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Construction Plans, BID SET 2017 02 21, Culpepper & Terpening Engineering1 ■ ■ l 1 3 1 1 ■ ■ o ❑n J H 0 E CONSTRUCTION PLANS FOR TAYLOR CREEK CENTENNIAL PARK r SECTION 22, TOWNSHIP 37 SOUTH, RANGE 35 EAST OKEECHOBEE COUNTY, FLORIDA PREPARED FOR Cha SRI /I 1 SF F. TH A 1 PROJECT LOCATION u_ //A mom hi ,' mw El c)%I IIII` VIII ra I ... ille.1 ILItio- rig.I 0„,14 ir a -Boo /; PI earn, (11111111 1 ■= ME ❑❑ 3 C w II 1 S ff 1 LOCATION MAP N.T.S. SECTION 22, TOWNSHIP, 37 SOUTH, RANGE 35 EAST ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 FILE NAME: 14-024 TAYLOR CREEK BASE CITY OF OKEECHOBEE GULFOF MEXICO ATLANTIC OCEAN PROJECT VICINITY CULPEPPER & TERPEN I NG INC CONSULTING ENGINEERS 1 LAND SURVEYORS 2980 SOUTH 25TH STREET * FORT PIERCE, FLORIDA 34981 * (772) 464-3537 151 S.W. FLAGLER AVE * STUART, FLORIDA 34994 * (772) 220-3376 STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION N0. 4286 LEGAL DESCRIPTION A PARCEL OF LAND LYING IN AND BEING A PORTION OF SECTION 22, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING A T THE INTERSECTION WI TH THE EAST RIGH T— OF— WA Y LINE OF SE 6 TH AVENUE AND THE NORTH BOUNDARY LINE OF TA YLOR COVE, ACCORD/NG TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 60, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; THENCE BEAR NORTH 0020'48" WEST ALONG' SA/D EAST RIGHT—OF—WAY LINE OF SE 6TH A VENUE, A DISTANCE OF 353.79 FEET, THENCE BEAR NORTH 89 39 22" EAST, A DISTANCE OF 216.79 FEET TO THE INTERSECTION WITH THE WEST TOP OF BANK OF TAYLOR CREEK; THENCE BEAR THE FOLLOWING SEVEN TEEN (17) COURSES ALONG SAID WEST TOP OF BANK OF TAYLOR CREEK: SOUTH 1139'47" WEST, A DISTANCE OF 6.29 FEET, SOUTH 10'04'27" WEST, A DISTANCE OF 15.12' 02'05'26" WEST A DISTANCE OF 17 79 FEET; SOUTH 05'01'2 7" WEST, A DISTANCE OF 16.02 FEET; SOUTH 16'0821" WEST, A D/STANCE OF 28.81 FEET; SOUTH 1270'13" WEST, A DISTANCE OF 28.21 FEET; SOUTH 1056'29" WEST, A DISTANCE OF 16.86 FEET; SOUTH 04'07'04" WEST, A DISTANCE OF 21.46 FEET; SOUTH 0222'59" WEST, A DISTANCE OF 25.76 FEET; SOUTH 117 2 50" WEST, A DISTANCE OF 28.53 FEET, SOUTH 17'12'16" WEST, A DISTANCE OF 29.68 FEET; SOUTH 06'41'13" WEST, A DISTANCE OF 29.51 FEET, SOUTH 04'48'15" WEST, A DISTANCE OF 21.37 FEET; SOUTH 03'01'18" WEST, A DISTANCE OF 6.87 FEET; SOUTH 06'21'12" WEST, A DISTANCE OF 24.84 FEET; SOUTH 147004" WEST, A DISTANCE OF 28.86 FEET; SOUTH 1871'40" WEST, A DISTANCE OF 13.74 FEET TO THE INTERSECTION WITH THE AFORESAID NOR TH BOUNDARY LINE OF TAYLOR COVE; THENCE BEAR SOUTH 897921" WEST ALONG SAID NORTH BOUNDARY LINE OF TA YLOR COVE, A DISTANCE OF 154.91 FEET TO THE POINT OF BEGINNING. REVISIONS SHEET NO. DATE BID SET: FEBRUARY 21, 2017 TAYLOR CREEK CENTENNIAL PARK C&T PROJECT NO. 14-024 SHEET 1 OF 13 INDEX TO DRAWINGS SHT. NO. 1 COVER SHEET 2 SWPP & CLEARING PLAN 3 HORIZONTAL CONTROL & STRIPING PLAN 4 PAVING & DRAINAGE PLAN 5 GRADING PLAN 6 UTILITY PLAN 7-8 PAVING & DRAINAGE DETAILS 9 BAFFLE BOX & BANK STABILIZATION DETAILS 10 UTILITY DETAILS 11 SWPPP DETAILS 12 MAINTENANCE OF TRAFFIC 13 SPECIFICATIONS IR 1-4 IRRIGATION PLANS LA -1 LANDSCAPE PLAN LA -2 LANDSCAPE SPECIFICATIONS LEGAL DESCRIPTION A PARCEL OF LAND LYING IN AND BEING A PORTION OF SECTION 22, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING A T THE INTERSECTION WI TH THE EAST RIGH T— OF— WA Y LINE OF SE 6 TH AVENUE AND THE NORTH BOUNDARY LINE OF TA YLOR COVE, ACCORD/NG TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 60, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; THENCE BEAR NORTH 0020'48" WEST ALONG' SA/D EAST RIGHT—OF—WAY LINE OF SE 6TH A VENUE, A DISTANCE OF 353.79 FEET, THENCE BEAR NORTH 89 39 22" EAST, A DISTANCE OF 216.79 FEET TO THE INTERSECTION WITH THE WEST TOP OF BANK OF TAYLOR CREEK; THENCE BEAR THE FOLLOWING SEVEN TEEN (17) COURSES ALONG SAID WEST TOP OF BANK OF TAYLOR CREEK: SOUTH 1139'47" WEST, A DISTANCE OF 6.29 FEET, SOUTH 10'04'27" WEST, A DISTANCE OF 15.12' 02'05'26" WEST A DISTANCE OF 17 79 FEET; SOUTH 05'01'2 7" WEST, A DISTANCE OF 16.02 FEET; SOUTH 16'0821" WEST, A D/STANCE OF 28.81 FEET; SOUTH 1270'13" WEST, A DISTANCE OF 28.21 FEET; SOUTH 1056'29" WEST, A DISTANCE OF 16.86 FEET; SOUTH 04'07'04" WEST, A DISTANCE OF 21.46 FEET; SOUTH 0222'59" WEST, A DISTANCE OF 25.76 FEET; SOUTH 117 2 50" WEST, A DISTANCE OF 28.53 FEET, SOUTH 17'12'16" WEST, A DISTANCE OF 29.68 FEET; SOUTH 06'41'13" WEST, A DISTANCE OF 29.51 FEET, SOUTH 04'48'15" WEST, A DISTANCE OF 21.37 FEET; SOUTH 03'01'18" WEST, A DISTANCE OF 6.87 FEET; SOUTH 06'21'12" WEST, A DISTANCE OF 24.84 FEET; SOUTH 147004" WEST, A DISTANCE OF 28.86 FEET; SOUTH 1871'40" WEST, A DISTANCE OF 13.74 FEET TO THE INTERSECTION WITH THE AFORESAID NOR TH BOUNDARY LINE OF TAYLOR COVE; THENCE BEAR SOUTH 897921" WEST ALONG SAID NORTH BOUNDARY LINE OF TA YLOR COVE, A DISTANCE OF 154.91 FEET TO THE POINT OF BEGINNING. REVISIONS SHEET NO. DATE BID SET: FEBRUARY 21, 2017 TAYLOR CREEK CENTENNIAL PARK C&T PROJECT NO. 14-024 SHEET 1 OF 13 aPro.-2014 14-024 Okeechobee, Ta for CreekV 14-024 Base Const.Plans — Co. Diaz z CONST. & MAINTAIN INLET PROTECTION AROUND DRAINAGE INLETS (TYP.) EXIST. CONC. PAD INSTALL & MAINTAIN SINGLE ROW SILT FENCE (TYP.) w w 1 CONST. & MAINTAIN 50' SOIL TRACKING PREVENTION DEVICE (TYP.) EXIST. COVERED WOOD DOCK (TO REMAIN) AREA TO BE CLEARED (TYP.) I I I INSTALL SYNTHETIC HAY BALES AROUND INLETS (TYP.) IM CC CC 17. INSTALL FLOATING TURBIDITY BARRIER (TYP.) v SE 7TH STREET TAYLOR CREEK 400' R/W (P.B. 2, PAGE 83) fadm 0 0 w 0 0 w 0 O w 0 0 0 L4_1 w I I I I I I I 1 1 41 stk c-0 stk CONST. & MAINTAIN INLET PROTECTION AROUND DRAINAGE INLETS (TYP.) PROPOSED OUTFALL LOCATION LAT: N027 14' 11.49" LONG: NV80' 49' 28.13", INSTALL FLOATING TURBIDITY BARRIER (TYP.) TAYLOR CREEK RIGHT—OF—WAY LINE, PER PLAT BOOK 5, PAGE 60 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. CaII before you dig. AREA TO BE CLEARED (TYP.) COMPUTER FILE REF. FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 —REVISIONS — BY DATE / / / / / / DESIGNED CALCS. DRAWN DETAILED CHECKED APPROVED BY LGH SKM DATE 10/1 /15 10/3/16 GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. LEGEND BOUNDARY RIGHT OF WAY LINE EXIST. EDGE OF PAVEMENT EXIST. WATER SERVICE EXIST. SANITARY SEWER EXIST. FORCE MAIN AREA TO BE CLEARED PROPOSED BEACH �r SILT FENCE PROP. STORM DRAIN SYSTEM r ~ PROPOSED INLET PROTECTION `, PROPOSED TURBIDITY BARRIER •.. riPROPOSED SOIL TRACKING DEVICE PROPOSED SYNTHETIC HAY BALES NOTE ALL AREAS ON SITE TO BE CLEARED STEFAN K. MATTHES P.E. FL. REG. NO. 38723 TAYLOR CREEK CENTENNIAL PARK SWPP & CLEARING PLAN DATE: 10/3/16 HORIZ. SCALE: 1"=20' VERT. SCALE: N/A JOB No. 14-024 SHEET 2 OF 13 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg -r r L 0 N J N ¢ 0 ct 0110 J Z ,O Q 0 6, -J a 1 (/1 NMOL0 O CO LLI mato ZN N Y I J N Q M LJ I- aI 0 N M 1 J TOB r O M <-1 0 1- 0) 01 Z M Q 000 IW c•1 r0 0 0 Z �m0¢Y maMZ I CC N a N < QM Q 0 a N _J N I M L EX/IS'T. 70' R/W - TOB TOB - - TOB TQB --�TBB---� - -JOB EXIST. ° CONCRETES SIDEWALK - - - TOB - - - - TOB 1 ° r .1. TOB ° 1`n TO 0 J 0 Q 0 Z Mp m 0 x000 1w Y N OM W U Y 0 05 0 0 CO a M 0 >- N I- < M I- a I U 0 N M 5'W CROSSWALK 12" WHITE STRIPE 1 a d ---------------------------------------- 0 J "- COW — TOB 0 m N e M 0 I J aY ?i (YJ CV0< 0 0 m m• 0 W M Nv0m 0 I N < to Nar)U o ¢ M W CE M Z N < C`1 0 1 . M Cow TOB z ------------------- — — 2" WS TOB TOB - — — 24" SA — ——o6_430L -- EXIST. 70' R/W 7 L row, eow \ \ ` TOB - - [BENCHMAR SET MAG NAIL & DISK EL. 17.13' (NAVD 88) ^I I I� S'r 5/8" IR ROD I CAP "KAB z II II II I I3 IN I I 0 0 .(4.) r EXIST. RESIDEN77AL PROPERTY (TO REMAIN) LS 482 N 89'39'22" E 216.79' 4 46 FOUND 4"X4" CONCRET MONUMENT "6329" 1\Le I EXIST. COVERED WOOD DOCK 1 ii I (TO REMAIN) STOP SIGN (R-1) & 24" STOP BAR EXIST. SIDEWALK & CONC. PAD (TO REMAIN) 4 30' 4 4 22' TYP D CURB 4 5' SIDEWALK (TYP.) OHVV 49.40' — OH it 414 BIO DETBNTION A RAMP 6" THICKENED SIDEWALK / / STOP SIGN (R-1 & 24" STOP BAR R38' 4" THICKENED SIDEWALK PROPOSED RIP RAP AREA (TYP) PROPOSED BEACH AREA (NO RIP RAP) PAVILION (TYP.) MIN FFE 18.00 144 SF (EACH) 5'W CROSSWALK — 12" WHITE STRIPE CRD RAMP CRF RAMP DROP OFF AREA 6" SOLID WHITE STRIPE & 6" CHEVRONS @ 5 FT 0.0 113 CRE RAMP f - 5' SIDEWALK (TYP.) PROPOSED WOOD DOCK (BY OTHERS) 2" WS 610 STOP SIGN (R-1) & 24" STOP BAR D CURB 611, .111 co lx • AA A 123' SETBACK 10' MIN. CLR. CRC RAMP EXIST. GRAVEL 1* EXIST. CONC. PAVILION MIN. FFE 18.00 1,536 SF CURB ADA STRIPING & SIGNAGE CONST. BIKE RACK (5) 6" THICKENED SIDEWALK 114' SETBACK 16" FM - 97.32' 5 MIN TURN AROUND BENCH (TW.) LOT 1, BLOCK K, CENTRAL "OKEECHOBEE UTILITY Eovi S.W. CORNER OF GOVERNtIENT LOT 6 ["---(UNIMPROVED) 30' RW BENCHMARK SET IRON ROD & CAP ”KAB LS 4820' EL. 19.02' (NAVD 88) DETENITION1, LA, 1 -- iu I 14 om PAVILION (TYP.) MIN FFE 18.00 144 SF (EACH) PROPOSED WOOD BRIDGE 1— 8c GAZEBO (BY OTHERS) 5' SIDEWALK (TYP.) S 89'19'21" W 154.91' TAYLOR CREEK RIGHT-OF-WAY LINE, PER PLAT BOOK 5, P Ar•F 60 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. Call before you dig. COMPUTER FILE REF. FIELD BK./PG. 190.75'(P) CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 SET 5/8" IRON ROD & CAP "KAB LS 4820" GAZEBO MIN FFE 18.00 482 SF Lu LINE TABLE: L-1: S 11'39'47" W 6.29' L-3: S 02'05'26" W 17.79' L-4: S 05'01'27" W 16.02' L-6: S 12'10'13" W 28.21' L-7: S 10'56'29" W 16.86' L-8: S 04'07'04" W 21.46' L-9: S 02'22'59" W 25.76' L-10: S 11'12'50" W 28.53' L-11: S 17'12'16" W 29.68' L-12: S 06'41'13" W 29.51' L-13: S 04'48'17" W 21.37' L-14: S 03'01'18" W 6.87' L-15: S 0621'12" W 24.84' TAYLOR CREEK 400' R/W (P.B. 2, PAGE 83) --REVISIONS-- BY DATE DESIGNED LGH 10/1/15 • OF 13 DRAWN • CHECKED SKM 10/3/16 APPROVED \ ,I T., ,,, 1 1 45) GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. LEGEND WEI BOUNDARY RIGHT OF WAY LINE EXIST. TRACTS & EASEMENTS EXIST. EDGE OF PAVEMENT PROP. ASPHALT PROP. DRY DETENTION PROP. SIDEWALK PROP. BEACH PROP. RIPRAP PROP. STORM DRAIN SYSTEM PROP. GRAVITY SEWER LINE STEFAN K. MATTHES P.E. FL. REG. NO. 38723 TAYLOR CREEK CENTENNIAL PARK HORIZONTAL CONTROL 8c STRIPING PLAN BY DATE DESIGNED LGH 10/1/15 CALCS. OF 13 DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED \ ,I T., ,,, 1 1 45) GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. LEGEND WEI BOUNDARY RIGHT OF WAY LINE EXIST. TRACTS & EASEMENTS EXIST. EDGE OF PAVEMENT PROP. ASPHALT PROP. DRY DETENTION PROP. SIDEWALK PROP. BEACH PROP. RIPRAP PROP. STORM DRAIN SYSTEM PROP. GRAVITY SEWER LINE STEFAN K. MATTHES P.E. FL. REG. NO. 38723 TAYLOR CREEK CENTENNIAL PARK HORIZONTAL CONTROL 8c STRIPING PLAN JOB No. 14-024 SHEET 3 OF 13 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg 1 1 -4 96 X1 S E 16. --4C - TOB - TOB r L EWALK TOB JOB - - - - TOB MILL & OVERLAY 333 SY L AI3I. RC,r (TO BE REMOVED) EXIST. 22"W X 15"H ELLIPTICAL RCP C IKI\/ El 10 07 (TO BE REMOVED) BENCHMARK SET MAG NAIL & DISK "KAB LS 4820" IN ASPHALT, EL. 17.13' (NA VD 88) TO SD -11 <N0 y. X 6h CONST. 46 LF OF 14"X23"RCP ®0.19% Utl - - 1 A 4 A 4 7TH STREET o SD -12 EXIST. 22 w x in h ELLIPTICAL CMP 6k W INV. EL. TBD 6__ (TO BE REPLACED) 2" WS - - - - TOB - - - - '- TOB TO: x X X X EOV_ L 0 X 1- 0N XNN X xNco - - - 24" SA x 06 1N) 12"FM- z N 8939'22" E 216.79' 1 30' OHW /ii//* CONST. 16 LF OF 15" ADS ® 0.22% LIJ i X •J` 209.97d x SD -01) CONST. 20 LF OF 15" ADS ® 0.19% SD -19) 801 OHW- 1 1 0_ c I I 6� 16' X SD -10 OHvv 801 y �� BIO DTNTICWN 4' POND 4' . AC y 4, 4, 4 -71 1 LO/ N1 7,7 -7 - 7 1 OHVV OHW HW y 7 -.----- CONST. 80 LF OF TOB SD -02 SD -03 CONST. 46 LF OF 0 2.N TOB 4 . 1 a ,\I6 ' N PI ____ _a- - = Tom, 1 v) SAWCUT PAVEMENT & RESTORA TION -\ 30 SY X 16 11 ,pt gw 6 WS \ 6 2" WS / �ti - /11I' / X 1.1 I A 2" WS SD -13) CO CfNN CONST. 32 LF OF Eow 7 NN (TO BE ABANDONED)HN EXIST. CONC. CONST. 8 LF OF EXIST. CATCH BASIN RIM EL 15.33 (TO BE ABANDONED) EXIST. 36" CMP S. INV. EL. 11.66 (TO REMAIN) EVN CONST. 56 LF • LJE NNNN NNN CONST. 22 LF OF CONST. 126 30' RCP to co I 277 0 et o LF OF 1.50% CONST. 80 LF OF 4 ( x Pe PAVILION MIN. FFE 18.00 1,536 SF CO 0) co cot kNN SO NbNN CONST. 70 LF OF " W 353.79' 16" FM - - 11 0 801 NIN NIN BAFFLE BOX CONSTRUCT MANATEE GRATE 0 NNN XNNNNN CONST. 32 LF OF SD -07 4 1X ao 0 SD -08) XN 4 2 06 LL 0 CONST. 40 LF OF 0 1310 .fr DETENTI NiN - EOW - BENCHMARK NN SET IRON ROD & CAP "KAB LS 4820", EL. 19.02' (NAVD 88) PLAYGROUND CONST. 60 LF OF Nb' SD -09 TOB 190.75'(P) NNN -41 o t 1 - PROPOSED WOOD BRIDGE & GAZEBO (BY OTHERS) 0641 4 0/4 064 064 GAZEBO MIN FFE 18.00 482 SF 064/ 064 PROPOSED WOOD DOCK (BY OTHERS) 064/ LINE TABLE: L-1: S 11'39'47" W 6.29' L-7: S 1056'29" W 16.86' L-14: S 03'01'18" W 6.87' 0 ujo SFWMD No Notice General Permit 47-01058-P, Application 110411-16 Pursuant of Florida Statute 403.814, Taylor Creek Centennial Park Qualifies for a "No Notice General Permit." The Existing Culvert 36" CMP and inlet, originally permitted under 47-01058-P, Application 110411-16 will be retained. Additional water qulaity treatment will be provided onsite with the addition of dry detention ponds and BAFFLE BOX SD -17. tAt 4.1 1 1 GRAPHIC SCALE 20 0 10 20 1 inch = 20 ft. LEGEND SAN BOUNDARY RIGHT OF WAY LINE EXIST. EDGE OF PAVEMENT EXIST. WATER SERVICE EXIST. SANITARY SEWER EXIST. FORCE MAIN PROP. ASPHALT PROP. SIDEWALK PROP. DRY DETENTION 1 PROP. CROSS SECTION PROP. PAVEMENT RESTORATION PROP. MILL & OVERLAY PROP. RIP RAP BORING LOCATIONS DRAINAGE STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SD -01 Const. Type C Inlet GRATE = 17.30 S INV = 14.32 SD -02 Const. HOPE Yard Drain GRATE = 17.43 W INV = 14.32 SD -03 Const. 18" Conc. MES per FOOT DETAIL 272 SE INV = 14.00 SD -04 Const. Type C Inlet GRATE = 16.68 NW INV = 14.00 E INV = 14.10 S INV = 14.00 SD -05 Const. HOPE Yard Drain GRATE = 16.80 W INV = 14.90 SD -06 Const. HOPE Yard Drain GRATE = 17.30 W INV = 14.80 S INV = 14.90 SD -07 Const. P-7 Manhole GRATE = 17.64 N INV = 14.00 SW INV = 14.00 SD -08 Const. 24" Conc. MES per FOOT DETAIL 272 NE INV = 14.00 SD -09 Const. HOPE Yard Drain GRATE = 17.20 W INV = 14.80 Const. 15" Conc. MES per FOOT DETAIL 272 N INV = 14.12 Const. 14"x23" Conc. MES per FOOT DETAIL 272 S INV = 14.60 Const. 18" Conc. MES per FOOT DETAIL 272 E INV = 14.80 Const. J-7 Manhole TOP = 17.28 E INV = 11.28 N INV = 14.50 SD -14 Const. J-7 Manhole TOP = 17.12 W INV = 10.44 S INV = 10.34 SD -15 Const. Type E Inlet Control Structure GRATE = 16.00 W INV = 8.35 N INV = 8.45 SD -16 Const. HDPE Yard Drain GRATE = 17.13 N INV = 15.30 SD -18 Const. Type E Inlet GRATE = 15.33 E INV = 7.81 SD -19 Const. Type C Inlet GRATE = 16.88 S INV = 14.18 BAFFLE BOX DESIGN SD -17 BAFFLE BOX: 10'x16' PIPE SIZE 30" RCP TOP = 15.5 W. INV. = 8.02 E. INV. = 7.92 STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. Call before you dig. COMPUTER FILE REF. FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 -REVISIONS- BY DATE DESIGNED LGH 10/1./15 • DRAWN DRP 12/5/16 • CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK PAVING & DRAINAGE PLAN DATE: 12/5/16 BY DATE DESIGNED LGH 10/1./15 CALCS. DRAWN DRP 12/5/16 DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK PAVING & DRAINAGE PLAN DATE: 12/5/16 VERT. SCALE: N/A JOB No. 14-024 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg 1 J r L 96 X SE 7TH STREET - -4C - TOB TOB SOB - - TOB TOB TOB TO 1 e n° k ,6 ti x k9' X 06 X X 6. X IEO V TOB L 0 2" WS ° TOB X X X 6 4 ° �n TOB TOB �- - - 24" SA EOw x 06 6. INV. 14.8 g0 6 XN z N WS 1 1 41 1 1 y 17.15 12" FM - 17.052 30' 17.15 OHW HP 17.30 17.80 In TOB - 6 TOB - - - - 0e a 0\ A 1. \6'--,1 17.2 17.75 -\ D N x L ~ 47, 111 9) 5 I 19'0X 01 N 8939'22" E 216.79' r L--1 , 1 11 ')'- e a ----'�T_ a - 1 ° [ 17.3 17.63 17.13 209.98" x 6 X. • 17.53 17.13 17.63 4H:1V (TIP.) BENCHMAR" I� 0i ��" X 17.48 SET MAG NAIL & DISK "KAB LS 4820" IN ASPHALT, EL. 17.13' (NAVD 88) F I b 6'� SAN .• ,6 _ N I , Pr - 17.08 2" WS -f $ ' s 2" WS 17.28 17.13 rt - 17.65 17.02 ti 16.98 ia%%%/////////////%i % m' L2rjr O7 4)6 -^+ i. - - D a .. EXIT. , COIVC. • <,. • EXIST. 22"W X 15" EWPIICAL RCF4 1I N. INV. EL. 12.8.11 (TO BE ABANDONED -N t EXIST. CONC. x X X x EXIST. GRAVEL I 1 LJE 1 EXIST. CONC L 16" Fl - - - x X ./././.4-.-+-41111111.1.011' 1 I X, .'e // i / I 1 / / 1 °I / '/ / I 1 i,i-, k° k6 1 1 /' /' X X 1 1 1 X G, N e e -A 4 7HW <, 17.47 17.97 16.9 16.98 16.75 17.48 17.00 17.50 d 69 X X X 17.95 0 X 11 1 ti IX 1 1 I `1 I Ik6ti I , 17. ; 1f1 _�1kti I I 9 1 I I I 1 9 I 1 1 1 1 1 I1 1k9 _4\k x ,5,• / PAVILION (TYP.) MIN FFE 18.00 144 SF (EACH) 16.8 17.5 10' MIN. CLR. PAVILION MIN. FFE 18.00 1,536 SF x O O 0 16" FM - - 18.43 4 17.96 15.5 -4 0 OJ muminurar k � x ti EOW I 9P 13.8 16.0 BENCHMARK SET IRON ROD & CAP "KAB LS 4820' EL. 19.02' (NAVD 88) BIO DETENTION Az BOND ,,0.07,AC BOTTOM EL. 14.0 '1 W 1.5% (TYP) B 18.00 /- LIMITS OF FILL 55 Toe 17.39 I I 1 1 1 1 1 / 1 1 1 I 1 1 1 I I 1 I 1 1 / 1 1 1 l 1 1 1 1 W 1 Toe S 89'19'21" W 154x91' CONSTRUCT MANATEE GRATE E0 PAWLION (TYP.) MIN FFE 1&00 144 SF (EACH) 14/ PROPOSED WOOD BRIDGE & GAZEBO (BY OTHERS) Oinv PROPOSED WOOD DOCK (BY OTHERS) LINE TABLE: L-1: S 11'39'47" W 6.29' L-4: S 05'01'27" W 16.02' L-7: S 1056'29" W 16.86' L-8: S 04'07'04" W 21.46' L-9: S 0222'59" W 25.76' L-14: S 03'01'18" W 6.87' L-15: S 06'21'12" W 24.84' L-16: S 1410'04" W 28.86' L-17: S 1811'40" W 13.74' 0 0 1 1 GRAPHIC SCALE 20 0 10 20 1 inch = 20 ft. LEGEND SAN BOUNDARY RIGHT OF WAY LINE EXIST. EDGE OF PAVEMENT EXIST. WATER SERVICE EXIST. SANITARY SEWER EXIST. FORCE MAIN PROP. ASPHALT PROP. SIDEWALK PROP. DRY DETENTION 1 PROP. CROSS SECTION PROP. PAVEMENT RESTORATION PROP. MILL & OVERLAY PROP. RIP RAP STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. Call before you dig. COMPUTER FILE REF. FIELD BK./PG. MINN CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 -REVISIONS- BY DATE DESIGNED LGH 10/1/15 • DRAWN • CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK GRADING PLAN DATE: 10/3/16 BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK GRADING PLAN DATE: 10/3/16 JOB No. 14-024 SHEET 5 OF 13 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg TOB TOB r L O N JN a o 0) 0I Z v),72) W a I (n Y0 • MO 0 O -J 1 I- LO MZ(1) (V Y I J I- a I 0 N M 1 TOB TOB d ° d EXIST. d CONCRETE SIDEWALK - - TOB 10. X r 0 -/< o 00 Z - a 0 (-68 3 Iw YNM 0 • Z 0 CO a m M Z N ^ a a M a I-0- I 0 N M L -TGB- TOB JOB r 1- J TOB .1. TOB TO 0 <-1 0 I H M(m 0x01 IW Y N to W U 00�0 N < In HdIU 0 N I M TOB - - EXIST. SEWER VALVE EXIST. WATER VALVE X '5 1k TOB - - - - 1 a 4 4 SE 7TH STREET 0 N ---------------------------------------------- 0 - J J - TOB O C� N M o0 (n I 0 0w 0 N 0 a 00 CO m• 0 1 W 0- om o I ct a (n d ri U 1- OJ a M W I_ I < WNL 0 I M X X X1 16 X 1 Ow o � X 1 Eft 0 TOB 0 ------------------- - TOB WS TOB - 24" SA X 06 EXIST. SANI TAR Y MANHOLE SS -02) ws \ \ - i/Y//2/// I iii// 'i W 1\ 0 mI 0 Xi ° 0 11/ / / 4S' / CONST. / // 2" SADDLE / /I" CORP STOP N .1" WATER METER �' (POS) 0' z y l2"FI -1- Z 0) I3 I•N I I EXIST. WATER METER k0 SANITARY KEY HOLE N 89°39'22" E 216.79' ,7 r L X 1' I 1 OHW EXIST. SANITARY MANHOLE (ss-oi (PROPOSED E. INV 10.96 z a II 11 IN I 209.911 k X,09 X X 0$ _d ' X ' 1 1 -� '' 0 I 1 ,i ,i . I11 ' /_ X I''' ' I \ ,'d 1,'' k1 1 ' R�� x'\'' I 4< d ° 4 d ° 4 ° d EXIST. O N, C. ° 4 d ° ° h6 4 A d J 1 _-- - d _-- d d ' X EXIST. ANCHOR0. yh OHW AN H BIO '1' D'TNTION 4' POND 4' 6.0q AC 4, I I 1 In Z a ).03 kk X CONST. 62 LF 6" PVC SAN SDR 26 @ 1.0090 CONST. SANT TARY CLE N1SUT V. EL 11.58 TOP EL. 16.72 (POS) J 1 1 1 1 1 / 1 / 1 / 1 1 1 1 / 1 f / 1 1 1 1 1 1 09/ - 2" WS LEOW, EXIST. 2" WATER VALVE & METER 00 10. x10 X EXIST. CHAINLINK FENCE kh 0 x 1� X \d01 •Q! // 1.i� - EXIST. N (1)18"X8" z REDUCER I(1) 8" VALVE I (SS -03)x( I I I X I�-- -- EXIST. SEWER (1) 16" VALVE 16"X16"X2" WYE (1) 12"VALVE EXIST. WET WELL RIM EL. 18.1 N. INV. 8.90 n-r-� 1 1 LJE 1 ` EXIST. GENERATOR L 1 / 10' MIN. CLR. EXIST. WET WELL . TOP EL. 18.06 INV. 7.63 BOT. . .i X Xs L EXIST. LIFT STATION EXIST. VALVE VAULT TOP EL. 18.04 EXIST. BIO FILTER TOP EL. 20.75 ►411 LOT 1, BLOCK K, CENTRAL PARK (P.B. 2, PG. 39) 3-22-37-35-0030-000K0-0010 "OKEECHOBEE UTILITY AUTHORITY" E- E k k X zi (1) 16" CONST. 152 LF 1" POLY WS CONST. SANITARY CLEANOUT INV. EL. 12.33 TOP EL. 17.78 16" FM / < / XIST.1 EASEMENT / " W 353.79' CONST. 25 LF 6" PVC SAN SDR 26 ® 1.00 CONST. SANITARY CLEANOUT INV. EL. 12.58 TOP. EL. 17.94 O O O PLAYGROUND /I / / I I / I .fr \BIO, DETENTION PIOND,k ,1,0.07,AC '1 . W 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 EXIST. ANCHOR 4 EXIST. ANCHOR I TAYLOR CREEK RIGHT-OF-WAY LINE, PER PLAT BOOK 5, PAGE 60 EOW / 1 / / LINE TABLE: L-1: S 11'39'47" W 6.29' L-3: S 02'05'26" W 17.79' L-4: S 05'01'27" W 16.02' L-5: S 16'08'21" W 28.81' L-6: S 12'10'13" W 28.21' L-9: S 0222'59" W 25.76' L-11: S 17'12'16" W 29.68' L-12: S 06'41'13" W 29.51' L-13: S 04'48'17" W 21.37' L-14: S 03'01'18" W 6.87' L-16: S 14'10'04" W 28.86' L-17: S 18'11'40" W 13.74' TAYLOR CREEK 400' R/W (P.B. 2, PAGE 83) 1 • 1 GRAPHIC SCALE 20 0 10 20 1 inch = 20 ft. LEGEND BOUNDARY RIGHT OF WAY LINE EXIST. WATER SERVICE EXIST. SANITARY SEWER EXIST. FORCE MAIN PROP. SANITARY SEWER EXIST. EASEMENTS EXIST. VALVE EXIST. WATER METER 0 PROP. CROSSING MOM PROP. METER PROP. ASPHALT PROP. DRY DETENTION PROP. SIDEWALK SANITARY STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS EXIST. SMH CONNECT TO PROP EAST STUB OUT RIM = 17.22 N INV = 8.57 W INV = 8.45 (INSIDE DROP) EXIST. SMH SS -02 RIM = 17.00 NE INV = 8.32 S INV = 8.20 EXIST. WET WELL SS -03 (TO REMAIN) TOP EL. = 18.06 N INV = 7.63 BOTTOM INV = -1.94 UTILITY PLAN CROSSINGS CROSSING # TYPE NORTHING EASTING CLEARANCE BOTTOM OF PIPE TOP OF PIPE FINISH GRADE (INCHES) (ELEV.) (TYPE) (ELEV) (TYPE) (ELEV) CHECKED SKM 10/3/1 6 APPROVED See Okeechobee Utility Authority (OUA) Minimum Separation Distances on Sheet 10. *Actual Utility Elevation to be verified by Contractor STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. Call before you dig. COMPUTER FILE REF. FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLFR AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 --REVISIONS-- BY DATE DESIGNED LGH 10/1/15 • DRAWN • CHECKED SKM 10/3/1 6 APPROVED TAYLOR CREEK CENTENNIAL PARK UTILITY PLAN DATE: 10/3/16 BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/1 6 APPROVED TAYLOR CREEK CENTENNIAL PARK UTILITY PLAN DATE: 10/3/16 JOB No. 14-024 SHEET 6 OF 13 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg CR -C RAMP PER FDOT INDEX 304 HANDICAP SIGN PER FDOT INDEX 17346 SIDEWALK RAMP 12H:1V EOP 0 X Z_ < E Z o Q N RAMP 12H:1V 20' NOTES ��DOUBLE WHITE 4" STRIPE 10' TYPICAL STANDARD PARKING SPACE (3) 6" WHITE STRIPES EVENLY SPACED DOUBLE WHITE 4" STRIPE 5' r 6'1 2' CONCRETE STOP 12' 1. TOP PORTION OF FTP 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. TYPICAL HANDICAP PARKING SPACE WH I TES` 611 BLUE BLUE 20' 3. FTP 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 1 1 /2" R 1/2"� 1 1 /2" R 1.5 SERIES "C" 1/2" PARKING BY DISABLED PERMIT ONLY $250 FINE 18" FTP 26 CR—C RAVP, STANDARD 8c HANDICAP PARKING DETAIL N.T.S. EXISTING GRADE 12" MAX LIFT & PROOF ROLLED TO 98% COMPACTED T-180 OR AS APPROVED BY GEOTECHNICAL ENGINEER TYPICAL FILL PLACEMENT 8c COV PACTI ON DETAIL N.T.S. VARIES 2" �6"x6" 10/10 WWF OR FIBER MESH 1.5% TYPICAL v v 2" v vl V v v v v v L COMPACTED SUBGRADE - 95% MAX. DENSITY PER AASHTO T-99 v 1/4" R 7 v v r 1/4" ( v v v v 1/4" R7 v v 1/8" v v f \V TYPE "A" TYPE "B" SIDEWALK JOINTS 1/2" 1/2" PRE -MOLDED EXPANSION JOINT MATERIAL TYPE "C" TABLE OF SIDEWALK JOINTS TYPE LOCATION ABCDE AT P.C. AND P.T. OF CURVES AND AT JUNCTION OF EXISTING AND NEW SIDEWALKS. "B" 5'-0" CENTER TO CENTER ON NEW SIDEWALKS. „C" WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES SIDEWAL SIDEWALK CONSTRUCTION 'C CONSTRUCTION DETAILS N.T.S. 22-1 /4" 11 1-1/2" 24" J 32" °] U.S.F. #125 RING 8c COVER *REF U.S.F. #170E 8" BRICK OR NON—REINFORCED CONCRETE OR 6" REINFORCED CONCRETE 4" Sidewalk Curb (Where Necessary) N�0 Ramp 1:12 0 O Ramp 1:12 N 0 01 z 4' Min. PLAN VIEW n Rdwy. Pavt. 0 Landing (4' Utility Strip-' Grass Or Pavement (2' Min.) Y -a 7'-o" SIDEWALK WITH UTILITY STRIP 8" 16" When Located Along Type 'F' Curb And Gutter —N Pavement Relief (See Section C -C) 1 5% — Landing (6' Min.) max. 2' 0.02 — 0.02 SECTION B -B F Sidewalk Curb (Where Necessary) H (Varies) Note: For Additional Information On Sidewalk Curb Construction, See SIDEWALK CURB and SIDEWALK CURB OPTIONS details. SECTION THROUGH LANDING (UNRESTRICTED CONDITIONS) CR—C RAMP VARIES 3,000 PSI CONCRETE 1/2" CHAMFER 6" PAVEMENT 18" COMPACTED SUBGRADE THICKENED SIDEWALK/PAVEME\T SECTION N. T.S. ONE CAGE 14 O 12" CTRS. BOTH WAYS IN CENTER 1/3 OF CONCRETE WALL 1 ROADWAY A 8" cc 8" PLAN Gutter Line 4' Min. 7'-o" SIDEWALK PLAN VIEW CR -A Varies (11'-0" Shown) Ramp Varies (7'-8" Std.) 4' (Min.) 0.02 1:12 SECTION A -A Landing 0.02 SECTION THROUGH RAMP AND LANDING (UNRESTRICTED CONDITIONS) PROP. CURB TRANSI TION CR—A RAMP 5' SIDEWALK c( N CR—E CURB RAMP OPTION A - FLUSH SHOULDER (N.T.S.) Sidewalk Curb TYPE "E" GRATES ARE CASTED IN TWO SECTIONS TYPE INLET DIMENSION MAX. SIZE R.C.P. ABCDE LGH , 1 IN CALCS. A = 2'-0" 3'-1" 2 1/4'4- /4' —1 -1-2 1 1/4" 18"/24" m 3'-0" 4'-6" 3'-4" 4'-4" 1'-5" N 8" cc 8" PLAN Gutter Line 4' Min. 7'-o" SIDEWALK PLAN VIEW CR -A Varies (11'-0" Shown) Ramp Varies (7'-8" Std.) 4' (Min.) 0.02 1:12 SECTION A -A Landing 0.02 SECTION THROUGH RAMP AND LANDING (UNRESTRICTED CONDITIONS) PROP. CURB TRANSI TION CR—A RAMP 5' SIDEWALK c( N CR—E CURB RAMP OPTION A - FLUSH SHOULDER (N.T.S.) Sidewalk Curb TYPE "E" GRATES ARE CASTED IN TWO SECTIONS TYPE INLET DIMENSION MAX. SIZE R.C.P. ABCDE LGH 10/1/15 CALCS. C 2'-0" 3'-1" 2'-4" 3'-0" 11" 18"/24" E 3'-0" 4'-6" 3'-4" 4'-4" 1'-5" 24"/42" NOTE: (1) FOR MORE INFORMATION SEE D.O.T. 2015 STANDARDS INDEX NO. 232 GENERAL NOTES BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4" FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND. GRATES: CAST IRON GRATES TO BE IN ACCORDANCE WITH FLA. D.O.T. SPECS. FOR TRAFFIC BEARING GRATES. 14 BARS 0 9" CTRS. BOTH WAYS STORV MANHOLE N.T.S. TYPE "C 8c E" INLETS N.T.S. 5 3/4" z Sidewalk (5' Std.) 0.02 UtiL Strip Grass Or (2' Min.) ti Ramp Width (4.5' Min.) PLAN VIEW CR—F RAMP FINISHED GRADE MI TS FOR MACHINE INVERT EXCA VA TION MAXIMUM TRENCH WIDTH 2 x PIPE DEPTH + W PLACE AND COMPACT PER SPECIFICATION W PIPE 0.0. + 24 IN. MAX. WIDTH 12" 12" MAX. MAX. 1/2 PIPE "O.D." HAND PLACED SELECT MATERIAL NOTES: LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 10090 OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. TYPICAL TRENCH SECTION N.T.S. TyGurb CURB TRANSITION DETAIL N.T.S. 6" 2" Rd a ° 4 4 ° 44 4 1'-6" CO L 1b 4 3/4" R 4 ° 4 ° 4 Q 4 4 4 4 4 2'-0" 4 ° 4 4 8" — 6" y, 2" R 3 4" R R1-1 30" x 30" (TYP.) HIGH INTENSITY REFLECTIVE FDOT STANDARD STOP SIGN EDGE OF PAVEMENT IfPAVEMENT SECTION BASE SUBGRADE TYPE "D" CURB N.T.S. * NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. Lr- 1 1 /2" F - 2'x-11- - I GRATE 1 1/2" A 2 1/4" 1 2 1/4" -GRATE 5"- 2" CL. #4 BARS 12" 0.C. L 5 3/4" TYPE „F„ CURB N.T.S. EDGE OF PAVEMENT 2% (TYP.) MATCH PROP. ---- -GRADE AT TOB EYEBOLT 1. TYPE C INLET 2. TYPE E INLET 1_1)SEE GENERAL NOTES SECTION 32' (TYP) Pipe-, Plug STOP 6' TO 12' 12' ONE PANEL,(24"X24") STOP SIGN R1-1 24" WHITE STOP BAR NOT LESS THAN 7' STOP SIGN 8c STOP BAR DETAIL N.T.S. 15" Varies u Collar PLAN" Conc Slab® 1,5"x15"x3 4r__„.=1_=____40 Pr c" `Y �lProposed a� ii l 24" To Be Paid For As Yard Drain Proposed Main Line Pipe HDPE Tee YARD DRAIN ITEM INCLUDED: 10 8"x8"x8" HDPE Tee 4' Long. 02 One (1) Grate-Neehan No. R 4030, Phoenix Na P-1058, U.S. Foundry N 5605 No. or equivalent. iiTo Be Paid Foru- 0 12" HDPE pipe as necessary. As 12" Pipe ELEVA TION ® 0.01 Cu. yds. Conc for slab. Notes: 1. Yard drains to be located as shown in plans. Drainage area should not exceed 300 S.F. (grate flow 0.04 Cfs). 2. Yard drains may be constructed at the option of the property owner as shown on the pians. 3. Cost of plugs and collars to be included in the cost for 12" HDPE pipe. For collar and plug details see Index No. 280. 4. Yard drains to be paid for under the contract unit price for Yard Drains, EA. YARD DRAIN N.T.S. 32' (TYP) EDGE OF PAVEMENT 20' PARKING STALL 12' LANE 12' LANE 20' PARKING STALL 5' D CURB 1.0% TYP. 1.0% TYP. 1.5% (TYP.) MATCH EXIST. GRADE 5% MAX 1 1/2" TYPE SP -9.5 SUPER PAVE 18" LIMEROCK OR CEMENTED COQUIN SHELLROCK, PRIMED * 6" THICKENED EDGE CONC. SIDEWALK (SEE DETAIL) 12" COMPACTED SUBGRADE* * COMPACTED TO 98% OF MAX. DENSITY AS PER A.A.S.H.T.O. T-180 TYPICAL PAVEME\T SECTION N.T.S. NOTE: CONTRACTOR TO PROVIDE EOR MIX DESIGN AT LEAST 48 HOURS PRIOR TO CONSTRUCTION STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. CaII before you dig. COMPUTER FILE REF. FIELD BK./PG. } CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 —REVISIONS— BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK PAVING Sc DRAINAGE DETAILS DATE: 10/3/16 BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK PAVING Sc DRAINAGE DETAILS DATE: 10/3/16 HORIZ. SCALE: N/A VERT. SCALE: N/A JOB No. 14-024 SHEET 7 OF 13 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg DIMENSIONS AND QUANTITIES p See General Note No. 5. See Sheet 5 For 3" Slab Quantities • Values shown for estimating pipe quantities and are for information only. DATE 0 X A B C E F G H • M N 51? CONCRETE SLAB (CY) P SODDING (SY) Single Double Triple Quad. Single Double Triple Quad. Single Double Triple Quad. Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe 12 Slope I.442" Slope 15" 2'-7" 1.92' 2.18' 4.10' 2.06' 5' 1.22 2.9' 4.63' 7.21' 9.79' 12.37' 1.19' 0.38 0.58 0.77 0.96 21 24 27 30 18" 7-10" 1.97' 2.74' 4.71' 2.56' 6' 1.41' 3.4' 4.92' 7.75' 10.58' 13.42' 1.21' 0.44 0.65 0.87 1.09 22 25 28 31 24" 3'-5" 2.06' 3.85' 5.91' 3.56' 7' 1.73' 3.4' 5.50' 8.92' 12.33' 15.75' 1.25' 0.54 0.83 1.12 1.42 24 28 32 35 30" 4'-3" 2.15' 4.95' 7 10' 4.56' 8' 2.00' 3.4' 6.08' 10.33' 14.58' 18.83' 1.29' 0.66 1.09 1.50 1.91 26 31 35 40 36" 5'-7" 2.25' 6.08' 8.33' 5.56' 9' 2.24' 3.4' 6.67 11.75' 16.83' 21.92' 1.33' 0.81 1.38 1.95 2.51 28 34 39 45 42"6'-0" 5.23' 2.34' 7.21' 9.55 6.56' 10' 2.45' 3.4' 7.25 13.25 19.25' 25.25 1.38' 0.97 1.70 2.45 3.19 30 37 43 50 48" 6'-9" 2.43' 8.33' 10.76' 7.56' 11' 2.65' 3.4' 7.83' 14.58' 21.33' 28.08' 1.42' 1.13 2.04 2.93 3.84 32 39 47 54 54" 7'-8" 2.52' 9.44' 11.96' 8.56' 12' 2,83' 3.4' 8.42' 16.08' 23.75' 31.42' 1.46' 1.31 2.44 3.58 4.72 34 42 51 59 60" 8'-6" 2.62' 10.56' 13.18' 9.56' 14' 3.00' 4.4' 9.00' 17.50' 26.00' 34.50' 1.50' 1.51 2.89 4.28 5.68 36 45 55 64 66" 9'-2" 2.71' 11.68' 14.39' 10.56' 15' 3.18' 4.4' 9.58' 18.75' 27.92' 37.08' 1.54' 1.68 3.25 4.84 6.43 38 48 58 68 72" 10-0" 2.80' 12.80' 15.60' 11.56' 16' 3.30' 4.4' 10.16' 20.16' 30.16' 40.16' 1.58' 1.89 3.74 5.59 7.45 40 51 62 73 15" 7-7" 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4.0' 4.63' 7.21' 9.79' 12.37' 1.19' 0.57 0.87 1.15 1.44 23 26 29 32 B E p 6.42' p 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. O 10.40' 0 70.10' Dimensions permitted to allow use of 12' standard pipe lengths. 0 0 Concrete slab shall be deepened to form bridge across crown of pipe. See section below. 18" 2-10" 2.36' 5.12' 7.48' 5.03 9' 1.41' 4.0' 4.92' 7.75' 10.58' 13.42' 1.21' 0.66 0.99 1.31 1.65 25 28 31 35 24" 3-5" 2.53' 7.18' A 9.71' 7.03 A 11' 1.73' 4.0' 5.50' 8.92' 12.33' 15.75' 1.25' 0.85 1.30 1.75 2.20 28 32 36 40 30" 4'-3" 2.70' 9.25' 17.95' 9.03' 13' 2.00' 4.0' 6.08' 10.33' 14.58' 78.83' 1.29' 1.10 1.74 2.39 3.05 31 36 41 46 36" 5'-7" 2.87' 11.31' p 14.18' 11.03' p 15' 2.24' 4.0' 6.67' 11.75' 16.83' 21.92' 1.33' 1.32 2.21 3.08 3.96 34 40 46 52 2.92 6'-0" 3.05' 13.37' 16.42' 23.03' 17' 2.45' 4.0' 7.25' 13.25' 19.25' 25.25' 1.38' 1.58 2.76 3.91 5.09 38 44 51 58 48" 6'-9" 3.22' 15.43' 18.65' 15.09 19 2.65' 4.0' 7.83' 14.58' 21.33' 28.08' 1.42' 1.85 3.30 4.73 6.17 41 48 56 63 54" 7'-8" 3.39' 17.49' 20.88' 17.03 21' 2.83' 4.0' 8.42' 16.08' 23.75' 31.42' 1.46' 2.14 3.95 5.77 7.58 44 52 61 69 60" 8'-6" 3.56' 19.55' 23.11' 19.03 23' 3.00' 4.0' 9.00' 17.50' 26.00' 34.50' 1.50' 2.45 4.66 6.87 9.07 47 56 66 75 66" 9'-2" 3.73' 21.62' 25.35' 21.03' 25' 3.18' 4.0' 9.58' 18.75' 27.92' 37.08' 1.54' 2.88 5.54 8.18 10.84 49 59 69 80 72" 70'-0" 3.91' 23.68' 27.59' 23.03' 27' 3.30' 4.0' 10.16' 20.16' 30.16' 40.16' 1.58' 3.54 6.61 9.87 13.13 52 63 74 85 Genera/ ares See 'votes No 3"Or53"p s Deepen Around Outside Edge Of Pipe For 5W Slab Sod Beveled Or Round Corners CO LS. W -0 - Concrete Slab, 3" Or 51h" Thick, p Reinforced With WWF 6x6-WI.4xWI.4 TOP -VIEW SINGLE PIPE Loc. Ref. c T /-Sod *Slope: 1:4 Miter: To 4 Pipe Far Pipes 18" And Smaller. 1:2 For Pipes 24" And Larger. lc_ 1:2 Miter: To 4 Pipe Far Pipes 18" And Smaller. 1:1 For Pipes 24" And Larger. A Concrete Pipe ////////// Connector Saddle -/-""•-•!--* //////////b/////////'/(// 2 Not c Than D No Pipe Joint Permitted Unless Approved By The Engineer H ■ E #4 Bar Side Ditch Grade -\ 5' Sod 1 Paid For As Pipe Culvert .--. F (Pipe To Be Included Under Unit Price For Mitered End Section) SECTION J alien \; 7 - Concrete Slab, 3" Or 5W" Thick, p Reinforced With WWF 6x6-WI.4xWI.4 to TOP -VIEW MULTIPLE PIPE NOTE: See sheet 6 for details and notes. SINGLE AND MULTIPLE ROUND CONCRETE PIPE /-Sod LAST REVISION 07/01/02 DESCRIPTION: FOOT DESIGN STANDARDS 2016 CROSS DRAIN MITE RED END SECT][ON INDEX NO. 272 SHEET NO. 1 of 6 DIMENSIONS & QUANTITIES p See General Note No. 3. See Sheet 5 For 3" Slab Ouantities • Values shown for estimating pipe quantities and are for information only. DATE Rise R Span S X A B C E F G H • M N 53'," CONC. SLAB (CY) p SODDING (SY) Single Pipe Double Pipe Triple Pipe Quad. Pipe Single Pipe Double Pipe Triple Pipe Quad. Pipe Single Pipe Double Pipe Triple Pipe Quad. Pipe 1:2 Slope 12" 18" 2-10" 1.97' 1.62' 3.59' 1.56' 4' 1.50 2.4' 4.92' 7.75' 10.58' 13.42' 1.21' 0.30 0.49 0.67 0.85 21 24 27 30 14" 23' 3-4" 2.01' 1.99' 4.00' 1.89' 5 1.90' 3.1' 5.38' 8.71' 12.04' 15.38' 1.23' 0.37 0.59 0.87 1.02 22 26 29 33 19" 30" 4'-0" 2.11' 2.92' 5.03' 2.73' 6' 2.37' 3.3' 6.04' 10.04' 14.04' 18.04' 1.27' 0.50 0.80 1.09 1.39 24 28 33 37 24" 38" 5'-0" 2.20' 3.85' 6.05' 3.56' 7 2.85' 3.4' 6.79' 11.79' 16.79' 21.79' 1.31' 0.62 1.03 1.45 1.86 26 31 37 42 29" 45" 5-11" 2.34' 4.79' 7.73' 4.39' 8' 3.19 3.6' 7.50' 13.42' 1933' 25.25' 1.38' 0.75 1.30 1.84 2.39 28 34 41 47 34" 53' 7-0" 2.43' 5.72' 8.15' 5.23' 9' 3.57' 3.8' 8.25 15.25' 22.25' 29.25' 1.42' 0.90 1.61 2.32 3.03 30 37 45 53 38' 60" 7'-10" 2.52' 6.46' 8.98' 5.89' 9' 3.95 3.1' 8.92' 16.75 24.58' 32.42' 1.46' 7.03 7.89 2.74 3.60 31 40 49 57 43' 68" 8' -ll" 2.62' 7.39' 10.01' 6.73 10' 4.28' 3.3' 9.67' 18.58' 27.50' 36.42' 1.50' 1.19 2.26 3.33 4.40 33 43 53 63 48" 76" 7-11" 2.71' 8.33' 11.04' 7.56' 11' 4.59' 3.4' 10.42 20.33 30.25' 40.17' 1.54' 1.38 2.65 3.93 5.21 35 46 57 68 53' 83' 10-8" 2.80' 9.26' 12.06' 8.39' 12' 4.77' 3.6' 11.08' 21.75' 32.42 43.08' 1.58' 1.55 3.03 4.50 5.96 37 49 61 73 58" 97" 11'-8" 2.90' 10.19' 13.09' 9.23 13' 5.07' 3.8' 11.83 23.50' 35.17' 46.83 1.63' 1.75 3.47 5.20 6.93 39 52 65 78 1:4 Slope 12" 18" 7-10" 2.36' 3.06' 5.47 3.03' 5' 1.50 2.0' 4.97 7.75' 10.58' 13.47 1.21' 0.45 0.68 0.92 1.14 23 26 29 32 14" 23' 3-4" 2.44' 3.75' 6.19' 3.70' 6' 1.90 2.3 5.38' 8.71' 12.04' 75.38' 1.23' 0.53 0.83 1.13 1.42 24 28 32 35 19" 30" 4-0" 2.62' 5.47' 8.09' 5.36' 8' 2.37' 2.6' 6.04' 10.04' 14.04' 18.04' 1.27' 0.74 1.15 1.57 1.98 27 32 36 40 24" 38" 5-0" 2.79' 7.18' 9.97' 7.03' 10' 2.85' 3.0' 6.79' 17.79' 16.79' 21.79' 1.31' 0.97 1.57 2.19 2.81 30 36 41 47 29" 45' 5-11" 3.05' 8.90' 11.95' 8.70' 12' 3.19' 3.3 7.50' 13.42' 19.33 25.25' 1.38' 1.22 2.07 2.92 3.77 33 40 46 53 34" 53' 7-0" 3.22 10.62' 13.84' 10.36' 13 3.57' 2.6' 8.25 15.25 22.25' 29.25 1.42' 1.48 2.62 3.77 4.92 36 44 52 59 38' 60" 7'-l0" 3.39' 11.99' 15.38' 11.70' 15' 3.95' 3.3 8.97 16.75' 24.58' 32.42 1.46' 1.72 3.12 4.53 5.92 38 47 56 65 43' 68" 8'-11" 3.56' 13.71' 17.27' 13.36' 17' 4.28' 3.6' 9.67' 18.58' 27.50' 36.47 1.50' 2.02 3.78 5.56 7.32 41 51 61 71 48" 76" 9-11" 3.73' 15.43' 19.16' 15.03 19' 4.59 4.0' 10.47 20.33' 30.25' 40.17' 1.54' 2.34 4.49 6.64 8.79 44 55 66 77 53" 83' 10-8" 3.91' 17.15' 21.06' 16.70 20' 4.77' 3.3 11.08' 21.75' 32.47 43.08' 1.58' 2.66 5.17 7.66 10.76 47 59 71 83 58' 91" 11'-8' 4.08' 18.87 22.95' 18.36' 22' 5.01' 3.6' 11.83 23.50' 35.17' 46.83 1.63' 3.02 5.98 8.95 11.90 50 63 76 89 oPe ei ne diaries See Notes Nos. 3" Or 5392 Deepen Around Outside Edge Of Pipe For 5335" Slab t / / / Sod .5 4 so Concrete Slab, 3" Or 539 Thick, p Reinforced With WWF 6x6-WI.4xWI.4 TOP VIEW -SINGLE PIPE Loc. Ref. c *Slope: 1:4 Miter: To Major Axis 1:2 For Pipes 1:2 Miter: To Major Axis 1:1 For Pipes Ditch Grade For Pipes 24"x38" And Smaller. 29"x45" And Larger. For Pipes 29"x45" And Smaller. 34"x53" And Larger. Paid For As Pipe Culvert 7 Not < R No Pipe Joint Permitted Unless Approved By The Engineer H■ E #4 Bar 5 Sod F (Pipe To Be Included Under Unit Price For Mitered End Section) SECTION J Beveled Or Round Corners r`^ J Concrete Slab, 3" Or 536" Thick, p Reinforced With WWF 6x6-WI.4xWI.4 NOTE: See Sheet 6 For Details And Notes. TOP VIEW - MULTIPLE PIPE 0 SINGLE AND MULTIPLE ELLIPTICAL CONCRETE PIPE LAST REVISION 07/01/02 0 w cc DESCRIPTION: FDD 2016 �- DESIGN STANDARDS CROSS DRAIN MITE RED END SECT][ON INDEX NO. 272 SHEET NO. 4 of 6 MITI -RI -D I -ND SI-CTION DI- TAIL CUL VERT DIAMETER: 36 INCHES 1/2" ALUMINUM NUTS PIPE TOP PIPE BOTTOM THREADED ALUMINUM RODS 1/2" DIAMETER, (3) DRILLED THROUGH CULVERT MANATEE EXCLUSION DF V!CF FOR ROUND AND ELLIPTICAL PIPE TO OUTFALL 30" RCP EL. =8.35 WQ GRATE EL. =16.0 PROJECT • ' •• A s 2'x2 x2' GRAVEL SUMP PER DETAIL POND BOTTOM EL.=14.0 2.5'x2.5'x4" CONC. SLAB TOP EL: 14.0 (2500 PSI) 30" RCP N INV EL.=8.45 W INV EL.=8.35 L L 3"0 BLEEDER EL. =14.0 \ J / T SD -15 (WATER QUALITY STRUCTURE) N.TS. *NOTE: ALL ELEVATIONS ARE SHOWN IN NAVD EAST SIDE INFLOW 30" RCP EL. =8.45 STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. CaII before you dig. COMPUTER FILE REF. FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 -REVISIONS- BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK PAVING & DRAINAGE DETAILS DATE: 10/3/16 BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK PAVING & DRAINAGE DETAILS DATE: 10/3/16 HORIZ. SCALE: 1 '=10' VERT. SCALE: N/A JOB No. 14-024 SHEET 8 OF 13 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg JOB: TAYLOR CREEK, OKEECHOBEE DESCRIPTION: ECOVAULT"" 105(16)(10.75' DWG# 2125-A SPECIAL NOTES 1 ACCESS: (3) USF AHS 3660 ALUM. HATCHES PIPE HOLES PIPE PIPE SIZE PIPE INVERT HOLE SIZE HOLE INVERT HOLE RAISE INLET 30" RCP 8.02' TBD TBD TBD OUTLET 30" RCP 7.92' TBD TBD TBD JOINTS TO BE SEALED WITH DOUBLE RAMNEK BAFFLE / WEIR ELEVATIONS TOP OF FIRST BAFFLE 8.02' TOP OF FOG BAFFLE 11.02' BOTTOM OF FOG BAFFLE 8.52' TOP OF FILTER WEIR 9.85' INTERIOR BASE 4.02' NOTES: (1) STRUCTURE TO BE CONSTRUCTED TO ASHTO H-20 LOAD RATING (2) ALL DIMENSIONS ARE IN INCHES (3) CONNECTING PIPES ARE: INLET, 30" RCP; OUTLET, 30" RCP (4) ACCESS: (3) USF AHS 3660 ALUM. HATCHES (5) CUT CONNECTING PIPES FLUSH AGAINST WALL (6) DEBRIS SCREEN DETAILS: HINGE: 314" OD x 1/8" WALL x 1-112" LONG TUBING SECTIONS WITH 3/8" ALLEN HEAD BOLT FRAMES, 1.25" x 1.25" x .0625" STAINLESS STEEL TUBING HATCH STOPS: 2 ea. 2" x 4" x 3/16" & 1 ea. 2" x 2" x 3/16" STAINLESS FLAT BARS EXPANDED STAINLESS STEEL: STAINLESS 3/4" - #13,PERCENT OPEN AREA- 74% EYE BOLT: 3/8" x 2.5", ST. ST. OR EQUIVALENT EYE BOLT: SUPPLIED BY ECOSENSE 149 Z r 8 7.92 + 192• - 0 O W 0 O O W + 030 0 0 0 + EL. 15 1.50 MAX \ - 7 32 ' CHECKED 1 I TYP. L -06 24 O �-- 36 ---I 136 Y O c `` 16 a EXISTING GROUND t 144 16.00' 15.60' SURFACE 15.00' 14.00' 13.00' 12.00' 11.00' 10.00' 9.00' 02' INLET INVERT_ OUTLET INVERT, 7.00' 6.00' 5.00' 4.00' 3.00' T 30 46.8 Z r z r Z r 10 15 36 �� 28 --t-36 �-- 29 --t-36 12 70 Hf6h- 1 \ 3011 LI 32 - 54 38 30 -I 89 123 6f 1-1 48 13 T129 30 48 1 10 10' x 16' x 10.75' 61 This drawing contains proprietary, confidential and privileged information. Any unauthorized review, use, disclosure or distribution is strictly prohibited. U 0 DRAWN BY: ANDREWS APPROVED BY: EcoSense International, Inc. Office: (321) 636-6708 SHT: 1 OF 2 DATE: 07-25-16 JOB: TAYLOR CREEK, OKEECHOBEE DESCRIPTION: ECOVAULTTM 10'x16'x10.75' SPECIAL NOTES 1 ACCESS: (3) USF AHS 3660 ALUM. HATCHES PIPE HOLES PIPE PIPE S INLET 30" RCP OUTLET RCP 30" IZE PIPE INVERT HOLE SIZE HOLE INVERT HOLE RAISE 8.02' TBD TBD TBD 7.92' TBD TBD TBD JOINTS TO BE SEALED WITH DOUBLE RAMNEK BAFFLE / WEIR ELEVATIONS TOP OF FIRST BAFFLE 8.02' TOP OF FOG BAFFLE 11.02' BOTTOM OF FOG BAFFLE 8.52' TOP OF FILTER WEIR 9.85' INTERIOR BASE 4.02' NOTES: (1) STRUCTURE TO BE CONSTRUCTED TO ASHTO H-20 LOAD RATING (2) ALL DIMENSIONS ARE IN INCHES (3) CONNECTING PIPES ARE: INLET, 30" RCP; OUTLET, 30" RCP (4) ACCESS: (3) USF AHS 3660 ALUM. HATCHES (5) CUT CONNECTING PIPES FLUSH AGAINST WALL (6) DEBRIS SCREEN DETAILS: HINGE: 3/4" OD x 1/8" WALL x 1-1/2" LONG TUBING SECTIONS WITH 3/8" ALLEN HEAD BOLT FRAMES, 1.25" x 1.25" x .0625" STAINLESS STEEL TUBING HATCH STOPS: 2 ea. 2" x 4" x 3/16" & 1 ea. 2" x 2" x 3/16" STAINLESS FLAT BARS EXPANDED STAINLESS STEEL: STAINLESS 3/4" - #13,PERCENT OPEN AREA- 74% EYE BOLT: 3/8" x 2.5", ST. ST. OR EQUIVALENT EYE BOLT: SUPPLIED BY ECOSENSE O DWG# 2125-A Filter Frame 16.00' 15.60' SURFACE 15.00' 14.00' 13.00' 12.00' 11.00' 10.00' 9.00' 8.02' INLET INVERT\ 7.92' OUTLET INVERT, 7.00' 6.00' 5.00' 4.00' 3.00' Filter Weir FOG Baffle/Weir Ported Weir This drawing contains proprietary, confidential and privileged information. Any unauthorized review, use, disclosure or distribution is strictly prohibited. Debris Screens Debris Screen Bypass Rails a 7 O Support Brackets DRAWN BY: ANDREWS APPROVED BY: EcoSense International, Inc Office: (321) 636-6708 SHT: 2 OF 2 DATE: 07-25-16 W 00 0 I EL. 20 0 Nd o I 1.57 216 208 00 O 192• - 0 O W 0 O O W + I o N + 0 0 0 + EL. 15 1.50 MAX • ' CHECKED r-- EXISTING GROUND TYP. MAX --•--ice _____ - f ' '' ; r 120 136 144 EXISIING GROUND `` 36 a EXISTING GROUND `\ ' "-• PROPOSED 5' --- . EL. 10 it Il _1 SIDEWALK I ll I 1 l Il - - it - _r- I I I III I I I 1r-__7'1 I- 1'1 I�r_ I EL. 10 ` PROPOSED WATER EL. 12.29 T . SIDEWALK II 1 1 I II 1 1 1 4:1 SLOPE EL. 5 WATER EL. 12.29 T 30 46.8 Z r z r Z r 10 15 36 �� 28 --t-36 �-- 29 --t-36 12 70 Hf6h- 1 \ 3011 LI 32 - 54 38 30 -I 89 123 6f 1-1 48 13 T129 30 48 1 10 10' x 16' x 10.75' 61 This drawing contains proprietary, confidential and privileged information. Any unauthorized review, use, disclosure or distribution is strictly prohibited. U 0 DRAWN BY: ANDREWS APPROVED BY: EcoSense International, Inc. Office: (321) 636-6708 SHT: 1 OF 2 DATE: 07-25-16 JOB: TAYLOR CREEK, OKEECHOBEE DESCRIPTION: ECOVAULTTM 10'x16'x10.75' SPECIAL NOTES 1 ACCESS: (3) USF AHS 3660 ALUM. HATCHES PIPE HOLES PIPE PIPE S INLET 30" RCP OUTLET RCP 30" IZE PIPE INVERT HOLE SIZE HOLE INVERT HOLE RAISE 8.02' TBD TBD TBD 7.92' TBD TBD TBD JOINTS TO BE SEALED WITH DOUBLE RAMNEK BAFFLE / WEIR ELEVATIONS TOP OF FIRST BAFFLE 8.02' TOP OF FOG BAFFLE 11.02' BOTTOM OF FOG BAFFLE 8.52' TOP OF FILTER WEIR 9.85' INTERIOR BASE 4.02' NOTES: (1) STRUCTURE TO BE CONSTRUCTED TO ASHTO H-20 LOAD RATING (2) ALL DIMENSIONS ARE IN INCHES (3) CONNECTING PIPES ARE: INLET, 30" RCP; OUTLET, 30" RCP (4) ACCESS: (3) USF AHS 3660 ALUM. HATCHES (5) CUT CONNECTING PIPES FLUSH AGAINST WALL (6) DEBRIS SCREEN DETAILS: HINGE: 3/4" OD x 1/8" WALL x 1-1/2" LONG TUBING SECTIONS WITH 3/8" ALLEN HEAD BOLT FRAMES, 1.25" x 1.25" x .0625" STAINLESS STEEL TUBING HATCH STOPS: 2 ea. 2" x 4" x 3/16" & 1 ea. 2" x 2" x 3/16" STAINLESS FLAT BARS EXPANDED STAINLESS STEEL: STAINLESS 3/4" - #13,PERCENT OPEN AREA- 74% EYE BOLT: 3/8" x 2.5", ST. ST. OR EQUIVALENT EYE BOLT: SUPPLIED BY ECOSENSE O DWG# 2125-A Filter Frame 16.00' 15.60' SURFACE 15.00' 14.00' 13.00' 12.00' 11.00' 10.00' 9.00' 8.02' INLET INVERT\ 7.92' OUTLET INVERT, 7.00' 6.00' 5.00' 4.00' 3.00' Filter Weir FOG Baffle/Weir Ported Weir This drawing contains proprietary, confidential and privileged information. Any unauthorized review, use, disclosure or distribution is strictly prohibited. Debris Screens Debris Screen Bypass Rails a 7 O Support Brackets DRAWN BY: ANDREWS APPROVED BY: EcoSense International, Inc Office: (321) 636-6708 SHT: 2 OF 2 DATE: 07-25-16 W 00 0 I EL. 20 0 Nd o I 1.57 1 57T; 9 00 O o 0 O W 0 O O W + I o N + 0 0 0 + EL. 15 1.50 MAX • ' CHECKED r-- EXISTING GROUND TYP. MAX --•--ice _____ - f ' '' ; r `-------� EXISIING GROUND `` EXISTING GROUND `\ ' "-• PROPOSED 5' . EL. 10 SIDEWALK - '' `-. EL. 12.29 12.29 - �, EL. 10 ` PROPOSED WATER EL. 12.29 T . SIDEWALK ___ �r PROPOSED 4:1 SLOPE EL. 5 WATER EL. 12.29 ------___ EL. 5 _-_-_-_ ... _... PROPOSED '�� RIPRAP PROPOSED - - - - v, PROPOSED '--� AREA EXISTING _/ BEACH i" `'' EXISTING _ _ EL. 0 AREA ROTTOM PROPOSED EX�S 11NG RIPRAP CANAL `-' EL. 0 BOTTOM AREA SECTION A -A SCALE HORIZONTAL 1"=10' VERTICAL: 1"=4' W oo Ni0- EL. 20 1 EL. 15 1 o 0 d 1 0 d 1 1 0 o d I o O Lu O W + 0 d + EL. 15 0 + 1.50 59• • ' CHECKED • EXISTING GROUND TYP. MAX --•--ice _____ - EXISTING GROLND `` EXISTING GROUND `\ ' "-• EL. 10 ` . PROPOSED 5' - '' \ EL. 12.29 12.29 - �, EL. 10 PROPOSED 5' '. T SIDEWALK ___ �r '-...` \ EL. 5 WATER EL. 12.29 ------___ _-_-_-_ ... _... PROPOSED '�� RIPRAP PROPOSED 4:1 SLOPE v, EL. 5 AREA EXISTING _/ EXISTING ROTTOM PROPOSED t!U I IOM RIPRAP `-' EL. 0 AREA EXISTING CANAL trOTTOM 5' SIDEWALK 1.5% TYP. SECTION C- C SCALE HORIZONTAL 1"=10' VERTICAL: 1"=4' VARIES 2'-15' 57 MAX w o d I EL. 20 o d I 1.57 0 O I O 0 oLI O O W + 0 N + 0 d rn + EL. 15 59 DRAWN • ' CHECKED • EXISTING GROUND APPROVED --•--ice _____ - EXISTING GROLND `` `\ EL. 10 . PROPOSED 5' - '' WATER EL. 12.29 12.29 - �, PROPOSED SIDEWALK T ___ �r EL. 5 Ph'OPOSLU 4:1 SLOPE ------___ _-_-_-_ ... _... PROPOSED '�� RIPRAP -' EL. 0 AREA EXISTING _/ EXISTING ROTTOM CANAL t!U I IOM SECTION B -B SCALE HORIZONTAL 1"=10' VERTICAL: 1"=4' oL. o PO d EL 20 I o oo N 0 I o I DESIGNED 0 O W + 0 N + 0 0 + EL. 15 DRAWN • ------.--___ CHECKED • EXISTING GROUND APPROVED _____ - `` EL. 10 �. WATER EL. 12.29 . �'`�-�`r PROPOSED 4:1 SLOPE \ EL. 5 PROPOSED '�� RIPRAP -' EL. 0 AREA EXISTING _/ GANAL ROTTOM CANAL BANK CROSS SECTIONS 4 ° ° Q -77" VVVVVVVVV SCALE: 1"= 10' VARIES 17'± - 25'± TOP OF BANK EL. VARIES 17.0 f - 18.8± SOD AND PIN --111411111111.... -411111111111111h- --"1111111111110.- -44111111111m.- EXISTING CANAL BANK SECTION D -D SCALE HORIZONTAL 1"=10' VERTICAL: 1"=4' 3'f FOR BEACH AREA REPLACE RIP RAP WITH CLEAN SAND PROPOSED 4: 1 SLOPE (0 • 1 MAX ft-414,4-,Atkot-rietor: 4-6;00u 4440 4; IP 7'± CONSTRUCT ROCK RIP RAP 12" THICK 6" BEDDING STONE INSTALL GEOTEXTILE FILTER FABRIC BENEATH RIP RAP MIN. 12" CLEAN SAND (LESS THAN 57 FINES) TYPICAL BANK GRADING NTS 1 WATER EL. 12.29 N • �•*•*•�• 24"--I EXISTING CANAL BOTTOM STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. CaII before you dig. COMPUTER FILE REF. FIELD BK./PG. Mr CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 CULPEPPER & TERPENING, INC -REVISIONS- BY DATE DESIGNED LGH 10/1/15 • DRAWN • CHECKED • 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK BAFFLE BOX & BANK STABILIZATION DETAILS DATE: 10/3/16 BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK BAFFLE BOX & BANK STABILIZATION DETAILS DATE: 10/3/16 HORIZ. SCALE: 1'=10' VERT. SCALE: N/A JOB No. 14-024 SHEET OF 13 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg VALVE BOX PROPERTY LINE CHECK VALVE (RESIDENTIAL) METER BOX PRESSURE TEST LIMIT ....:: �..� ten: -..,:..�:..;- 24" !IVII I,'�uMIN. METER ISOLATION VALVE PAVEMENT ANGLE STOP (LOCKING TYPE) \ 3/4 " OR 1" MIN. SERVICE POLYETHYLENE TUBING 24" MIN. LINE SHORT SERVICES ONLY 0' OR 45' ANGLE CENTER & SEAL ENDS (TYP) FOR INSTALLATION OF SERVICES UNDER EXISTING OR PROPOSED PAVEMENT AND RIGHTS OF WAY, INSTALL GALVANIZED STEEL (2" MIN., 4" MAX.) SCH. 40 PVC OR HDPE CASING CORP STOP WATER MAIN 30" MIN. FOR NEW MAIN DOUBLE STRAP SADDLE. (CORPORATION STOP IS REQUIRED) NOTES: 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" APART. TAPS SPACED BETWEEN 18" TO 48" SHALL BE OFFSET TO EACH SIDE OF THE MAIN, OR OFFSET 45'. 2. METER BOX SHALL BE SET TO CONFORM TO FINISHED GRADE ADJACENT TO PROPERTY LINE. METER BOX SHALL NOT BE PLACED IN SIDEWALK OR DRIVEWAY AREAS. SERVICE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS. 3. SERVICE CONNECTION TUBING TO BE POLYETHYLENE AND MAXIMUM LENGTH OF 100'. 4. ALL 5/8 " & 1" METERS REQUIRE A 3/4 " & 1" LOCKING ANGLE METER VALVE RESPECTIVELY. 5. AFTER METER INSTALLATION, INSTALL LINE VALVE IN CUSTOMER SERVICE LINE. 6. DIMENSION "A" = 7" (5/8" X 3/4" METER) = 8" (1" METER) 7. CONTRACTOR TO PROVIDE & INSTALL ENTIRE WATER SERVICE UP TO ANGLE STOP INCLUDING METER BOX. 8. OUA TO PROVIDE AND INSTALL METER. 9. OUA TO INSTALL IN -UNE DUAL CHECK VALVE (RESIDENTIAL). 10. OUA TO INSTALL ISOLATION VALVE & BOX ON CUSTOMER SIDE OF METER INSTALLATION. * 36" MIN. IN STATE ROAD R/W & UNDER ASPHALT OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TYPICAL SERVICE CONNECTION (UNDERGROUND) FOR 5/8" x 3/4" OR 1" METER PAGE No D1 LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314 OTHER PIPES HORIZONTAL SEPERATION CROSSING (1) JOINT SPACING @ CROSSINGS (FULL JOINT CENTERED) 10" 8" 12" 10" 15" 12" 18" WATER MAIN 21" ALTERNATE 3 FT. MINIMUM 24" 18" WATER MAIN APPROVED 12 INCHES IS THE MINIMUM STORM SEWER, STORMWATER FORCE MAIN, 3 FT. MINIMUM EXCEPTTHEN 6 FOR STORM SEWER, ES S THE IAND WATER MAIN RECLAIMWATER(2) MINIMUM PREFERRED 12 INCHES IS i WATER MAIN ALTERNATE 3 FT. MINIMUM WATER MAIN VACUUM SANITARY 10 FT. PREFERRED 12 INCHES PREFERRED 6 INCHES MINIMUM WATER MAIN SEWER 3 FT. MINIMUM WATER MAIN ALTERNATE 6 FT. MINIMUM WATER MAIN 1 12 INCHES IS THE MINIMUM GRAVITY OR PRESSURE SANITARY SEWER 10 FT. PREFERRED EXCEPT FOR GRAVITY SEWER, THEN 6 INCHES IS THE WATER MAIN SANITARY SEWER FORCEMAIN 6 FT. MINIMUM (3) MINIMUM AND 12 INCHES IS PREFERRED RECLAIM WATER (4) ON-SITE SEWAGE TREATMENT & DISPOSAL 10 FT. MINIMUM --- --- FAC RULE 62-555.314 NOTES: 1. WATERMAIN TO CROSS OVER CONFLICT PIPES WHEREVER POSSIBLE, MAINTAINING 30 INCHES COVER AND 6 INCHES SEPARATION AS MINIMUMS. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MIN. SEPARATION I5 12 INCHES. 2. RECLAIMED WATER REGULATED UNDER PART III OF CHAPER 62-610, F.A.C. 3. 3 FT FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SANITARY SEWER. 4. RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. NOTES: A. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE PIPE TO CROSS ABOVE CONFLICT PIPE WITH 6 INCHES VERTICAL SEPARATION AND MAINTAIN 30 INCHES COVER TO FINISHED GRADE. B. FITTINGS SHALL BE RESTRAINED MTh MECHANICAL RESTRAINTS (MEGALUG). IN ACCORDANCE WITH OUA STANDARD DETAILS. C. THE DEFLECTION TYPE CROSSING IS PREFERRED. D. DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION. E. MECHANICALLY RESTRAIN ALL FITTINGS, AS PER MANUFACTURERS RECOMMENDATION AND OUA STANDARD DETAILS. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 WATER MAIN - SANITARY SEWER CONFLICT PAGE No D16 z O z ce Lai 02 0 z UNE FROM METER ALL PIPING IS METER SIZE to C1 z ALL PIPING IS BRASS WITH THREADED w w M x DIMENSION "A" = 7" (5/8" Ow 0LLI Z a 0 CORP. STOP w In m w z z bi O' a 3a OD C) <0 0 zw � Cf) a K w0_ Ma w J 0a �O m a mZ coo cc woo mo- re o0N OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 5/8" X 3/4" AND 1" METER IN BOX / BACKFLOW ABOVE GROUND PAGE No D2A SCHEDULE FOR DROP M.H. INLET PIPE DIAMETER 'D1" DROP PIPE DIAMETER "02" 8" 8" 10" 8" 12" 10" 15" 12" 18" 15" 21" 18" 24" 18" GRASSY AREA SEE D-25 FOR STANDARD M/H FRAME AND COVER FINISHED GRADE I D1 1 T 8" MIN.-� p." . n o e 0000 0 ao a 0 o MIN. 4' DIA. (MIN.) 0 I° 0 0 01, co 0 6' 00 6" MIN. MIN. GRAVEL 3" MIN. 0.8 x DIA. 6T MIN. NOTES: 1. ALL DETAILS AND SPECIFICATIONS FOR STANDARD MANHOLES ARE APPLICABLE EXCEPT FOR REFERENCES TO DROP ASSEMBLY. 2. THE PRECAST BASE SHALL EXTEND FULLY UNDER THE DROP ASSEMBLY. 3. DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT INVERT IS LOCATED 2.0 FEET OR MORE ABOVE THE MAIN CHANNEL INVERT. 4. SOLVENT TYPE JOINT PVC FITTINGS MAY BE UTILIZED IN THE DROP ASSEMBLY ONLY. 5. INSIDE DROP MAY BE USED ONLY IN EXISTING SEWERS AND WITH PRIOR APPROVAL OF OUA. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 INSIDE DROP CONNECTION FOR STANDARD MANHOLE EXISTING SEWERS ONLY PAGE No D29A JURISDICTIONAL LINE (IF APPLICABLE) SILT SCREEN RESTORATION & GRASSING PAYMENT LIMITS NOTES: UNDISTURBED EARTH BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 12" LOOSE THICKNESS UFTS. BACKFILLED & COMPACTED TO 985 MAX. DENSITY AT +/- 25 OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 6" LOOSE THICKNESS LIFTS. 1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS, LARGE CLODS OF EARTH OR STONES. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCKS AND ROOTS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. 3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. 4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT AND OR OSHA. 5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS. 6. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. 7. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH CONNECTION. 8. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TYPICAL TRENCH DETAIL PAGE No D13 EASEMENT, R/W OR PROPERTY LINE 8"x4' WYE 2'x2'x4" CONCRETE PAD PWG & SEAL CLEAN-OUT WITH INVERTED PLUG FLUSH WITH CONCRETE 3'-0" MIN. II 8"x6" P.V.C. TEE -WYE 2'x2'x4" CONCRETE PAD 4" MIN. INDIVIDUAL HOUSE CONNECTION CLEAN-OUT WITH INVERTED PLUG FLUSH 1V11H CONCRETE ALL ENDS TO BE PLUGGED & SEALED W S1D. STOPPERS OR PLUGS .mom )'1w INN"- f OF MAIN SEWER. 6' P.V.C. BEND AS REQUIRED 8"x6" P.V.C. TEE -WYE TRENCH PLAN /ez,- EASEMENT, R/W OR PROPERTY UNE 2'x2'x4" CONCRETE PAD AN -OUT WITH INVERTED PLUG FLUSH WITH CONCRETE EASEMENT, R/W OR PROPERTY UNE 6' P.V.C. SERVICE LATERAL SLOPE 1/4 ' PER FOOT EYP., 1/8 " PER FOOT MIN. PROPERTY UNE 6" X 6" X 4" X 4' STD. P.V.C. DOUBLE Y BRANCH 2'x2'x4" CONCRETE PAD 4" MIN. INDIVIDUAL HOUSE CONNECTION CLEAN-OUT WITH INVERTED PLUG FLUSH WITH CONCRETE EASEMENT, R/W OR PROPERTY UNE II' oil �,%�C�.�`�, �� IIIII�II 6"X6 X4"X4"STD. P.V.C. DOUBLE 'Y BRANCH 2'x2'x4" CONCRETE PAD CLEAN-OUT WITH INVERTED PWG FLUSH WITH CONCRETE 3'-0" MIN. PLUG & SEAL 4" 45' BEND 6" P.V.C. SERVICE LATERAL 6'x4" WYE SLOPE 1/4 ' PER FOOT TYP., 1/8 " PER FOOT MIN. SINGLE SERVICE CONNECTION TO BE DETERMINED IN THE FIELD (60' MAX.) UNDISTURBED EARTH DOUBLE SERVICE CONNECTION SECTION N 0 T E S: 1. SERVICE LATERALS SHALL TERMINATE AT PROPERTY UNE AT A DEPTH OF 3 FEET, PLUGGED WATERTIGHT WITH CLEAN-OUT. 2. THE MINIMUM DIAMETER OF ALL SINGLE HOUSEHOLD CONNECTIONS SHALL BE 4"MINIMUM ALL OTHERS SHALL BE 6" AND ALL DOUBLE SERVICES 3. CONNECTION TO O.U.A. LATERAL SHALL BE MADE WITH A CLEAN-OUT AT PROP,ERTY LINE BY THE CONTRACTOR OR CUSTOMER MAKING THE CONNECTION, WITH A 2'x2'x4 CONCRETE PAD WITH A INVERTED PLUG, BOTH TO BE SET AT FINAL GRADE OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TYPICAL SEWER SERVICE CONNECTION PAGE No D31 ASPHALTIC CONCRETE OVERLAY AREA SEE DRAWINGS FOR LIMITS SURFACE REPLACEMENT I_ W+4' h''II TOP OF TRENCH WIDTH -7 I II ........................................................................ iffifEXISTING BASE f PROPOSED BASE 18" NOTES: UNDISTURBED EARTH EXISTING ASPHALT SURFACE BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 6" LOOSE THICKNESS LIFTS. 1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION, FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS LARGE CLODS OF EARTH OR STONES. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCK AND ROOTS SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR. 2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. 3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. 4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT AND OR OSHA. 5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS. 6. BACKFILL SHALL BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMPERS FOR THE FULL WIDTH OF THE TRENCH AND UP TO THE BOTTOM OF THE ROADWAY BASE. PARTICULAR ATTENTION MUST BE GIVEN TO THE ADEQUATE COMPACTION OF THE HAUNCHES OF THE PIPE. THE BACKFILL SHALL BE COMPACTED TO 98% AASHTO T-180/ASTM D 1557 TAKEN AT THE SPRING UNE, AT ONE FOOT ABOVE THE CROWN OF THE PIPE, AND EVERY FOOT VERTICALLY THEREAFTER. 7. BASE MATERIAL SHALL BE THE SAME TYPE AS THE MATERIALS REMOVED. 8. SURFACE REPLACEMENT SHALL BE F.D.O.T. MIX TO MATCH EXISTING PAVEMENT, WITH A THICKNESS EQUAL TO THE EXISTING OR 2" WHICHEVER IS GREATER. 9. PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED BUTT JOINTS, HEATED, RAKED AND SPRAYED WITH A REJUVENATING AGENT. THE PATCH AREA SHALL BE A SMOOTH PLANE SUCH THAT A STRAIGHT EDGE PLACED ACROSS THE PATCH, PARALLEL TO THE TRAFFIC FLOW AND EXTENDING TO UNDISTURBED PAVEMENT SHALL SHOW NO MORE THAN 1/4" IRREGULARITY IN ANY 15 FT. SECTION. ANY IRREGULARITY SHALL BE CORRECTED IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS. 10. "COLD PATCH" SHALL BE USED FOR TEMPORARY REPAIRS ONLY, AND FOR A PERIOD NOT TO EXCEED 30 DAYS. 11. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. 12. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH CONNECTION. 13. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TRENCH REPAIR DETAILS PAVED AREAS PAGE No D13C 2' SQUARE, 4" THICK 3000 P.S.I. CONC. PAD INVERTED PLUG FLUSH W/ CONCRETE PAD (NON -TRAFFIC AREAS) GRADE 8" P.V.C. 8" P.V.C. 90' ELBOW (SEWER SWEEP) TYPICAL MAIN LINE TERMINAL CLEANOUT 2' SQUARE, 4" THICK 3000 P.S.I. CONC. PAD TO STREET SERVICE 6" CLEANOUT ASSEMBLY W/ SCREWED CAP- INVERTED PLUG FLUSH W/ CONCRETE PAD (NON -TRAFFIC AREAS) TO BUILDING TYPICAL SERVICE LATERAL ONE WAY CLEANOUT NOTES: 1. ONE WAY CLEANOUT (SWEEP TO STREET SERVICE). 2. CLEAN OUT SHALL BE LOCATED ON RIGHT OF WAY UNE. 3. IN TRAFFIC AREAS A METAL CLEANOUT COVER AND LID SHALL BE INSTALLED OVER PVC CLEANOUT. 4. ALL CLEAN OUT'S REQUIRE AN INSPEC11ON. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TYPICAL CLEANOUT PAGE No D32 STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. CaII before you dig. COMPUTER FILE REF. FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 -REVISIONS- BY DATE DESIGNED LGH 10/1/15 • DRAWN • CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK UTILITY DETAILS DATE: 10/3/16 BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK UTILITY DETAILS DATE: 10/3/16 HORIZ. SCALE: N/A VERT. SCALE: N/A JOB No. 14-024 SHEET ' OF 1 3 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg Project Name and location information: Taylor Creek Centennial Park, Intersection of SE 6th Avenue & SE 7th Street, Section 22, Township 37 South , Range 35 East, Okeechobee, Florida Describe the nature of the construction activity: Public Park Describe the intended sequence of major soil disturbing activities: • 0-2 days, site prep and stabilized construction entrance; • 3-6 days, install perimeter sediment and erosion controls; • 7-10 days, clearing/grubbing over all areas except those that are designated as buffers/conservation easements; • 11-90 days, site grading; • 90-150 days, install storm sewer and utilities • 150-180 days, stabilize site. Total area of the site: 1.52 Acres Total area of the site to be disturbed: 1.52 Acres Existing data describing the soil or quality of any stormwater discharge from the site: Existing soil type is Depressional Floridana, Riveria, and Placid Soils Estimate the drainage area size for each discharge point: 1.38 Acres Latitude and longitude of each discharge point and identify the receiving water or MS4 for each discharge point: Lat: N27° 14' 11.49" Long: W80° 49' 28.13" Give a detailed description of all controls, Best Management Practices (BMPs) and measures that will be implemented at the construction site for each activity identified in the intended sequence of major soil disturbing activities section. Provide time frames in which the controls will be implemented. NOTE: All controls shall be consistent with performance standards for erosion and sediment control and stormwater treatment set forth in s. 62-40.432, F.A.C., the applicable Stormwater or Environmental Resource Permitting requirements of the Department or a Water Management District, and the guidelines contained in the State of Florida Erosion and Sediment Control Designer and Reviewer Manual, FDOT, FDEP (2007) and any subsequent amendments. • Prior to clearing, a silt fence (trenched 6 inches deep and backfilled on the uphill side), shall be installed around the perimeter of the site. A rock entrance road (that is 50ft long with a 6 inch depth of FDOT #1 stone and lined with filter fabric) shall be constructed to minimize the effects of truck traffic and sedimentation tracking both on and off of the site. • After the initial site grading work, all proposed inlet(s)/outfalls, once installed, shall be protected from erosion and sediment runoff by the use of filter fabric and properly installed geohay inlet filters. Disturbed portions of the site where construction activities have permanently ceased shall be stabilized with sod or other permanent stabilization methods (if other methods are used, this SWPPP will be modified) no later than 14 days after the last construction activity. Seeding shall be the same as in temporary seeding. • All installation shall be commenced as depicted on the attached site map and installation "typicals" sheet. Describe all temporary and permanent stabilization practices. Stabilization practices include temporary seeding, mulching, permanent seeding, geotextiles, sod stabilization, vegetative buffer strips, protection of trees, vegetative preservations, etc. • Temporary seeding shall be rye grass or other appropriate ground covers depending upon season of installation that is applied at manufacturer's recommendations to any disturbed areas that are inactive more than 14 days. • Filter fabric shall be placed under the rock entrance/exit. Describe all structural controls to be implemented to divert stormwater flow from exposed soils and structural practices to store flows, retain sediment on-site or in any other way limit stormwater runoff. These controls include silt fences, earth dikes, diversions, swales, sediment traps, check dams, subsurface drains, pipe slope drains, level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, coagulating agents and temporary or permanent sediment basins. • A silt fence (with the same installation as indicated under the Best Management Practices heading) shall be placed around the entire perimeter. • Inlet(s)/Outfalls shall be protected with filter fabric and properly installed geohay inlet flters(with the same installation as indicated under the Best Management Practices heading). Describe 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. Temporary sediment basins (or an equivalent alternative) are recommended for drainage areas under 10 acres. No temporary sedimentation basins are proposed. The detention basin (prior to being connected to a discharge structure) may be used as a temporary sediment basin if needed. Describe all permanent stormwater management controls such as, but not limited to, detention or retention systems or vegetated swales that will be installed during the construction process. • A stormwater detention basin shall be constructed per ERP permit and all disturbed areas shall be grassed. Waste disposal, this may include construction debris, chemicals, litter, and sanitary wastes: All construction materials and debris will be placed in a dumpster and hauled off site to a landfill or other proper disposal site. No materials will be buried on site. Offsite vehicle tracking from construction entrances/exits: Off site vehicle tracking of sediments and dust generation will be minimized via a rock construction entrance, street sweeping and the use of water to keep dust down. The proper application rates of all fertilizers, herbicides and pesticides used at the construction site: Florida -friendly fertilizers and pesticides will be used at a minimum and in accordance with the manufacturer's suggested application rates. No fertilizers and pesticides will be stored on site. The storage, application, generation and migration of all toxic substances: All paints and other chemicals will be stored in a locked covered shed. Other: Port -o -lets will be placed away from storm sewer systems, storm inlet(s), surface waters and wetlands. No vehicle maintenance shall be conducted on-site. A washdown area shall be designated at all times and will not be located in any area that will allow for the discharge of polluted runoff. A small -vegetated berm shall be placed around the washdown area. Provide a detailed description of the maintenance plan for all structural and non-structural controls to assure that they remain in good and effective operating condition. Contractor shall provide routine maintenance of permanent and temporary sediment and erosion control features in accordance with the technical specifications or as follows, whichever is more stringent: • Silt fence shall be inspected at least weekly. Any required repairs shall be made immediately. Sediment deposits shall be removed when they reach approximately one-half the height of the barrier. • Maintenance shall be performed on the rock entrance when any void spaces are full of sediment. • Inlet(s)/outfalls shall be inspected immediately after each rain event and any required repairs to the geohay filter inlets, silt fence, or filter fabric shall be performed immediately. • Bare areas of the site that were previously seeded shall be reseeded per manufacturer's instructions. • Mulch and sod that has been washed out shall be replaced immediately. • Maintain all other areas of the site with proper controls as necessary. Inspections: Describe the inspection and inspection documentation procedures, as required by Part V.D.4. of the permit. Inspections must occur at least once a week and within 24 hours of the end of a storm event that is 0.50 inches or greater (see attached form). Qualified personnel will inspect all points of discharges, all disturbed areas of construction that have not been stabilized, constructed areas and locations where vehicles enter and exit the site, and all BMPs at least once every 7 calendar days or within 24 hours of the end of a rainfall event that is 0.5 inches or greater. Where sites have been finally stabilized, said inspections shall be conducted at least once every month until the Notice of Termination is filed. Identify and describe all sources of non-stormwater discharges as allowed in Part IV.A.3. of the permit. Flows from fire fighting activities do not have to be listed or described. It is expected that the following non-stormwater discharges may occur from the site during construction period: wash water (where no spills or leaks of toxic or hazardous materials have occurred), and uncontaminated groundwater (from dewatering excavation). Dewatering shall be done in accordance with the requirements of the SFWMD Water Use Permit . If said discharges do occur, they will be directed to the temporary sediment basin prior to discharge. Any pumped water shall be treated so as to not allow a discharge of polluted stormwater. Treatment can include silt fences, settling ponds, the proper use of flocculating agents or other appropriate means. All contractor(s) and subcontractor(s) identified in the SWPPP must sign the following certification: "I certify under penalty of law that I understand, and shall comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention Plan prepared thereunder." Name Title Company Name, Address and Phone Number Date STATE OF FLORIDA EROSION & SEDIMENT CONTROL - DESIGNER & REVIEWER MANUAL SPACING OF POSTS ARE 5- TO 8 -FT. APART FABRIC MATERIAL WHEN FABRIC IS INSTALLED IN A TRENCH WITH COMPACTED SOIL, ANCHORS CAN BE ATTACHED TO REDUCE THE POTENTIAL OF "BLOWOUTS" (NOT NEEDED IF "SLICING" METHOD IS USED) :. � %/� MINIMUM 24-IHEIGHT `N. :4 rr% / %%~�� •... yam•' ►......i.0 VVr BACKFILL TRENCH FABRIC MATERIAL MUST BE SECURELY FASTENED TO THE POSTS OR (IF USED) TO THE WIRE MESH WOOD OR STEEL POST INSTALLED BEFORE COMPACTING BACKFILL MATERIAL COMPACTED BACKFILL MATERIAL RUNOFF 12- N. (MINIMUM) FABRIC MATERIAL MUST BE PLACED IN A 6 -IN. x 6 -IN. TRENCH WITH A "L" SHAPE BEFORE BACKFILUNG AND COMPACTING THE SOIL. TRENCHING METHOD STEEL 0:{ WOOD POST INSTALLED AFTER COMPACTION OF "SLICE" 12 -IN. (MINIMUM) SLICING METHOD] ATTACHING TWO SILT FENCES WHEN TRENCHING IS USED DIRECTION OF RUNOFF WATER 4 4 PLACE THE ENO POST OF ONE FENCE INSIDE THE END POST Of THE OTHER FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CL0CKM5E DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DRIVE BON POSTS ABOUT 12 -IN. INTO THE GROUND AND BURY THE FLAP IN A TRENCH 201'Np.eO SILT EENC 3 A� I ER I \ STALLATI ON 11�, Figure V-40: Illustration of a Silt Fence Barrier Permission is gsvcn by f lydrolynamtcs Incorporated to copy and reproduce This detail V-7 STATE OF FLORIDA EROSION & SEDIMENT CONTROL -DESIGNER & REVIEWER MANUAL OPENING BARRIER REMOVAL BAR REMOVAL BAR DUMP LOOPS CURB OPENING SIDE VIEW INSTALLED 15) 20051gdro0 1es INLET INSE SEDIMENT CONTAINMENT SYSTEM 12/04 Figure V-51: Illustration of an Inlet Insert Sediment Containment System Permission Is given by NydrtDynamtcs ]neorpllratal to copy and rcproduee this detail V-29 STATE OF FLORIDA EROSION & SEDIMENT CONTROL - DESIGNER & REVIEWER MANUAL 1 -IN. DIAMETER ROCK PLACED AROUND AND TO THE TOP OF CONCRETE BLOCKS CONCRETE BLOCKS PLACED AROUND THE AREA DRAIN CRATE WIRE SCREEN HAVING 0.5 -IN- OPENINGS PLACED AROUND THE CONCRETE BLOCKS PLAN VIEW CONCRETE BLOCKS STACKED ONE (1) OR TWO (2) LAYERS HIGH WIRE SCREEN TO PREVENT THE MOVEMENT OF ROCK SEEPAGE SECTION A -A METAL STAKE 1 -IN. DIAMETER ROCK PLACED AROUND HARE SCREEN WIRE SCREEN HAVING 0.5 -IN. OPENINGS THAT IS SECURED TO METAL STAKES METAL, STAKE MINIMUM OF 12 -IN. PLAN VIEW RE SCREEN II V6 -IN. SECTION B -B -t 1. THESE BARRIERS SHOULD BE INSTALLED ONLY WHERE "SUMP" CONDITIONS EXIST IN ORDER TO MINIMIZE DIVERSION OF RUNOFF WATERS ONTO DOWNSTREAM STRUCTURES. 2. ROCK BARRIERS AROUND CONCRETE BLOCKS CAN BE INSTALLED ON PAVEMENT OR BARE GROUND. ®:oo0 IyehoLar RCC K 3AR 'IERS FC R AREA IRAINS,D Figure V-46: Illustration of Rock Barriers around Area Drains ]' olission is given by IIvdrnDpnanli,:s Inutrporalydlocopy and reprodu x this detail V-19 CHAPTER 4: BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENTATION CONTROL A sl col r� S/ave To Drain 50' Std. tnr:!; (5,510. Pun Width .lone 30' SRI. Full elinin 2 -lane Construct paved Turnout ( /noes 5151. Ay 5, Deleted N Approved By The Engineer. 0pr021, teagrn Sediment P1, 1 �� F;ruer Park ui°. Type 0-/. 551. 709 /2" Wir. 1 TRANSITION DETAIL /5 Or 30 Fitter Fabric SECTION A -A To Be 5,06111:ed As Required Based M Flaw And Grade. GENERAL NOTES. 1. A soil Tracking Prevention Device 157705 shag be ron5VoCre4 at locations designated pry the engineer for points of press from unman:ma areas of Me project to Pudic roods where 57(5/te booing of m/d mkt acme. Traffic from 110510511;070 weds of Me construction project son be directed IMS, 0 S770. Barriers. flogging or el0er po3itee means shall be used as required to limit and direct vehicular press across IM 57PD. 2. The Latrobe 7,05 pr00007 an Werner -re /emaique n m/nimiee offsite tracking of sediment. The alterative trust be reviewed and approved ay fat Engineer prior Ip its use. 3. AnmOlerion spilled. dropped. Or 1,0Med onto public rave l inching Me 57P0 aggregate as construction mud) Sall be removed any. or more frequent& if se skean, by me Engineer. 4. Aggreg00.5 salla of described in Section 90! excluding 901.2.3. Amgmon5 fall be FOOT Sin •l. Other fleet Contain eaceS5iv0 380115100 09eregate whic0 rata frock ON project and Ore un0uilOIe. •E aggregate "0y be substituted ony with approval of the Engineer. 5. The Sediment Pit should preside a retention volume of 3600 cubic feetna (7 or surface area droin7g to the pit. Warn the STPD is i001afe0 from Mar 0,5:noge areas. the 10llemi09 !Mealtimes will satisfy this reaairemenl, 15's 50' • 100 CF 30'.50' • EC CF 1 5/op, 7a Drain - L.-- A May Boles NOT TO SCALE - Plate 4.03b Soil Tracking Prevention Device Source: FDOT Roadway and Traffic Desian Standards 2i Pa volume Is actor The Inlet ElwMia Or The atter Elevation. WM'M0007 is later. a RURAL CONNECTION ofrac AS en Option to the sediment p7. Me width of Ms sw0/e bottom can be increased to Obtain the 0Ol0me. When Me sediment pit or Swale ronnne 503 been reAmed 70 One ',Wit fall be cleaned. When a swan is used. MRS stall De paten, mere Me entire length. 6. The Mingle NM draining the STPD sham Mee 0 0.21 miniam 000 01.01 IMximum grade along me STPD Ono to Me sediment pit. 7. mitered End Sections are 001 (071770 when the fem.armly sidemen Pipe satisfy the clear Ione requirements of Velment Ines 700. B. The STPD salla lainto neo in o Condition that wilt allow 7 le perform 7s function. To prevent *Mile 770051ng. the STPD Sall be rinsed .dolly when in use 1 to move accumuated mud downward Mat the stone. 310.17100q/ stop770Nan of Me vehicular rare reeding to the 57P0 may be required 10 110015e 05,0 Ir5Aed.• 9. The unit price sall 550st;fvte full compensation for construction, moin7ance, replacement of .maleri0ls. remove/. ono restoration of the area ufilided for Me STPD, &eluding Mut not 1151180 10 exrnxMi00, arming. Ieepmory pipe (invading NESS when required 1. filter ferric. oggreg0le, paved honour (ia(utling asphalt and ase 00/13170074531.011000/051/120/150.00010075 route stabilization. sediment removal ad disposal. wore.. rinsing and c/ecnirg of the STPD Oa meaning of pupli0 roods. ramie; one sad. Itoy Glee. 7N..000 sift 4,0,5F -shag be pole f0r searately. 10. A STPD shall be paid for under the item Soil Tracking Prevenlla Device EA. The named/ side of a sfcndord STPD is I5'x 50'20/010 otherwise sawn In the plans. /f Me volume of entering and existing renic/e5 Warrant.. .30' width 57(0 "ay a ]Sed. When 0 40/15(0 51000 (30'/ 5770 n used. Me pay 0.cnily sall0e 2 for each location. Figure 4.3b. Soil Tracking Prevention Device Source: FDOT Roadway and Traffic Design Standards VERTICAL SEAMS BETWEEN FLOATATION ELEMENTS FLOATATION COVER GALVANIZED CABLE END/TOE PLATE GROMMETS FLOATATION POCKET CEOTEtTILE r1L-ER FABRIC SKIRT OR MONOFILIMENT (TYPICAL) GALVANIZED CHAIN BALLAST TURBIDITY BARRIER NOTES 1. TURBIDITY BARRIERS ARE NOT TO BE INSTALLED WHERE FLOWS WILL CAUSE EXTENSIVE MOVEMENT OF THE FABRIC SKIRT 2- FLOATATION SIZE DETERMINED BY SKIRT DEPTH/SITE VARIABLES. 3- BEFORE TAKING THE TURBIDITY BARRIER AWAY FROM A CONSTRUCTION SITE, ACCUMULATED SEDIMENTS BEHIND FABRIC SKIRT MAY HAVE TO BE REMOVED AS DIRECTED BY THE ENGINEER OR CPESC- ®+rn' N,b�cs TURBIDITY BA E '1:11.3 Figure V-44: Illustration of a Turbidity Barrier Curtain I'crmtislnn a given by Hydrol)ynamres Ineorp.(ra1x] to cops and reproduce thin detail V-15 STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. CaII before you dig. COMPUTER FILE REF. FIELD BK./PG. Jr CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 CULPEPPER & TERPENING, INC A -REVISIONS- BY DATE DESIGNED LGH 10/1/15 • DRAWN • CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK SWPP DETAILS DATE: 10/3/16 BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK SWPP DETAILS DATE: 10/3/16 HORIZ. SCALE: N/A VERT. SCALE: N/A JOB No. 14-024 SHEET 1 1 OF 13 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg 10:46:45 AM N u SYMBOLS: Work Area • Channelizing Device (See Index No. 600) Work Zone Sign FJ Flagger Automated Flagger Assistance Devices (AFAR), With Gate Lane Identification -1- Direction of Traffic a A C ■ Buffer Space See Table 1 r r r r ■ D GENERAL NOTES: 1. Special Conditions may be required in accordance with these notes and the following sheets. 2. If the Work Area encroaches on the Centerline, use the Layout for Temporary Lane Shift to Shoulder on Sheet 2 only if the Existing Paved Shoulder width is sufficient to provide for an 11' lane between the Work Area and the Edge of Existing Paved Shoulder. Reduce the posted speed when appropriate. 3. Temporary Raised Rumble Strips: a. Use when both of the following conditions are met concurrently: I. Existing Posted Speed is 50 mph or greater; 11. Work duration is greater than 60 minutes. b. Use a consistent Strip color throughout the work zone. c. Place each Rumble Strip Set transversely across the lane at locations shown. d. Use Option 1 or Option 2 as shown on Sheet 2. Use only one option throughout work zone. 4. Additional one-way control may be provided by the following means: a. Flag -carrying vehicle; b. Official vehicle; c. Pilot vehicles; d. Traffic signals. When flaggers are the sole means of one-way control, the flaggers must be in sight- of each other or in direct communication at all times. 5. When a side road intersects the highway within the TTC zone, place additional TTC devices in accordance with other applicable TCZ Indexes. 6. The two channelizing devices directly in front of the work area may be omitted provided vehicles in the work area have high-intensity rotating, flashing, oscillating, or strobe lights operating. Taper Length 50' to 100' Taper Length 50' to 100' GENERAL LAYOUT Device Spacing See Table 1 7. When Buffer Space cannot be attained due to geometric constraints, use the greatest attainable length, not less than 200 ft. 8. Railroad Crossings: a. If an active railroad crossing is located closer to the Work Area than the queue length plus 300 feet, extend the Buffer Space as shown an Sheet 2. b. if the queuing of vehicles across an active railroad crossing cannot be avoided, provide a uniformed traffic control officer or Flagger at the highway -rail grade crossing to prevent vehicles from stopping within the highway -rail grade crossing, even if automatic train warning devices are in place. 9. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Speed limit is 45 mph or less. c. There are no sight obstructions to vehicles approaching the work area for a distance equal to the Buffer Space shown in Table 1. d. Vehicles in the work area have high-intensity, rotating, flashing, oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. f. If a railroad crossing is present, vehicles will not queue across rail tracks. g. AFADs are not in use. 10. See Index 600 for general TCZ requirements and additional information. 11. Automated Flagger Assistance Devices (AFADs) may be used in accordance with the Notes on Sheet 3. * May be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits. TABLE 1 Posted Speed DEVICE SPACING Distance Between Signs Buffer Space Maximum Spacing of Cones or Tubular Markers Maximum Spacing of Type I or Type II Barricades/Panels/Drums Ona Taper Ona Tangent Ona Taper On a Tangent A BCD 25 20' 50' 20' 50' 200' 200' 200' 100' 155' 30 20' 50' 20' 50' 200' 200' 200' 100' 200' 35 20' 50' 20' 50' 200' 200' 200' 100' 250' 40 20' 50' 20' 5( 200' 200' 200' 100' 305' 45 20' 50' 20' 50' 350' 350' 350' 175' 360' 50 20' 50' 20' 100' 500' 500' 500' 250' 425' 55 20' 50' 20' 100' 2640' 1500' 1000' 500' 495' 60 20' 50' 20' 100' 2640' 1500' 1000' 500' 570' 65 20' 50' 20' 100' 2640' 1500' 1000' 500' 645' 70 20' 50' 20' 100' 2640' 1500' 1000' 500' 730' CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2' OUTSIDE THE EDGE OF TRAVEL WAY. LAST REVISION 07/01/15 REVISION DESCRIPTION: FDdT�2016 DESIGN STANDARDS TWO-LANE, TWO-WAY, WORK WITHIN THE TRAVEL WAY INDEX NO. 603 SHEET NO. 1of3 10:47:01 AM e END ROAD WORK KEEP - Existing RIGHT Q Q Work Area - IF • .4)7 d A O B 100' END ROAD WORK SYMBOLS Work Area • Channelizing Device (See Index No. 600) ft Work Zone Sign J-' Flagger r Stop Bar Lane Identification + Direction of Traffic 50' 4 ■ END ji ROAD WORK ■ ■ a UNSIGNALIZED END ROAD WORK GENERAL NOTES I. The FLAGGER legend sign may be substituted for the symbol sign. 2. When vehicles in a parking zone block the line of sight to TCZ signs, the signs shall be post mounted and located in accordance with Index No. 17302. 3. if the work space extends across a crosswalk, the crosswalk should be closed using the information in Index No. 660. 4. Flaggers shall be located where they can control more than one direction of traffic. Flaggers shall be in sight of each other or in direct communication at all times. 5. Maximum spacing between channelizing devices shall be not greater than 20'. 6. Temporary signal phasing modifications are to be approved by the District Traffic Operations Engineer prior to the beginning of work. 7. For general TCZ requirements and additional information, refer to Index No. 600. 8. For unsignalized intersections, use Temporary Raised Rumble Strips in accordance with Index 603. Placement of Rumble Strips and additional signs should begin at FLAGGER sign location. END ROAD WORK END ROAD WORK 100' END ROAD WORK DURATION NOTES SIGNALIZED I. ROAD WORK AHEAD AND END ROAD WORK sign may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Speed is 45 mph or less. c. No sight obstructions to vehicles approaching the work area for a distance equal to A plus B. d. Vehicles in the work area have high-intensity, rotating, flashing, oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. END ROAD WORK DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A B 40 mph or less 200 200 45 mph 350 350 CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF A PORTION OF ONE OR MORE TRAFFIC LANES IN AN INTERSECTION. LAST REVISION 07/01/15 REVISION DESCRIPTION: 2016 R� DESIGN STANDARDS TWO-LANE, TWO-WAY, WORK IN INTERSECTION INDEX NO. 604 SHEET NO. 1of1 STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. CaII before you dig. COMPUTER FILE REF. FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 —REVISIONS— BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN • CHECKED • 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK MAINTENANCE OF TRAFFIC DATE: 10/3/16 BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK MAINTENANCE OF TRAFFIC DATE: 10/3/16 HORIZ. SCALE: 1'=10' VERT. SCALE: N/A JOB No. 14-024 SHEET 12 OF 13 P:\Proj-2014\14-024 Okeechobee, Taylor Creek\Eng\14-024 Base Const.Plans — Copy (2).dwg 1. GENERAL A. Mobilization: Mobilization shall meet the requirements of FDOT Section 101. This work shall include, but is not limited to, operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities, as required by State and local laws and regulations. the costs of bonds and any required insurance, and any other preconstruction expense necessary for the start of work, excluding the cost of construction materials, shall also be included in this section. This section also includes any and all work related to the final cleanup. B. Construction Surveying: The Owner shall provide horizontal control consisting of four control points. The Owner shall also provide vertical benchmarks as shown on the plans. This control shall be provided one time only. The Contractor is responsible for all other construction surveying. The Contractor is responsible to protect these reference points and the construction staking throughout the job. The Contractor shall bear the cost of any necessary restaking. C. Soil Testing: Soil Testing shall be performed by a certified testing laboratory. The contractor shall be responsible for payment of any failed tests and inspections. 2. EARTHWORK AND GRADING Materials and construction methods for earthwork, excavation, embankment and grading shall meet the requirements of FDOT Section 120 and shall be performed to achieve final grades, elevations and typical sections as shown on the plans for the proposed work. A. Clearing and Grubbing: Clearing and grubbing shall meet the requirements of FDOT Section 110 and shall be performed within the limits of the project work. This work shall include, but is not limited to, the removal of existing trees, brush stumps, roots and other objectionable material to a depth of 18 inches below the natural ground or design grade, whichever is lower. The areas to be cleared and grubbed generally consist of rights-of-way, utility easements, water management tracts, and portions of the lots as detailed on the plans. The Contractor shall confirm with the Owner the removal of any trees for possible preservation. All material shall be removed from the site of the project and shall be disposed of in accordance with local, regional, State and Federal laws, regulations and ordinances. B. Rough Grade: The Contractor shall grade the rights-of-way and lots to meet the requirements of FDOT Sections 110 and 120 and shall conform to the lines, grades, and typical sections as shown on the plans. C. Fine Grade: The Contractor shall fine grade the roadway to meet the requirements of FDOT Sections 110 and 120 and shall conform to the lines, grades and typical sections as shown on the plans. D. Sod: Sod shall meet the requirements of FDOT Section 570, 575, and 981 and shall be placed adjacent to the curbing for a minimum width of 24 inches. E. Seed and Mulch: Seed and mulch shall meet the requirements of FDOT Sections 570, 575, and 981 and shall be placed in all disturbed areas not otherwise addressed in plans provided by the owner. 3. DRAINAGE IMPROVEMENTS Materials, trench excavation, pipe laying and backfilling operations for drainage improvements shall meet the requirements of FDOT Sections 125 and 430. Pipe shall be laid in true alignment in a pipe trench with an adequate supporting value and "bedded" to the detail shown in the plans and FDOT Section 430. All backfill shall be compacted to a minimum density of 95 percent of the maximum density as determined by AASHTO T-180, unless otherwise shown on the plans. The Contractor shall provide all materials and labor to complete the work for drainage improvements at the locations, sizes, and types shown on the plans for the following items: A. Reinforced Concrete Pipe: Reinforced concrete pipe shall meet the requirements of Class 111 of ASTM C-76, Wall Thickness "B", Latest Revision, as modified by FDOT Section 941. Gaskets for pipe joints shall be round rubber gaskets and shall meet the requirements of FDOT Section 942. B. High Density Polyethylene ADS 2000 (HDPE) Pipe: PVC pipe shall meet the requirements of FDOT Section 948 and A.S.T.M. F-794, latest revision, and shall be constructed as shown on the plans. C. Type "C" and "E" Inlet: Precast concrete catch basins shall meet the requirements of ASTM C-478 and 64T FDOT Section 425. Catch basins shall be Class 1 concrete and shall be constructed to the detail as shown on the plans. D. Storm Manhole: Storm manholes shall meet the requirements of ASTM C-478 and 64T FDOT Section 425. Storm manholes shall be Class 1 concrete and shall be constructed to the detail as shown on the plans. 4. PAVING IMPROVEMENTS All paved areas shall meet the requirements of AASHTO Specifications and FDOT, and shall be constructed to the typical sections as shown on the plans. The Contractor shall coordinate the services of an independent testing laboratory to conduct all required testing and retesting to comply with these Specifications. The Owner shall bear the cost of initial testing and the Contractor shall correct any deficient work at his own expense. A. Super Pave Asphaltic Concrete: Super Pave Asphaltic concrete materials and construction methods shall meet the requirements of FDOT Sections 300, 320, 330 and 334 and shall be as shown in the typical sections. Prime Coats shall meet the requirements of FDOT Sections 300-1 through 300-7 and shall have an application rate of 0.10 gallons per square yard, unless a variation rate is approved by the Engineer. B. Base: The base course shall be as shown on the typical sections on the plans. The base shall be compacted to 98 percent of the maximum density as determined by AASHTO T-180. C. Subgrade: The subgrade shall be as shown in the typical sections of the plans, and shall extend six inches beyond the edge of the base course within the limits shown on the plans. Subgrade shall be compacted to 98 percent of the maximum density as determined by AASHTO T-180. If normal compaction methods do not meet the required densities, the subgrade shall be stabilized as directed by the Engineer. D. Type "D" Curb: Concrete Type "D" curb shall meet the requirements of FDOT Section 520 and shall be constructed to the typical section as shown on the plans. E. Type "F" Curb & Gutter: Concrete type "F" curb and Gutter shall meet the requirements of FDOT Section 520 and shall be constructed to the typical section as shown on the plans. F. Concrete Sidewalk: Concrete sidewalk shall meet the requirements of FDOT Section 522 and shall be constructed to the typical section shown on the plans. 4. PAVING IMPROVEMENTS G. Striping: Striping shall meet the requirements of FDOT Section 711, (thermoplastic) and shall be as shown in the plans. (Crosswalks , Stop Bars and Parking) H. Stop Sign and Bar: Stop signs and bars shall meet the requirements of FDOT Section 700 and the Manual of Uniform Traffic Control Devices and shall be constructed in the locations as shown on the plans. 1. Cement Concrete Pavement: Cement Concrete Pavement shall meet the requirements of FDOT Section 350 and shall be constructed in accordance with the Section shown on the plans. 5. POTABLE WATER DISTRIBUTION AND WASTEWATER COLLECTION SYSTEM 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, stubouts, and structures before starting construction and notify the Engineer if any discrepancy in elevations exist. 2. The Contractor is herein advised that "asbuilt drawings" will be performed on the project which will reflect the elevation and location of all structures and improvements on the project. These "asbuilt drawings" will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to be accepted for final certification and approval. As Builts shall be in accordance with the OUA Standards. 3. All construction shall be in accordance with the Okeechobee Utility Authority Technical Specifications and Construction Standards, latest revision, and with all applicable Florida Department of Environmental Protection Rules and Regulations. 4. No field changes or deviations from design are to be made without prior written approval of the Engineer of Record and the OUA. 5. The contractor shall coordinate service grades and location with the Engineer. 6. All materials, construction methods, testing and disinfection shall conform to the requirements of the Okeechobee Utility Authority and AWWA current standards. 7. Water/Sewer lines shall be laid on undisturbed ground, compacted to 98% of maximum density in accordance with AASHTO T-180. Backfill shall be compacted to 98% of maximum density in accordance with AASHTO T-180. The contractor shall submit certified density tests on each 12" lift. 8. The contractor shall contact the Engineer of Record, the appropriate governmental jurisdictional agency and all utility companies at least 48 hours prior to commencement of construction for coordination of any utilities. The contractor shall schedule a pre -construction meeting with the Engineer, the OUA, and the City of Okeechobee Engineering Department a minimum of ten (10) working days prior to starting construction. 9. Areas to be open cut shall be overlaid within the limits of the open cut as indicated in the plans. 10. Minimum cover shall be 36" for water mains. 11. The contractor shall repair or replace any damage caused by construction activity. Disturbed areas shall be restored to their original condition. Any disturbed areas within Public rights-of-way shall be sodded. All other unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation specifications. 12. Existing utilities shall be field verified and protected by the contractor. 13. The contractor shall tap existing lines under the supervision of the OUA only after preliminary testing and disinfection has been completed and approved. 14. Water main shall be marked by the use of continuous Blue wire per the Okeechobee Utility Authority Qualified Product list (QPL) 15. Service taps (Bacteria Sample Points (BSP)) shall be placed approximately ten feet away from gate valves, as shown, for testing. Following testing and sterilization of waterline, the Contractor shall place a brass plug in all corporation stops which were used as BSP's and remove the tubing and curb stops. 16. Mechanical restraints to be used on all fittings. No thrust blocks are to be utilized within the system. 5. POTABLE WATER DISTRIBUTION AND WASTEWATER COLLECTION SYSTEM 20. Hydrostatic and leakage tests shall be made between valves and/or connectors for each section tested using the procedure outlined in ANSI/AWWA C600 for DIP and C605 for PVC. Allowable leakage formula: L = SD11/' 148,000 Where: L = Allowable leakage in gallons per hour S = Length of pipe tested in feet D = Nominal diameter of the pipe in inches P = Average test pressure maintained during test in pounds per square 21. Water main shall be disinfected and approved in accordance with the latest applicable Florida Department of Environmental Protection and AWWA requirements (AWWA C-651). 6. WASTEWATER COLLECTION AND TRANSMISSION SYSTEM Materials, construction methods, required tests, testing methods and construction tolerances for the wastewater collection and transmission system shall meet the requirements of the current AWWA Specifications, FDEP, and the OUA. inch gauge Materials, trench excavation, pipe -laying and backfilling operations shall meet the requirements of FDOT Sections 125 and 430. Pipe shall be laid in true alignment in a dry pipe trench with an adequate supporting value. If normal dewatering efforts fail as specified in FDOT Section 430, a minimum six inch compacted rock bed shall be used. All backfill shall be compacted to a minimum density of 95 percent of the maximum density as determined by AASHTO T-180, unless otherwise shown on the plans. Pipe laying shall proceed upgrade with spigot ends pointing in the direction of the flow. A. 8" PVC Sanitary Sewer Main: 8" PVC sewer main shall meet the requirements of ASTM D-3212 for SDR 26. Minimum cover shall be 48 inches, unless otherwise noted. If the minimum cover cannot be maintained, sewer main shall be ductile iron pipe and shall meet the requirements of ANSI/AWWA C150/A21.50. Sewer mains shall be green in color or marked as approved by the OUA. C. Sanitary Manhole: A. Manhole interior shall be lined as detailed and specified by the manufacturer. The minimum inside diameter of manholes shall be 48". Non -penetrating lift pin inserts shall be installed by pre -cast Fabricator. Pre -cast reinforced manholes shall be in accordance with ASTM C478, Class 11, made with Type 11 acid resistant cement, shall attain a minimum compressive strength of 4000 psi in 28 days. The liner system shall be cast integrally into the manhole, pre -cast concrete surrounding it, with alignment/grade of channels/1 openings for connecting pipes matching drawing requirements. Liner integrally formed bell gaskets shall comply with ASTM F477 Standard Specification for Elastomeric Seal (Gaskets) for Joining Plastic Pipe. Installation of pre -cast manholes shall comply with the details shown in the Construction Standards and in accordance with the manufacturer's recommendations. B. Manhole frames and covers shall be ductile iron or gray cast iron traffic rated heavy duty conforming to ASTM Designation A48, Class 30 and on the Qualified Product List. Covers shall be marked with the word "SANITARY SEWER" in 2" raised letters. Frames and covers shall be set to the correct finish grade elevation. C. The base slab and first ring of the pre -cast manhole shall be cast monolithically. D. Lift holes shall be grouted once the manhole is in place. E. Service Connection: Sewer services shall meet the requirements of the OUA and shall be 6 inch PVC Schedule 40 with a minimum slope of 1/8 per foot of run. Sewer services shall terminate and be plugged water tight at the back of the right-of-way or utility easement line at a depth of three feet. The sewer service shall be marked with a treated stake and electronic marker. The Contractor is not responsible for installation of meters. F. Testing: The Contractor shall visually inspect all gravity sewer mains to verify conformance to the requirements of the OUA with the aid of mirrors and lights. This inspection shall be performed after the completion of all manholes, connection of all services and all compaction efforts, but prior to paving. A full pipe diameter shall be visible between all manholes. The Contractor shall repair or replace any portion that does not meet the specifications at his own expense. 7. IRRIGATION SYSTEM Materials, construction methods, required tests, testing methods and construction tolerances for the potable water distribution system shall meet the requirements of the current AWWA Specifications, FDEP, FDOT, and Tradition Irrigation Company Construction Standards & Details Materials, trench excavation, pipe -laying and backfilling operations shall meet the requirements of FDOT Sections 125 and 430. Pipe shall be laid in true alignment in a dry pipe trench with an adequate supporting value and "bedded" to the detail as shown on the plans and FDOT Section 430. All backfill shall be compacted to a minimum density of 95 percent of the maximum density as determined by AASHTO T-180, unless otherwise shown on the plans. 8. OKEECHOBEE UTILITY AUTHORITY SEPARATION NOTES: (SEE the OUA DETAIL D-16 SHEET 8) 1. Water mains shall cross over other pipes unless not feasible. Sewers and force mains should cross under water mains whenever possible. Sanitary sewers, force mains and storm sewers crossing water mains shall be laid to provide a minimum vertical distance of 12 inches between the invert of the upper pipe and the crown of the lower pipe whenever possible. All crossings shall be arranged so that the sewer pipe joints and the water main pipe joints are equidistant from the point of crossing (full length of pipe centered on the crossing). 2. A minimum 6 -foot horizontal separation shall be maintained between any type of sewer and water main in parallel installations whenever possible. In cases where it is not possible to maintain a 6 -foot horizontal separation, the water main must be laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer or force main at such an elevation that the bottom of the water main is at least 18 inches above the top of the sewer. 3. Maximum obtainable separation of reclaimed water lines and domestic water lines shall be practiced. A minimum horizontal separation of three feet (outside to outside), shall be maintained between reclaimed water lines and either potable water mains or sewage collection lines. A minimum vertical clearance of 12 inches must be maintained between reclaimed water lines and potable water mains or sewage collection lines. At crossings, provisions of FAC Rule 17-604 and 10 States Standards apply. 4. All potable water, wastewater, and reclaimed water facilities shall be located a minimum 6 feet horizontal (from edge of facility) from other public utilities, privately owned irrigation mains, drainage lines, drainage structures, power poles, and light poles. 5. A minimum of 6 feet horizontal separation is also required from structures, buildings, walls, fountains, and fences unless specifically approved by the OUA in writing. 6. TV cable, phone lines and irrigation lines shall cross Department's facilities with a minimum of 12 inches vertical clearance. 7. Gas mains and electric power cables shall cross the OUA facilities with a minimum of 18 inches vertical clearance. THE WORK Existing Utilities and Structures: Existing utilities, structures and facilities shown on the Drawings were located as accurately as possible from the records examined. No guarantee is made that all existing facilities are shown or that those shown are entirely accurate. The Contractor shall assure himself of the actual location of the utilities, structures, or facilities prior to performance of any work in the vicinity. The utility companies or utility agencies will co-operate with the Contractor's operations. Prior to start of the work, the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity. The Owner will assume no liability for damages sustained or cost incurred because of the Contractor's operation in the vicinity of existing utilities or structures, or to the temporary bracing and shoring of same. In the event that it is necessary to shore, brave, or swing a utility, the utility company or department affected should be contacted and their permission secured as to the method used for any such work. Restoration of Damaged Structures or Utilities: It shall be the responsibility of the Contractor to repair, rebuild or restore to its former condition, any and all portions of existing utilities, structures, equipment, appurtenances or facilities, other than those to be paid for under this Contract, which may be disturbed or damaged due to this construction operation, at no cost to the Owner. Final Cleanup: Upon completion of the work, but before final payment will be made, the Contractor shall clear and remove from the Project area, all falsework, equipment, surplus and discarded materials, rubbish and temporary structures which result from the work under this Agreement, and shall restore in an acceptable manner, all property which has been damaged during the prosecution of the work. Record Information: Upon completion of the work, but prior to submittal of the request for final payment, the Contractor shall obtain and submit record information to the Owner. This information shall include the following: 1. Water and Wastewater Systems: As -built plans for water/sewer mains shall be provided by the Contractor/Engineer of Record and shall be comprised of three (3) blueline copies of a certified survey. The blueline copies shall bear the original signature and embossed seal of the surveyor who performed the as -built survey. The as-builts shall be submitted after the completion of construction or as otherwise indicated herein, prior to submittal to the OUA. The as -built survey shall be prepared in plan and profile format by a professional land surveyor registered in the State of Florida, and shall comply with applicable provisions of the Florida Administrative Code and Chapter 472 of the Florida Statutes. The as -built drawing shall be at the same scale and reference the same baseline as the drawings prepared by the Engineer of Record. The horizontal and vertical location of the mains and appurtenances shall be accurately depicted to scale and shall be identified relative to the baseline and relative to readily identifiable permanent reference points existing after the completion of the construction. Locations shall be shown for all fittings, valves, hydrants, manholes, sample points, air releases, etc., both horizontal and vertical, and the location of the main at each baseline station as shown on the plans (100 feet maximum) both horizontal and vertical. Underground facilities (i.e. drainage, gas, electric, telephone, etc.) crossing the mains shall be accurately shown both horizontally and vertically and shall identify size, type, facility, material, and clearance. All information shall be based upon measurements and observations made in the field by the surveyor certifying the survey, or by personnel under his employment, direction and supervision. The cost for preparing and maintaining the as -built plans shall be incidental to the construction cost. 2. Drainage System: a. High points and low points of swales; b. Locations and grate and invert elevations of all structures; c. Location, size, type, length and invert of all culverts. 3. Paving and Grading: Location and elevation of high and low points in roadway and any other changes in grade. The record information shall be certified by a Florida Professional Land Surveyor. Locations shall be made by reference to centerline stationing and offset or by other means acceptable to the Owner. Elevations shall be according to the North American Vertical Datum (NAVD). Guarantee: All materials and the installation thereof which are furnished and installed by the Contractor, under the terms of the Agreement, shall be guaranteed by the Contractor against defective workmanship, mechanical and physical defects, leakage, breakage, and other damages and failure under normal operation for a period of one (1) year from the date of final payment, said date to constitute the commencement of the one (1) year warranty period. All materials and installations proving to be defective within the specified period of the guaranty shall be replaced, without cost to the Owner, by the manufacturer or the Contractor. The period of guarantee of each such replacement shall be from and after the date of installation thereof. UTILITY CONTACTS Company Okeechobee Utility Authority (OUA) Okeechobee Building Department Florida Power Sc Light Eco Vault Baffle Box GENERAL NOTES Contact John Hayford Jeffrey Newell Donna Padgett Randy Burden Telephone Numbers (863) 763-9460 (863) 763-3372 (863) 467-3708 (321) 636-6708 1. Grassing shall be furnished and installed in conformance with the approved landscape plan. All disturbed areas not shown to be planted, mulched, etc. shall be sodded. 2. Sod shall be placed such that the top of the grass is at the same elevation as the top of adjacent finish grade. 3. The location of existing utilities shown is approximate only and must be field verified by the Contractor prior to beginning Work. 4. These plans shall not be used for construction unless they are marked "Approved for Construction" in the title block. 5. Contractor to obtain and review all permits prior to starting construction 6. Drawing scale may change due to reproduction 7. Maintenance of traffic must be in conformance with FDOT Specifications. 8. Geotechnical exploration performed by Ardaman & Associates, Inc.. The Contractor is directed to the Site Preparation section of the report and advised that compliance with the instructions in that section is required. 9. All nuisance exotic vegetation on-site must be removed in conjunction with site development. 10. Contractor to obtain and review all permits prior to starting construction. 11. All design work is based on Boundary and Topographic Survey prepared by Tradewinds Surveying Services LLC, dated March 9, 2016, as provided by the Owner. STEFAN K. MATTHES P.E. FL. REG. NO. 38723 ALL ELEVATIONS ARE REFERENCED TO VERTICAL DATUM NAVD 1988 SURVEY PREPARED BY TRADEWINDS SURVEYING SERVICES LLC DATED 3/9/16 Know what's below. CaII before you dig. COMPUTER FILE REF. FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com 151 SW FLAGLER AVENUE STUART, FLORIDA 34994 PHONE 772-220-3376 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 --REVISIONS-- BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN • CHECKED • 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK SPECIFICATIONS DATE: 10/3/16 BY DATE DESIGNED LGH 10/1/15 CALCS. DRAWN DETAILED CHECKED SKM 10/3/16 APPROVED TAYLOR CREEK CENTENNIAL PARK SPECIFICATIONS DATE: 10/3/16 HORIZ. SCALE: N/A VERT. SCALE: N/A JOB No. 14-024 SHEET OF 13 s LL OHW 30' -- OHW-- EXIST. SANITARY MANHOLE SPN 2" WS Hw z _-- 00 I roo H 2" WS 1" 14 13.9 13/4" 3 I 3/4 N 89°39'22" E 216.79' 3/4" H oi 11/4' 11/2" 3/4" EXIST ANCHOR I • N • OHW-- - OHW---- OHW------- OHW OHW --. -_-- OHW 3/4" i NV 3/4" °`-- 1" 1„ 19 112" 34.5 0 3/4" 13 1" • 3/4" r 12 112„ 24.6 11 112" 28.7 n NN 1" WS WS 3/4" • 2' 0 1 1 1 - 1 IN x 0 EXIST. SE //ER („1)1 " VA VE (1) 1611V''' (1) 12 VALVE A VA D L 2 0 II 0 roposed Top of Bank 1"=10' 10 20 EXIST, //ET NELL RIMEL. 18.11 N. INV 8,90 co 0 MATCHLIN E IIX-2 30 40 feet Know what's below. CaII before you dig. D H, D D \ D 0 LAN ESC A P E ARCH I T E0 T U R E 50 E. Ocean 3Ivd., Suite 101 Stuart, Florida 34994 T 772.678.7200 F 772.678.7201 www.h jadesign stu d io.com LA 0000905 cL6 LL ca a� 0 a� a� 0 C50 CO 0 •L O 1 aa) W _a o C15 a) ELa) O O o C6 >, U Copyright The following drawings are instruments of service to the Landscape Architect. They are not products of design. All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the designer, and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the designer. Job No Drawn By Checked By MH Approved By MH Submittal Dates 10-12-16 14006 RT Revision DateB IR- 1 EXIST. SE NER 99 1 VM 16 1% (1) 12" VALVE V 1 A C R2 EXIST //ET NELL RIMES 18.11 X: IX I/..,5 TCS XI T / 0 0 /L LL MATCHLIX IR - 16" FM - 15 1 2" 30.7 21 XIST 1%2„ 29.0 -Y EAS / 9 11/2" 32.9 16 112" 38.7 30.00' N 89°19'21 • 0' co 0' Ln co N1 1" 3/4" lk 3/4" 1' /4" 81 n 10 I • 3/4" i 3/4" OT 1��/4' 8 0 1 1/2" 3/4„ 3/4" tifr 3/4 • 0 PLG CX \� 3/4" / / // / / 3/4" 20 1,2.. 26.5 2" 15 3/4" EXI T. L TY 0OLE 3/4" 3/4" dTopofB 1" PS 2" 3/4" 3/4" / / / 0 0 f B n T ' 8_ 190. 75'(P) • 0 10 20 30 40 feet • • 0 • 1" = 10' NORTH RRIGAT SYMBOL 6 6 45 q5 2Q 2H 40 4H 6Q 6H AA AA A ES LCS RCS CS SS OT HF AA AAA ES LCS RCS CS SS 0T HF ES LCS RCS CS SS ff El El lo 12 pu 0 LST RST SST H CI 25 50 10 20 PS Fri MANUFACTURER/MODEL/DESCRIPTION PSI Hunter PROS-06—NSI short radius nozzles „30 Turf Spray, 6.0" Pop—Up. No Side Inlet. Hunter PROS-06—NSI 5' strip spray 30 Turf Spray, 6.0" Pop—Up. No Side Inlet. Hunter PROS-06—NSI 8` radius 30 Turf Spray, 6.0" Pop—Up. No Side Inlet. Hunter PROS-06—NSI 10' radius 30 Turf Spray, 6.0" Pop—Up. No Side Inlet. Hunter PROS-06—NSI 12' radius Turf Spray, 6.0" Pop—Up. No Side Inlet. Hunter PROS-06—NSI 15' radius Turf Spray, 6.0" Pop—Up. No Side Inlet. Hunter PROS-06—NSI ADJ 30 Turf Spray, 6.0" Pop—Up. No Side Inlet. Hunter PROS-06—CV 5` strip spray 30 Shrub Spray, 6.0" Pop—Up. No Side Inlet. Hunter PROS-06—CV 8' radius 30 Shrub Spray, 6.0" Pop—Up. No Side Inlet. Hunter PROS-06—CV ADJ 30 Shrub Spray, 6.0" Pop—Up. No Side Inlet. 30 Hunter PROS-12—CV 5' strip spray Shrub Spray, 12.0" Pop—Up. No Side Inlet. Hunter PROS-12—CV ADJ 30 Shrub Spray, 12.0" Pop—Up. Hunter PROS-12—CV 8` radius Shrub Spray, 12" ON Fixed Riser. Hunter PROS-12—CV ADJ 30 Shrub Spray, 12" On Fixed Riser. Hunter MP1000 PROS-06—CV Turf Rotator, 6" pop—up with check valve, M=Maroon adj arc 90 to 210, L=Light Blue 210 to 270 arc, 0=Olive 360 arc. Hunter MP2000 PROS-06—CV Turf Rotator, 6" pop—up with factory installed check valve, K=Black adj arc 90-210, G=Green adj arc 210-270, R=Red 360 arc. Hunter MP3000 PROS-06—CV Turf Rotator, 6" pop—up with factory installed check valve, B=Blue adj arc 90-210, Y=Yellow adj arc 210-270, A=Gray 360 arc. Hunter MP800SR PROS-06—CV Turf Rotator, 6.0" pop—up with check valve, ADJ=Orange and Gray ( arc 90-210), 360=Lime Green and Gray (arc 360) Hunter MP Corner PROS-06—CV Turf Rotator, 6" pop—up with factory installed check valveT=Turquoise adj arc 45-105. Hunter MP Strip PROS-06—CV Turf Rotator, 6" pop—up with factory installed check valve, LST=Ivory left strip, SST=Brown side strip, RST=Copper right strip. 30 30 30 30 30 30 Hunter PCB 30 flood Bubbler, 1/2" FIPT. Hunter PGV-101A 1" Plastic Electric Remote Control Valve, Female NPT Inlet/Outlet. Angle Configuration, With Flow Hunter PGV-151 Angle 1-1/2" Plastic Electric Remote Control Valve, Female NPT Inlet/Outlet, With Flow Control. Angle Configuration. Matco—Norca 514T 1/2"-4" Brass Gate Valve, Full Port, with Solid Wedge. IPS. Wheel Handle. Same size as mainline pipe. Hunter IC -2400—M Modular Controller, 24 stations, Outdoor Model, Metal Cabinet. With three ICM -600 modules included. Hunter WR—CLIK Rain Sensor, install within 1000 ft of controller, in line of sight. 22-28 VAC/VDC 100 mA power from timer transformer. Mount as noted. Arnica 2—T—S—Disc Element Arnica 2" T—Super Manual Plastic Filter, disc element, engineered—plastic material, maximum working pressure 145psi. Rain Bird Water Meter FM200B 2.0 GPM to 160 GPM. Installed in standard valve box using bricks and gravel as per valve detail. pump station in fiberglass housing. Design flow and pressure: 40 GPM @ 50 PSi. Water source: local canal. See notes and specifications. Irrigation Lateral Line: PVC Class 200 SDR 21 PVC Class 200 irrigation pipe with Sch-40 fitting. Irrigation Mainline: PVC Schedule 40 PVC Schedule 40 irrigation pipe with Sch-40 fitting. Pipe Sleeve: PVC Schedule 40. See notes and Valve Callout Valve Number Valve Flow Valve Size Know IA ars below. Call before you dig. D G \ 0 50 E. Ocean 3Ivd., Suite 101 Stuart, Florida 34994 T 772.678.7200 F 772.678.7201 LA 0000905 cL6 0 2 0 5 >1 CO .L05 a) a) _a o _c (15 a) EL a) 0 .0 O -C6 >, O. t= Copyrig ht The following drawings are instruments of service to the Landscape Architect. They are not products of design. All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the designer, and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the designer. Job No Drawn By Checked By MH Approved By MH Submittal Dates 10-12-16 14006 RT Revision Date_s IR - 2 OSOD LAYER OFINISHED GRADE OPRO SPRAY BODY, INSTALLED IN CLEAN FILL. NO ROCKS TO BE IN CONTACT WITH SPRAY BODY. 0 1/2" MARLEX STREET ELL OHUNTER HSBE-050 (2), OHUNTER HFT-100, LOW DENSITY POLYETHYLENE FLEXIBLE TUBING OLATERAL LINE, SCH-40 OR CLASS PIPE, SEE SPECIFICATIONS. ® SCH-40 PVC SERVICE TEE 0.50" 12" INSTALL POP-UP SPRAY 4" OFF SIDEWALK, FENCE AREAS, CURBS, MINIMUM 6" OFF BED EDGES. MINIMUM 12" OFF BUILDINGS AND STRUCTURES, AND 36" OFF NON -CURBED ASPHALT ROADWAYS. INSTALL PERPENDICULAR TO FINISHED GRADE WITH SPRAY HEAD MINIMUM 1/2" ABOVE GRADE, BUT NO HIGHER THAN SOD THATCH LAYER. ADJUST COVERAGE TO AVOID OVERSPRAY ONTO HARDSCAPE, FENCES, AND BUILDINGS HUNTER PROS -06 -NSI NTS. P-CO-TYC-1-01 OTREE OR PALM AS NOTED OFINISHED GRADE HUNTER PCB SERIES BUBBLER, OMOUNTED ON 1/2"X8" SCH-80 NIPPLE OLATERAL LINE, MINIMUM 12" OUTSIDE ROOT BALL OHUNTER HSBE-050, SPIRAL BARB ELBOWS OHUNTER HET -100, FLEXIBLE TUBING ORAIN BIRD SBFE-050 • O a BUBBLER TO BE 1" ABOVE MULCH O IIIE�IeIII.-' 'kms itf nlu' II � J ' L 1== -Illy 1 �I,I F�lll y III Tfl llT Tf [5l t II Ill��nll HUNTER PCB BUBBLER, FIXED RISER NTS. P-CO-TYC-1-08 O RAIN BIRD VALVE BOX; MODEL VB-1ORND O FINISHED GRADE O BRICKS, 1 OF 3 0 3/4" GRAVEL, 6" DEEP 0 SCH-80 COUPLING SCH-80 NIPPLE 0 MAINLINE, SEE PLAN SPECIFICATIONS FOR TYPE AND SIZE. 1:1►rP'�2i,' O AltItAlkA Ku m■, / oc foovn°o Ocn°oo 4 7 NOTES: 1. ADD VALVE BOX EXTENSIONS AS NECESSARY. 2. SEAL VALVE BOX SIDE WALL OPENINGS PRIOR TO BACK FILLING. DENSITY. 3. USE TEFLON TAPE ON ALL TREADED FITTINGS. MATCO-NORCA 513T GATE VALVE NYS COMPACT SOIL TO 95% P-CO-TYC-1-13 OFENCE OR OTHER STRUCTURE OHUNTER PROS-12-NSI-PRS30-CV OHUNTER STAKING KIT, WITH #5 REBAR 0 3/4" SCH-40 PVC PIPE OFINISHED GRADE OLATERAL PIPE WITH 12" COVER, SEE SPECIFICATIONS FOR TYPE OSCH-40 PVC FITTINGS ® HUNTER HSBE-075, SPIRAL BARB ELBOWS (2) OHUNTER FLEXIBLE TUBING, HFT-100 I- 16" PVC RISER AND REBAR TO BE PAINTED FLAT BLACK UNLESS OTHERWISE NOTED IN SPECIFICATIONS. INSTALL RISER BETWEEN PLANT MATERIAL, BUT NO CLOSER TO STRUCTURE THAN 18". USE ONLY TEFLON TAPE ON THREADED FITTINGS. ADJUST COVERAGE TO AVOID OVERSPRAY ONTO STRUCTURE. HUNTER PROS -12 -NSI -CV, ON SCH-40 RISER NTS. O P-CO-TYC-1-02 i MIN. 18" SOD lQtwOP�y ANKIK ink 6" SHRUBS HEADS SPACED 6" OFF BED EDGE BETWEEN PLANT MATERIAL FOR MAX COVERAGE NOTES: THE INTENT OF THIS DETAIL IS TO SHIELD THE NON-OPERATING SPRINKLER HEAD FROM PUBLIC VIEW. 1. FOR SHRUBS/GROUND COVER MAINTAINED 10" OR LOWER, 12" POP -UPS MAY PLACE IN FRONT OF PLANT MATERIAL 12" OFF BED EDGE, FLUSH WITH MULCH. 2. PLANT MATERIAL TALLER THAN 10", PLACE AS SHOWN IN DETAIL. SET TOP OF POP-UP 4" LOWER THAN PLANT MATERIAL. 3. NO IRRIGATION EQUIPMENT SHALL BE INSTALLED CLOSER THAN 18" TO ANY BUILDING WALL OR OTHER VERTICAL STRUCTURE. HEAD PLACEMENT IN SHRUB BEDS NTS P-CO-TYC-1-15 MAINLINE, LATERAL, AND WIRE CONDUIT IN THE SAME TRENCH MAINLINE PIPE LATERAL PIPE WIRE CONDUIT IN SEPARATE TRENCH PLAIN VIEW 4" BETWEEN PIPES SNAKE PIPE N TRENCH NOTE; 1. MINIMUM PIPE DEPTH SHALL BE PER DETAIL, LOCAL/STATE CODES, FROSTLINE, WITCH EVER IS MOST STRINGENT 2. MAINLINE AND LATERAL PIPE, TYPE AND DEPTH, SEE SPECIFICATIONS. 3. PIPE IN THE SAME TRENCH SHALL HAVE MINIMUM 4" HORIZONTAL & VERTICAL SEPARATION. 4. IF ROCK OR OTHER DEBRIS IS ENCOUNTERED, CONTRACTOR SHALL SHALL HAVE MINIMUM IMBED PIPE 3/4"-2" IN 4" OF SAND, AND 3"- 4" IN 6" OF SAND. FOR LARGER PIPE. SEE SPECIFICATIONS 5. COMPACT BACKFILL TO 95% DENSITY. 6. CONTRACTOR TO REPAIR ALL SINK HOLES AND DEPRESSIONS UNDER WARRANTY PERIOD AT NO COST TO OWNER. PIPE TRENCH DETAIL NTS. P-CO-TYC-1 -09 ® SOD LAYER ®FINISHED GRADE OPRO SPRAY BODY, INSTALLED IN CLEAN FILL. NO ROCKS TO BE IN CONTACT WITH SPRAY BODY. 01/2" MARLEX STREET ELL OHUNTER HSBE-050 (2), OHUNTER HET -100, LOW DENSITY POLYETHYLENE FLEXIBLE TUBING OLATERAL LINE, SCH-40 OR CLASS PIPE, SEE SPECIFICATIONS. 0 SCH-40 PVC SERVICE TEE 0.50" 12" INSTALL POP-UP SPRAY 4" OFF SIDEWALK, FENCE AREAS, CURBS, MINIMUM 6" OFF BED EDGES. MINIMUM 12" OFF BUILDINGS AND STRUCTURES, AND 36" OFF NON -CURBED ASPHALT ROADWAYS. INSTALL PERPENDICULAR TO FINISHED GRADE WITH SPRAY HEAD MINIMUM 1/2" ABOVE GRADE, BUT NO HIGHER THAN SOD THATCH LAYER. ADJUST COVERAGE TO AVOID OVERSPRAY ONTO HARDSCAPE, FENCES, AND BUILDINGS HUNTER PROS -06 -NSI NTS. P-CO-TYC-1 -03 OCARSON 0910-10 VALVE BOX WITH "T" LID FLUSH WITH SOD OFINISHED GRADE ® 3M-DBY/R SPLICE KIT 0 6" LAYER OF 3/4" GRAVEL J " SCH-80 NIPPLE, LENGTH AS REQUIRED OBRICKS (3) • MAINLINE, SEE SPECIFICATIONS • FOR TYPE • MAINLINE FITTING, SEE SPECIFICATIONS FOR TYPE. OPAIGE SINGLE STRAND DIRECT BURIAL PE WIRE O ' i am■ IN' 18"-30" 0 Ems NOTES: 1. CONTRACTOR MAY INSTALL MULTIPLE VALVES IN A CARSON 1419-12 VALVE. 2. IF SCH-40 80 PVC FITTINGS ARE SPECIFIED FOR MAINLINE CONTRACTOR MAY USE SOLVENT WELD FITTING RATHER THAN STANDARD SLIP BY TREAD SERVICE TEE.. 3. NO MALE ADAPTORS ARE TO BE USED ON VALVE. 4. COIL MINIMUM 24" ADDITIONAL WIRE AS SHOWN DETAIL. 5. SEAL VALVE BOX SIDE WALL OPENINGS PRIOR TO BACK FILLING. COMPACT SOIL TO 95% DENSITY. 6. USE TEFLON TAPE ON ALL TREADED FITTINGS. 7. FLUSH MAINLINE PRIOR TO INSTALLING VALVES. HUNTER PGV-101A, IN 1011 ROUND VALVE BOX NTS P-CO-TYC-1 -05 MINIMUM 36" FROM E.O.P. IN UN -CURBED ROADWAYS PAVEMENT PIPE TYPES, SEE NOTES. BACKFILL WITH CLEAN SAND FREE FORM ROCKS AND DEBRIS 6" AROUND PIPE MINIMUM 24' FROM BACK OF CURB OR EDGE OF SIDE WALK 1 NOTE; 1. UNDER ROADWAY; ALL PVC SLEEVING SHALL BE SCH-80 PIPE OR HDPE. 2. UNDER SIDEWALK AND OTHER HARDSCAPE; ALL SLEEVING TO BE SCH-40. 3. SLEEVING TO BE TWO PIPE SIZES LARGER THAN OF CARRYING PIPE. ONLY ONE PIPE PER SLEEVE. 4. ALL JOINTS TO BE SOLVENT WELD OR FUSED. 5. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 36" ABOVE FINISHED GRADE. 6. WHEN MULTIPLE PIPES ARE LAID IN THE SAME TRENCH, MAINTAIN MINIMUM 6" SEPARATION BETWEEN PIPES. 7. MECHANICALLY TAMP TO 955 PROCTOR. ROADWAY / HARDSCAPE SLEEVING 36" ABOVE GROUND. SPRAY PAINT FLUORESCING ORANGE MINIMUM 30" COVER FROM FINISHED GRADE UNDER ROADWAY CROSSING. 24" UNDER ALL OTHER HARDSCAPE NTS. P-CO-TYC-1 -10 OMULCH LAYER OFINISHED GRADE PRO SPRAY BODY, INSTALLED IN OCLEAN FILL. NO ROCKS TO BE IN CONTACT WITH SPRAY BODY. OHUNTER HFT-100, FLEXIBLE TUBING OLATERAL LINE, SCH-40 OR CLASS PIPE, SEE SPECIFICATIONS OSCH-40 PVC SERVICE TEE OHUNTER HSBE-050 ELBOWS (2) '�- DOCIi�I�'il>0 0 OOO' II 4 !�000� 0 0 2.75" 1 2" INSTALL POP-UP SPRAY BETWEEN PLANT MATERIAL, BUT NO CLOSER THAN; 6" OFF SIDEWALK, FENCE AREAS, CURBS, BED EDGES. MINIMUM 12" OFF BUILDINGS AND STRUCTURES, AND 36" OFF NON -CURBED ASPHALT ROADWAYS. INSTALL PERPENDICULAR TO FINISHED GRADE WITH SPRAY HEAD MINIMUM 2.75" ABOVE GRADE, BUT NO HIGHER THAN MULCH LAYER. ADJUST COVERAGE TO AVOID OVERSPRAY ONTO HARDSCAPE, FENCES, AND BUILDINGS. IF ADDITIONAL HEIGHT IS REQUIRED TO CLEAR PLANT MATERIAL, USE (MAX 2) RAIN BIRD 1800 -EXT. HUNTER PROS -12 -NSI NTS. P-CO-TYC-1-04 OCARSON 1419-12 VALVE BOX WITH "T" LID FLUSH WITH SOD OFINISHED GRADE O3M-DBY/Y SPLICE KIT 0 6" LAYER OF 3/4" GRAVEL OSCH-80 NIPPLE (4), LENGTH AS REQUIRED OBRICKS (4) OMAINLINE, SEE SPECIFICATIONS FOR TYPE ®MAINLINE FITTING, SEE SPECIFICATIONS FOR TYPE. OPAIGE SINGLE STRAND DIRECT BURIAL PE WIRE 0 SCH-80 NIPPLE, LENGTH AS REQUIRED NOTES: 1. IF SCH-40/80 PVC FITTINGS ARE SPECIFIED FOR MAINLINE, CONTRACTOR MAY USE SOLVENT WELD FITTING RATHER THAN STANDARD SLIP BY TREAD SERVICE TEE. 2. NO MALE ADAPTORS ARE TO BE USED. 3. COIL MINIMUM 24" ADDITIONAL WIRE AS SHOWN DETAIL. 4. SEAL VALVE BOX SIDE WALL OPENINGS PRIOR TO BACK FILLING. COMPACT SOIL TO 95% DENSITY. 5. USE TEFLON TAPE ON ALL TREADED FITTINGS. 6. FLUSH MAINLINE PRIOR TO INSTALLING VALVES. HUNTER PGV-151/201G, ANGLE CONFIGURATION NTS P-CO-TYC-1 -06 OMINIMUM CLEARANCE FOR DOOR OPENING OHUNTER I -CORE CONTROLLER MOUNTED ON ELECTRICAL RACK. O2"-2.5" SCH-40 WIRE CONDUIT 0 3/4" SCH-40 CONDUIT, 120V POWER SUPPLY ACCORDING TO STATE AND LOCAL CODES BY LIC. ELECTRICIAN 0 1" SCH-40 CONDUIT, FOR #8 BARE COPPER WIRE TO 5/8"X8' GROUND ROD O NOTE: 1. CONTROLLER HEIGHT PER OWNERS REQUEST OR AT AVERAGE EYE LEVEL, BUT NO LOWER THAN 48". 2. SECURE CONTROLLER TO WALL STRUCTURE USING THE APPROPRIATE FASTENERS, MINIMUM (4). IF WALL SURFACE IS UN -EVEN, LEVEL CONTROLLER HOUSING USING WASHERS FOR SPACERS. 3. INSTALL GROUNDING GRID PRIOR TO ENERGIZING CONTROLLER. HUNTER I -CORE, IC -3200-M NTS P-CO-TYC-1 -07 m m 0 O 60 Id c451 ° rl 'I' 1 0 FRONT STEEL / FIBERGLASS ENCLOSURE STA -RITE DHHG PUMP dug ftly SIDE Note: 1. Contractor to provide a 6"thick concrete (fiber -mesh) pad 12" larger (width & depth) than pump housing. 2. Power to pump station to be provided by owner, contractor to coordinate. 3. Install brass check valve on suction line below water table. 4. Pump shall be ankered to slab with (4) galvanized bolts. O STA -RITE DHHG SELF PRIMING PUMP O PSR -P O CLAM SHELL POWDER COATED STEEL ENCLOSURE OR FIBERGLASS. 4 230 VOLT MAIN POWER PLUG WITH DISCONNECT HARD PIPED TO PUMP O SCH-80 FITTING © GALVANIZED TEE WITH (PRIMING) PLUG. • SCH-80 NIPPLE & SUP COUPLING O 2" SCH-40 DISCHARGE UNE O 2" SCH-40 SUCTION UNE 10 COOLING LOUVERS 11 PADLOCK HASP 12 ENCLOSURE TOP COVER 13 INTAKE/DISCHARGE HOLE (BOTH SIDES) 14 01" KNOCK OUT FOR 3/4" CONDUITS (BOTH SIDES). 01.25" KNOCK OUT FOR 1" PRV. 15 ENCLOSURE BASE 16 0-160PSI UOUID FILLED PRESSURE GAUGE. ,4 1" BRASS PRESSURE REUEF VALVE PIPED TO CANAL. 18 MATCO 5142 GAVE VALVE. STA -RITE DHHG SELF -PRIMING PUMP NTS P-CO-TYC-1-16 fr /ci • 0 r 18" CLEARANCE FOR MAINTENANCE I \f, O FINISHED GRADE 2O SCH-40 PIPE ABOVE GROUND O SCH-80 FITTINGS ABOVE GROUND ® MATCO-NORCA 759 BRASS BALL VALVE. (1) OF (2). 0 2" LIQUID FILLED 0-160 PSI PRESSURE GAUGES O \ivy © SCH-80 UNIONS (FPT). (1) OF (2) O7 INSTALL BALL VALVE FOR FILTER PURGE PORT. (BALL VALVE NOT SHOWN) "C" CHANNEL STRUTS, (1 of 2) WITH PIPE CLAMPS FOR FILTER ASSEMBLY SUPPORT. PLACE s" THICK RUBBER MATT BETWEEN PIPE AND PIPE CLAMP. SET STRUT 24" IN GROUND IN CONCRETE. AMIAD 211 T -SUPER PLASTIC FILTER ASSEMBLY NTS P-CO-TYC-1-12 OFINISH GRADE OCONTROLLER OR CONTROLLER MOUNTED IN PUMP STATION ® CONCRETE PAD 01.5" SCH-40 PVC SWEEP ELL O6 AWG SOLID BARE COPPER WIRES. CONNECTED DIRECTLY TO CONTROLLER GRD BAR. ® COPPER GROUND PLATE (4"x96"x.0625") OEARTH CONTACT MATERIAL ® 5/8"X8' COPPER CLAD GROUND ROD OCADWELD CONNECTION TOP VIEW SIDE VIEW ELECTRODE SPHERE OF INFLUENCE BOUNDARIES NOTE; 1. DO NOT INSTALL ANY OTHER WIRE OR CABLE WITHIN THE SPHERE OF INFLUENCE. 2. INSTALL GROUNDING PLATE MINIMUM 30" BELOW FINISHED GRADE, OR BELOW FROSTLINE, WHICHEVER IS DEEPER. 3. MEGGAR TEST GROUNDING GRID, MINIMUM 10 OHMS OR LESS REQUIRED, CONTRACTOR TO PROVIDE ON HIS LETTER HEAD, TIME, DATE, AND TEST RESULT. SUBMIT A COPY TO OWNER OR OWNERS REP. PRIOR TO FINAL WALK THROUGH CONTROLLER GROUNDING DETAIL NTS. P -CO -TYC-1-11 ) ) DC • LAN ESCAPE ARCH ITEC TURE 50 E. Ocean 3Ivd., Suite 101 Stuart, Florida 34994 T 772.678.7200 F 772.678.7201 www.hjadesignstudio.com LA 0000905 0 0 1 0 0 U) ■ 0 0 U Copyright The following drawings are instruments of service to the Landscape Architect. They are not products of design. All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the designer, and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the designer. Job No Drawn By Checked By MH Approved By MH Submittal Dates 10-12-16 14006 RT Revision Dates IR - 3 IRRIGATION NOTES & SPECIFICATIONS PLAN; Irrigation design is based on cad files provided by HJA Design Studio's landscape plan and client. The irrigation system has been designed to conform with applicable codes, ordinance, regulations and requirements of the city, county (Sc state as of the date noted on plans. These plans have been designed to satisfy/exceed the Florida Building Code (FBC) Appendix "F" and the Florida Irrigation Society Standards and Specifications for Turf and Landscape Irrigation Systems, fourth edition. It is the responsibility of the contractor to ensure that the system is installed to all applicable laws, codes, rules and manufactures recommended installation instructions. Contractor shall obtain the latest landscape and civil drawings to assist in planning /bidding this project. All required permits pertaining to the irrigation installation according to state, local laws shall be obtained by the irrigation contractor prior to commencing work. Cost for all permits shall be included in his proposal. SCOPE OF WORK; The specified work is to provide a new irrigation system on existing park. Water source shall be pumped from existing canal, electric to controller and pump shall be provided by others. Existing irrigation on site unknown. Contractor shall visit site to take in consideration any obstacles that may effect the installation of the new irrigation system. He shall verify site dimensions versus plan and confirm existing utilities. The work contemplated by these plans, details and specifications consists of contractor providing a fully automatic and operable irrigation system for all areas to be landscaped with 100% head—to—head coverage as outlined in plans. The plans and specifications have gone to great length to show in the intent of the project and may not include all items that are obviously necessary to complete the system. This scope of work consists of furnishing all components necessary for the installation, testing, and delivery of a complete, fully functional automatic landscape irrigation system that completely complies with the irrigation plans, specifications, notes, details and all applicable laws, regulations, codes and ordinances. This work shall include, but not be limited to, including and providing of all required material (pipe, valves, fittings, controllers, pump station, wire, primer, glue, etc.), layout, protection to the public, excavation, assembly, installation, back filling, compacting, repair of road surfaces, controller and low voltage feeds to valves, cleanup, maintenance, guarantee and as—built plans. Items not mentioned herein but are obviously necessary and required does not relieve the contractor of his/her responsibility to furnish any additional labor, materials, and equipment obviously necessary and required for equipment installation, completing the intended scope of the project, and deliver a fully automatic irrigation system whether each necessary item is mentioned herein or not at no additional cost to the owner. Items required to complete the intended irrigation system but not mentioned shall be include in contractors proposal. No change orders will be issued for required material, labor obviously needed to complete the irrigation system as per plan intent. The designer, owner/ owners rep, shall have the right, during any phase of the work operations, to inspect and reject any work and materials that do not meet the requirements of the plans, specifications, and code. Rejected work and materials shall be immediately removed from the project area and replaced with acceptable work and materials within ten (10) calendar days. The contractor and his on site installation crew shall be experienced and well versed in all of the manufactures recommended installation procedures for the equipment specified in plans. Contractor shall adhere to and install equipment according to manufactures installation recommendations. Contractor shall verify all underground utilities 72 hours prior to commencement of work. A copy of the locating ticket shall be on site at all times during work. The information and location for the new utilities in this community may not be available to the locating services, contractor shall obtain a copy of the civil drawings. and coordinate his work with site, utility, and electrical contractors. Irrigation contractor shall coordinate their work with other contractors for the location and installation of pipe sleeves and laterals through walls, under roadways and paving, etc. The contractor shall take immediate steps to repair, replace, or restore all services to any utilities which are disrupted due to their operations. All costs involved in disruption of service and repairs due to negligence on the part of the contractor shall be their responsibility. POINT OF CONNECTION (POC); STA—RITE DHHG clock start pump station, design flow and pressure; 40 gpm C�? 50 PSI. Pump station to be provided and installed on a 6" thick concrete slab sized 12" larger than pump housing with 6"x6" wire mesh supported 1" above sub grade. Contractor to get sign—off for slab by a structural engineer. Contractor shall install suction line to the deepest part of the canal (minimum 8 feet of water above suction screen). Lay one layer of rip—rap 8'x8' square under suction screen, build up under suction line with rip—rap to were suction screen is 2 feet above 8'x8' pad. Power supply for pump station and controller to be provided and installed by others. Contractor shall provide the pump equipment as shown on detail #5. Contractor has the option to change the following pump equipment to items that are more readily aveilable: (1).Pump housing, must be made with powder coated sheet metal or fiberglass, have hardware for pad lock, air vents for pump cooling. (2). Pressure relief valve, must be 1" brass and adjustable. (3). gate valve, must be brass ball valve or gate valve. (4). Have means to shut down pump in case of no flow; flow switch or pressure sensor with time delay. Suction line shall Sch-40 and run to the deepest part of canal, contractor to verify minimum 10' deep. Provide (2) canal screens tee' ed together at end of suction line. Install brass check valve under water. Controller: Hunter I—CORE 32 station in powder coated metal cabinet hung on electrical power rack. Electrician to hard wire controller. Contractor shall install a wireless rain sensor, with transmitter located in an area that has a 10' radius clear of vertical obstructions and overhead irrigation. Pole mount minimum 8' above ground using 4"x4"-12' PT post (cut top post 45 degree's to divert rain splash) if no structures are nearby. Irrigation contractor shall install a grounding grid for controller as shown in detail #15 (IR -3). Controller low voltage field wires (to solenoid valves) shall be "RED" for hot, "WHITE" for common and "BLUE" for spares. AM field wires (low voltage) shall be incased in Sch-40 conduit above ground and from controller to closest valve box by mainline. All field wires leaving mainline shall be incased in Sch-40 conduit. Contractor shall pull additional 36" wire above valve box (wire loop slack), and coiled up neatly and lay to the side in valve box. Contractor shall use 3M—DBY/R splice kits on all wire splices, no exceptions! No wire shall left in valve boxes with copper exposed to the element for more than one work day. Contractor shall make the splices the same day or water proof exposed copper ends. Contractor shall pull a 14 gauge single strand direct burial UF tracer wire along mainline between valves where as no (HOT) wire exist, coil 36"additional wire loop slack in valve box and secure wire ends with "King" grease caps. Provide (1) spare wire of different color in each direction from controller. AM grounding plates and rods shall be tested with a "meggar Unit", to past test, grounding plates and/or rods shall have 10 ohms or less resistance. This shall be certified in writing on contractors letter head and submitted with warranty / asbuilt docs. Contractor shall program controller for current weather conditions, run times per local ordinance, and according to SFWMD water restrictions. On a different program, set run times as needed for in—watering of new plant material. Create a zone chart containing / showing; zone #, zone coverage area, and type irrigation equipment (sprays. rotors a.s.o.). Zone chart is to be laminated and stored securely on controller door. On final walk through, with controller programming completed (this includes learn flow on all zones; runtime set; flow limits set), contractor shall demonstrate to owner, controller operations, and activate all zones from controller. On random zones, activate rain sensor to demonstrate functionality of wireless sensor. PIPE; Laterals: CL200 solvent weld BE, installed with minimum 18" cover, measured from finished grade to top of pipe. All lateral pipe fittings shall be Sch-40. Above ground pipe and fittings; Sch-40 pipe with Sch-80 fittings. Use IPS 721 solvent weld cement and purple primer for welding sch-40 & 80 pvc joints/fittings up to 4". Apply solvent weld as per manufactures instructions and guidelines. Mainline: SCH-40 BE PVC pipe. Installed pipe up to 4" with minimum 24"cover measured from finished grade to top of pipe. AM mainline fittings shall be Sch-80. Solvent weld bell end mainline pipe shall cure for 24 hours prior to pulling through sleeve. Use IPS 721 solvent weld cement and purple primer for welding sch-40 & 80 pvc joints/fittings up to 4". Apply solvent weld as per manufactures instructions and guidelines. Mainline shall be installed straight and horizontal as possible, all direction changes shall be accomplished with ductile Sch-80 fittings. No deflection (bending) of pipe is permitted. Sleeves: See detail #13 on sheet IR -3. Sch-40 for pipe sizes up to 4", Class 200 for sleeve sizes 6" or larger. Install with the same coverage under "Mainline" for common area hardscape, and sidewalks over 36" wide. All sleeves under R.O.W., roadway and parking shall have minimum 36" cover, measured from top of pipe to top of asphalt. Extend sleeve ends 36" passed EOP and 24" on other hardscape. Mainline crossing potable waterline shall be sleeved 10' to each side of utility. Seal sleeve ends by means to keep soil from entering. All sleeve ends shall be documented in as—built drawing (both ends) with measurements from minimum two fixed points. Trenches with multiple pipes; ensure minimum 4" clearance between pipes. Initial fill 4" around pipes shall be free for rock and debris. Compact backfill to 95% density. Any depressions along pipe line trenches shall be part of irrigation system warranty and repaired be repaired at contractors cost during warranty period. AM mainline, laterals, wire conduit with open end, both for future use or end of the day work shall be secured for water / debris from entering by using temporary sch-40 caps. Wire conduit stub—ups shall be capped. After valve boxes are installed and conduit cut down and two wire is pulled, contractor shall seal conduit with foam. AM pipes shall be flush until clear and free from debris. Lateral lines with swing joints be backfilled between swing joints to weight down pipe, flush till free and clear of debris, install falcon heads on swing joints immediately after flushing. In conflict areas (mainline crossing potable water line), maintain minimum 18" vertical clearance between Irrigation mainline and potable water line where as irrigation mainline shall run under potable water line. 10' horizontal clearance. Use a full pipe length (20') with potable line crossing in the middle (where bell joints are 10' from potable water line). Pipe Routing; Pipe routing shown in plan is diagramic, some pipe lines are shown off—set its intended location for clarity. Contractor shall adjust location to avoid any current or future obstructions with pipe laid as straight as possible with the minimum amount of fittings. No bending of pipe permitted. See detail #12 on sheet IR -3 for pipe placements. No mainline, valves, wire conduit shall be closer than 5' from light pole and 8' from tree trucks. Keep mainline and valves off slope to canal. Mainline is to be pressure tested with all gate and solenoid valves installed. All mainline gate valves shall be in open position during pressure test. Pump station discharge gate/butterfly valve is to remain closed. Contractor shall temporary install (1) liquid fill pressure gauges for pressure test. Refer to Florida Plumbing Code Appendix "F" for mainline Gasket pipe pressure testing procedure and requirements. Contractor shall supply all additional material, gauges, equipment to pressurize and maintained test pressure at 75 PSI for (2) hours in presents of the owner/owners rep. After pressure is blown off, contractor and owner/owners rep shall verify all pressure gauges are reading zero. Allowable pressure loss for solvent weld pipe is "0" zero PSi loss. If pressure (water loss) is detected during or after pressure test, contractor is locate and repair leak and schedule a new pressure test. This process shall be repeated till mainline has passed it respected test requirements. Additional time and travel costs for owner/owners rep for re—testing shall be back charged to the irrigation contractor. Contact owner minimum 48 hour in advance of testing. It is recommended that the contractor perform his own preliminary test prior to scheduling time with owner to avoid any additional testing costs. VALVES: Solenoid valves shall be install according to details. There shall be minimum 1.5" between valve flow control handle and valve box lid. Valve clusters (2 or more) shall be uniformly spaced 3 feet apart, parallel to each other. Valve boxes for solenoid valves, splice boxes and gate valves shall be installed according to details in the following procedure; a) Compact ground to 95% where rock and bricks are to be placed. Verify top of valve box is flush with finished grade (sod inclusive). Valve boxes placed higher than sod thatch layer will be rejected. b) Ensure that valve box body is not in contact with any part of pipe or other irrigation equipment. Maintain minimum 4" clearance between valve box and equipment and pipe. c) Seal pipe openings in valve box around pipe with duck—tape. d) Seal pipe openings completely in splice boxes. e) Using branding iron, mark valve box lid with corresponding zone number on irrigation plan. f) AM valve boxes regardless of type, shall be part of asbuilt drawings with references from two fixed objects (permanent structures). HEADS: Sprays, MP rotators shall be spaced according to plan with minor adjustments to fit actual bed line and hardscape location. Sod heads shall be 6" off grass edge along shrub bed line, 4" off edge of hardscape and perpendicular to finished grade. Shrub heads (6" pop—ups) shall be set 6"off grass edge flush with mulch. Contractor shall adjust 6" shrub heads for maximum coverage between plant material. 12" pop—ups shall be set next to plant material, contractor shall add Rain Bird RB1800—EXT as needed for overspray. 12" shrub heads (see detail #7) on risers, no shrub risers shall be set along walk ways. Contractor shall field adjust head location for maximum coverage (head to head), adjust coverage arc to keep spray with—in intended area, adjust radius of coverage. Example; if a head is spaced 13' apart using 15' nozzles, contractor shall adjust radius for head to head by adjusting radius reduction screw on nozzle. Bubblers shown on plan maybe off set from its indented location for clarity. Contractor shall reference landscape plan and stake actual tree location prior to trenching. Bubblers shall be set as per details on sheet IR -3. Insure swing pipe is minimum 8" below edge of sod around tree ring. SUBMITTALS After project completion, the irrigation contractor shall provide the owner with (2) high quality, accurate, and legible set of as—built drawings. The as—builts must identify all remote control valves, gate valves, ball valves, splice / pull boxes, mainline, sleeving, grounding locations, and decoder number written on corresponding valve label. Valve label shall correspond with controller program. As—built shall be redline on clean plan set with minimum two reference points from fixed (permanent) structures or other similar objects. The irrigation contractor must also provide accurate, informative, and easy to follow and understand operation and maintenance manuals for all components of the irrigation system. Controller charts — Upon completion of "as—built" prepare controller charts; one per controller. Indicate on each chart the area controlled by a remote control valve (using a different color for each zone). This chart shall be hermetically sealed inside two 2m1 pieces of clear plastic and placed in pump station housing. FINAL ACCEPTANCE Final acceptance of the irrigation system will be given after the following documents and conditions have been completed and approved. Final payment will not be released until these conditions are satisfied. 1. Final walk—thru and correction of all punch list items. 2. Completion and acceptance of `as—built' drawings. 3. Acceptance of required controller charts and placement inside of controllers. 4. Turn over of all required parts and tools as outlined in the project specifications. GUARANTEE: The irrigation system shall be guaranteed for a minimum of one calendar year from the time of final acceptance. Guarantee shall include the repair of defective material, workmanship, and repair of depressions along trench lines that where not compacted correctly at not cost to owner. 50 E. Ocean 3Ivd., Suite 101 Stuart, Florida 34994 T 772.678.7200 F 772.678.7201 www.hjadesignstudio.com LA 0000905 0 0 1 0 Copyright The following drawings are instruments of service to the Landscape Architect. They are not products of design. All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the designer, and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the designer. Job No Drawn By Checked By MH Approved By MH Submittal Dates 10-12-16 14006 RT Revision Dates IR - 4 0 N O �I 0 ZroOQ 0 0 0 Iw NOH O 00 OI Q CO d M Z O IX N QM < I— O_ I Q o J (NI I M z m SE 7TH STREET WM 24" SA d O J N O c I W Z M 0 m CWJCi000 d I 0 NM W 0Y O m 0 O m d M °p N QM I— 0- I . 0 N I M z r I:a: •,Q I • • 1 1 0 N 89°39'22° E 216.79' 209.98 Z V) Bahia Sod n a • A . d a a 4 44 Bahia Sod • VIot- •* 1a4 T I 11 II 11 11 11 11 I 11 I 1 II rjl ;I J l II 11 1 / II II II // I / " II II II \ 1■■■■NIENE■■!■■\ AINVIA -•�.�..wE:■►■■■;� `\E/■■Ka■' Bahia 1■■■■51r 4 Sod MN ., . i■M■■■■■■■■■■!2 i■■■■■■PIle��!aT7� AMEN,' moor moor; mow. mour MEIAMA Bahia MEMINEF Sod — OHW WM • Existing 0 Trees to Remain cragrowrila 0 • •.1'`;' • ❑ ❑ ❑ D00000 DO DO DODO ❑❑ *1.44 E.041\ 0 -n. • t' - t.Of 1' $LOcii'I , CENTRAL.. 41PARK• '(P,B ;2,,'P•X39 •'.•';.•.:.•:. 2'P:-37 O}ZEECHQBEE .UTILITY :' 1 :.F 4G TFiRl91FF" x `" . Bahia ,Sod E0W— EN • w I W J Bahia Sod 30.00' —� 89'19'21" E S 89° 1 9'2 few ---Eow-- — __ TAYLOR CREEK RIGHT—OF—WAY LINE, PER PLAT BOOK 5, PAGE 60 190.75(P) — —E8W— — CANAL & DRAINAGE PARCEL "TAYLOR COVE" (PLAT BOOK 5, PG. 60) , Eaw-_ — -� — — Eow 3.80' Existing Tree Mass to remain • aDESIGN STUDIO LANDSCAPE ARCHITECTURE 50 E. Ocean Blvd., Suite 101 Stuart, Florida 34994 TREE SCHEDULE TREES QTY COMMON NAME / BOTANICAL NAME SIZE DETAIL DETAILS 5 Dahoon Holly / Ilex cassine 2" - 2.5" Cal., 10 - 1T Ht. x 5' Spr., Std., 4-5' ct. BH 192 13 Lavender Crape Myrtle Multi -Trunk / Lagerstroemia x 'Muskogee 45 gal., 12' Ht. x 5-6' Spr., Multi -trunk, 4-5' ct, 24" o.c. 3 Southern Magnolia / Magnolia grandiflora 2.5-3" CaI., 12' Ht. x 5-6' Spr., 4-5' Ct. Spider Lily / Hymenocallis latifolia 3 gal 13 Southern Live Oak / Quercus virginiana 3.5" CaI., 14-15' Ht. x 6' - 8' Spr., Std., 5-6' ct. ID 6 Bald Cypress / Taxodium distichum 3" CaI., 12' Ht. x 5-6' Spr., Std. 4-5' ct *Full PALM TREES QTY COMMON NAME / BOTANICAL NAME SIZE DETAIL 4w 103 Sabal Palm / Sabal palmetto * Stagger Heights within grouping 35 0 10' ct, 34 0 14' ct, 34 0 1T ct., 50% booted SHRUB SCHEDULE SHRUB AREAS CODE QTY COMMON NAME / BOTANICAL NAME SIZE DETAILS SPACING DETAIL 4 BH 192 Compact Bougainvillea / Bougainvillea x 'Helen Johnson' 3 gal *Full 24" o.c. HL 373 Spider Lily / Hymenocallis latifolia 3 gal Full Pot, 5 ppp min, 24" o.c. ID 181 Dwarf Schillings Holly / Ilex vomitoria 'Schillings Dwarf' 3 gal *Full 24" o.c. EMMMEHEEHEEMM 426.212 v MC 261 Pink Muhly / Muhlenbergia capillaris 3 gal *Full 30" o,c, NI 49 Dwarf Pink Oleander / Nerium oleander Ice Pink' 3 gal 24" Ht., full 36" o.c. 256 Sand Cord Grass / Spartina bakeri 3 gal Full 36" o.c. • SB o a° TR 32 Fakahatchee Grass / Tripsacum dactyloides 1 gal *Full 42" o.c. ;o o o o-% ..•.o o o m00000000 ZP 102 Coontie / Zamia pumila 3 gal *Full 24" o.c. Sod Notes 1. Bahia sod shall be planted in all landscape areas, except in areas where other understory plant material is being proposed. Scale: 1" = 20' 0' 10' 20' 40' 60' North T 772.678.7200 F 772.678.7201 www.hjadesignstudio.com LA 0000905 co LL O 1 ocu _CD CO 0 ri U a) a)0 Q 0 0 O U Copyrig ht The following drawings are instruments of service to the Landscape Architect. They are not products of design. All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the designer, and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the designer. Job No 14006 Drawn By TT Checked By Approved By MH MH Submittal Dates 6-15-16 Revision Dates L-1 LANDSCAPE NOTES 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL THE REQUIREMENTS STATED UNDER DIVISION 1 - GENERAL REQUIIREMENTS AND CONDITIONS AS WELL AS THE SPECIFIC CRITERIA OUTLINED HEREIN AND ON THE LANDSCAPE DRAWINGS INCLUDING ADDENDA AS MAY BE ISSUED BY THE OWNER. 2. THE SCOPE OF WORK FOR THE LANDSCAPE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE THE PROVISION OF ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ALL TASKS ASSOCIATED WITH THE LANDSCAPE AND IRRIGATION INSTALLATION AS SHOWN ON THE DRAWINGS OR NOTED HEREIN. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE GENERAL CONTRACTOR REASONABLE ACCESS TO POWER AND POTABLE WATER SOURCES AS REQUIRED. 3. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING ALL WORK (INCLUDING DELIVERY, STORAGE AND DISPOSAL OF THEIR MATERIALS) IS PERFORMED IN COMPLIANCE WITH APPLICABLE JURISDICTIONAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH THE WORK. 4. THE LANDSCAPE CONTRACTOR SHALL ASSIGN A QUALIFIED PROJECT MANAGER AND FIELD SUPERVISOR TO WORK DIRECTLY WITH THE LANDSCAPE ARCHITECT AND SUPERVISE THE WORK AT ALL TIMES THROUGH FINAL OWNER ACCEPTANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT PROJECT MANAGER HAS A COMPLETE, CURRENT SET OF DOCUMENTS ON-SITE AT ALL TIMES. 5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH EXISTING SITE CONDITIONS AND NOTIFYING THE OWNER IN WRITING OF ANY CONCERNS PRIOR TO COMMENCEMENT OF WORK. THIS EVALUATION SHOULD INCLUDE, BUT IS NOT LIMITED TO, VERIFICATION OF SURFACE AND SUBSURFACE UTILITIES, GRADES, DIMENSIONS AND SOIL CONDITIONS. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH PROJECT PLANS AND SCOPES OF WORK RELATED TO ASSOCIATED TRADES TO BE PERFORMED BY OTHERS IN ORDER TO IDENTIFY KEY COORDINATION ITEMS INCLUDING, BUT NOT LIMITED TO, SITE ACCESS, MATERIAL STORAGE, SCHEDULING AND SEQUENCING OF WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL SITE ISSUES WITH THE GENERAL CONTRACTOR. 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL ADJACENT WORK, MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO THEIR ACTIVITIES. THE LANDSCAPE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY THAT MAY OCCUR AS A RESULT OF THE EXECUTION OF THEIR WORK. 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE AREA, MATERIALS AND EQUIPMENT WITHIN THE LIMITS OF WORK IN A SAFE, NEAT AND ORDERLY MANNER. EXCESS MATERIALS AND DEBRIS ARE TO BE REMOVED FROM THE WORK AREA NO LESS THAN WEEKLY OR AS DIRECTED BY THE GENERAL CONTRACTOR. 9. THE LANDSCAPE CONTRACTOR MUST TAKE PRECAUTIONS TO PROTECT ALL EXISTING SITE ROADS PARKING LOTS, CURBS AND UTILITIES FROM DAMAGE. THIS APPLIES NOT ONLY TO THE AREA WITHIN THE LIMITS OF WORK BUT ALSO ALONG ANY LOCAL ACCESS ROADS. 10. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZE LOCAL PRACTICES. 11. THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES (SILT FENCE, ORANGE GEO FENCE AND/OR OTHER MEASURES) ARE INSTALLED PRIOR TO BEGINNING EXCAVATION. 12. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL PLANT MATERIALS AND THE PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER. 13. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE AGRONOMIC EVALUATION OF SOIL CHARACTERISTICS. EVALUATION MUST INCLUDE CHEMICAL ANALYSIS BY A QUALIFIED AGRICULTURAL SOILS TESTING LABORATORY (CERTIFIED IN THE STATE OF FLORIDA). SOILS SAMPLE SHOULD BE TAKEN IMMEDIATELY FOLLOWING COMPLETION OF ROUGH GRADING ACTIVITIES AND SHOULD BE COLLECTED AT A RATE ON ONE SAMPLE FOR EACH 5,000 SQUARE FEET OF IMPACTED AREA, OR A TOTAL OF SIX, WHICHEVER IS GREATER. AT A MINIMUM THE CHEMICAL ANALYSIS OF THE SOIL SHOULD CONSIDER THE FOLLOWING: A. PERCENTAGE OF ORGANIC MATTER B. SALINITY C. PH D. LIME CONTENT E. MINERAL NUTRIENTS INCLUDING CONCENTRATIONS OF NITROGEN, PHOSPHOROUS, POTASSIUM, CALCIUM, MAGNESIUM, IRON, ZINC, MANGANESE, COPPER, SULFUR, AND MOLYBDENUM. F. POTENTIAL HAZARDS OR IMPEDIMENTS FOR PLANT GROWTH INCLUDING SALINITY, SODIUM CHLORIDE, BORON, IMPAIRED SOIL STRUCTURE OR DRAINAGE. F. SAND FRACTION ANALYSIS AS A PERCENTAGE PASSING THROUGH 1', a , AND NO. 200 SIEVES H. PERCOLATION RATE IN INCHES PER HOUR. THE ANALYSIS SHOULD ALSO INCLUDE SPECIFIC RECOMMENDATIONS TO THE OWNER FOR ANY AMENDMENTS AND BACKFILL MIXES FOR OPTIMAL PLANT GROWTH TO BE MADE TO THE SOILS PRIOR TO PLANTING. THE CONTRACTOR SHOULD INCLUDE THE COST FOR SOIL AMENDMENTS. THE CONTRACTOR IS TO PROVIDE THE OWNER WITH COPIES OF ALL SOIL TESTING RESULTS. SUBMITTAL DOCUMENTATION MUST ALSO CONTAIN A GRAPHIC SITE PLAN DEPICTING LOCATIONS FROM WHICH EACH SAMPLE WAS DRAWN. 14. THE LANDSCAPE CONTRACTORS BASE BID FOR SOIL PREPARATION IS TO INCLUDE THE FOLLOWING WITH THE UNDERSTANDING THAT MIX DESIGN MAY NEED TO BE ADJUSTED BASED ON OUTCOME OF AGRONOMIC TESTING. A. TREES: 100% SITE SOIL WITH 5LB. TRIPLE SUPER PHOSPHATE PER CU. YD. B. SHRUBS: 100% SITE SOIL WITH OSMOCOTE CONTROLLER RELEASE FERTILIZER (14-14-14) PER MANUFACTURER'S RECOMMENDATION. C. THE SOILS TEST RESULTS TAKE PRECEDENCE OVER THE ITEMS NOTED IN A AND B ABOVE. 15. SHOULD OWNER AND LANDSCAPE CONTRACTOR AGREE WITH THE RECOMMENDATION OF THE TESTING AGENCY TO FURTHER AMEND THE SOILS THE CONTRACTOR'S CONTRACT WILL BE ADJUSTED ACCORDINGLY. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT SAMPLES OF AMENDED SOILS TO BE RE -TESTED TO CONFIRM COMPLIANCE WITH RECOMMENDATIONS FOLLOWING THE SAME PROCEDURES AS THE ORIGINAL TESTS. 16. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE QUANTITIES OF EACH PLANT MATERIAL REQUIRED TO ADEQUATELY COVER THE AREA SHOWN ON THE LANDSCAPE PLANS AT THE PRESCRIBED SPACING AND NOTIFYING THE OWNER IMMEDIATELY OF ANY PERCEIVED DISCREPANCIES FOR RESOLUTION. THE PLANT SPACING CONTROLS BED LAYOUT, NOT THE PLAN QUANTITY FOR THAT PARTICULAR BED. FINE GRADING NOTES 1. FINISHED GRADE IN PLANTING AREAS SHALL BE HELD 3" BELOW THE FINISHED ELEVATIONS SHOWN FOR ALL ADJACENT HARDSCAPE SURFACES. 2. ALL FILL REQUIRED SHALL BE CLEAN, WELL DRAINING SOIL. FILL SHALL BE CLEAN AND FREE OF ALL MATERIAL HARMFUL TO PLANT GROWTH AND DELETERIOUS MATERIAL SUCH AS ROCKS (LARGER THAN 2" DIA.), COMPACTED CLAY, ROADBED OR SURFACING MATERIAL, MUCK, ROOTS AND BRANCHES. ETC. 3. THE LANDSCAPE CONTRACTOR IS TO ENSURE THAT THEIR WORK DOES NOT ADVERSELY IMPACT ESTABLISHED OR PROJECTED DRAINAGE PATTERNS. INSTALLATION NOTES 1. PLANT AND LANDSCAPE MATERIALS SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1, AS GIVEN IN THE GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I & II, AS PREPARED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES. 2. A 3" THICK LAYER OF ORGANIC NON -CYPRESS MULCH SHALL BE APPLIED TO ALL LANDSCAPE AND PLANTING AREAS. 3. ALL EXOTIC VEGETATION TO BE REMOVED FROM THE SITE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 4. THIS PLAN HAS BEEN DESIGNED TO MEET WITH THE TREE PLANTING REQUIREMENTS CONTAINED WITHIN THE FPL DOCUMENT ENTITLED "PLANT THE RIGHT TREE IN THE RIGHT PLACE." 5. FOR EXISTING OR PROPOSED UTILITIES, NO TREE SHALL BE PLANTED WHERE IT COULD, AT MATURE HEIGHT, CONFLICT WITH OVERHEAD POWER LINES. LARGE TREES [ HEIGHT AT MATURITY OF MORE THAN THIRTY (30) FEET ] SHALL BE PLANTED NO CLOSER THAN A HORIZONTAL DISTANCE OF THIRTY (30) FEET FROM THE NEAREST OVERHEAD POWER LINE. MEDIUM HEIGHT TREE [ HEIGHT AT MATURITY BETWEEN TWENTY (20) AND THIRTY (30) FEET] SHALL BE OFFSET AT LEAST TWENTY (20) FEET AND SMALL TREES [HEIGHT AT MATURITY OF LESS THAN (20) FEET ] REQUIRE NO OFFSET. 6. NO TREE, SHRUBS, HEDGES OR VINES SHALL BE PLANTED WITHIN FIVE (5) FEET OF ANY EXISTING OR PROPOSED UTILITY POLE, GUY WIRE OR -PAD MOUNTED TRANSFORMER. PALMS SHOULD BE PLANTED AT A DISTANCE EL UAL TO OR GREATER THAN THE AVERAGE FRONT LENGTH PLUS TWO (2) FEET FROM POWER LINES. 7. WETLAND BUFFERS, BUFFER PROTECTION AREAS, AND UPLAND PRESERVE AREAS SHALL BE PROTECTED FROM EXCAVATION, CONSTRUCTION, AND OTHER BUILDING MAINTENANCE ACTIVITIES. 8. TREES TO REMAIN DURING CONSTRUCTION SHALL BE PROTECTED AND BARRICADED. SEE TREE PROTECTION NOTE. 9. FERTILIZER SHALL BE COMPLETE WITH APPROXIMATELY THE FOLLOWING RATIO: 3N -1P -3K (+1 MG FOR PALMS ONLY) 10. TREES AND PALMS ARE TO BE PLANTED IN ACCORDANCE TO LANDSCAPE PLAN. GOOD HORTICULTURAL PRACTICES MUST BE OBSERVED. 11. TREES AND PALMS ARE TO BE PLANTED IN THE RIGHT-OF-WAY (ROW) AT A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB AT LOCATIONS IDENTIFIED ON THE LANDSCAPE PLAN. AWARDED BIDDER SHALL STAKE AND/OR PAINT PLANTING LOCATIONS IN THE FIELD. UPON APPROVAL BY THE CUSTOMER, THESE AREAS SHALL BE SPRAYED WITH AN APPROVED HERBICIDE AND MAINTAINED WEED -FREE FOR THE DURATION OF THE PROJECT. 12. EXCAVATE PLANTING HOLES WITH VERTICAL SIDES. DO NOT DISTURB SOIL AT BOTTOM OF PLANTING HOLES. MAKE EXCAVATIONS TWICE AS WIDE AS THE ROOT BALL DIAMETER AND SLIGHTLY LESS (TWO INCHES) THAN THE DISTANCE BETWEEN THE TOP -MOST ROOT IN THE ROOT BALL AND THE BOTTOM OF THE ROOT BALL. ALTERNATIVELY, EXCAVATE THE HOLE SLIGHTLY WIDER THAN THE ROOT BALL AND PLACE THE ROOT BALL IN THE HOLE SO THE TOP -MOST ROOT IS EVEN WITH OR SLIGHTLY (2 INCHES) HIGHER THAN THE SURROUNDING LANDSCAPE GRADE. THEN, LOOSEN THE SURROUNDING SOIL OUT TO A DIAMETER EQUAL TO TWICE THE DIAMETER OF THE ROOT BALL. FINALLY, PUSH THE LOOSENED SOIL TOWARD THE ROOT BALL TO FILL THE HOLE. IF WATER FILLS THE BOTTOM OF THE PLANTING HOLE, ADD SOIL TO THE BOTTOM OF THE HOLE UNTIL THE WATER IS COVERED. PACK THIS ADDED SOIL FIRMLY. PLACE THE ROOT BALL ON THIS PACKED, SOLID SOIL, NOT IN WATER. NO PART OF THE ROOT BALL SHALL BE PLACED IN WATER. IF NECESSARY, BRING IN SOIL SIMILAR TO SITE SOIL TO COVER THE SIDES OF THE ROOT BALL, CREATING A RAISED MOUND. THE BASE OF THE MOUND (I.E. THE OUTER DIAMETER) CREATED SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE ROOT BALL. WHEN PLANTING ON A SLOPE, THE TOP -MOST MAIN ROOT IN THE ROOT BALL SHALL BE EVEN WITH THE GRADE ON THE UPHILL SIDE OF THE TREE. SITE SOIL WILL NEED TO BE ADDED ON THE DOWNHILL SIDE TO COVER THE SIDES OF THE ROOT BALL AND TO CONSTRUCT THE SOIL BERM TO HOLD WATER. THE AMOUNT OF SOIL ADDED ON THE DOWNHILL SIDE WILL DEPEND ON THE SLOPE AND SIZE OF THE ROOT BALL. 13. REMOVE ALL WOOD, PLASTIC, OR GRO-BAGS FROM THE ROOT BALL. SET PLANTS IN CENTER OF HOLES WITH THE TOP -MOST ROOT IN THE ROOT BALL AT THE SAME HEIGHT OR SLIGHTLY ( 2 INCHES) HIGHER THAN FINISHED LANDSCAPE GRADES AND PLUMB THE TREE SO THE TRUNK IS VERTICAL. BACKFILL FIELD SOIL AROUND SIDES OF ROOT MASS AND WORK EACH LAYER TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. MATERIAL MUST BE WATERED IN AS PLANTED. PROVIDE APPROXIMATELY 5 GALLONS OF WATER PER INCH OF TRUNK CALIPER TO THE ROOT BALL ONCE ALL BACKFILL IS FILLED IN AROUND THE ROOT BALL. 14. PROVIDE A 2-3" HIGH SOIL BERM AROUND THE EDGE OF ROOT BALL TO FORM A SHALLOW SAUCER TO COLLECT WATER. THE WATERING SAUCER, REGARDLESS OF HOLE SIZE, IS TO BE AT EDGE OF ROOT BALL. ALTERNATIVELY, COBRA EDGING IS TO BE INSTALLED AT THE EDGE OF THE ROOT BALL. BROADCAST OVER THE ROOT BALL AND BACKFILL SOIL, AT THE RECOMMENDED RATE, A BROAD-SPECTRUM PRE -EMERGENT HERBICIDE PRIOR TO MULCHING. APPLY A CONTROLLED -RELEASE FERTILIZER TO THE SOIL SURFACE UNDER THE MULCH AT 1LB. NITROGEN PER 1000 FT2, PRIOR TO MULCHING. NO OTHER AMENDMENTS ARE NECESSARY. ON TREES UP TO 4" CALIPER, APPLY A THREE (3) -INCH LAYER OF MULCH TO AN EIGHT (8) -FOOT DIAMETER CIRCULAR AREA AROUND THE TRUNK. ON LARGER CALIPER TREES, APPLY A TWO (2) -FOOT DIAMETER MULCH AREA FOR EACH INCH OF TRUNK CALIPER. NO MULCH SHALL BE APPLIED TO THE INNER HALF OF THE ROOT BALL SURFACE. 18. TREES AND PALMS ARE TO BE SECURED BY AWARDED BIDDER AS SHOWN IN EXHIBITS A -C. (NOTE: STAKING IS OPTIONAL FOR MORE PROTECTED LOCATIONS). 19. A REPRESENTATIVE WILL INSPECT TREES AND PALMS DURING INSTALLATION. MATERIAL THAT IS IN SHOCK OR HAS BEEN DAMAGED DURING INSTALLATION SHALL BE REPLACED BY AWARDED BIDDER WITHIN FIVE (5) WORKING DAYS FROM NOTIFICATION. 20. REMOVE FROM WORK SITE ALL EXCESS MATERIALS (E.G., SOIL, DEBRIS AND EQUIPMENT) DAILY THROUGH DURATION OF PROJECT. DAMAGES RESULTING FROM INSTALLATION SHALL BE REPAIRED BY AWARDED BIDDER. 21. PRUNING: IF THERE IS A DOUBLE LEADER IN THE TOP HALF OF THE TREE, SHORTEN ONE, BY ABOUT ONE-HALF, BACK TO A LIVE BRANCH THAT POINTS AWAY FROM THE TREE AND IS AT LEAST ONE-THIRD THE DIAMETER OF THE CUT LEADER. REMOVE BROKEN PORTIONS OF DAMAGED BRANCHES BACK TO A LIVE LATERAL BRANCH. 21. PRUNING: IF THERE ISA DOUBLE LEADER IN THE TOP HALF OF THE TREE, SHORTEN ONE, BY ABOUT ONE-HALF, BACK TO A LIVE BRANCH THAT POINTS AWAY FROM THE TREE AND IS AT LEAST ONE-THIRD THE DIAMETER OF THE CUT LEADER. REMOVE BROKEN PORTIONS OF DAMAGED BRANCHES BACK TO A LIVE LATERAL BRANCH. 22. REMOVE ALL STRING OR WIRE WRAPPED AROUND THE TRUNK. REMOVE ALL STRAPS, ROPE AND STRING USED TO LIFT THE ROOT BALL. REMOVE ALL BURLAP AND WIRE FROM THE TOP OF THE ROOT BALL. SOIL NOTES 1 OPF-SITE TOPSOIL SHALL BE NATURAL, FERTILE FRIABLE LOAM OR SANDY LOAM AS CLASSIFIED BY THE U.S. DEPARTMENT OF AGRICULTURE SOIL CLASSIFICATION SYSTEM. THE SOIL SHALL CONTAIN NOT LESS THAN 3 PERCENT OR MORE THAN 8 PERCENT BY WEIGHT OF DECAYED ORGANIC MATTER (HUMUS) AS DETERMINED BY ASTM F-1647. THE TOPSOIL SHALL BE FREE OF STONES 1 INCH (25 MILLIMETERS) OR LARGER AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. TOPSIL SHALL NOT HAVE A PH OF LESS THAN 6.0 OR GREATER THAN 7.5, AND SHALL NOT BE DELIVERED OR USED FOR PLANTING WHILE IN A FROZEN OR MUDDY CONDITION. IF ORGANIC AMENDMENTS ARE NEEDED TO OBTAIN THE SPECIFIC ORGANIC MATTER CONTENT OF THE TOPSOIL, THE ORGANIC MATTER SOURCE MAY BE A PEAT OR COMPOST MATERISAL. THE PEAT SHALL BE SPHAGNUM PEAT HAVING AN ASH CONTENT NOT EXCEEDING 15 PERCENT, AS DETERMINED BY ASTM D-2974. COMPOSTS MAY BE USED PROVIDED THAT THE MATERIAL HAS AN ASH CONTENT NOT EXCEEDING 40 PERCENT. ACCEPTANCE NOTES 1. INSPECTION TO DETERMINE ACCEPTANCE OF PLANTED AREAS WILL BE MADE BY THE CUSTOMER REPRESENTATIVE UPON AWARDED BIDDER'S REQUEST. PROVIDE NOTIFICATION A MINIMUM OF FIVE (5) WORKING DAYS BEFORE REQUESTED INSPECTION DATE. PLANTED AREAS WILL BE ACCEPTED PROVIDED ALL REQUIREMENTS, INCLUDING MAINTENANCE, HAVE BEEN SATISFIED AND PLANT MATERIALS ARE IN A HEALTHY, VIGOROUS CONDITION. 2. THE CUSTOMER REPRESENTATIVE WILL PREPARE A "PUNCH LIST" OF THOSE ITEMS, WHICH MUST BE CORRECTED BEFORE RE -INSPECTION FOR FINAL ACCEPTANCE. THE REPRESENTATIVE WILL DETERMINE AN APPROPRIATE TIME PERIOD FOR CORRECTIONS. AWARDED BIDDER MUST REQUEST RE -INSPECTION TWO (2) WORKING DAYS IN ADVANCE. Wood 2 x 4 Posts Wood 1 x 4 Stringers. Nail Wood Stringers Securely To Wood Posts. Tree Trunk * Dimension Varies Per Critical Protection Zone NOTE: For Groups Of Trees, Place Barricades Between Trees And Construction Activity. 1 x 4 Minimum Stringer 2 x 4 Minimum Posts 12' Maximum Spacing * Dimension Varies Per Critical Protection Zone ♦ ♦♦•I•117=1:-/- 1+•• ♦ ♦ ♦ ♦ ♦ ♦ ♦�♦♦♦♦:►♦♦♦+ .♦♦♦. ••••• ♦i♦i�i�►♦♦♦ ?? .♦�♦ ��i♦i�'►iii♦iI •♦♦i♦ -I'-"' - '�'� ` 2' Minimum Depth -I � I-�I I -1•:.:1: I� I -III -I � 1- T'1 I II�II I III-1Y_IISI-I�I�I�I-I�I�I�I _I1I11-111-11-IIIIII-I11 111_1111 X111 i111E111111X11iE11 111,:11' Safety - Orange Nylon Or Polypropylene Type Fence Securely Affix Fence To Stringer With Staples Or Nails 4' Minimum Height Existing Undisturbed Soil NOTES: Critical Protection Zone: The Area Surrounding A Tree Within A Circle Described By A Radius Of One Foot For Each Inch Of The Tree Trunk Diameter At 54" Above Finished Grade. For Groups 0f Trees, Place Barricades Between Trees And Construction Activity. * Tree Protection Barricades Shall Be Located To Protect A Minimum Of 75% Of The Critical Protection Zone. TREE PROTECTION BARRICADE =1111 X111=11111=11111=1 PLACE RUBBER HOSE ON TIES AT ALL POINTS OF CONTACT WITH TREE PLACE 5 FLEXIBLE TIES, OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL DISTANCE AROUND TREE ABOVE FIRST LATERAL PLACE SAFETY FLAGS ON TIES REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF APPLICABLE 3" MULCH FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE 2"x4"x24" WOOD STAKE DRIVEN 3" BELOW GRADE PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT BALL PLUS b" FOR SETTING LAYER OF COMPACTED BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER OF ROOT BALL BACKFILL AROUND ROOTBALL AS SPECIFIED PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY HIGHER THAN FINISHED GRADE PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON b" LAYER OF COMPACTED BACKFILL STAKE GUY WIRE TREE TRUNK 120* TYP. PLAN TREE PLANTING DETAIL N.T.S. FINISHED GRADED CLEAR TRUNK (GT) HEIGHT nr 11111 ' 11111 -11111=' =11111= ' =11111-11111- ' = 11111= IIIII PRUNE it TIE FRONDS TOGETHER WITH DEGRADABLE TWINE (MINIMUM 6-8 FRONDS) HURRICANE GUT PALM TREES ARE REQUIRED (UNLESS OTHERWISE NOTED) ALL SABAL PALMS TO BE BOOTED (UNLESS OTHERWISE NOTED) 5 2"x4"x18" WOOD BATTENS. DO NOT NAIL BATTENS TO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING 2 STEEL BANDS MINIMUM 3 - 2"x4" WOOD BRACES SHALL BE TOENAILED TO WOOD BATTENS 3" MULCH FORM SAUCER WITH 4"-b" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE 2"x4"x24" WOOD STAKE REMAINING 3" ABOVE GRADE BACKFILL AROUND ROOTBALL AS SPECIFIED PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY HIGHER THAN FINISHED GRADE SIZE OF ROOTBALL WILL BE IN PROPORTION TO SIZE AND TYPE OF PALM IN RELATION TO SOUND NURSERY PRATICE PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON UNDISTURBED SUBGRADE STAKE BRACE PALM TRUNK 120* TYP. PLAN PALM PLANTING DETAIL N.T.S. " PALMS WITH MARRED OR BURNED TRUNKS WILL NOT BE ACCEPTED Scale: 1" = 20' 0' 10' 20' 40' 60' North • aDESIGN STUDIO LANDSCAPE ARCHITECTURE 50 E. Ocean Blvd., Suite 101 Stuart, Florida 34994 T 772.678.7200 F 772.678.7201 www.hjadesignstudio.com LA 0000905 co LL 0 0 0 c� co 0 O 1 0 0 U � N 0 u) � Q _c 0 a) a)0 Q co 0 0 ci) O � U Copyright The following drawings are instruments of service to the Landscape Architect. They are not products of design. All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the designer, and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements, or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the designer. Job No 14000I Drawn By TT Checked By Approved By MH MH Submittal Dates 6-15-16 Revision Dates 2-1 1-11 L-2