIE AURIN .. r: ..^ ,; IFIED TYPE »C» 8'- 0 8'- 0 8' 0 v dr` . \�'/ / CONSTRUCTION z W e > ; rte• alas '•' +.'' N.T.S. - PIPE AT 9e% v • 1 •::..:.•:I [" PIPE O,D, + 24 0 ' �' NOTE: 1. CONVERT TO MANHOLE PHASE II BEDDI Rxc t % '" �j��% UU MAXIMUM WIDTH M ... �"'' , ..t, OUTFALL STRUCTURE 2, A DIAMETER OF 2.75 INCHES IS BEING USED BECAUSE SITE I LR A. Il= WHERE / O.D. 12• W z ..! ! 'r �""E ! y'.. S.J.R.W.M.D. REQUIRES A MIN. DIAMETER OF 2.75 INCHES. - N . � ,.IIS 4" 19 s.f. II -4" 27 s.f. .11.4" •111" 22 s.f. .I I.4" 22 s.f. ,I 3/r mA �r=a+G ROCU( uNDISTURHEa SOIL G.4• 23 s.f. -iL-4- 25 s -f. ..,.,,..:- REQUIRE TRE11L11 WD]TH _ t' >• TOP OF GRATE o INP M MAX, MAX, ¢ V . 4'-0" oR LARGER _� AS • '•. g IOP EL 22 70' _ TOP EL 2270' j � . I a -II . I I I I I L ViMM SOD- CONDITHM CAttQT BE MAINTAINM AS SHOWN ABOVE, HAND PLACED 8'- 0` tNCVIDE APPROVED METHOD OF CONSTRt1CTICK E R 11 PIA, I I I I PIPE aA� I I S LECT MATE IAL LOWER QUADRANT TD BE AS PM PLAN Pest PAN I " 'a L Smmi tG WILL BE RSCU>M AS aE1T•7RMINEa IN THE FM_11 SHAPED TO RECEIVE PIPE I I I 12 ADS O�OOOOO I BELL AND BARREL 1I-7 NC CE11 +EI - _ N ! TEV SURFACING MATERIALS SMALL BE CONSISTENT WITH EXISTDVG ) `FLOW LM EiEv �� 5 f N Qjj�� �5 lfjliD l W� OUTFALL PiPE i 1 NO SHALL HAVE LAPPED AND FEATHERED JOINTS, a -L2• MIN THKJ N O T E SI �1 INV. EL.I9.W' (NV EL J BOTTOM E1.EV. i k 11 "" 36 s.f. ''�'4" 21 s.f. ICewAcTmN PERCENTAGES SIS REFER TT1 AA,S,HJ,R T-i8Q 1) OFETHENFLORIDA TRENCH SAFETY ACT. TRACT13R SHALL C13MPLY WITH REQUIREMENTS _� +,.� ..' ".,i, I I \ 12" ADS �/=OOUlh1UUUUU000 I 1 12'- o" - w_ ALL ROADWAY REST13RATEN SMALL COMPLY WITH INDIAN RIVER 2) BACKFILL TO 12' MAXIMUM LAYERS OR OTHER APPROVED ADD SKIMMER W/ D' BEND _ UL ................... ... CD.MY pUHLIC WMM / FAaT• STANDARDS. METHOD TO ACHIEVE 98% COMPACTION AS ESTABLISHED INV. EL 8.91Y I INV. 19.0' 6" I H I s T»TECH WIDTH 'V' • PIPE GA PLUS 2'-0'. BY A,A,S,H,T,O, METHOD T-180, NO E. STEANDARD¶EoYJCTIJR£ IKITTOAI AND TOP BOTTOM EL 18.50• - 12" ADS 9/ ��" - SLAB 'TYPE P• GR 'TYPE A IN AOOMARCB Q � SKIMMER DIMENSIONS ARE + OR - 1". 35 s.f. I " F.D.O.T. STANDARD INM No, 200• OUTFALL PIPE Right Tum Arrow To Be Reverse 16 s.f. 2'-6" INV. 19.0' 11 s.f. (PAPSD AREAS) NOTE: When arrow and pavement message are used TRENCH DETAIL (-PAS AI:EAs} TYPICAL MODIFIED MIAMI CURB INLET (SINGLE GRATE) >3LEVJTI°N CBoss SBCTIox PLAN together, the arrow shall be located down strebrbi'Ie pavement message and shall be seperated DIMEN51ON5 ARE + QR - 1". xox Berta TRENCH DETAIL x.T.s. from the pavement message by a distance of 2COase of the arrbsr the base of the message). 27 s•f. NOT 10 Bcua PAVEMENT ARROW AND MESSAGE DETAILS FDDT INDEXt of s 1734f> I► D-9 MODIFIED TYPE C NOTE: 1. A DIAMETER OF 2.75 INCHES IS BEING USED BECAUSE N.T.S. S.J.R.W.M.D. REQUIRES A MIN. DIAMETER OF 2.75 INCHES. OUTFALL STRUCTURE SITE I & SITE II / to 1'\ Q to N Z O ti -' ct f+ a- 0 W (n k Q - M ru O t 0i o vi 0i 0000 �Wzzo 1s C9 3 U � O � O 10 z U a' w r,WWQV,t-a�Otm, ow iw��pw aFaw�ZWzo�QaF 3 ,,wwa�xoZzw U U oaN l �� ak- __ \a33w��3w�atV ■ U� _I C '� �'/^� (Q) A , \ W CU `Z M 0) Q a) 0 S 0 U) . J C)t� 3 g O W � z wto Q m 0) W� 0NT ch O O 06 Q >� , W ILL N Z P~ . w Z E-0 Z)N W p O � W �O ti r__ CD -� J T-� T.- ti W a3 F." 0 V U LLL iZ Q z �o 0 U fU 0:� (/) F- E z M W Z < _< m N p _i azz Q O U z 0 W M CER71FICA71M W. SO4ULKE RE N0. 47046 JODAH B FL REG N0. 73 6 WIW . bl AR FL • N0rr••.�1 : a n,-, aL , 1 1; 1 P404LCT NO. J `5-1/ 05-167/ tl 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 4. 3. Areas of soil disturbance, - See sheet 4. 4. Outline all areas that are not to be disturbed, -N/A. 5. Location of all major structural and non-structural controls,- Sheet 4. 6. The location of expected stabilization practices, - Sheet 4. 7. Wetlands and surface waters, -Sheet 4. 8. Locations where stormwater may discharge to a surface water or MS4. - See sheet 4. Describe the nature of the construction activity. Construction, land clearing and earthwork for commercial subdivision. Describe the intended sequence of major soil disturbing activities: Site I (Phase 1) 1. Install silt fence around perimeter of site I. For location of silt fence see sheet 3. Clear land. Construct temperary ditch on the northwest property line and place floating turbidity barriers in ditch. 2. Construct temporary settlement basin to the left of pond I(see sheet 3). 3. Const. temperary 8" pvc outfall pipe w/skimmer (90' fitting turned down) in temperary ditch. 4. Construct 67 L.F. 18" ADS pipe from temperary ditch on the northwest property line to the existing dicth located on the southwest property line. 5. Excavate pond I, Dewater into temperary settlement pond. Sod lake banks of pond I Site II 1. Install silt fence around perimeter of site II and pond 1. For location of silt fence see sheet 3. Clear land. Place floating turbidity barriers in temperary ditch on the northwest property line 2. Excavate pond II, Dewater into pond I. Sod lake banks of pond II. Total area of the site: 8.90 Acres Total area of the site to be disturbed: 8.52 Acres Existing data describing the soil or quality of any stormwater discharge: See sheet 3 Drainage area size for each discharge point: Site I (Phase 1) 2.20 Acres Site I and Site If (Phase II) 8.52 Acres Latitude and longitude of each discharge point receiving water or MS4 for each discharge point: Latitude = 27'49'47" Longitude = 80'29'03" 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. 1. Place silt fence at perimeter prior to clearing. 2. Place floating turbidity barriers at end of prop. driveway culvert and at each side of discharge pipe. 3. Grade and stabilize perimeter berm at on -set of earth work. 4. Stabilize and sod each lake as completed. Temporary and permanent stabilization practices: -Temp.-hay bales/slit fences/floating turbidity barriers per plan. -Perm.-seeded/mulched,sod. controlled grading and drainage to detention basins. Structural controls to be implemented to divert stormwater flow from recieving waters: -Temp. discharge ditch w/ hay bales -Temp. drains to lakes -Temp. berms at lake perimeter -Permanent berming at site perimeter. -Permanent detention ponds. 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. Provisions are: 1. A temperary settlement basin to the left of pond I with 9,600 cf storage. 2. Upon completion of pond L, will exceed 3600 cf/acre capacity as a temp. sediment basin. i Permanent stormwater management controls such as, detention or retention systems or vegetated swales. -Wet detention systems incorporated as permanent BMP for water quality control. 0) Describe in detail controls for the follwing potential pollutants, �; Waste disposal: 6 -On site waste will be containerized. NOffsite vehicle tracking: -Provide hard surface at temp. driveway (coquina). -Regular maintence of adjacent road right of way, including M street sweeping, rut repair in non -paved areas. o Application rates of all fertilizers, herbicides and pesticides: -None proposed. 3 Storage, application, generation and migration of all toxic substances: -None proposed. Description of the maintenance plan for all structural and non-structural controls. to -Contractor shall inspect and maintain all controls daily. i -Engineer shall inspect periodically. (monthly, min.) a v V 1 V) a LO i 0 :i Anchor Bates With 2 - 2" x 2" x 4' Sidewalks Stakes Per Bate. op Ip�mA pa�mr7 Riser O ._ _ uii &111116111illllll� IIS �Apron- Ditch -` Ditch � N!IIIIIIiIIII�GIJI IIcurb cutter / `Curb & cutter - m -- ,� 111111111111111'�Illlliil��` - �IGIIIIIh111Nllliil�llllmllili PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SiMILAR STRUCTURES I 1- •n • •1) rr• • II• -; o ( ) Limits Of Constructiortl I � � ; \ Typ. rSod As Requtred-- N 50' On Centers 1 I / „---Silt Barrier 1 • - H - -It p I 50• Max SO' Max Anchor Bales With 2 - 2" x 2• �tAN OvertopEnds �T� Stakes Per Bale. �-• , Fill Slope -_ -ad-4 .::::Ditch Bott Inlet ELEVATION a - E Median Ditch F-10' (Typ. - TO BE USED AT SELECTED SITES WHERE THE �G �--Slit Barrier NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE X. 5Ci iAax. I Ditch Cross Drain �► // -Flaw - i 50' Max. 50' Max. i Silt Barrier Bales To But } dwell ("�- --�w Anchor Bales With 2 - 2' x 2' x 4' ='«-f Stakes Per Bate. i PLAN I*�__Umlts Of Construction W Min ITCH INSTALLATIONS AT DRAINAGE STRUCTURES y , , � Fill Slope ELEVATION TO BE USED AT SELECTED SiTES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES Woven Filter Fabric in Absence Of Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And Extend Under Bags and Bates. Fabric Shat[ Meet The Requirements Of Sand Boge- Section 985 Of The Standard Specifications. Cost Of Fabric To Be 5'� included In The Contract Unit Price For Baled Hay Or Straw, TN I. .,.,. .,...1. .�..�..,.`.,. .,. .,-,. .J . . - . i . . . . . - Il `goose Soil Placed By Shovel And Lightly • '1 • Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. PLAN Of Bales. PLAN Rall Post T 1' Mtn. Recommen d ffT 1' Mtn. Recomm ed Anchor Lower Bales With 2 - 2' x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. ELEVATION ELEVATION Application and Spacing. The use of est do I[ bale barriers should be limited to the conditions outline in ehaFt 1. Sheet 1 of 3. Index No. 102 TYPE IF TYPE r BARRIER FOR UNPAVED DITCHES Post Options: Wood 2} Mln/0 Wood 2' x 4• Oak 1 } Optional Post Posltl Ij Principle Post Position max 1 } Filter Fabric In or,tj, (Canted 20' Toward Flow) Steel 1.33 Lbs/Ft. Mb►.� 6' Max ( r Conformance With �o.-- Sec. 985 FDOT Spec.) > Filter Fabric 1 Slit Flow ELEVATION SECTION Nota Slit Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE --- SILT FENCE + Al Silt Flow 46 Note: Spacing for Tyhhppe --- Fence to be in Type ««« Silt Fence Protection accordance ditch Installations Chart at drainage of 3 Around Dfteh Bottom Inlets, structures Sheet 2 of 3. Do not deploy in a manner that siit fences will act as a dam across permanent Rowing Type ....« Slit Fence watercourses. Sgt fences aro to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS EROSION CONTROL NOTES - All turbidity, erosion, and sedimentation controls shall be in accordance with 'Best Management Practices' as described in the Florida Land DevelODment Manual: A Guide to Sound Land and Water Manaa_ement. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS N.T.S. EXISTING TREE TRUNK DIAMETER VARIES MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS _.=..........=_... :.!,_�.. :. 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED PAVEMENT (AS REQUIRED) ELEVATION NTS MASONS STRING W/ FLAGGED RIBBON AROUND OWS 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT PLAN VIEW EDGE GEMEOF E(ASTING/PRED)POSED NTS NOTES: TREE PROTECTION. (A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. (D) FENCE CF TREES /TOABEICADE SHALL PRESERVED. FENCEINSTALLED L BE MAINTAAINED DURINGTREES CONSTRUCTION. TREE PROTECTION BARRIER EROSION CONTROL NOTES 1. SEDIMENT BASINS AAD TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDI�,IENT 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 CONSTRUCTIOO 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. 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 FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR 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. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 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. 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEETOR OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. 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. NO. 57 ROCK "SUMP" AT Ml- lir -- ,,,,.--TEMP. BERM SOD BANK - /� TEMP. DRAIN PIPE INERT OF PIPE BELOW WATER LEVEL SECTION A /-GRADE TEMP. SWALES TO PIPES PIPE/DRAIN EQUIR D. AT LAKE NO. 57 ROCK "SUMP" AT END OF PIPE DETAIL LAKE CONSTRUCTION TEMPORARY EROSION CONTROL \ to to o� N 0 0 tri vi vi z `!: tG 3 fn N Q 2 W w0 = Z ow f2 f wW a�pm3� 0w Q�a���oQ4aa` -i Zo��000a�wmos oaw=��wwz 3v�ii w06=wwa��w�a \i=-a33w��3w�a o0/ U `E }' J Un J v= Q ELEVATION NTS MASONS STRING W/ FLAGGED RIBBON AROUND OWS 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT PLAN VIEW EDGE GEMEOF E(ASTING/PRED)POSED NTS NOTES: TREE PROTECTION. (A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. (D) FENCE CF TREES /TOABEICADE SHALL PRESERVED. FENCEINSTALLED L BE MAINTAAINED DURINGTREES CONSTRUCTION. TREE PROTECTION BARRIER EROSION CONTROL NOTES 1. SEDIMENT BASINS AAD TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDI�,IENT 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 CONSTRUCTIOO 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. 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 FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR 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. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 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. 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEETOR OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. 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. NO. 57 ROCK "SUMP" AT Ml- lir -- ,,,,.--TEMP. BERM SOD BANK - /� TEMP. DRAIN PIPE INERT OF PIPE BELOW WATER LEVEL SECTION A /-GRADE TEMP. SWALES TO PIPES PIPE/DRAIN EQUIR D. AT LAKE NO. 57 ROCK "SUMP" AT END OF PIPE DETAIL LAKE CONSTRUCTION TEMPORARY EROSION CONTROL \ to to o� N 0 0 tri vi vi z `!: tG 3 fn N Q 2 W w0 = Z ow f2 f wW a�pm3� 0w Q�a���oQ4aa` -i Zo��000a�wmos oaw=��wwz 3v�ii w06=wwa��w�a \i=-a33w��3w�a o0/ U `E }' J o (0� J M a 0 Q W 0� �ILL. C: �co=v1) r,0 J_ D zpaJ Q wama 0 ZW o0 Zt (r^ �o> co J o� 06 rn 0 UJI- C Z=Wo f�- _.i CO (n N ~ Wow ZQJLL W � � JwWN W �c) >W rn .3.. O Z �i C*4 U � VJrr^^ � �~ 0 � J z n z O_ 0 I- �z L LJ z � O w U � z z 0 0 (/) I-= CD r J w J CD / CERi1RCA710N� JSCHULKE . 47048 57396 . 5 f6 `5 1 5 / J�T05-167 i M-1 I M-4 M-7 M-9 GRADEOBSTRUCTION 36" (MIN) PROVIDE TRENCH DETECTION TAPE .� SLOPE AS REQ'D + - COVER (SEE NOTE NO 6) - PROVIDE TRENCH GRADE SLOPE AS REQ'D PRESSURE MAIN TRAFFIC BEI RESTRAINED BOX AND TARING UTILITY 3" FIBERGLASS POST -7 . _ > JOINTS DEVICE IN VP WITH LIFTING METER BOX TO BE `, BENDS 22 1/2UTILITY OP. IDENTIFY USED FOR VENTILATION (swALE) 45OR GRADE N ENCASE AS REQ D (SEE NOTE 4) spEak UTILITY CROSSING - FITTINO TYPE GRADE (RO 2' C MINI -\ - v 6' MAX LAYERS ELEVATION DWAY) m -- SIZE OF MAIN OR OTHER APPROVED * ur MINIMUM CLEARANCE REQUIRED FOR WATER, scow WATER, AND SANITARY SEWER MAIN CROSSINGS 7 METHOD TO ACHIEVE IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT W� MAINTAIN TRENCH \ p 98% COMPACTION IS REQUIRED (SEE NOTE 5A) WIDTH 2'-0 ABOVE v ��\��\��,� ` �' -SERVICE TOP OF PIPE M -% OBSTRUCTON $ r\�\\�\ ��'� • � GRADE L PE TO � � �I 36 PE COVER-�� AIR RELEASE: r: Z C14 * I I APPROVED -� '• CA DRAINBOXVALVE AS AVEL GR R °: -DEPTH OF DOVER - - i3Y IRCDUS SEE NOTE N0. 2 PRESSURE MAIN ., ' *" VENTILATION n MAXIMUM WATER + = 4" MAX FOR ACCEPTABLE 4` -0` ( MIN) ��. POLYETHYLENE TUBING �O o i�LAYERX DEFLECTION CENTER A FULL LENGTH OF PIPE 2" DiAMETR •i'.', ro A LEVEL ALLOWABLE 1: ENCASE AS REQ'D- AT THE POINT OF CROSSING STAINLESS STEEL t �t r DURING CONSTRUCTION AT 989" 2" DIAMETER � ::: ; . rrLuDA� LrnLm CROSSING - DM=CN TYPE NIPPLE ELEVATION STAINLESS STEEL r NIPPLE FINISHED GRADE 3/4" DIA BEDDING ROCK --""� OR PEA ROCK WHERE 12 I PIPE 1 12" UNDISTURBED 2" STAINLE STEEL +' 'V: CONDITIONS REQUIRE OD SOIL NOTES SERVICE SAAPDDL' ''+ 2" CURB STOP 3 TRENCH WIDTH 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER W SPECIFIC ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE -I- CROSSING BE ALLOWED. .� ELEVATION 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM PROVIDE OFFSETrz goo JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COAiED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. CUT OUT WR OD .+ V NOTES (2 COATS MINIMUM) OF MAIN 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. t v 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE %A. 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 1/2 CUBi(J YARD PLACE OVER PIPE IN VALVE LOCATION APPROVED METHOD OF CONSTRUCTION. ELEVATION 2. SHEETING WILL BE REQUIRED AS DETERMINED iN THE FIELD. UNE CROSSING WITH A LENGTH OF PIPE. THE PIPE SHALL SI CENTERED AT THE POINT OF 3/4 GRAVEL OR 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. CROSSING, SO AS TO LOCATE JOINTS W A POINT OF CROSSING, AND TO LOCATE THE JOINTS DRAIN ROtdK WATER MAIN/WASIEWlATER MAIN AT A MAXIMUM DISTANCE FROM THE WATER UNE. NOTES 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 58. ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION NOTES REQUIREMENTS BE WAIVED AND ENCASEMENT BE UTILIZED BETWEEN WATER MAINS AND 5. TRENCH WIDTH W" =PIPE O.D. PLUS 2'-B" • FORCE MAINS. NOTES - 6. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER 6, SEE TRACER WIRE DETAIL M-14. MAIN 1' BELOW SURFACE. TAPE TO BE MARKED- CAUTION: WATER LINE 7, ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. BELOW", CAUTION: FORCE MAIN BELOW". OR CAUTION: REUSE WATER MAIN EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. BELOW". TRACE WIRE SHALL ALSO BE USED GONTiNUOSLY ON ALL PIPE. PERMANENT ABOVE GROUND STRUCTURES (I.E. WADS, TREE TRANSFORMER PADS, ETC.) IRCDUS. (SEE DETAIL M-14). AND A MINIMUM HORIZONTAL SEPARATION EQUAL To FOUR 4) FEET FROM ANY 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND OF WAY OR WHEN REQUIRED UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION MAiNS 2• AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND 7. ALL RESTORATION IN EASEMENTS OR RIGHTS PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, RE -USE MAIN VALVES. ONFORM TO IRCDUS ETC)' AIR RELEASE VALVES TO BE PLACED ON EiTHER SIDE OF THE 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' BY OTHER JURISDICTIONAL AGENCIES SHALL 8. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION SPECIFICATIONS OR THE OTHER JURISDICTION L AGENCY SPECIFICATIONS, EQUAL TO TWO TiMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM CROSSING. PRODUCTS UST. WHICHEVER IS MORE STRINGENT. THE TOP OF THE BANKS OF ANY BODIES OF WATER (I.E. STORMWATER PONDS, CANALS, ETC) 3• SEE TRACER WiRE DETAIL (M-14) 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM HORIZONTAL SEPARATION OF 10' EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAX (UNPAVED EASMENTS) (AUTOMATIC - WATER / SEWER) PERMANENT TRENCH DETAIL UTILITY CROSSINGS AIR RELEASE VALVE DETAIL LAND MARKER M-1 $ ASBUILT 8" f ' PLUG M_15 M 18� \ ++ T.O.P. RL.0At G INDIAN RIVER COUNTY Q gm A MINIMUM TEXT SIZE DEPARTMENT OF UTILITY SERVICES PRM SSBUILT 8" P.V., R -B TURNS 1/8" SHALL BE REQUIRED AS -BUILT REQUIREMENTS FPA. 0+37 ON ALL ASBUILT SURVEY'S D.P. as 4.40 BUiLT' located 10' ROADWAY 10' �- J R/yy 1. All as -built drowings (24"06' shall state in 1" lettering 'AS-P�s, along with ttfllE.LN in the bottom right hand side of the drawing original and/or copie aaNSIl 101 NM EMM ASBUILT 8' 90' BEND the as -built date. PAVING STATE PLANEMOIAIMW COCOORDINATES KNM STA 0+68 CASING VENT- AN0 LNow a1 � r.oP CLL 4 4x 2, Ail state plane coordinates shall be based on the Florida state Plane SEE M-13 ASBUILT 8' FORCE MAIN twork ( ) PAVEMENT -v . +_ Horizontal data (East Zone); or Florida High Precision Geodati: Ne. 4 ASBUILT 8" 22 1/2' BEND (superstation) and NAD 83/1990 - final adjustment. 0 MMM ,••••, .. F.Y. UNDER ir.Y. - - p� 3T/. t+f6 OFTSJr 7'R 1' ROCK BASE "'•••�-��•'---.'"",i trylsNCAssyaNr � r.o.p CLL gee W.Y. T.O.P. CLL. 6.44 C STA. fxs+te (16' L) 3. All elevations shown shall be based on 1929 NGVD. 36" MIN AIR RELEASE ''-'- ASBUILT 8" 22 1/2'BEND Far. VNDZR Sff. S. ( ) STI. f+88 aP7'SET 7'R F.Y. F.O.P. CLL. 6.50 VALVE OVER W.M. T.O.P. az 6.68 SAN, s ro.P. CLL. 6.40 4. All Incoming as -built drawings (24"x36'7 shall be received on 6 CO. as an I(MIN) STA. 1+35 4­111 ASBUILT A.R.V. TAP copy, AutoCad 2000 format with a tie to a minim m 8f two (2) - - W.Y. T.O.P. CLL. 6.4s electronic co , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STA. t+xe orrsar 7'R r-ASBUILT 8" SLEEVE state plane coordinates. (NOTE: Prior to submitting the ele�tronjc copy, one STA. 1".25 (IS- LEFr) 1 co of each as -built shall be submitted for review and a fPval• After - 3' P.V. T.O.P. CLL. 5.32 {) PY PP signed and 11' R -f/4 TORN all approvals, a (24"x36'7 Mylar reproducible along with five 5) sig - - - - - - - - - - - - - - - - - - - - - - - CORNER sealed copies of each cs-built shall be submitted.) STA. 8+76 �x OF BLDG. minimum of P.M. UNDER TEL R/yy 5. All engineering or surveying as -built drawings shall be tie to @ DUCTILE IRON TO EXTEND DUCTILE IRON M.J. Far T.O.P. CLL 6.36 ' a to a ONE LENGTH MINIMUM CLASS 52 PIPE ro TEL. CLL. 6.x6 -� ;° one (1) permanent reference monument (P.R.M.) that shall be tied g minimum of one (1) section comer or one-quarter (1/4) section corner ELEVATION R/W whicfiever is closest to the project. State pians coordinates shall �'e PhYsically 1 PREP. ur£ Zr shown on the drawing next to the P.R.M. used. T- 3+JO T ! :nl ll U p CARRIER I STEEL CASING I MINIMUM II 1 6. All utility as -built construction located within the rights-of-way, easements c� '�I o PIPE SIZE WALL THICKNESS f 121+00 122+00 123+00 "I q°' and alike shall be tied to the respective rights -of way, easerlent@, etc., every I vi = vi z N 1111 1 1,000 feet and chane of direction. 4" 12" .188 -{' 8" SAN. ) ASBUILT 8 P.V., 9 (0 � ro 3 rn \ 6" 14' .250 EXISTING -� Q .4- 8" 16" 250 STA. t pR74 7. All utility as -built construction plans that are located withr`t a distance of `� T.O.P.EL. 4.40 one (1) mile from any Indian River County Global Positioning Sys(@m (G•P.S.) W 10" 20" 250 control project monuments shall be tied into the project from on@ (1) on-site Y 12" 24" .250 16" 32' 375 Permanent Reference Monument (P.R.M.) subdivision Comer, or sit@ Plan project Q Q -Z4.I comer. Q V Q 20" 40" .375 NOTES 1. ITALALICIZED PRINTING, SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION 24" 48" .500 TO BE PROVIDED BY THE ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE B. All as-builts shall clearly depict cs-built utility lines that were Fonstructed 30" 60" .625 (MYLAR) ASBUILT SURVEY DRAWINGS; ORIGINAL ASBUILT SURVEYS TO BE SIGNED,along with their respective easement (if required). As -bunts will Pot be Hop ~o- 36" 72" 625 SEALED AND DATE[), AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL ALSO " d" have been T Z a o rm N 42" 84" 625 BE PROVIDED ON A, CD IN AUTOCAD 2000 FORMAT OR LATEST VERSION. accepted unless the verbiage Proposed" and/or or "To Be cons :ruct� w W Q 0 3 w 2. BASELINE OF CONS-TRUC11ON & STATIONING OF ITEMS TO BE ON THE CENTERLINE revised to read "AS -Built". As -built Construction drawings w h to be W w o � a o W 48" 96" .625 OF THE ROADWAY, constructed terminology, will not be accepted. 9 `� a a a_ o Z a � N 3. TOP OF PIPS ELEV/�'�ONS dt�ATIp�ING Tp BE TYPED, ��JLSTEDgLED w a « SUBMITTE FOR THE ENGINEER TO LOCATE THE AIR RELEASI VALVES AS z o 8 0 O D m o 5 CONSTRUCTION PROCEEDS. 9. All as-builts shall be certified by the project engineer or .,ontrPcting � CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO surveyor. o W = _ a Z�`' W 3 NOTE CLOSE EACH VALVY'4. w o w w a -' w it 1. IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE 5' CONTRACTOR I D N M liOVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS a 3 3 3 ER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. 10. All projects, which utilize lift stations, shall specify on plans 80 to whether ` / ADJUSTED ACCORDINGLY. 6, ASBUILT UTILITY UNES SHALL BE SHOWN WITH A WIDER SOLID UNE. EXISTING or not subject lift stations are to remain private or are to be dedicated to the UTILITY LINES SHALL, BE SHOWN WITH A THIN DASHED LINE 7. ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE county. / PARCEL ID III INDICATED IN PLAN. 11. All fire hydrants and valves shall be located with state plane Iroordinates CASING INSTALLATION and shall be identified on the as -built. r,. CID DETAILS AS -BUILT DRAWING 12. All as-builts shall be complete and approved before commencement of U 0+. (EXAMPLE) field test. c M -C 0 CA M_2 M-5 M-8 MQ 10 M-13 M-16 M -18A F- •Q z TRENCH WIDTH ASPHALT sweEAce FN4fD GR A FINISHED GRADE INDIAN DEPARTMENT OF UTILITY SERVICES Z COUNTYLL _ L. --36' SQUARE I I ,�� TRENCH WIDTH 'IM + 4' MIN .: r:ay\�/ \ \ SURVEY REQUIREMENTS cep MECHANICALLY _ = _ -fl ..�� •=:" 180' RETURN BEND CONIC. ENCASEMENT 6" MIN. ' 00 U FA EXISTING SURFACE RESTORATION 6' 1. All Construction and/or Route surveys shall meet the Q o PAVEMENT I EXISTING BETWEEN OUTSIDE DIAMETERS minimum requirements of the Chapter 61G67, Florida \ I IN 1 BASE .. " • STAINLESS STEEL OF PIPE (fiYP.) W o W J v t (t) - 30 I 1/2" PVC 01A"ETMx 3" PIPE Administration Code Pursuant to section 472 of the Florida Q o m Q .. :. ' I �'.: " CoN71NUOUS AIR RELEASE AND FITTINGS INSECT SCREEN 316 STAINLESS STEEL t Statutes. . , i r . • aN> h) VALVE I w"o MANEM KU - //'/ PAD P1o� cJ I -� SEWER 2. All state pians coordinates shall be basad on the Florida O Oz 0 W WATER MAIN I v caNtlNuOus State Plane Horizontal data East Zone); or Florida High VE Bp SUDETYPE • � ( ) 9 � z W BASE VALVE BOX TYPE ITYPE 11 t �` SECTION A -A Precision Geodetic Network (superstation) and NAD 83/1990 - O > C4 REPLACEMENT $ DUCTILE RON STAY --PUT COVER trnUTY 01HER final adjustment. 1= DETECTION TAPE / / / / / / / / / / / / LIMEROCK BASE POLYETHYLENE RAISED LETTERS MARKth Y STARRESS \'if THAN SEAM Q T- W (SEE NOTE NO 8)� / / / / / / / / / IN 3 LIFTS AT CURB sroP BOX 'WATER.' "SAN• s=NER' art STEEL tNPPLE 2 DIAMETER PLAN VIEW SA>VISTEMWER 3. Ail elevations shown shall be based on 1929 NGVD. 0 � (� � 'RET>sE wAmr As APPi) 06 STAINLESS STEEL /--BRASS VALVE IMUCATOR NIPPLE PARTIAL ENCASEMENT CONCRETE Z 0 O 1 \- Tar au�e ,u� ar < ta1CASEMENT 4. All incoming route construction survey drawings shall be W 1 - (SEE (MAX) LAYERS OR (SEE NOTE 6) / ..: = : OF N - P- OTHER APPROVED METHOD 1iN i T L1Q0 Z received on a CD, as an electronic copy, AutoCad 2000 I z'-0" MIN. format, with a tie to a minimum of two 2 state lane 10 ACWEVE 98X COMPACTION �i ""1 ~ �~ 2' STAddESS STEEL 2"STAINLESS STEEL CASINO PIPE (DIP FL�L-rn'I {) P Q r I 24 (MAX) '+�DOUBLE I I I WATER - a - coordinates. (NOTE: Prior to submitting the electronic copy, CO L, (n N MAXIMUM WATER LEVEL 3 �� 47 MAX , : r ../,• . ; SERVICE SADDLE � CURB STOP I OFFSET WITH BENDS -----'DRILL OR THREAD OPENING, MAIN �\ � WATIER MAIN " " Z O � - j e'OOOMMM AS REQUIRED \ I one (1) copy of each as -built (24 x36) shall be submitted ALLOWABLE DURING reR y� LAYERS 1 _:.•• :', _ '�G� 7> N WELD CONNECiTON, OR WA117t UNE 10 Z LiYAu 6" 13E OVER TOP for review and approval. After all approvals, a (24"x36'7 Mylor L CONSTRUCTION :: v • `/ AT 98% • • P ERE CONDITIONS SADDLE AS REQUIRED J - a OF SEWER UNE reproducible along with five (5) signed and sealed copies of i� IWiJ O 4' :y :.'� E I r-_1 TYPE II 4/ THPERMIT i WHERE POSSIBLE _ < �f each as -built shall be submitted. Q Go 3ODIA BEDDING ROCK(� ►Tn NLAT OR ABOVE F OF GRAN U R"PEA ROCK WHERE 12" PIPE 1Y _ UNDISTURBED SOIL TO WRAP WITH ! ' �, MAN A - A A A M CO m OD FILTER CLOTH NEOPRENE BOOT WITH 5. Ail construction surveys shall be tied to a minimum of one L.LI Z CONDITIONS REQUIRE t - + + {- �--� -- STAINLESS STEEL STRAP-- (1) permanent reference monument (P.R.M.) at the end of W w W TRENCH WIDTH PROVIDE lJ(TEN51 e LL ` i each project. One P.R.M. shall be tied to a minimum of one v N ,W. ELEVATION AS SHOWN ! \-,E„ onnv ruI I > N TRACE IMRE ELEVATION / ,� P, ,,,�„ (1) section comer or one-quarter (1/4) section corner 1� I II CLASS 1 CLASS 2, whichever is closest to the project. State plane coordinates \/ e E � WATER MAIN/WASTEWATER MAIN MM I It shall be physically shown on the drawing next to the P.R.M. .S. NOTES _. . �N) n ENCASEMENT DETAILS used. -� j ZQ - NOTES 1 If N.T.S. 6. All surveys that are required for the use of engineering = � 25- 1. - 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE - ELEVATION 1414 AVOID NOTES design, and are located within a distance of one (1) mile from (n Z N 1. AUTOMATIC AiR RELEASE VALVE TO BE LOCATED ONLY WHERE �LAgM N�MUM ER c any Indian River County Global Positioning System (G.P.S.) APPROVED METHOD OF CONSTRUCTION. COND111ONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE OF .201SQ iIJ/F �s �XN'fY MAIN � 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN control project monuments, shall be tied into the GPS 2. SHEETING WILL BE REQUIRED AS DETERMINED M THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXITING MATERIALS IRCDUS. k SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED monument from one (1) permanent reference point or the .,J r' -'I AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2 MIN. 11 IK. 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 AASHTO T-180. 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. ALL ROADWAY RESTORATION SHALL COMPLY iMITH 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. V PUBLIC WORKS FDOT STANDARDS. 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS CROSSING. NEW STEEL CASING 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES 3. SEE TRACER WIRE DETAIL M-14. 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ELEVATION OR P.E. PIPE 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER 7. TRENCH WIDTH *W" PIPE O.D. PLUS 2'-0". (SEE M-11). 4. IF FORCE MAIN IS 6" OR LARGER A 4" TAP AND AIR RELEASE VALVE ECONOMICS PROVE THEM TO AE THE ONLY VIABLE SOLU110N AS APPROVED AS A MINIMUM. 8. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER 3. LOCATE MARKER BALLS ARE TO BE PLACED ADJACENT TO ALL VALVE SHALL BE USED. BY IRCDUS. MAIN V BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BOXES. 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 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. GRAVITY WASTEWATER SYSTEMS. ITS ENTIRE LENGTH. BELOW". TRACE WIRE SHALL BE USED CONIINUOSLY ON ALL PIPE. (SEE W-1). 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER (SEE DETAIL M-14). 3. REFER TO M-12 FOR CASING SZE. 4.' WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT -BLUE IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. SEWER PIPE) AND A WATER MAIN (OR FORCE MAIN) THE WATER LINE (OR WATER MAIN VALVE - WHITE RI-"_Ot1ESE MAIN ALVEVALIE - PURPLE AIR RELEASE VALVE DETAIL FORCE MAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. (PAVED AREAS AND SHOULDERS) 4 ABOVE GROUND JACK AND BORE TRENCH DETAIL VALVE AND BOX (AUTOMATIC - WATER/WASTEWATER) CONFLICT MANHOLE (CASING VENT) UTILITY ENCASEMENT M -g M-6 M -8A M-11 M-14 M-17 FINISH GRADE \NST LOCATE AL1. ATETER BOlO•S EDGE OF 24' X 24' X 6' THICK FiBERCRETE PAD AT 12 CARRIER PIPE LOCATE rAP� EACH VALVE BOX (SHALL BE 36'x 36' F • Yi../r LOCATED M TRAFFIC WAY) _ ^ (ALL RESTRAINED ,- " + _ IDENTIFY UTILITY S.S. NIPPLE (TVP.) 4" STANDARD THREADS ) (n,P) v\ -CO E1 ST DEo �E (WATER OR SEWER) 2'0 CURB BOX r - LEVER ACTUATED VALVE TO HOUSE TRACE WIRE 0 2'-6" 5'-0' - 5'-0" t 5'-0' 2'-6" STRIP 4• (MM) ELEVATION -SERVICE DETAIL 1 (ROADWAi)/G-RADE (SWALE) 2" MIN. (WASTEWATER) WiTH DUCTILE IRON LID RESTR %INED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER I STRIP 4• MINIMUM o N0. 3 CONT. S CONCRETE 0/.{X PIPE D. I. P. J P. V. C. PIPE 4" OR LARGER I f �• VALVE BOX NO 3K CONT. I I I I I DIAMETER ( �) 9a' 45' 72+x` 71 +,{ 9a' 45• 22t 11 �(` a 4' e" s• iO' ta" se" ao" se so" DIAMETER FORCE MAIN O 1 (WATER) \ STRUT - s` 37 15 17 s• 47 27 17 5 s- o o. 0 0 0 0 0 0 0 0 SIDE VIEW p A '� EL WITH 2 BRONZE FLANGED TEE WITH THREADS FOR CONNECTION TO AIR RELEASE VALVE LOCK -WING PLUG 4" 3e 15 10• 6' S5' 25 15' 10' t 47 0 0 0 0 O 0 0 0 0 PLAN VIEW CU. YD. 3/4' CURB -STOP 1 e" 55 25• 17 s• 67 35 27 t7 ts' so' 45' 0 0 0 o O o 0 0 CASING INSULATOR WiOH RUNNER HEIGHT TO s TWISTS v (WATER) AVEL OR BE LARGE ENOUGH, SO THAT IT DOES NOT ®c 2? CRUSHED ROCK DUAL H -METER BOX Yr TRACE MIRE HOUSING CDR SYSTEMS INTERFERE WITH THE PIPE RESTRAINED JOINTS sttp 2 WITH CAP .+ s" 05' 30' iV 10' t10' 4W 20' 10' e" 75 7V 47 0 0 0 o O 0 0 2' BRASS/COPPER CONCRETE/POLYMER BOX (TRAFFIC BEARING) io" txt 35' 20' to' 110' txr 25 16• to' 05' txr 77 40' 0 0 0 0 0 0 0 4" MINIMUM to 5WRAPS �r� %� �T':: �• %� V' WATER MAIN WASTEWATER MAIN 18' 95' 47 2W 10' 130' 55 37 t5 18' 12V T1s• 100' 75 47 0 0 0 0 0 0 STEP 3 is, 120' 25• 15 1657V 35 27 1e" 150• 155 140' 125' 100' 77 0 0 0 0 CONTINUOUS /10 STR►)RDED 2' BRASS/COPPER 60' STAINLESS STEEL SOLDER COPPER TRADE WIRE DOUBLE STRAP go* t57 e5' 30' 15' 200 e5' 47 20' M* 200 las• 1e5 177 t57 t37 75' 0 0 0 4" OR LARGER o NUTS & BOLTS I �J SERVICE SADDLE ( ) 2" CORPORATION STOP WATER L34" 160' 7V 35 20' 21W 90' 45' 25• Be 157 15V 150' 140' 135' 127 90' 60' 0 0 ro BRASS FORCE MAINMY + STEP 4 / PLUG VALVE (WASTEWATER) NDtCATOR EXAMPLE ° MID EACH J HALF SIDEHrrCO a0" 190' S7 40' 27 250' 105' S7 25' M. 105' 100' 165• 160' 177 IW 120' 105' 70' 0 BELL EACH EACH SIDE of STEEL CASING PIPE MAIN LINE SPLICE DETAIL BELL ALL VALVES Be 220 t►s 45 25 0 0 0 0 W. 225 220' 215. 210• los' 195 160. 150• 125 77 PLAN VIEW FLANGED TEE WITH FLANGE FOR CONNECTION TO AIR RELEASE VALVE CARRIER PIPE ELEVATION -VALVE Box DETAJI 4W 24e 106' So• 26' 0 0 0 0 473• 24W 240• 255' 230' 220 220 205' 160' 155 toy ISOMETRIC VIEW MAIN 48` 250' 127 67 37 0 0 0 0 4a" 255 250' 24W 240• 235' 230' 21V 105' 175' 125 WATER MAIN/WASTEWATER MAIN RESTRAIN D LENGTHS FOR DEAD ENDS AND LEM07H OF RESTRAINED JOiNT FOR LARGER DIAMETER PiPE DETAIL NOTES �����L�--����--��++ BRANCHE : FROM TEES SHALL BE THE SAME NOTES SECTION A -A u�`y AS FOR 90' BENDS NOTES1. TRACE WIRE IS REQUIRED ON ALL PIPES. 1. AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL 1. IF FORCE MAIN IS 6" OR LARGER A 4" TAP AND AIR RELEASE VALVE 2. INCLUDE ALL COST OF MATERIAL do LABOR IN PRICE OF PIPE. POSITION AND PLACED AT SUMMITS IN THE SYSTEM, 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL SHALL BE USED. NOTES 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER TRACE WIRE 2, COAT ALL EXPOSED THREADS WITH A COAL TAR ENAMEL. GREET! FOR FORCE MAINS 2• SEE M-8 FOR AIR RELEASE VALVE DETAIL 1. NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. 4. ALL SPUCE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), WRAP W/3 ALTERNATING LAYE3iS TAPE, COVER iN1H WATERPROOFING COMPOUND AND 3. VALVE BOXES TO BE TRAFFIC BEARING. PLWME FOR REUSE WATER 3. SEE TRACER WIRE DETAIL M-14. HEAT SHRINK WRAP. 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 2. BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. OF VALVE LOCATION AND DESCRIPTION. (SEE EJ(AMPLE) , MECHANICAL RESTRAINING JOINT, FLANGED TEE FOR ABOVE GROUND JACK AND BORE TRACE WIRE ( MANUAL) SCHEDULE AND NOTES VALVE BOX PAD AIR RELEASE VALVES (BLOCKING DETAIL) DETAILS AIR RELEASE VALVE DETAIL L 7. Horizontal Control Monumen#ation for utility lines shall be a minimum of two (2) points at a maximum of 1,400 feet between points and shown on Eli plans. 8. Vertical Control (when required) for linear utility lines, such as sewer, shall have a maximum of 1,100 feet between existing construction or established benchmarks. GENERAL INFORMATION TO BE SHOWN ON AS -BUILT AND SURVEY DRAWINGS 1. Existing right-of-way limits and/or easements within the limits of construction. 2. Survey baseline stationing every 100', control points set every 500', and at angle change of direction. 3. Show cross section elevations at grade every 100' for gravity sewer line construction and 500' for water line and force main construction. Elevations that reflect any significant change in grade between the previously stated footage shall be shown on plans. 4. Existing parcels, tracts, and lot comer locations shown with front footage dimensions per plat when platted. If construction project is along back of lots, then show back lot dimensions. 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD. 6. Existing utilities as located in field (water, sewer, telephone, electric, cable N, etc.) (NOTE: Sunshine One to be contacted by surveying firm prior to survey locate; with the intent of county excavation.) 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 8. Existing curbs, driveway widths and types. 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations.) 10. Existing swales and/or ditches and elevations every 100' at top and bottom if within area of construction. 11. Existing fences. 12. Existing trees and/or shrubbery. 13. All other non-movable items such as mailboxes, flag poles, etc. 14. All street names. I\ 10:� J Z Q QZ 0 O Z Q Z J FICA110N� JOSEPH W. SCHULKE FL n NO. 47048 0J09AH Ell BITTLE REG. . 7396 ❑ WAM ' ST D REG IND. 6 5 TEM2pCIE. H.ET 7 PR J CT NO. - 167 J Ld Ld 0= LLJ zCf) C/-) Ld M -18B < Ld � U � z M I\ 10:� J Z Q QZ 0 O Z Q Z J FICA110N� JOSEPH W. SCHULKE FL n NO. 47048 0J09AH Ell BITTLE REG. . 7396 ❑ WAM ' ST D REG IND. 6 5 TEM2pCIE. H.ET 7 PR J CT NO. - 167 J REFLECTIVE HARKER Mi R/W (TYP) / 0 a X�z., - REFLECTIVE VALVES TO BE LOCATED MARKER OUTSIDE EDGE OF UNPAVED RnADS - ROAD - - -i- - - - ROAD - MAXIMUM x MAIN UNDER DISTANCE CONSTRUCTION 12' I I F.H. VALVES SHALL TYPICAL VALVE LOCATION ( BE LOCATED FOR UNPAVED ROADS I ADJACENT TO TEE OR CROSS INDICATE DISTANCE FROM RIGHT OF WAY (TYP) -REFLECTIVE MARKER NOTES 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000 MAXIMUM. 2. A MINIMUM COVER OF 36" IS REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE CLOSEST TO THE HYDRANT. 4. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 5. ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 6. ALL MAINS LESS THAN 10' IN LENGTH AND LOCATED BETWEEN FITTINGS SHALL BE D.I.P. 7. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE WATER MAIN VALVE -WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE LOCATION DETAIL (VALVE AND FIRE HYDRANT) FOUR H.V.RANT GUARDS AS REQ D BY IRCDUS 6" ANCHOR COUPLING SEE NOTE 1(BELOW) 7 M.J. r ,i / MEGA -LUG RESTRAINT \ // 90' \ / ✓c[[[ OR EQUAL r GATE VALVE pp\Ja ANCHOR TEE FOR 6' MECHANICAL JOINT VARIES 6" (MIN) PLAN VIEW WATER MAIN PUMPER NOZZLE - FACING ROADWAY „ VALVE BOX ACCESS GRADE N i • $ 04 6'GATE VALVE 6" DIP PIPE �+ + 1.5 CU. FT. . .�'�'1'G/\'��!��C qd� \I'w /ice//?� CONCRETE -6' (MIN) ELEVATION sal WATER MAIN `lr METERS SHALL BE LOCATED IMMEDIATELY r►s4 N-7 / ' LO FLOW METERW-�-� INSIDE THE RiGHT-OF-WAY UNLESS ■� , -FLOAT SNITCH CABLE (T0 CONTROL PANEL) M-12 OTHERWISE DIRECTED BY IRCDUS r or M-) --HIRE (TO PLUG VAI.VE WITH ELECTRIC ACTUATOR) -PRESSURE GAUGE APPROVED METER BOXES eAOTLDW PREVVTIER7 / �3. W aFP GRATING (SEE W-1 2A 10) 90' ANGLE LOCKING CURB STOP SHAH BE POLYMER Tat FLOAT ETCH (EMERGENCY CUTOFF)DOUBLE CHECK VALVE TO ACCOMMODATE 5 8 0x3 4 O METER CONCRETE & FIBERGLASS z , DaEO GRAD OVERFLOW SENSOR ETRITAPE 2" GATE ) 2' SCH 40 'Tee' ( �" ) " � FOR DETAILS OF LINE 2 0 PREPUNCHED � t2) CORP sraP -em VALVE TYP FILLING SEE W -12(A) BEND &PIPE MAY HIGH WATER LEYEI 2" METER OR "Wye" {TYP.) 1-. 11C' OR 2' HOLE FOR TOUCHTONE BE USED FOR FULL - - + { _ \` CORP STOP METER UD FLOW FLUSHING ROA WAY FINISH l�D�E it EXISTING MAIN - �� I7 J - 2'-0" Y-0 a � PAD � ` \ LAKE OR POND INFLOW PIPE �- `f ,b C5) ra.ET GATE WOES er-fm aF,w \ \ _ P z -� o_ \r\\ 12" - (( / i i / / 2" SERVICE + ( PLAN VIEW �y\\�\� /i\��/��\`�\�.�\i` SADDLE 'co iv EXISTING GRADE jjj UGATED ALUMINUM CULVEriT 2'x2' PREFAB CON CRUSHED STONE (LENGTH VARIES) ARKER BALL .---- CUSTOMER RESPOIVSIBMY IRCDUS RESPONSIBILITY -�- BOX CULVERT IN UNE DUAL + CHECK BY IRCDUS L NEW WATER MAIN FI FVAT10N - STILLING WELL l Z METER n�Nae x PE REINFORCED CONCRETE Z ONSERVICE (SEE NOTE 5) 45' BEND (TYP PIER EXISTING OR NEW- LIMITS OF FLUSHING _ aO n=r e) (,w) y CORP STOP M /PLNGG SLEEVE SERVICE TRACE WIRE GATE VALVE °�'tl'K0°) WATER MAIN -STAINLESS STEEL + + 45' BEND (RJ) (�) DOUBLE STRAP ELEVATION ' 410' SERVICE SADDLE ' () 1 - - NOTES ELEVATION 'r 'r EwsnNc GRADE / vu�s vim\ ��. T Q v DiRECTiON OF FLOW �n /\ / / / \/ ' / / / HIGH WATER LEnh1 �' o 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER. �.p .\/l . ' 2 \.' / / v r r TiE-1N VALVE TO BE O � r\r�ii /i\/i / r /\�'/y// . - 'fir vi = vi z ci 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. # MEGA ux+ ; 01 b r/�i/ fir v r� CLOSED AND LOCKED 2' SERVICE DOUBLE I 3 m 3 / / /�//�y \a / SADDLE SS (TYP) 0 < \ 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES SHALL BE - ' / / r / / / N �% ¢ �t ' » � \ \ r / / .�\�%r�\ �`••.� )�i`���, � NEW WATER MAIN � O A MINIMUM 1-1/2"0, TRIPLE SERVICES SHALL BE A MINIMUM 2 0 AND QUADRUPLE PVC a S/�/�/ j i��/c./i\�� . \\�y\ LAKE OR POND 2 Z SERVICES SHALL BE APPROVED BY IRCDUS. NOTES r 4. 1"0 & 1-1/2"0 LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 2"0 LONG ux+ er-PAW NOT SWWN FM cwarc j . CONTINUEI ^,�' T . \�\/� \ EXISTING WATER MAINBETWEEN PM MM commn Q e W SERVICES REQUIRE A 3" MINIMUM I D CASING PIPE CASING P10E SHALL BE SCHEDULE 1. A FULL LiNE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS ELEVATION oa PIPE>ae>ErE fir\ vi` \ '' r/\ ELEVATION a; w 40 P.V.C. ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED AND TESTEDCZ No. 4 STRAP AROUND BEND !.\\r�\�/i / /\ 'r//!/�\��/!��\/� PIPE MATERIALS~ O C� O " 5. ALL METERS 2 0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF WATER. OF 200 PSI, "TYPE ,\\�/��/�/!�y// CONCRETE THRUST etOgc \%�i AND A LAYING CONDITION 2." ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. a� w MANUFACTURERS' PRODUCT UST FOR METERS GREATER THAN 2"0. 6. 2, A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE FLUSHING POINT.NOTESELEVATION THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. -DISCHARGE PIPE NOTES TE S P a WZ�Na" how w W o 3 PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL INSTALLEDBE N LOCKINGPDWATER 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. - POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, o a ACE CONNECTIONS ATTHE TIMEOF ACTiVATINGALL WATER MAiNS OR ATSUCH MES DIRECTED BY IRCDUS. 4. INDIAN RiVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OF A 48 HOUR NOTICE BY THE CONTRACTOR 2. FIELD FABRICATED FLANGES ARE UNACCEPTABLE. 3. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. NOTES 1. TiE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. = o Z 3 W Q zo�oQowaz�w�ag 7. CURB STOPS SHALL THE SAME SIZE AS THE METERS THAT ARE INSTALLED. SHALL BE PRESENT FOR ALL FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED PAINTED AFTER M 2. ALL LINES TO BE FULL PIPE FLUSHED. W a Z W Q S 8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24" FROM W r-- INSTALLATION. (SEE APPROVED MANUFACTURERS' PRODUCT LIST) 5. BY-PASS PIPE DIAMETER SHALL BE SAME SIZE AS MAiN PIPE. 1. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE (522C). 2. PROVIDE A PLACARD WITH THE WORDS "RECLAIMED WATER IN USE." 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. �w�oU=��i ZW�a a 33 w 0 N 3 w W a SJ JOINTS - JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. WITH A.W.W.A C-111.(ANSI \ SURFACE. L0 ; FITTINGS Z ¢ _I LL - ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 W Z S2 m 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2"0 METERS. FLUSHING MASTER METER .. ACCORDANCE WITH ANSI SPECIFICATION B16.1 FOR CLASS 125 FLANGES. BOLTS SHALL NTH TH ANSI SPECIFICATION B18.2 Ld v v W NN - JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACCORDANCE WITH Q Y j RESTRAINING SCHEDULE ON THIS SHEET, OR A MINIMUM OF 60 LF OF RESTRAINED PIPE ON EACH SIDE OF A VALVE OR REUSE PIPE TEMPORARY WATER SERVICE CONNECTION COMBINATION ASSEMBLY DISCHARGE DETAIL JUMPER CABLE U z - SHALL BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION, OR AMERICAN DARLING B r , J ti W S -84-B, COMPLYING WITH AWWA STANDARD C502 r. - SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS. 2 -2 1/2" HOSE NOZZLES AND 1 - 4 1/2" PUMPER NOZZLE V ♦ C3 W-2 W-5 W-8 W -12A MARKING r1o� ""! NOTES HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. 1 P OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE q OF THE NEAREST ROADWAY OR FINISH GRADE. 2' ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU 3. OF ABOVE. 4. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 5• ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 6• ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL 7• ALL NUTS SHALL BE STAINLESS STEEL 8' MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE MUST BE CLEAR OF SIGNS, TREES. SHRUBS, TRANSFORMERS, U11UTY 9• POLES, ETC.) HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF 10. THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. FIRE HYDRANT DETAILS + 1 GATE VALVE ELAN VIEW GRADE ROADWAY GRADE (SWALE) VALVE 2" LOCKING . (MIN) BOX /PVSTOPLG APPROVED - METER BOX . 24"x18' (MIN) COMPRESSION • . I • • . • t CUBIC FOOT FITTINGS314' GRAVEL OR • CRUSHED ROCK �R.S.G.V. Y POLYETHYLENE RESTRAINED PLUG (M.J.) 2" CORPORATION STOP NOTES I1ORIZONTA DISTANCE EQUAL TO DEPTH OF COVER ELEVATION W-3 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED BY IRCDUS. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 2" BLOW -OFF 2 -0 VARIES 1-1/2"0 P.E LOCKING I I NOTES: SERVICE LATERAL `CURB STOPS METER BOX ` .1 DOUBLE DETECTOR 1. A temporary jumper connection Is required at all connections between existing active water mains and proposed w (METER NOT SHOWN) VICTAULIC CHECK VALVE new water main improvements. 1"0 P.E. �o COUPLING ZI SERVICE + j Fu 2. The Temporary Jumper Detail (W -12A) is to be used for filling any new water main of any size from the • z ?7-I LATERA. �- �I j ,r i i existing active water mains and for the flushing of new mains up to 6" diameter (2.5 FPS minimum velocity) and oooh for pulling bacteriological samples from any new water main of any size. 3. The jumper connection shall be maintained until after the filling, flushing, testing and disinfection of the new y 2» + a t0 LOCKING CURB main has been successfully completed and clearance for use from the Florida Department of Environmental N STOP VALVE 1" CHECK VALVE Protection p g q g / BRASS COMPRESSION (FDEP) and other pertinent agencies has been received. Adequate thrust blocking and/or restraints shall WYE BRANCH 2" DUALf be provided temporarily, as required. IN LINBY-PASS METER DETECTOR BYPASS BRASS LOCKING CURB CHECKEBY IRCDUS z 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to installation STOP WITH INTEGRAL PLAN VIEW s 'o I CUSTOMER PLAN VIEW in accordance with AWWA C651, LATEST EDITION. The tapping sleeve and exterior of the main to be tapped shall METER COUPLING 2"0 PREPUNCHED PIPING be disinfected by spraying or swabbing per section Two of AWWA C651. The use of tablets is strictly prohibited. CENTER HINGED OPENING HOLE FOR TTXICHTONE w UTILITY PIPING TO DETECTOR CHECK VALVE 5. The Jumper connection shall also be used to maintain a minimum (4% -x7 -MIN) W/STAINLESS STEEL PIN METER LID a- PROPERTY UNE P pressure of 20 PSI In the new mains -�. 0 continuously after disinfection and until FDEP clearance letter is obtained. (Lr I CL 6. The Contractor shall provide documentation demonstrating that the double check backflow prevention device is in METER GATE VALVE P 9 PROPERTY LINE--,,., BOX ? z INLET GATE W/ INDICATOR good working order at the time of installation, and provide documentation that the double check backflow SLVE 1SEE NOTE v prevention device has been tested in the last 12 months, and is in good working order one year from installation 90' BEND N0. 3) iv m TIE RODS-- �(•Y,} by a qualified backflow technician as approved by IRCDUS. N `%D' v (TYP) - w 7. Except as required to flush lines greater than 6" diameter, the tie-in valve shall remain closed and shall be + + locked in the closed position by the utility company. The tie-ln valve shall remain locked closed until the new + 18' MINIMUM DISTANCE system has been cleared for use by the FDEP and all other pertinent agencies. 1"0 MIN CUSTOMER] ;;, „ .4" ;T.:..:.V:. .+ .t:..:,..f.,�'• BY OTHERS PIPING ( ) / 'E " !- f' '\� '`" / 8. Upon receipt of clearance for use by FDEP and all other pertinent agencies, the Contractor shall remove the \ \ � " a \\ /��\/ / \ �\ temporary jumper connection. The corporation stops are to be dosed and plugged with 2» brass or PVC stops. LOCATE MARKER BALI_ (WATER) NCRE ELEVATION TE SUPPORTS (OR APPROVED BY IRCDUS)9. All installation and maintenance of the temporary •-�-�-- �-�----�-• Jumper connection and associated backflow prevention device, ELEVATION fittings, valves, etc., shall be the responsibility of the Contractor. WATER MAIN NOTES 10. If the water main to be flushed is greater than 6" diameter or such length that a full pipe flush at the 2.5 FPS velocity cannot be accomplished, the following procedure shall be utilized. 1. METERS OVER 2"0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR. a) Install pressure gauges as indicated on Temporary Jumper Detail (W-11). 2. ALL METERS 2"0 AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUSb) Open all downstream valves in the new system prior to flush. 3. MINIMUM SIZE OF METER BOXES: 1"0 SERVICE (12" X 18"); 1-1/2"0 AND 2"0 SERVICE (17" X 28"). NOTES c) Flush new water main thru tie-in valve maintaining a 10+/- PSI pressure differential between gauges during 1. ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS MUST flush. 4. METERS GREATER THAN 2"0 SHALL BE COMPOUND METERS. REFER TO IRCDUS APPROVED HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON d) IRCDUS personnel, in the presence of the Engineer of Record shall operate tie-in valve to insure that the MANUFACTURERS PRODUCT LIST. THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH required pressure differential Is maintained. 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. METER BOX W-6 A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1"0 COPPER TUBING EXTENDING ABOVE THE FINISHED GRADE. THE TUBING SHALL BE INSTALLED WITH A 180' DOWNTURNED BEND. 1" GATE VALVE 10 COPPER TUBING z_ FINISHED N v GRADE 8 CORPORATION STOP WITH 0. I PLUG WHEN ABANDONED Z SERVICE m WATER MAIN ELEVATION NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. DOUBLE -DETECTOR CHECK VALVE ASSEMBLY REDUCED PRESSURE ULAN Vital BACKFLOW PREVENTER WITH GATE VALVES 9r 90 /--W.M. a FINISHED GRADE NMMOVE), \ W-9 NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 2. ALL MULTI -STORY, MUL11-FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 1 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-0" ABOVE THE HIGH WATER LEVEL 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. TEMPORARY SAMPLING POiNT (BACTERIOLOGICAL) BACKFLOW PREVENTER TEMPORARY JUMPER SCHEDULE MAIN SIZE 4" 6" 8" 8" or LARGER JUMPER SIZE 2„ 4" 6" 6" N OTES 1 *WITH THE USE OF A 2' JUMPER, A CORPSTOP WITH SERVICE SADDLE MAY BE UTILIZED IN UEU OF A CROSS AND VALVE AT MAIN CONNECTION. TEMPORARY JUMPER SCHEDULE W -12B WATER MAINS a n N PIPE MATERIALS~ LTO. i � - DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.51-91, BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A MINIMUM WORKING PRESSURE LL OF 200 PSI, "TYPE AND A LAYING CONDITION 2." ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. p 0 - LINING AND COATING (DUCTILE IRON PIPE), < _Q: 2 - UNING: CEMENT MORTAR UNED AND SEAL COATED PER A.W.W.A. C104 (ANSI A21.4-85). U t'(n - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (1) MIL W o W - - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 1 MIL DRY 0 O m THICKNESS. - POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, �z W LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-8 MATERIAL AND CONFORM Z WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. W - PVC PIPE SHALL BE BLUE IN COLOR. - 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 PRESSURE. PIPE SHALL BE DR21 AND SHALL HAVE C STEEL PIPE OUTSIDE DIMENSIONS. PIPE SHALL BEAR THE NSF LABEL FOR WATER POTABLE PIPE. ACCEPTABLE MANUFACTURERS: M J -M RING-T1TE OR APPROVED EQUAL O�V Z O O - POLYETHYLENE TUBING SHALL BE COPPER TUBE SiZE FOR USE WITH STAINLESS STEEL LINERS (INSERTS) AND COMPRESSION W r-- FITTINGS. THE TUBING SHALL BE RATED FOR 200 PSI AND SHALL MEET REQUIREMENTS OF ASTM D-2239, AWWA C-901-88 SDR 9.W f- I- THE TUBING SHALL BE MARKED WITH SIZE, MANUFACTURERS NAME OR SYMBOL, WORKING PRESSURE NSF APPROVAL, ASTM SPECIFICATION AND CODE. PRODUCTION J < � N JOINTS - JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE :2t „ WITH A.W.W.A C-111.(ANSI F_ 21.11-85). NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. L0 ; FITTINGS Z ¢ _I LL - ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 W Z S2 m (ANS121.10-87), OR LATEST REVISION. FITTINGS SHALL BE CEMENT MORTAR UNED AND SEAL -COATED IN ACCORDANCE WITH W �r AWWA STANDARD C104 (ANSM A21.4-85), OR LATEST REVISION. ALL ABOVE GROUND FITTINGS SHALL BE FLANGED JOINT, IN .. ACCORDANCE WITH ANSI SPECIFICATION B16.1 FOR CLASS 125 FLANGES. BOLTS SHALL NTH TH ANSI SPECIFICATION B18.2 Ld v v W NN - JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACCORDANCE WITH Q Y j RESTRAINING SCHEDULE ON THIS SHEET, OR A MINIMUM OF 60 LF OF RESTRAINED PIPE ON EACH SIDE OF A VALVE OR p JOINT. NO SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. THE COST FOR INSTALLATION OF MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLATION OF THE WATER MAiN. VALVES Q ti - ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH CAST IRON BODY, BRONZE -MOUNTED, RESILIENT SEATED,(j)Z CN NON -RISING STEM TYPE FITTED WITH "O-RING" SEALS. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. FIRE HYDRANTS - - SHALL BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION, OR AMERICAN DARLING B r , J ti W S -84-B, COMPLYING WITH AWWA STANDARD C502 r. - SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS. 2 -2 1/2" HOSE NOZZLES AND 1 - 4 1/2" PUMPER NOZZLE V ♦ C3 (NATIONAL STANDARD HOSE THREADS), WITH CAPS ATTACHED WITH CHAINS. - SHALL BE PAINTED FEDERAL SAFETY RED. MARKING - CONTINUOUS TRACE WIRE IS REQUIRED TO BE INSTALLED WITH ALL PIPE. SEE DETAIL M-16. INSTALLATION - 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. - WATER MAINS SHALL CROSS ABOVE SANITARY SEWER, STORM SEWERS, FORCE MAINS, OR RECLAIMED WATER LINES WITH A MiNIMUM OF 18" VERTICAL SEPARATION, OR CONSTRUCT DUCTILE IRON PIPE AT THE CROSSING SUCH THAT ALL PIPE JOINTS ARE EQUAL LTJ DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. ALTERNATIVELY, CONCRETE ENCASE W w AS PER DETAIL THIS SHEET. - WATER MAIN SHALL BE LOCATED > Q LLJ AT LEAST 10 -FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, FORCE MAINS AND RECLAIMED WATER MAINS. - 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 REVISION) SHALL BE USED. - PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6- BELOW THE z -j BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6' LIFTS TO ADEQUATELY PROTECT Z Q AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. - WATER MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING W LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN THESE PLANS. z O METER BOXES "CDR" 0 - METER BOXES SHALL BE TYPE TRAFFIC BEARING BOXES. TESTING - HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE UNE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. DISINFECTING - ALL POTABLE WATER LINES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 10 OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JANUARY 1997," AND A.W.W.A. STANDARD C651 AND RULE 62-555.345. GENERAL UTILITY NOTES Y - ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WiTH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004." W Q - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. > m - SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTIUTY STANDARDS, JANUARY 1997." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT _I CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. Q - THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN Z RIVER COUNTY UTTUTTES,U.N.C.LE. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVEQ Z ALL EXISTING UTILITIES LOCATED IN THE FIELD. _ - ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, r) O AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL 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/INSPECiTON RESULTS PRiOR TO ANY REQUEST FOR PAYMENT. Z Q - A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS BOR) TO INDIAN RIVER Z COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR ONE (1)YYEAR. - THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF REPRODUCIBLE MYLARS AND FIVE SETS OF BLUE/BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBUCA11ON REFERENCED ABOVE. + /CER70CATION� JOSEPH W. SCHULKE G. NO. 47048 ❑ DAH . BITTLE FL RE NO. 57396 HIWAM FL REG., NO. 57 05 ATE' 1 .20' >H ET '`° PRT NO. 01 167 � 8-1 s-�o 8-4 MANHOLE FRAME &COVER 8_7 SPACE AROUND OUTSIDE OF PIPE SHALL BE - SA/`\ 2x4 MARKER PAINTED GREEN MANHOLE NOTES CUT CLASSIFICATION CLASSIFICATION COMPLETELY FILLED WITH NON -SHRINK GROUT. P O L Y VI �J I TA R Y SEWERS r CAP I REMOVE CONCRETE AND BEND EXPOSED EXISTING A YL CHLORIDE PIPE -CROWN 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO REINFORCING STEEL AROUND OUTSIDE OF PIPE GENERAL SOF ROAD OF ROAD -1/-Mml )SEE MANHOLE (FOR FIELD INSTALLATION) - POLYVINYL CHLORIDE (P.V.CZgngi �, z MEET OR EXCEED A.S.T.M. A 185. '� x EFFLUENT de 3 GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. zz COVER Z` �� �Z b 2. ALL CEMENT TO BE TYPE I. 24 3/4• 1 INFLUENT DETAIL GRAVITY SEWER PIPE AND FITTINGS Ft 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO • - GRAVITY SEWER LINES AND L'% MINIMUM SL 1 4 p PIPE CONNECTION TO BE NEOPRENE BOOT b USE Tei SLC, MEET OR EXCEED A.S.T.M. C 478. �,{ - ATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST » t °' WHERE POSS!ALL a > g 6 WITH STAINLESS STEEL ACCESSORIES ASTM DESIGNATION D 3034-�DR 26. 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL PST _ FITTINGS INSTALLED IN POLY\ANYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY o _ �- ---1 CONCRETE FINISHED SMOOTH WITH STEEL TROWEL casxEr i oARE INSTALLED. - 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8". m \ g H.P. ELEV. OF FlLL CONCRETE POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY W xC WYE I TO BE SAME AS OD OF PIPEUTILITIES DEPARTMENT APPRC § 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR � � �/,-2*PER FOOT SLOPE LVED EQUAL DEPTH TO BETURNED 90' EPDXY AND TWO COATS OUTSIDE. KOPPERS 300 OR EQUAL). - MATERIAL SHALL MEET OR E FOR CLARITY) EVATION ( o g" 4-0 (D v, - CCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 7 {12454-B). DETERMINED IN THE OR a-0• ID ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. FIELD AS REQUIRED TO 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.Y. CAMERA. . - THE PIPE SHALL BE GREEN MARKER BALL TAPED SLOPE IN COLOR. AVOID UTILITIES (TYP) To 6•x4" WYE (TYP) 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 6 4 °ted z'z '� 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP ' w A 2 + /� ,:.,;;•,,,: - JOINT SEALS IN POLYVINYL GIiLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212. CONNECTION REQUIRED. 'Eo 4 TESTING '' j INSPECTION SHALL BE BY UGE OF A SELF CONTAINED TELEVISION SYSTEM AND LAMPING IN ACCORDANCE WITH INDIAN RIVER DOUBLE SERVICE SINGLE SERVICE + -j `` _ I RIVAL7 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL r r 1' :..�:. < e ' - I- , . 'cc STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE { „ ` ° ;.:;' .., _ COUNTY UTILITY STANDARDS. ) �(�-- STRUCTURE RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE 6 %) F , f•' . ';;;,..:.; a EXFILTRATION OR INFILTRATION TO BE LOCATED IN THE FIELD �(� POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION 6• MN ---C ..- i ; t : ACCEPTABLE LEAKAGE TESTS TESTS WILL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT PERSONNEL i WILL NOT EXCEED 100 GALLON/INCH DIAM./DAY/MILE OF SEWER PIPE. 00aDEBRIS FROM ENTERING THE WASTEWATER SYSTEM. (TYP PIPE -"' I INSTALLATION z 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN INVERT - INSTALLA11ON OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. n k`' o INSTALLED PLUG WRAP WITH I zi FLOOD ZONES. FILL CONCRETE PIPE OPENING - PIPE MUST BE LAID IN A IRE V5 _ �; N (TYP) J DETECTION TAPE OR BRICK W/ TYPE I NCH FREE OF STONES ROCKS OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6" BELOW THE / 12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB TOP AND BOTTOM). DETAIL (S-10) BOTTOM OF THE PIPE. BACK " ' I ( } CEMENT MORTAR 95� ILL SHALL BE TAMPED IN 12 LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF °' 3 �. 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING OF THE MAXIMUM DRY .TENSITY AASHTO T-180. DENSITY TESTS SHALL BE PERFORMED ON THE BACKFILL AT A MAXIMUM � � � � Q 6•v BENDS AS ELEVATION PLAN VIEW -3" (MINIMUM) OF 200 Ft. INTERVALS, AND { ) o OPERTY _ _ _ a AND EXITING MANHOLES. ADJACENT TO THE STRUCTURES. O D - ®\ REQUIRED SECTION A -A _ W 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". W 6.0 EOF SEWER MAIN TO BE PRECAST MANHOLE TOPS AND CASTINGS. ELEVATION + W LQ Q \--r DOUBLE "Y, COMMERCIAL (1N q OF STREET UNLESS 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" O O D U D (8"x4' 'Y RESIDENTIAL) eTHERWISE APPROVED BY IRCDUS SHALL BE PROVIDED AS REQUIRED BY IRCDUS. TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-O" 16. MANHOLE UD SHALL BE TRAFFIC BEARING (H-20 LOADING). El e� 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE w o w�Vl � ~ � Z } U 2 w AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE NOTES _ ~ w ao w } =2w N IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. w w I Z E m 3 w NOTE ¢ ra�z�oa��a�vi vwwa�=ozz og zo Q'_'w �wr » 18, 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. e) PROPOSED GRAVITY SEWER 3 a Ko . 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6 IN DIAMETER. NOTE � -"fF_ w O - u m 2. MAGNETIC DETECTION TAPE SHALL BE INSTf�D OVER ALL PRODUCT UST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 2. SEE STANDARD MANHOLE CASTING DRAWING N0. S-3. ATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS FROM TO DIA. LENGTH VELOCITY a -w �o�Zw�Q� 1. ALL ow==�=�ww3�� 3. ASERVICE MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS 3. SEE PIPE OPENING DETAIL DRAWING N0. S-10. PRODUCT LIST. MANHOLE MANHOLE (INCH) (FT. FPS Wa33w�N3w�a� » 24 BELOW FINISHED GRADE. APPROVED MANUFACTURERS PRODUCT UST. FIBERGLASS LINERS SHALL B� 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. ) { ) TYPE=x ZN 4. MARKER BALLS TO BE TAPED TO 6x4 WYE . INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. SS_ " 7 1 SS -2 8 208 LF. < 1 ASTM D 3034-SDR26 PVC \ (SHALLOW SEWER)) SQ SS -4 8 264 L.F. < 1 ASTM D 3034-SDR26 PVC • 4 SS -5 8" 117 L.F. < 1 ASTM D 3034-SDR26 PVCCID STANDARD LPTERAL MANHOLE NOTES STANDARD DEEP M.H. PIPE OPENING DETAIL S5-4 SS -6 8" 324 LF. < 1 ASTM D 3034-SDR26 PVC o NOTE: rn c 8-2 8-5 S -B SEE PIP OPENING 5-11 1. ALL JOINTS SHALL BE R bDER GASKETED AND SHALL BE SEALED BY ITS OWN COMPRESSION. J M 0 SEE PIP OPENING MAXIMUM FLOW FOR THE Q to 6" CLEANOUT w/cLEANour c!�' (�) MANHOLE FRAME --\FINISH GRADE DETAIL �s-1oFj" DETAIL (°'10) SEWER OR CORRESPONDING PROJECT AT BUILD -OUT IS 285 GPM (PEAK HOUR). THIS DOES NOT GOVERN THE SIZE OF THE � p AND COVER i LNG SLOPE BASED ON APPROPRIATE VELOCITIES. RATHER, MINIMUM SLOPE AND SIZE CRITERIA �C N i AS GOVERNED BY LOCAL U11UTY, t' W -0 B•x4. 1 �1 DEPTHS BE REQUIRED A M tI1E TURNQ' CONCENTRIC �-0" ro STANDARD W V FIELD As REQUIRED TO AVOID L�Nc � .. z -" � $' -' rn UTILITIES (Tw) oR cR? CONE e C � •r BRANCH Z C o s. fi � F O 00 SINGLE � AS SHOWI`i SEE PIPE OPENING 24 3/4" v UO STANDARD LATERAL DETAILS 1) DETAIL (S-10) I ,r. o U �oQJ � g • PIPE PE INVERT ,, : f?I ONCRETE B' (MIN) W u - 6• (MIN N r M�� COVER ALL AROUND O W - z _ U r (BY CONCRACTOR) SEE MANHOLE CTTF'} I .:.: SEE MANHOLE m 2 _ 0Z OF ROAD cRo!� F ELEVATION OF READ � Q EFFLUENT & o � 4' id EFFLUENT & FILL CONCRETE ;�•r INFLUENT DETAIL INFLUENT DETAIL ,I OR BRICK W/TYPE I °a�, : �'• - _t� a,. _ + --�-. CEMENT MORTAR .;;:: k. "�I plus Geo G - - o coN » PIPE INVERT 4 .;r. ... � �� c :¢.,• :s L W $ TYPICAL TRENCH ra I 4 -0 ID I 1 ry : ; �: `Y : r •' v / Z �j DURING OONSIRUC710N 8"1 Q" L 'r: .. ti, ::�.r;••••,�l.':�„ri•�:y N O "t _ BENDS AS REWD - 6y �" FILL CONCRETE 24" 3/4" ROCK ,,x c) Cp » OR SCK WIE I EXTENDED SLAB CAST (20' UPSTREAM) W Z O p 6'-4" ODCEMtIT MORTAR INTERGRAL WITH BASE Q W P�_ 8•x30• LONG PIPE TO MANHOLE CONNECTION W RADIUS BEND vEl ELEVATION TO BE NEOPRENE BOOT WITH < i u:� ELEVATION '� - i » STAINLESS STEEL ACCESSORIES -� � u- (A N UNDER & 0 E+ SECTION A -A 31� ROCK L Z O _ k,. PIPE INTO UNDISTURBED A A SLOPE + (20DOWNSTREAM FILL CONCRETE OR BRICK f 1` SAND `o: SOIL TO PROPERTY UNE SECTION A -A 2"! - ) z SERVICE BED ;r: A Z A W/TYPE I_ CEMENT MORTAR W p 0 %S LATERAL �DEi�A1AL1 PIPE INVERT SAND EXCAVATION STANDARD •Y' BRANCHMM TO BE LOCATED IN SELD i ELEVATION W W~ w MARKER BALL TAPED- W U i ol »` W W Cy TO 80 WYE (TYP) I �0 ELEVATION PLAN VIEW Y T PLAN VIEW WATER MAINS AND FORCE MAINS TO BE USED WHERE DROP IS 2' OR MORE PIPE JOINT DETAIL AT MANHOLE POLYETHYLENE � 4�3 o; zCN NOTES TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS AAMATERIALSTERIALS RPIPE SIZES 3" AND LARGER _117 USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND ti ~ / NOTES MEETING CELL CLASSIFICATION 345434C PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248. 1. SAND BEDDING SHALL BE USED FOR USED SAND. IN ROCK. NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. NOTE B. POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS rn C. DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261, PE PIPE SHALL HAVE V) U 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER. ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR DRAWING NO. S-11. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. TO CONNECTION. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 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 a 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 3. 3/4" ROCK TO BE USED AS BEDDING FOR ' 20UPSTREAM 8c DOWNSTREAM OF MANHOLE. (SDR) 11 AS MINIMUM STRENGTH. 4. SEE MANHOLE EFFLUENT &INFLUENT DETAIL DRAWING N0. S-11 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. FITTINGS A. ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MANHOLE EFFLUENT MADE. ALL FITTINGS SHALL BE MOLDED OR FABRICATED BY THE MANUFACTURER. (DEEP SEWER) » >, B. ALL TRANSITIONS FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL STANDARD SHALLOW M.H TYPE A DROP MANHOLE & INFLUENT � MODIFIED RISER LATERAL BACK-UP RING ASSEMBLY SHALL BE USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI ct�_ W I•- B16.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH A 316 STAINLESS FLANGE PER ANSI B16.1. W W THE FLANGE ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN W W $_s $-9 5-12 ASTM A726 AND ASTM A307. o 8-3 MANHOLE FRAME & COVER SEE MANHOLE JOINTING METHOD (n EFFLUENT & l� ASPHALT PAVEMENT A. THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE INFLUENT DETAIL FINISH GRADE • BUTT -FUSION PROCESS. ALL PIPE SO JOINED SHALL BE MADE FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL z J SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING LENGTH'S NOT TO EXCEED 50 FEET, Q z Q 0000 PIPE ,� o Do INVERT PIPE IDENTIFICATION 0 � I--- A o 0 0 o AIV, A. THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5 -FT.: NAME AND/OR TRADEMARK Z O W 0 0 0 DROP LESS FIBERGLASS LINER OF THE PIPE MANUFACTURER. NOMINAL PIPE SIZE. DIMENSION RATIO. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE 1N ACCORDANCE WITH Q 3 THAN 24" ASTM D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN 160'S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, E.G., ASTM F714 OR U D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF MANUFACTURE CAN BE DETERMINED. � MANHOLE COVER T LETTERS TO u`. FORCE MAIN • B. NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE BE MARKED "SANITARY SEWER` �- ,,,;,,;,+_.__I� (jN} _ WIRE DETAIL M-16. La ADDITIONAL REINFORCING BARS { N REQUIRED AT OPENING. SLAB TO :;...,, :• U _ TO BE TRAFFIC BEARING. SUBMIT r SHOP DRAWING FOR APPROVAL I TESTING to PLAN VIEW J SEE MANHOLE EFFLUENT A. ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR SEE PIPE OPENING TESTING. �n &INFLUENT DETAIL i00 DETAIL (S-10) B. ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE COVER - SECTION FILL CONCRETE 4'-0• ro CONDUCTED IN THE PRESENCE OF THE ENGINEER. d GASKET • COURSES Z OR BRICK W/TYPE I N I 8' F CEMENT MORTAR C. TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LINE DURING FILLING AND AGAIN Y IALLOWBEFOREFORPLYING TEST D DIAMETRIC EXPANSION RPPLY P PE ISITIAL TEST TRETCHING TOESSURE STABIUZE.DALLOW TO STAND AFTER THIS EQU BRI MOUT MAKEUP PRESSURE T.HOURS, PERIOD, APPLY TRE SPECIFIED TEST. PRESSURE SHALL TO Z LL BE o ❑ o so-�s7e• y L 24» �^ a Q v �' ELEVATION GRAVITY SEWER HELD FOR ONE TO THREE HOURS. W Q rn a STANDARD LONG D. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF > m M I I » " " w SECTION A -A / RaDtus laeow INLET POLYETHYLENE PIPE "INSPECTION TESTS AND PRESSURE OF THE PIPE" UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY _ _ g- 4-0 ID -- --8 ca / , ��- J' �r SEE PIPE OPENING �_ _ �� CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKE-UP WATER TEST, TABLE III, ON PAGES 24 AND 25 AS PUBLISHED BY THE •J DETAIL (S-10) 6 A w A - PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT PRESSURE DROPS DURING THE FINAL TEST PERIOD, THE INSTALLED PIPE Q PASSES THE LEST, z L° CONCEALED WATERTIGHT 6" MIN , . ' CUT HOLE (USE ? 57 •-.• + .{::�;;' ''` r(MIN) E. IN ANY TEST OF PIPE LAID DISCLOSED LEAKAGE SIGNIFICANT PRESSURE DRIP GREATER THAN THE ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN Q z {NP) 1 N NEOPRENE BOOT ,';':J'•, " "'''`" ; EXPENSE, LOCATE AND REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE. THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN - O j PICKHOLE , ,. j'.. ,r' o PLAN VIEW ����'"" {} ''� °''''''�' (} ACCORDANCE WITH AWWA C600 STANDARDS. !4-310 FILL CONCRETE 8 S! ) ,* . • f .JL4 Q 0 > WATERTIGHT BOOT OR BRICK W/TYPE J I P r(MIN) z Q j RAIN GUARD CEMENT CEMENT MORTAR ELEVATION LAN VIEW GENERAL UTILITY NOTES: z ELEVATION ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, o, FRAME - SECTION PIPE INVERT _ SECTION A -A SEPTEMBER 2004." LTO BE USED WHERE, DROP IS LESS THAN 2' - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. 10 TO BE USED WHEN CUT CLASSIFICATION IS V-0" OR LESS, NOTES SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY \ ,n 1. SEE MANHOLE NOTES ON DRAWING N0. S-4. » STANDARDS, SEPTEMBER 2004. WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT 1-11 3. SEE PIPE OPENING DETAIL DRAWING NO. s-10. CLEARLY UNDERSTOOD THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. NOTES NOTES 3. SEE MANHOLE EFFLUENT &INFLUENT DETAIL DRAWING N0. S-11. \ NOTES 4. NO INSIDE DROP WILL BE ACCEPTED. - THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN CSR 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS 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 RIVER COUNTY UTILITIES,U.N.C.LE. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE JOSEPH W. SCHULKE 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. ALL EXISTING UTILITIES LOCATED IN THE FIELD. E AND APPROVED BY INDIAN RIVER COUNTY. 2. SEE PIPE OPENING DETAIL DRAWING N0. S -t0. FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A E 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H-20). _ NO. 47048 0 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRAl10N/ INFILTRATION LAMPING T.V. INSPECTION p AH . BITII.E 8. ,ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE REG 57396 1 CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE WILLIAM . S DAAD ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. FL RE . No. 7 STANDARD - 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 ONE (1) YEAR. ' MANHOLE CASTING SLAB TOP MANHOLE TYPE B DROP MANHOLE FORCE MAIN TIE-IN - THE CONTRACTOR WILL PROVIDE SIX (T6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT) CONSISTING OF ONE SET OF ATE: 7 N ALLRNDACCORDBLE ANCERWITA}iN INDIAN REVER COS OF UNTY/UTILICTY SPECIFICATIONNE PRINTS SNED PUBLICATSONLED REFERENCEDEABOEER�OF RECORD OR LICENSED SURVEYOR, S ET VE. a PR CT NO. to J \ 0 -167 J Future Curb An Outlet Constructten A B 20' R Or Ad Shown On Plans I I P i o I d Of Curb I �� Y'T d Of Curb p_2 �Exp: eiolnt bio '� h 2"T 7}• Std. ��I" i { i e �' Ed a Of PovL� 1 A 1Lrr B `. g• Min' Edgs Of Povt. Edge Of PavL g Edge Of PovL Bw PLAN PLAN PLAN PLAN Valley Gutter- . Curb And Gutter 2'-0" PLAN Trans..Tra e. I 3 Tro e. Trans TYPE F Top Of curb -- I l I Top Of Curb tic&, Top Of Curbs 1 Top Of Curb 1'-10 1'-2' _ I Slope To Flt Gutter-, Gutters Gutter-,� Gutter-/' e I Driveway PROFILE PROFILE PROFILE PROFILE ivT�71'Std. _ i j FLARED END, STRAIGHT END FLARED END STRAIGHT END m 6•Mn! _ I CURB TYPE A CURB AND GUTTER TYPES E & F 3-G• eJM;'' SECTION AA • CURB AND GUTTER ENDINGS I 2'-O' Surface on Low Side of Pavement To Be }'Above Lip Of Gutter. Surface Note: To be paid for ere parent curb. On HI Side To Be Flush with u Of 6' r -g• 1' -in• ,'-2' - DROP CURB / Curb o Curb & Gutter. p b h �� I • 9' '�_6. 3}`Max. Depth Of Saw 3J 'Moll. �- Depth Of Sawout / Slope Varies 0" Min. -t 5• Max. 0' MIn. ai T71 -Std. iR1 �e �• si- �0•Max. L a'Max.5• Mle e ,� in I r f- Flexible PavL 71'Std, TYPE E TYPE F S* Mine Depth Of Sawcut SECTION s6 A Applies to beth high and low sides of pavement, low side shown. TYPE ECURB AND GUTTER AND TYPE A CURB 6• r-tG" 1'-2• SHOULDER GUTTER ADJACENT TO FLEXIBLE PAVEMENT Standard Shoulder Line Sawcuts should be avoided within valley gutter and within curb and gutter endings b ti gent seas Earth Be1' 6• 2' Shoulder Pavement CONTRACTION JOINT IN CURB AND GUTTER Berm ' .' 7i Std. I II •Q ✓p 6• Min* �a Concrete Concrete �- 1`� D th Of Sawcut D th Of Sawcut > Gutter � Pavement a I j�p�//ALJ i�D th Of Sawcut �3 'Min. 3 'Min. SECTION CC SHOULDER GUTTER And TYPE A �Pref«maal t Joint tllleA • When used on high side of roadways, the cross slope of the TYPE B - TYPE D i l Applies to both high and low sides of pavement, low aide shown. VALLEY GUTTER gutter shall match the cross Nope of the adjacent pavement The thickness of the Ilp shall be 6 , unless otherwise shown CONTRACTION JOINT IN CURB EXPANSION JOINT BETWEEN GUTTER «t plana. AND CONCRETE PAVEMENT Nota. For use adjacent to concrete or flexible pavement, concrete shown. For detals depicting usage adjacent to flexible pavement, see diagram right. 5' 2' Expanatcc jotnt, preformed joint filler and joint seal are required between curb & gutter _ �� GENERAL NOTES and concrete pavement only, see diagram right. b I 1. For curb,gutter,and curb and gutter prorde J' contraction CONCRETE CURB AND GUTTER joints at 10' centers (max.). Contraction )Dints adjacent to concrete ig• Same Slops As avement on tangents and flat curves aro to match the pavemet - I /Adjacent Pavement g• �, 9• �oints, with Intermediate joints not to exceed 10' centers. _ g" _ _ 7•_v g• Curb,gutter and curb & gutter expansion fonts shall be located IIS R� I ,I ,.JolntSed 'R1� lint Seal •--'j- ,bin{ 4AFHALTiC CONCRETE CURB accordance with Section 520 of the standard specifications. ,� 4 a�'anr h I ro 4• MIn.. 5' Max, 2. Ends of Curbs Types B and D shall transition from full to zero •� ,an 5" Max 6'_O• heights in 3 feet ?1 m ii Or f Holes I 12• . r Min., I _ Cane. PaJt r( 3' Max. Ij� J: i'Exp. Joint And --�I-- Concrete Pavement � }'Exp. Joint And Cana PaJt 2" MIn.4MIn. Preformed Joint Filter Preformed Joint Flier iExp. Joint And 3"Max. For detalls depicting usage adjacent Preformed Joint Filter �° CURB & CURB AND GUTTER to flexible pavement, see diagram right TYPE B TYPE D i'Pitch Opuonal --_No, 4 Bars, 15• Lon TYPE A g Max. \Rm2. (Two Per Guard) Note: For use adjacent to concrete or flexible pavement, concrete shown. Cast Or Rubbed Expanslon }}DIInt, preformed Jont tiler and joint seal are required between curbs and ea,cro�s pavement am see dtogram right CONCRETE BUMPER GUARD CONCRETE CURB 1 of 1 300 CURB & CURB AND GUTTER DETAIL NO. 300 SCALE N.T.S. WEST LINE OF J EXISTING FDOT RIGHT--OF-WAY \ f 1 F RIGHT On RIGHT WAY ` i CONSTRUCT URBAN TURNOUT 15.35' 6' 6' ; _ 9.25'/ PER FDOT INDEX 515 02.09 PROP. CROSSWALK 02.09 I 01.5% 02.09 , ON-SITE P NVEMENT SECTION F.D.O.T. RAVEMENT SECTION v I I1 3' VALLEY 4'CURB EXTEND JOT P YING l' - EXISTING ASPHALTIC CONCRETE PROPOSED GRADE SECTI )N TO 12 PAVEMENT- U.S.1 t 25.72'1 25.90'002.0% ' MATCH 02.09 - Q ... ... ..... .. ...::: ...,.......-:=>=:=ea�z�z==ems®sm- iiiiiiiriiiiiiiiiiiii�iiiiii/f/i////i _ 1.25'1 _ _ 6' 2' SAW CUT & REMOVE EXIST. SIDEWALK EXIST. CURB AND SIDEWALK SEE TYPICAL ON-SITE EXISTING GRADE (TO BE REMOVED) ASPHALT CONCRETE PAVING SECTION DETAIL THIS SHEET -REMOVE EXIST "F" CURB_ _ 12' _ 5' _ EXIST. THRU AND SIDEWALK EXISTING TURNLANE EXIST. BIKE LANE LANES (2) SECTION X DRIVEWAY SCALE.• HORIZ 1 "=5' VERT: N.T.S. Typical Half Section For Low Typical Half Section For iI Side Rd. Or SL Volume/Residential Connections I Higher Volume Connections I 1 g• Width (See Sheet 1) t const. '- R/w Line - w /7 . O limits of Clewing and Grubbing -�, c I- Point Of Connection As Shown On The Plans 4Th 8 ' 9 I gay Dmne Or As Detarmtned I%The Engineer During hs a Aaphdt Bess To Edos M PavL LOW WLUME Conetnrctlan A As Stipulated By Pwrg& is NI Other Bays 3' Outside Edge Of PavL Limits Of Stab0lzati n LARGE An Bays To ton of orb or Gutta Dna PI AD Mag• P � ` t And To Toe a orb. I � COMMERCIAL T T T T T T ����� R Line !r a R/W Line Determined By The FSWIneer_ OR I / Normal shedaenl 3'-} t !-e' :";>%�• PUBLIC ROAD Roadway DI(dt it j.. ) ; 'IIi� � RoodwaY Dlta(n ... � I • OR STREET Far AD On 30' From Edge Of Reedway Pavement r Some As I O ShoulderWITHOUT CURB GUTTER Or R/W Line. Whichever b & S' Mh. Fa Prints Connections Project �0 6' MM. For Publlo Roads .----f •-.�------ WITH CURB &GUTTER II Itiii I t d'Oty?al �� should;111-Line O /Au xiltary Lane Width oulder9" Or Match Exist StabNlzing (9' Mn.) ;."':•:+• Edge or Pa:(•L b ,,,,,Y,,,,,r,/ ,,,,,,,,,,b Edge Pavt LIMITS OF CLEARING & GRUBBING,- W PayeneW At Graded l:am.at a STABILIZING AND BASE AT INTERSECTIONS " : In Aewrdaas With Index Na COMMERCIAL Or As Shown In The Plans Or As Stipulated By Parnifa ( /' vats vartewet.rmm.d BY orive width An AmAa,riy MATERIAL TYPES AND THICKNESSES IN DRIVING PLAN AREAS FOR RURAL AND URBAN CONNECTIONS 5 THICKNESS (INCHESYD I I end IndFor e Index For Sldearatn COURSE MATERIALS ® CONNECTIONS ROADWAY® m f 5,,,,� And Index 272 For croydra l I Symite , I Mdth(Vortyl�'aMd_er\ Structural Aehpaltic Concrete 2 3 4 Lnforock (LBR 100) 4 5 LEGEND Cemented Coquina (LBR 100) 4 5 t= ceded Or Paved �ABC-2 ((Marshall 750)) L Drainage PW-. *r 4 4 EM Row- -g F.L. �f FL-_., SY I I ABC -1 (Marshall 50 4 41 EM Limits of Department Maintenance Mitered End Seetton Mttared End Sell I ABC -3 (Marshall 1000) 4 4 1. NOTES Index Na 273 For Side Drone (See Oppyite) Aspol ne lane pavements and aaaeover pavements shall be Index Na 272 For Cross Drains Bases I Sol -Cement (Plant Mix) (300 pN) 4 6 maintotned by the Department Vorries-Determined By Slope Intercept I Bank Run Shelf (LBR 100) 4 511 2 D *1ment maintenance of turnout pavement shall extend out to - 8 teat from edge of the trovd way a limits of payed shoulders, LONGITUDINAL SECTION I Sand -Clay (LBR 75) 5 74 and. extend to hdude auxrlary lanae. The rematnee of any tum.t paved ass an the dot of way short be maMtalned by the owner or 7:d. -.r oadway Shoulder. Turnout I Shell (LBR 70) 5 71 his wthorhad agent As o function of routrndy .w., ger Tara Q• Turnout Auris Lan the Department may grade and drops existing material on non -paved Auxiliary I Sol -Cement (Road Mix) (300 paQ 6 8 sem beyond the maintained pavement Rdwy. Part. See Shyt 4 Of 4 Graded AOgreaate 4 8 3. Canfrd and in of dralna facIttim within the right of way 9e I- - - Existing Or Proposed Dr`_. I m MIn6nurn thidmas. differentlysholl be eddy the bnentreelpmerlty of the Department tmley specified Y Deportment partntL 0 An materials shall be approved by the Department prbr to being placed. 4. The metntenawe and operation of Moody lighting, traffic sfgnala (3) Connection .trustee ether than (raft tanee. See Nates t and 2 bdm asseekted equipment, and ether mecessary devlme shalt be the eeepon Wiry of a public agency. ® Travd way fora (bypass low), auxrMry Imes servtq avers than a dnpta eameetar. and o0 medan aoeovas Point Of Comsetlo® I IndudMg their auditary lona and/or b. an tapes. Ser Note 1 and 2 below. 8. All pavement markings on the State gntnghtghwyysq Med foring h acceleration PROFILE AND END VIEW NOTES and Neon of the lane highway and de mg Installed for the operation of this State highway shall be maintained b the Department 1. The pavement should be stuchan6r, adequate to most the -Petted tr@ea trade and should not be tee tarn that sham abowv 6. Al h,; and marking installed for the operatlon of the vxxnmettan Drainage pipe she and lengtln .ted be that shown an Ms ,tens, a a Stipulated by pemIt, W. a delermhed by the Fngheer svxdn si stop ban and M signs for the connection shall be the ening anaWdlon. The he shelf N at Nod lint atab0drod by The FDOT Wetrkt, but Ind le" than 1S' dameter a .quhdent except oe waved b7 tla Dapatnent tar waded anneetons. Otho Department approved pewmmt pvhalarrtes may be wed ( rl: of the emnitt�ee. 9 ) For minhwm ave over drainage pipe fee Ind. Na 205. Pipe arch a eriptlwi pipe may be required to obtain noasery coven d the dl ion of the F1hgMeer. Fa odd land MfortnaNan sen Index St4. rs.Pandb Y P At minkW cover appltdlom a modified pavement Wren In permRbd Ser VMISSIdE PA%VM MODIFICATION` Index Na 273. 2 Auxdfary lana and their trona ten tapers shalt be Isame sbuch" as the abutting codwoy pa sarmt a any M M " sa For spacing between odloant pt" end treatments sen Index No. 273, roadway structures tabulated above' whlchever to thicker. LIMITS OF CONSTRUCTION AND 0 Stable rectorial may be nPrind fix prided turnouts to private p,apwly a ~ed by to nngla w In ocarda ce with Section a If an apholt base loose (ABC) To used for a Wmat Ns thidmae may De tnaeaad to meld the edge d madway pavement MAINTENANCE FOR RURAL CONNECTIONS 102-e d the Standard Speddcatlow. h Neo of a Sep rdts eWaturd cams. 4 (e) In bell. ell M Portland Dement concrete we be acceptable M Nu d the asphalt boy aha sWclural wanes. Sas Nola 4 and S bdow. 0 The 5' powxnant at Waded oannettlans"riot nquhed share then or paved shoulder 4' or was, In widen. The 5' pavement 4, A aWeturd v-Ixae b rePttred to lexlMa pavements oho they ere used to vuxAtary isles eerrhq men ave a sIn¢e requhemrot may be salved for amedkne saving aro a two hens or Mid entrance sin Tae thin 20 floe per do% ar 5 trips per hour m approved by permit or by to Engtnea, or when not Itemized In the plane. connection. Pawed turnouts are to be constructed fad (roved mnorthg btVtl . The amect if pont will be determined by the Fngi 3• Confetti" paved with Pwtand orment =Kral& shaft be Can " anawte at lent 1r thlek The Depalmerrt may requtre Pored turnouts are to be constructed for d bust ees. armmwft industrial a high volume reldentd graded orwatting fadMft greater Standthicknard Sp waled tar M the plan* a Wgdabd by permit Materials and amstruetlan an fe mnfam wNh TURNOUTS MOT Staridad Tara Swtley 345, 350 and 322 The aann.ethg peat Md be 30' son segs of roadway pawmart a It R/W Ih., whkheer s lea 0. The Department may requtn ether pavement erttada Shan local eandttms warrant Paned turnouts aro to be eonetualed for d aonett it Writes o"r 4000 vdnida per day. The annaetng point short be at the R/W line 0 Ser "anmmary of Gametrlo Requhements For Tumouts' chart Its nium road langthe and supplenlental bformattan. )AVEMENT STRUCTURE FOR TURNOUTS AND AUXILIARY LANES RURAL TURNOUT CONSTRUCTION TABLE 515-1 5 of 6 515 TURNOUTS INDEX NO. 515 SCALE N.T.S. a 3o O 15 GRAPHIC SCALE 60 120 ;. Median _ ( IN FEET D D D D D 1 Inch = 30 ft b � Ibo_1zl, D D D D d s /wa Are ,dd% ITL I2640 1140 1000' 500' L 200' Min. Where Other Construction Or END Maintenance Operations Occur �. I 2 CON sTRu"ON� Within One (1) Mile, Signs N 01 ROAD RIGHT To Be Omitted And Signing To, I �':1 1 # CLOSED LANE matt LANE I /' Be Coordinated In Accordance CONSTRUCTION I MILE cLosm r �Vt p -s' MILE Tell rr With index No. 600 (cones Ij Or Tubular Markers At 25' Centers And i hb H Type N Or Type NN Barricades Or Vertical Panels 14 � � Maximum Spacing Between Devices (FT.) To Be Or Drums At 50' Centers For First 250',Thereafter I'. ' ' Equal! To The Speed Limit (MPH) But Not Greater Cones Or Tubular Markers At 50' Centers And - 6� 11 p Than 25' For Cones Or Tubular Markers Or 50' Type N Or Type NN Barricades Or Vertical Panels _ L e"CURB 'L For Type N Or Type NN Barricades Or Vertical Or Drums At 100' Centers. Panels Or Drums. GENERAL NOTES 6 1 sm2 i. Work operations shall be confined to one traffic tone, leaving 8. L (min.)=. Length of topper in feet: TYPICAL APPLICATIONS the adjacent lane open to traffic. = WS for speeds- 45 mph Pavement Resurfacing se WS2 for speeds 40 mph pavement Repair I I 2. All vehicles, equipment, workers and their activities are 60 p I 1 ��- restricted at all times to one side of the pavement. Where: Utility Work a o0 60 SYMBOLS W= Width of lateral transition In feet Bridge Repair ti' tis tih' 3. The first two warning signs, each side, shall have a 18" x 18" (min.) Sze Posted speed limit (MPH). b ®Work Area orange flag and a Type B light attached and operating at Guardrail Work ti N I i all times. 9. Arrows denote direction of traffic only and do not reflect pavement markings. AD IRON ROD Sign With 18" x 18" (Min.) Orange 4. All signs shall be post mounted if the closure time exceeds 10. Longitudtnal dimensions are to be adjusted to fit field CONDITIONS ARTER CAP 1 1 1 Fla And Type B Light 12 hours, conditions. See Index No. 600. 9 Yiy 9 • / � 5. On undivided highways the median Signs as shown are to be omitted. WHERE ANY VEHICLE, EQUIPMENT, 1.. Ark SwALE 8 Type N Or Type NN Barricade Or Vertical 11. When worts Is being performed on a multilane undivided roadway WORKERS OR THEiR ACTIVITIES Panel Or Drum (With Steady Burning Light 6. When work is performed in the median lane on divided highways the the signs normally mounted in the median (as shown) shall be omitted. ENCROACH ON THE LANE ADJACENT ti`I` •,° � ,o�° At Night Only). Tubular Markers barricading plan Is inverted and left lane closed and lane reduction I ' g y)' signs substituted for the right lane closed and lane reduction signs. TO EITHER SHOULDER AND THE May Be Used During Daylight Only. g g12. When a side road intersects the highway on which work is AREA 2' OUTSIDE THE EDGE OF ) ► t i 1 j I The some applies to undivided hl hives with the foliowln exceptions: being performed, additional traffic control devices shall Type N, Type ^�^' Or T e NNN Barricade Or pP g Ya P be erected in accordance with other applicable TCZ Indexes. PAVEMENT '(I yP YP yP (a) Work shall be confined within one median lane. (b) Additional Vertical Panel Or Drum (With Flashing Light) barricades, cones, or drums shall be placed along the centerline abutting the work area and across the trolling end of the work area. 13. For general TCZ requirements and odditionai infarmatiort refer to Index No. 600. [p Work Zone Sign When work on undivided highways occurs across the centerline so 1 92 as to encroach on both median lanes, the Inverted plan is applied we Advance Warning Arrow Panel to the approach of both roadways. TRAFFIC CONTROL THROUGH wowZ0NE3 0 MULTILANE, DIVIDED AND UNDiVIDECRURALa 11 1 j YP) _ 7. Signs and traffic control devices are to be modified in accordance NIGHT OPERATIONS OR OPERATIONS 1 /m h� ' with INTERMITTENT WORK STOPPAGE details (sheet 2 traffic. 2) when no EXCEEDING ONE 'DAYLIGHT PERIOD 1 /.: work is being performed and the highway is open to traffic. l ddd 1 MAINTENANCE OF TRAFFIC PLAN FD 0 T INDEX NO. 613 SCALE N.F.S. F SIDEWALK (6' MIN.) { PUBLIC SIDEWALK - FDOT INDEX 304 MODIFIED DETAIL CR 23 N. T. S. 11 1 S-1 ttf ' '....................................................... ��^:��10e COQUINA SHELL COMPACTED ''�'��'"�'���'''r.TO 98% MAX. DENSITY (AASHTO T-180) •^'^•"'�''r�r��':•���*' 12" STABILIZED SUBGRADE (FBV 50) (989 COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX. DENSI'i,Y SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. TYPICAL ASPHALTIC CONCRETE PAVING SECTION WITHIN FDOT RIGHT-OF-WAY ONLY ��I 1iif2" S-1 6" COQUINA SHELL COMPACTED TO 989 MAX. DENSITY (AASHTO T-180) 8" STABILIZED SUBGRADE( FBV 50) ,(98% COMPACTION AASHTOT-180)- - FILL COMPACTED TO 989 MAX. DENSITY SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. 4 TYPICAL ON-SITE ASPHALTIC CONCRETE PAVING SECTION N.T.S. F CURB R 1 of 2 -1°-WAY sty 613 �� 1 � •:1 �" ( j 11 � 1 � N D OF SIF -CURB 90 M (f 5� 455 f 2:1 I Jj �1 hM Uh9 j j o b 11 I I ^ N a 20.00 SID i j N o & a�t:o2 z4 s f f II 1J � � � i' •1 T � 11 11 9 I �k LU 1 ;j I1 I a vW� I 1 11 11 aD315 851 11 I 2 .82 w C21CURB a 1! I1 1 v iRNB SIGN '=- 12:1 ,f - 3' V EY GUTTER II 11 �l �� UR� � k� • �:-til IR I m� :0.00 I 1 I 1 E•f W HP 1 /tAl I I ! I e• - .' I RIGHT ARROW I J 111 z� Z YELLowl.I r>E k1-6:k C3.!P, W e (1)30* (1111-11) '_...)r,.RiGFR:,.IULMV ONLY\ (FTP 52-04) 12:1 24' STOP BAi 'CONST. URB RAMP - SDETw1ALK INDEX 304, OR 23, (w�YwP,r,w iv iRCLUDE 3'VALE1 `(SEE � SHEEI) y U I ICL . _ J)1 e. •1 J I J I �` _ 'F!•'1 {l' 111 JI i gswvs��� i "'wnw i AY 1 I I / ✓��' 1 - 111 J 1 $ FviINO 4X4 CONCRETE ! I 1 I MONUMENT tit 5075 CAP 1.36S, 0.80E y I• ti 1 1 1 ' ct Xtik a..1 x'l I 1) A aAy /V 11 !I TART SIGN ■ 1 111 tihb� 1, INE or, � a x� ; tits.. i r j I � � .•• \ 1 xK i I J tK I J I I xeol EDGE PAVEMENT I: •'1 1 iI 1I �• a i al � ! ! i,� North O 5 M Q j) O o n = tri z N W W 2 C w rn r- wz�wo}-W xwW �W �ocy�m3oW aFi=a% aro-<� z }o F:�-,08woowm OSS QFC -'F_ ave K LU W -,5!E aw,wixl_2WwZ3<rr W o �zwwa-k<zwza \a33w�N3w�2:1 0 U� sssss� 04 +�+ M� Q Q� .s� z o Om LLr- j Do = N Wo SU) o -L Fees z Z �W w N a d Q o COC) W S ? F- o �? ti W o j~ F- m LL W Z 1- W 04 w > 04 W Z� J g Z (V � J V �W v / (W JO W. SCHULKE RE N0. 47048 0 < O 5 M Q j) O o n = tri z N W W 2 C w rn r- wz�wo}-W xwW �W �ocy�m3oW aFi=a% aro-<� z }o F:�-,08woowm OSS QFC -'F_ ave K LU W -,5!E aw,wixl_2WwZ3<rr W o �zwwa-k<zwza \a33w�N3w�2:1 0 U� sssss� 04 +�+ M� Q Q� .s� z o Om LLr- j Do = N Wo SU) o -L Fees z Z �W w N a d Q o COC) W S ? F- o �? ti W o j~ F- m LL W Z 1- W 04 w > 04 W Z� J g Z (V � J V �W v T / (W JO W. SCHULKE RE N0. 47048 ❑ < FL. REG. 0. 5739 / WIWAM . S1IDI D N0. 57 05 DATEKA 17 WZ0 SH ET '0 > <C LLQ (r� 0-:z ---I I) Q J LO -i W F-0LLJ� LJJ Q .L LL_ T / (W JO W. SCHULKE RE N0. 47048 ❑ DAH I FL. REG. 0. 5739 / WIWAM . S1IDI D N0. 57 05 DATEKA 17 SH ET '0 PRq} LCT NO. J ` 05-167 J J REVISIONS BY ~ SURVEYOR'S NOTES: DESCRIPTION (OVERALL PARCEL) HEREON ARE I N FEET AND DECIMAL PARTS THEREOF. . �YNPROJECT�. �..., • spa 2. THE SOUTH LItVE.Of SECTION 8 BEARS N $9 39'25'W AND ALL OTHER BEARINGS ARE RELATIVE THERETtp, I T,� 0. FLEMING GRANT. INDIAN RIVER �. A PARCEL OF LAND LYING IN SECTION 3 � - 50 COUNTY. FLORIDA -SAID PARCEL DESCRIBED AS FOLLOWS - COl1 3. SITE APPEARS TO BE SERVED BY PUBLIC WATER. " COMMENCE AT THE. NORTHEAST CORNER OF THAT PORTION OF LOT 22. BOUNDARY4. THE 0 P A NO N NT A CLI REQUEST. TOWN :OF' -WAUR dAN:. ACCORD i NG TO THEPAT THEREOF... AS RECORDED L I. AGE 178 ► OF THE PURL I.0 RECORDS OF BREVARD ( NOW N 1 N P-�.AT Bek P INDIAN RIVER).COUNTY. FLOR,DA LYING _ ST OF U S HIGHWAY ONE 5. ADDITIONS OR DELETIONS TO THIS MAP OR REPORT BY OTHER THAN THE SIGNING FLORADA.WE H YPARTY OR PARTIES ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING NE THENCE 36" 40 RIGHT OF WAY LINE, ENCS SOUTH 36"40'44' EAST. ALONG SAID RIGHT4 . REs I ZE OUT PARTY OR PARTIES. OF WAY LINE. A DISTANCE OF 214.65 FEET. TO THE POINT OF BEGINNINGPARCEL Gs THENCE CONT I NUE SOUTH 36' 40' 44 " EAST . ALONG SA I V R I GHT OF WAY 8-25-05 cwe LINE. A DISTANCE OF 34.4.88 FEET: THENCE SOUTH 4S 23`38 WEST. A 6. NO EXCAVATION WAS DONE BY THE.SURVEYOR TO DETERMINE THE LOCATION OF THE _25.12 3. ADD TOPO AN y UNDERGROUND FOUNDATION OF THE --BUILDING OR BUILDINGS SHOWN HEREON. 26.27 DISTANCE STANCE OF 1081 .50 FEET, TO THE EAST RIGHT GHT OF WAY LINE OF THE P O N T O EDGE PAVEMENT -_726.23 8-25-05 CHB FLORIDA EAST COAST RAILROAD: THENCE NORTH 539 36' 55 " WEST. ALONG2 . REVISE NE PARCEL 7. BENCH MARK IS USGS MONUMENT 0-401. ELEVATION 23.36 ' NAT,I ONAL 5-20-05 DMJ 'P 45" D R 1 GHT OF WAY SLINE. ADI STANCE OF 347.69 FEET: THENCE NORTH GEODETIC VERTICAL DATUM. 1929. (7. 1 19 METERS) . TEMPORARY BENCH COMMENCEMENT v� 45 284.8'" EAST A DISTANCE OF 625.48 FEET TO THE CENTERLINE OF 90 SEBASTIAN ABANDONED WAUREGAN AVENUE: THENCE CONT I NUE NORTH 45° 28'48 ' MARK No . 1 IS PK NAIL 49'N & 314*W OF THE NE CORNER OF THE SUBJECT NE CORNER LOT 22 LYING i . REVISE NE PARCEL DMJ q4 WALMART EAST. ADISTANGE OF 55$.p2 FEET. TO THE POINT OF BEGINNING. PARCEL. ELEVATION 23.15 NGVD. TEMPORARY BENCH MARK No.2 IS PK WEST OF US HIGHWAY ! NAIL 32'S & 523.5'W OF THE SE CORNER OF THE SUBJECT PARCEL. ELEVATION 24.53'NGVD, FOUND 3/4" IRON _!I PIPE NO CAP ► DESCRIPTION (1.00 ACRE PARCEL) 24� + -25.12 LOCATION MAP A PARCEL OF LAND LYING IN SECTION 30. FLEM I NG GRANT. INDIAN RIVER z 26.46`-26.52 COUNTY. FLORIDA. SAID PARCEL DESCRIBED AS FOLLOWS: o REMAINING PORT ION OF LOT 22 Q w COMMENCE AT THE NORTHEAST CORNER OF THAT PORTION OF LOT 2.2, TOWN OF �- o WAUREGAN. ACCORDING•TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK I. ;s PAGE,178, OF THE PUBLIC RECORDS OF BREVARD (NOW INDIAN RIVER) COUNTY. N Q T I N C L U a E D Lu FLORIDA LYING WEST OF U S HIGHWAY ONE RIGHT OF WAY LINE: THENCE SOUTH v, "'tu 36' 4O TO 24. '04` EAST. ALONG SAID RIGHT OF WAY LINE. A DISTANCE OF 214:65 FEET • �o _ THE POINT, OF BEGINNING: THENCE CONTINUE SOUTH 36 DEGREES 40 MINUTES o4 25.48 SECONDS_. EAST. ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 172.44 FEET: A, THEIVGE G)UTH' 45 .DEGREES 28 MINUTES 48 , SECONDS WEST. A DISTANCE. 4F 254.99 F co , FEET s .'THENCE NORTH $6 DEGREES 40'I�t I NUTES 04 SECONDS WEST. A .DISTANCE T s,; THENCE NORTH 45 DEGREES, 28 MI NUTES 48 SECONDS EAST.. A :. - .� r' 26.60- 8 O I?2.44 FEET v, Iry 026. 0 DISTANCE OF 254 99 FEET TO THE PO Nl` OF BEG INN NG: 4ACRES.-l S-A I D DESCR I BED TRACT CONTA I N I NG I .00 MORE OR 19.24 '~6"CURB POINT OF o TEMPORARY BEC INNING f 25.64 Ll W RETENTION 224E `LIFT BENCH MARK 1 5.32 5.46 6.65 AREA +STATION No . I FOUND IRON ROD 26.82 l .._ 22 3.15 � CARTER CAP j 6.6 ,3 �2 4.48 24. x5.32 2 6 `26.82 U -- 2t 48 FOM RON ROD 2239: (� N NO CAP 0:32N, .OJSE 22 46 PAVEMENT 23.63 25.58 �-- . _ 20.95 22J7 2.34 :22.44 22.77 22A �- 1829 21.50 22. I 122.fi7 N 45"28'48'E 1 3.50 ' (OVERAL TION OR 22:98 23J4 23.08 22.97 + _ + +; N 45° 28 48 E 1 83.61 ' ( OVERALL) MEASURED x N 45° 28 ' 48 "E23.06 -25.$1 LjJ dei i a.30 #23.08 22.00 6.74 (� 2239 '� ......:......... _ 2, 2 '22.05 22.57 22.46 558. i MEASURED 2256_......._..'22.•44 2.39--•--......... ..--....................•..._........................ 1 0 U h, N 45° 28 48`E 558.02 DESCR t PT 1 ON......-......._ 0 N `�,,,,, - ca 928.62 22.49` 254.99 p 0 n> v -22.49. 25.6 �r 25.72 t� a- ,} w - BLOCK 25.47 `'✓ 20 B L O C K 5 6 25.53 26.$5 T 26.80 Q - BUCK 55 cry , 25.83 z I ACRE PARCEL 26 25 59 0 ate. t�7 � t o •0 w L1J : CH R : U : <,;. 'AN N D ICY .. . f n- �.. F� .._ � 0 D-# NCO Q A`NCE_ 85 1 ?CNI an h _ v e_ . k f.' ., i .:.. , - .. .. .. s :. ry ',.,. CO00 co -low n :- .. Lu26.20 uj+20.45 V- >+ +2Q. +20:55 +20.85 +20.75 23.76+ ( ' ► Q �' �" +20.82 +21.02 +20.97 .21:17 21.22 -� 21.92 ..... m........................................................•....-.................._........ ..........: S 45° 28 48'W 254.99 25.62i`'�-?5.71 271 �27J :;�► 1-. `r o z SPRUCE STREET o z SUBJECT PARCEL M, o M VACANT LAND a ..................................................................._............................-............................................................................ OVERHEAD LINES 26.31 �m BLOCK C S CONCRETE SIDEWALK 27.29 ,27 Cv 0 B 25.77 -�7 � N FOUND IRON ROD BLOCK 5 1 to j'7 & CARTER CAP O.IIN I FOUND 4X4 CONCRETE c M ONUMENT & 5075 CAP FOUND 4X4 CONCRETE 26.33 a Q _ ^� : 5 : 0 E 7 5 LL 6b"33S.0.32W 387 75 M NUM NT � 50 CAP � Q o " ' 23 -xpj7 , 2 . #23. 355 23.75, 1 .3 . 0.8 0 E 25.61 235'i 23.94 6S 25.92 39 EAS RE . e 2 z __ -- 4 3 ..,. , . o-27,3' 3' `W OsQ 2 5 ;o. 5.3 7 LIFT 23.70 24 3.9 n 4 42 7 2.8 17 5 41 ` M m S 45° 23' 3 W2 t t . 5 25.� 2 . � © � 8 0 O' DESCRIPTION 5. o STATION - 1Ci 024.53 2'TYPE 'F" CURB 25.04 -r.�25.52 cc 24:53 TEMPORARY 25.37 25.45 j 00 W +23.82 BENCH MARK: r - � WALMART SIGN PALMAR TNo.2 +25:68 ­, x .44 ZLL 25.44 ._... 4 En ev 25.92 *ACCURACY -BOUNDARY INCONSISTENCIES 25 THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM FOUND ALL CORNERS AS SHOWN. ILL RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY :24 � IS I FOOT IN 7.500 FEET WHICH WAS MET IN THE CASE OF THIS `APPARENT PHYSICAL USE SURVEY. 27.30 _ h . VACANT WOODED LAND � h � 'DATA SOURCES 25.49 -EASEMENTS + 26.32 - LEGEND: THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE NONE PROVIDED P.O.B.- POINT OF BEGINNING M CABLE PEDESTAL 25.07 PUBLIC RECORDS WAS --MADE BY THIS OFFICE TO LOCATE THE EXISTENCE P.0'.C.- POINT OF COMMENCEMENT 27.73 • IRON ROD AS NOTED 7.46 �` DRAWN 1 OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT .CERTIFIED TO: P.R.M.- PERMANENT REFERENCE 25:07 5• 27.62 OR HIS REPRESENTATIVE. MONUMENT Q WATER VALVE 27.43 DMJ —MEASUREMENT METHODS P.C.P.- PERMANENT CONTROL ID TELEPHONE PEDESTAL CHECKED POINT � ELECTRIC BOX � " P.C. POINT OF CURVATURE ""- CUR6 DMJ ALL EO IPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED P.T. - POINT OF TANGENCY � WATER METER 25.80 � 26.42 WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS DATE P.I. - POINT OF INTERSECTION 7:49 PERFORMED. W4 TH. AN ELECTRON I C .TOTAL STAT I ON READ ING DI RECTLY O SANITARY CLEAN-OUT 27.70 TO- :A # N 1 MUM OF f SECOND PER ANGLE W # TI# A D I STANCE ACCURACY W - RIGHT.Y 3 -DATE O URE GU 21. 2 3 - CE < Rl=O WA 09-03-6 OF I 'PART..I N50-: QOS . ALL DATA "'�tAs RECORDED USING .A FIELD DATA E F 'SURVEY: V' Y • AU ST OO , CENTERLINE NE � SANITARY MANHOLE C£ILLE TOR AND .C6NVI ENT'I 6NAL" F I.EL NOTES , T14E BOUNDARY WAS KEY ELEVATION p FOUND P.C.P. Q SCALE. ., O ,I H S .I G ATUR N ORIGINAL w PERFORMED , BY CREAT #.NC ► Lt SEQ EOMETR I C 'F J GORE AND, ANY S IDE THIS SURVI='Y IS NOT VALID W T OUT THE N E AND IG1 L MEAS -MEASURED 1' - 50 RAI SEI SEAI�.,.:OF THE FLORIDA -LICENSED SURVEYOR AND MAPPER' ELEC - ELECTR 1 C � EDGE PAVEMENT---, $RbtS WE#tE DONE U� # lIG-: A REi�UNDANdCY OF MEA VR'EMENTS . SET NAIL NAMED BELL)+. � FIRE HYDRANT ��.. � JOB NO. CC TRAFFIC CONTROL BOX -'L11uIITATIONS •SURVEYt1R aA1D `fi APPER -1N RESPONSIBLE CHARGE = * POWER POLE 8 STORM CATCH BASIN 03-201 PROPERTY LIES IN FLOOD ZONE "AE` BASE ELEVATION 23.8. DAVID -`Mn: JONES. FLORIDA LICENSE NUMBER LS 3909 O STORM MANHOLE 0 SEWER VALVE o SHEET ACCORDING TO MAP I206ICO165 E. DATED MAY 4. 1989. TRAFFIC SIGN ;a; LIGHT POLE 26 +1 t1 I -� -,26.62 --'G NOV 5 200 27.s4 27.E (S I GNED AND EALED { SHEETS 03 201 w m . DATJ SOF C:%Goa / Cadd 3%GxvW3-201. pxd - 09t,s2003 - Of -25 PM -- Scab 1 • 800.000 .