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HomeMy WebLinkAboutBUILDING PLAN PAGE 79-93Q Q U' 7 CC N S F Y 0] Q m m m O N N v O a �A Q Q K N Y m m m M IT m O N - o EL 3 a y O L a N CL h O U W W I _ro m C / C 0 'N c 0 a iu d O Q N M M U r N I N 00 i m 0 b N b ' DIMENSIONS AND QUANTITIES p See VORIO, A.,. 5. See Be., 5 Fpl 3' PAR OvamRles • VaIUE 'I ( l 9pipe 9pantlliei VI As (0 /rn Ally D x A. B C E F G H • M N 5W CONCRETE $CAB /CvI A SODDING ISYI S/np/e D Ole Triple Oua,1 Single Double Iple Ova,. Slnple Double Tiple oll Pi e ➢ P e P Pr a P P! a P RI6 P Pipe P Pi a 0 Pi a p PI e p pills 0 Pi 6 0 PI p0 L2 IS" I-]" 1.97 IIB' 4.IU' 156 5 L$T 3A. 4,92 )2P. 9,1& IL4J' 038 O.SB 0.8, 21 29 11 30 IP'. 1'-5- 1,9]' 4>I' ]SS 6' IAVF-73 34'. 1.TS' 10.58' 1313, 1,2 0.4 0.65 -O.12 _109 1.09 12 25 38 31 $p' }_y^. 106' . 38y' 356 ] l.]3' 34 Ssb 5E9 H92' 12.33 I5.J5' 139 125 0.54__Op3 1.43 29 2B 32 35 30'. J'-3' 2.15' 4.99' _5.91'_ 1. 10' 456 a 200' 39 P%. 1041 14.53 1883 I29' 0.66 1.09 _1.11 _ 1,10 191 26 31 35 40 36y 47 51 6 :1 225' Z34'- _608 I ZI B33 955 556 656 9 I G' 224' d-' 15 34 3 0)"' RD, SS 1175 73 d5 1683 - - 1925 2197 2525 iS3 /38 OBI 097 1.38 170 195 245 __-251 3.19 29 _____34 30 37 39 43 -- 55_ -- 50- Slnpe Q%_' 69 243 133 )0)6 736 11 Z.65' SJ' 783 1458 21.33' 160a 1AY 1;3 1.114 293 3.84 32 39 41 SV 19' A Z5T 944 1; 96' B56 IT 2.83 34' E,9Y 1608 23A5 3141 1,46 111 3.44 356 4.12 34 42 91 59 8 fi )6Y---_O56 13.16 956 14 3. 00' 4.1' 900 11.5Or 2600' 3110' 1.50 1.31 Z.A, 4.1E 5.68 36 45 55 64 _60'" A, 9 2 2Zl' lFES 1439' 10.10 1E le ,9_ 9..16 To 13' _0.9Z 3]08 i-5P 1.60 -115 A.84 643 _ 56 40 Be fie TT" !0 0' 2BO 1280 _ 1560' 1116 16' _3, 33V 44 10.16' 10,18' 3C.18' 4010' 1.5% 1.89 .IO 559 J.49 40 91 61 13 8 E --- p 64T 6.33 Ol aren p f 61 ll w lee"l Pslanllar, pipe len9fes. p1040' O1010 oenrbn V IItl Ilw'5'133I' is F lZ t tl epp 19I65. lee llp. slab wal be ,eep e t ( 6 I69e ewes, 'Amp Ol Pipe: see se...pe below7Y' IS" 2 1 227 1CR 636 403 B 1,21 40 41y ]21 RPL 11 11 I.19 U57 Otl1 II5 1.44 Z3 J5 Z9 32 1%' 2 10' 236 5 12 1VB 5 3 0I ' 0 492 71 S O.SB' 134Y 1,2] 06fi 0.99 131 H. s 25 ��_ ZB 31 35 ZJ' 3d'-- 35' J 3' 253 210 _ I.161, -9Z5 9T1 1195 -". 10 903 ' 4P 550' 60B' H9Z 1C 33 12.33' -.I<.MII ISIS 1,15 OBS 110" 1.3, -l.Jy II5 Z39 2.ILL 3,G5 IB, 31 3S ---36 i6 41 - JO -- 461q 36 5.1' ZT 1131'O 14,18 1103I' 40 6.61' ILLS' 168} $1.91 1.33 13Z 31l 306 396 34 40 46 32 1511' 1303 ' 9.0 JYI125'9.15Y5.25' 1.38 1.SB IJb 391 509 JB 44 51 StlSlope q%' 6 9' 321'_ 1543' 1503 ' t _U ]83' 105E' $13}280%_LBS 3.30 4,53 6.V q IB' S6 63 5Y' -8" 339' II a9 _)8.65' ZO.BB' I].U3 ' I.O 8.92' I6.0% Z3.15 31AT IA6' 3.19 395 577 758 40 51 61 69,6U' 0'.6' 356' 1955 23. 11' 1903 '0017E02634,50 1 SO 141 4.66 - AB7 90] 4T 56 66 )5 68' 9-I 3I3' II6Y 25.35' SC03B' 4.0_ 91 18.75' P.9T 3)0% L54' 2.86 8.1.8____ y.B4_ V9___ 59 $9' 80 10-0" 391' Z368 _ 273 1303 0' 4.P IOJb' 20. 16" 30. I6 4016 tS8_ _ 334 __5.54 fi.bl _ 90J __I 13.13 52 63 _. 74 85 �- N/'-SpYuI Berelee 0 N_ie Cormis+rz T ' I -_ ., j• 9pe J ' AeveIPE 0/ RounU Cpr ' ,P 51 JOIISA _ 18 a ���. I: .:L..-_ ...-...._ _Lu_-... Cnec sl b. 3 B sh ie I = Rein ereeJ W'lh bWf 6x6 I J tYIA L y, spp. TOP -VIEW SINGLE PIPE. 11 F _ _-__ -_ _____ \ *51ePe: l:d l4ifel'; T fi Ply I., PIFP /B AIM Smalls?. / q 5 /0((s'el Lota(ian 1,1 Fpr Pipes 19' qrN Le/R8/.\\ _ I- I I �\ 3 0 $V I2 SPP P/ens. �' �C �\ I _ _ __ _ .j P A M91 ti19e __ _ �' "�_„ ^+ 1:1 WRe!' i q Plp Fell Plpe I% A e E ells,, - - - - -- - -Fd9e 0I P PZ3¢" Slap 1:1 For pipes 24' alE Larpec Cm [mre Shb Y Or. Sb� i6i[L'J -'� seil:eleee N'il WWF Bxb-111P,A Is, a' Cm"Iele P/oe' Conne[mr--y l' TOP -VIEW MULTIPLE PIPE _I ppp"' J t P 1t J »a gar 6 L L 5' Sp0 NOTE. See sbee(6 Ipr tlerolls An0 ne(es u1 npP ber Tn ER; PL HAA -I- E _ P 4.0 As F1.1 I.r l Id U6 e PlPe Cl",ea' P,•tP Fp ,P,en Ell sP[l'F --' ---"- SINGLE AND MULTIPLE ROUND CONCRETE PIPE SECTION - LhSi z DESCRIPTON: REvlsbry °^° FY 2019 20 lNli6x sxEET FDOT� CROSS DRAIN MITERED END SECTION n/m/n w .erv--- STANDARD PLANS 430-021 1 of 6 4 4 ooe 0" vremn }a Cl[a rt 5'S'C/P �u 6 b,b I e^ zw e C r-P ¢ u i C b - mn 21 I - M b6 hb Center 0( Box [eiile/ O{ Box s[x)OPIV IVIilm, sla./0nem meeuoll �'. sea,ro(Isel mcaron Ij PLAN ¢ PLAN ¢ PLAN , 5 5 C I P ],_4'C.1-P ._-_ -_ 5 9 1 e[est _ --.- -._ - 4 4 C e }_B+presasl 5$ C-1 P sd C I-P R Pre[azl A. C I P 51'i' C-I-P 3Yv" Prec:.l, R 3Y Preresl' T PIP .P e[as! r• .-d -. 38" Pre[asl II i. 1 3i" Pre[asl ............. 3Y"Pretest Grate -lot I G le--EIP6;.IX See IMPx 42 -001 E7ebI'l i Cl er S i CI: x { 5 Inefx 425-801 ^ ! NPriZ. Will FPiUr. }' cl. A, EmnP= 4zaom EI '' nor w 1' R71`21. - 44 -jl as (SPP table. 2) - y. l 3'CI, ISae Table 3) Ale#4 Bara °I.m`.:. x4 bars F b ® 12" ct,P. s I` h _ a 11 Ci's. 14 eery P L2' n1'. T u J S "a \ -As BPr5 \� A4 Ba,s Y el Oafs@ 11 Clrs. u bl II' (Lis u p C=' II" C", ¢ - liepr! Bafz) SECTION .SECTION SECTION HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 1) SCHEDULES (TABLE 2) SCHEDULES (TABLE 3) MAX. SPACING BARS AV1 TYPE C Re[ tlee MW.w. Pill S111 2'0 w 11 IP pipe 3-1 w II 12' PIPe aB b 's an IP Ill. eprerz a 2-0 WaID uST 0 DEScpIPTlbNe REVISION m 11101117 d OEPTN S<HFDULE (IAAj//fI MAX SP4(IVG BARE IW/F 06 b l0 All A6 ONI OIO 2 6 B 5 10 13 A4 OIO V 3 10)f ess 024 5i. 5 WA 1 ' SC IFOVLF DEPTH/t.f AREA MAX SPACING 8gp5 WWF 0 5 1 Al2 0 7 5 A6 020 0.20 IY V B' 5" 29 1V 6j5 9.24 SVi 5„ 10 ,A CAS 0.3J TYPE D TYPE E .",pi Maxr. ,m Vol, see: Pem 'e N , A— Pipe see: Wall. Z4 11Pe 3-O'Wnll I4 Pioe er wall - 36" "IX 4'-6- pRI! - le- Pipe FY 2019-20 rxaex sHEEr FDOT� DITCH BOTTOM INLET TYPES C, D, E AND H 425-052 ]af7 �w STANDARD PLANS E E `p 2" 2" 2" N 1�2 1/2" TYPE "E" GRATES ARE LASTED IN TWO SECTIONS W N 00 FINISHED GRADE MAXIMUM TRENCH INDRf 00 00 2 PIPE DEPTH + W x . 3 U 00 m PLACE AND COMPACT IN 8" DFTS -I to 3oi o p m Ln / 2 1/4 I 00 o0 �F rc $ PIPE O.D. + 24 IN. MAX. W1DiH 8 `> �x THE FOLLOWING SHALL BE REQUIRED i L WHERE TRENCH EXCAVATION EXCEEDS C 12' 12" w 4 FEET DEPTH, SEE LAWS OF FLORIDA. MAX. MAX. CHAPTER 90-96 m INVERT ( / 3 1. INCLUDE OSHA STANDARD 29 CFR, PLAN 1 1/2"- i'••'' SECTION 1926.650 SUBPART P. 2 1/4' 5 3/4-1 1 2 1/4' 1" �-:� �°^"r5 3/4" GRATE 1 1/2 PIPE "O.D.' 2. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE HAND PLACED LOWER QUADRANT TO BE WITH THIS LAW. SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL 3. A SEPARATE COST ITEM IDENTIFYING NOTES: - THE COST OF COMPLIANCE.. 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS 4. ATRENCH SAFETY SYSTEM SHALL - OF THE FLORIDA TRENCH SAFETY ACT. BE DESIGNED BY THE CONTRACTOR.. - 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. TYPICAL TRENCH DETAIL 1� TYPE INLET DIMENSION MAX.. SIZE R.C.P. A B C D E C 2'-0" 3'-1" 2'-e 3'-0" 11" 18"/24" E 3'-0" 4'-6" 3'-4" 4'-4" V_5" 24"/42" 1/2" NOTE: (1) FOR MORE INFORMATION SEE D.O.T. 2000 STANDARDS INDEX NO. 232 I GENERAL NOTES w 2" CL v #4 BARS v .BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4" 12 O.C. I I FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION v �' IS ENCOUNTERED AT FLOW LINE, .OMIT FLOOR AND CARRY WALLS DOWN TO SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND. iv GRATES: CAST IRON GRATES TO BE U.S.F. NO. 6212 IN ACCORDANCE FLA. D.O.T. SPECS. FOR TRAFFIC BEARING GRATES. Da ZWITH v MAINTENANCE SUMP: ALL INLETS. SHALL HAVE A 2' MAINTENANCE SUMP DEPTH MEASURED FROM THE, LOWEST INVERT TO THE BOTTOM OF. THE STRUCTURE. TYPE „C" & „E6� 12" DIA. SUMP DRAIN INLET DETAILS SECTION a 9!P ---- - --------- TT Precast '{ -- fio(Pipes _� Be rlPe sea.neAl s-_- ..i-._- e E C/P 4b 6" Pre[asl' mn C R I aF 6 PLAN C t D(e PLAN sts.lolt3.6Po1'o•- se/o net Le'l on J c_'AP I 6-0 6•q• 1 1 Gate /I Ey EI / Is, l sex 42s Lm / D y le" Willi Resl PC, eXp, IAN, 41 p U L /r 61re s .. .-.-.- -I --- .............. 1 i Gale Y� I Ey b It 5 Ineex J35-001-� H t� ll Re 1. !S 4 raeo- 5l�`1 T,. tll l - a4 Bar. l0" Cns x.l ea g r0" Cis. SECTION /sM1ort Bacv 4 " SECTION isfinn a HORIZONTAL WALL REINFORCING V HORIZONTAL WALL REINFORCING SCHEDULES. (TABLE 4) - SCHEDULE$ (TABLE 5) WAtTN L A MAX. SPACING OFP sCH60ULE D¢'/REAU l BARS WWF 5 Z C65 03I 6Y 6' 7 15 D45 053 416 1 WALL C"Tn SCHEDULE AgEA (In'/It1 MAX. SPACING. BARS RAW G-5 C35 03Z 3A J s'-l0' Oqs os3 V41 4" TYPE H (2 S 3-GRATE INLET)" TYPE H (4-GRATE INLET) Reco mimeo Maximum Pipe SIZe Re'R bee ma 1...m AV. 'see GENERAL NOTES B-P WILL 24 pipe 3'-VISA ' W 11 ZC pipe see SIMpt 3.1 L 6'-7 W I ' I &` PIP. A'-9" W ll "I 7B' Pipe 0, 2.-24" Pipe G-3-s") C( 2 30' Pipe r5"V'-}'1 LAST Q DESCRIPTION: REVISION v, FY 2D29-2G INDEX SHEET FDOT� DII'f'CH BOTTOM INLET TYPES C, D, E AND H 11I0/A7 W .wv^-- STANDARD PLANS 425-052 2 of 7 1 NOTES: _ 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. ryry P[` Know what's below. Call before you dig. 36" RCP -i VARIES 2" BANE" 10/10 WWF OR FIBERMESH 3000 PSI 2„ 1.5% TYP. 2% MAX) ( . .v' v .. •vV.•'v' '.P •'v 4w LCOMPACTED SUBGRADE - 95% MAX. DENSITY PER AASHTO T-99 BI IB „.. 1/4" 1/8" 1/2" A �r PLAN VIEW.P,. `.'. ..N v R. •.o•..,. P P 1p.. 0 .O TYPE "E" INLET - TOP EL 22.0' '� 4" jt v 1/4" R . see 1 4" R WITH STEEL GRATE _ .'v.. 'y. TOP EL: 20.50' P L: 20.50' a v. BLEEDER EL: ELM EL: 19.5 v • . 'v, , • . • v . . 19.50' - 1/2" PRE -MOLDED TYPE "A" TYPE xB„ EXPANSION JOINT _ MATERIAL TYPE "C" ` \ rxz'xz" CONCRETE SIDEWALK JOINTS / EL 18.50' 36" J FALL CULVERT (' x\-r/7 RCP OU7FALL CUI EL. 15.66 UCTURE BTM 36" RCP 11" DIA. WEEP HOLE 10"NO 4 COARSE GALVANIZED AROWIRE CLOTH FILTER FABRIC SECTION A -A. SECTION B-B CONTROL STRUCTURE CS -I DETAIL A 24" CAP TABLE OF SIDEWALK JOINTS TYPE LOCATION .A. 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 N.T.S. SIDEWALK CONSTRUCTION SIDEWALK CONSTRUCTION DETAILS EDGE OF EDGE OF PAVEMENT VARIES VARIES PAVEMENT PLAN VIEW --- TYPE "C" INLET TOP EL' 220' 1.5" ASPHALTIC CONCRETE ¢" 6" WITH STEEL GRATE - TYPE.SP-9.5 TOP EL: 20.50' TOP EL: 20.50' * COMPACTED TO A MINIMUM' 8" LIMEROCK OR CEMENTED COQUINA (LBR OF 98% OF THE MODIFIED PROCTOR (ASTM D7557, 100) SHELLROCK, PRIMED" BTM EL. 195' AASHTO T-180 MAXIMUM 3" 19.50'R EL: DRY DENSITY. ) 12" FOOT TYPE"B" STABILIZED SUBGRADE, (LBR 40) " 24" RCP TYPICAL PARKING / DRIVE AREA \ 2'x2'x2° °°"°BETE ASPHALT PAVEMENT SECTION 24" OUTFACE CULVERT '; •' \\ wT EL' 18 50' RCP OUTFALL CULVERT N.T.S. 11 1 E ELE . 16- 191" DIA. WEER HOLE NO. 4 COARSE 3,500 P.S.I. CONCRETE j GALVANIZED W� 2 9 X 2.9 WWF 4 COQUINA OR LIMEROCK BASE HARDWIRE CLOTH FILTER FABRIC " 8" THICK HEAVY DUTY BASE- COMPACTED TO 98% MAXIMUM (20• TOTAL wIDTH> : sECTION A -A SECTION B-B TRAFFIC AREA DENSITY PER AASHTO T-180 N.T.S. a ...4 4, :'en LAYER OF VISQUEEN CONTROL STRUCTURE CS-2 DETAIL 4 .' UNDER ALL r ........ ........... ....... CONCRETE AREAS 1 A DING. NO. RV409011P.Reit AP i,l 1pn D.... BAIMIRpTel M,pp.MldubitelEXHIBI l O.6w9 7 NORTH SL.LUCIE RIVER WATER CONTROL DISTRICT 36" CAP? 36" CAP HEAVY DUTY PAVEMENT SECTION SKETCH TO ACCOMPANY ,.,@ N.T.S.. TYPICAL CONNECTION DETAIL -a ,,i --► DATE: APPLICA"a' NUMBER, CANAL NO.: APPLICANT: EXHIBIT "G"12 n 20' MAINTENANCE/ T RETENTION POND 12' ACCESS AREA 36' t3' MAX 1 WSWT= 18.00 w r4 6 INVERT 12.00 N 1 STORM PIPE CS-3 INFLOW PIPE DETAIL N.T.S. -SOD- 20' DRAINAGE MAINTENANCE EASEMENT �16' 20' 20'� 72'�20'-" CONTROL EL. 19.74 LITTORAL SHELF ci LITTORAL SHELF- TOB EL. 22.0 'IA 7Q / SHWT EL. 18.0 EL. 16.0 COME REFR FIELD BK./PG. Nil - I BTMEL 6.0 u. WET RETENTION POND TYPICAL SECTION AT LOCATION WITH LITORAL ZONE N.T.S. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET e FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994. PHONE 772-464-3537 e FAX 772-464-9497 a www:ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 PLAN VIEW TYPE "He INLET WITH STEEL 3-GRATE, CONTROL EL: tE 2' 20.89 CONTROL EL: ' 19.74' 19.74'_ + L I . WSWT EL: 18.00' T OU OW CULVERT �x`ry '*� \ i 36" J (" '; _ 38" CAP CAP INFLOW CULVERT INFLOW CULVERT STRU TORE 67M` (2) 6" DIA. WEEP HOLES NO. 4 COARSE UGALVANIZED DWIRE CLOTH FILTER FABRIC ni T c SECTION A -A SECTION B-B SOD- 20' DRAINAGE MAINTENANCE EASEMENT 16'�I /kt1 LT.O.B /BERM EL. 22.0 - R E V I S 1 0 N S- TOB EL. BY DATE -SOD- 20' DRAINAGE MAINTENANCE EASEMENT �16 20' DRIVE GRASSPAVE2 20' DRIVE AS PER MANUFACTUER'S SPECS SOD CAP ' .l s.a 2'-1-20' 8" STABILIZED SUBGRADE Invisible Structures, Inc 100 LBR, COMPACTED TO 1600 Jackson Street 98% OF MAXIMUM DENSITY AS Golden, Co 80401 PER A.A.S.H.T.O, T-180 i-eoo 2323-1510 www.invlsiblestmctures.com STABILIZED ACCESS PATH N.T.S. 20' DRAINAGE MAINTENANCE EASEMENT CON7ROL8EL, 19.74 --I^20'�12' 16' ,MATC h'.EX/S/ny540p� ^CR� VIEWED FO T.O.B / BERM EL. DE COMPLIA E Te LUCIE/+COON BOCC Cq es is 387 3WET RETENTION POND TYPICAL SECTION =v A'•1 6, 7 SHWT EL. 18.0 - 13. EL. 16.0 N.T.S. STEFAN K. BY DATE DESIGNED DHL 3/9/19 CALLS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 4/l/19 PURSUIT BOATS (FORT PIERCE) AVING, GRADING, &DRAINAGE DIET HORIZ. SCA 1"=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 15 of 21 R1-1 30" x 30" (TYP.). HIGH INTENSITY REFLECTIVE FOOT STANDARD STOP SIGN STOP CROSSWALK - 1` 6' TO 12' 30" DO NW J EDGE. OF PAVEMENT 0 z HDCP NOTES SIGN 1. TOP PORTION OF FTP 25.& 26 SIDEWALK 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. 3. FTP 25 & 26 MAY BE FABRICATED ON EOP o c o 0 ONE PANEL OR TWO. j 1/2 R {.� 6 2 4. FTP 25 IS FOR AREAS WHERE SPACE IS LIMITED. k I - 1/2" t ' CONCRETE STOP m _12' TYPICAL HANDICAP ]SERIM PARKING SPACEPARKING PARKING BY BY1.5 spnss •C' DISABLED B1.5 1,DISABLED '�`• '.. `" WHITE PERMIT PERMIT 15 - ONLY ' ONLY e i B" =250 FlNE $250 FINE 60' BLUE STOP SIGN & STOP BAR DETAIL BLUE _ N.T.S. FTP 25 FTP 11 26 DURA-TRENCH AS HANDICAP &STANDARD PARKING DETAIL MANUFACTURED BY N.T.S. ERIC'SONS HEAVY DUTY GALVANIZED STEEL FRAME 574C INDUSTRIAL WAY N - DALLAS, GA 30132 WITH 3" X" CI CONCRETE ANCHORS 770-505-6575 WVWV.TRENCHDRAIN.NET _ INFO@ERIC-SONS.COM INSTALLATION BRACKETS GRATE WITH LOCKING TOGGLE 148" FOR ALIGNING AND ANCHORING TRENCH SECTIONS °.. Qa Q d'� Q Qo d a ° 4 - m. = 12" 1If -III -1 I ° e d III=I MONOLITHIC POUR REINFORCE PER III -I 14 .' ° a 11 I -I STRUCTURAL REQUIREMENTS 1111IIIIIL : ° -IIIII 11I-11 d III-1 II11111 a a ° 11111I L� I Q .SMOOTH PRECAST POLYMER III TRENCH BODY =1 I III-T=1 I M I I-1111-1 11=1 I M I I I I I I=1 1 1T=1 ICI--�I 11=1 11=1 11=1 11=1 I I I- I III-1 I I III -III -I I f-III-I I #44 INSTALLATION BARS COMPACTED EARTH. - NOTES: 1. STANDARD SLOPE IS 0.5% UNLESS OTHERWISE SPECIFIED 2. REINFORCE ACCORDING TO STRUCTURAL REQUIREMENTS - 3. TRENCH DRAIN MUST BE J' BELOW FINISHED CONCRETE GRADE TYPICAL DTPF-HDGS SQUARE TRENCH SECTION cc N Y m a M of rn 0 04 N 0 a - NOTES v 1. GRATE MATERIAL IS CAST DUCTILE IRON GRADE 65-45-12 2. GRATES ARE LOAD CLASS D, EXCEEDS HS-25 LOADING o - 3. GRATES ARE COATED BLACK y 238„ - 4 0 0 U 00 m i m c O 0 a w v o 0 0 0 0 0 0 0 0 Lr­ _,1=,_ I- ALI y I� U d M„ 14B24D1 TRENCH DRAIN r DUCTILE IRON GRATE U O N I UJ OO NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN 00 0 HEREON ARE RELATIVE TO THE NORTH AMERICAN I VERTICAL DATUM (N.A.V,D.) OF 1988. a EXISTING (!PAVEMENT MARKINGS TO REMAIN) PROPOSED IMPROVEMENTS SAWCUT TO CREATE CLEAN EDGE y _ _EXISTING PAVEMENT_ SECTION BASE MATERIAL AND JOINT OF NEW AND OLD TO BE SCARIFIED AND COMPACTED TO ENSURE COHESIVE BASE JOINT SAW CUT DETAIL N.T.S. 1 141324DI ISOMETRIC VIEW go Know what's below. Call before you dig. FIELD BK. NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18' MIN WIDTH GUIDELINE T_ 8" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION. PLANS7TAKE OFF) (MIN MANUFACTURING (6) ADAPTER (6,7) TRAFFIC LOADS; CONCRETE SLAB DIMENSIONS ARE FOR REQ. SAME AS MIN, SUMP) ANGLES GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE VARIABLE 0--360° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDINGTO TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS 1 xt L; (6" MIN. ON W -24", 10- MIN. ON 30' (4)VARIOUS TYPES OF INLET 8OUTLET ADAPTERS 4 ,, CMIN ON B"-2R' BASED ON MANUFACTURING REQ.) 4'-3G"FOR CORRUGATED HOPE 18"MIN ON 30' (ADS N-121HANCOR DUAL WALL, ADS RANCOR SINGLE WALL), N-12HIP, PVC SEWER (EX: SDR 35), PVC DWN (EX: SCH 40), PVC C80D/C905, +, CORRUGATED & RIBBED PVC WATERTIGHTJOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HOPE SHOWN) GRANULAR. MATERIAL MEETING THE REQUIREMENTS OF CLASS 8"-30' OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED. & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. 1 - 8' -30" STANDARD GRATES SHAUL BE DUCTILE IRON PER ASTM A536 GRADE 7D50-05 2 12"-30' FRAMES SHALL BE DUCTILE IRON PER ASTM M36 GRACE 7D50-05. 8' & 10' STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWNNG N0.700b11D043. 3 - DRAIN BASIN TO BECVSTOMMANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER S4"DIJE TO SHIPPING RESTRICTIONS.. SEE DRAWING N07001110.085. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNSY EBC MATERIAL 3130 VERONA AVE 4 DRAINAGE CONNECTION STUB JOWT TIGHTNESS SHALL CONFORM TO. NYLOPIAST HAS PROPRIETARY RIGHTS. THE RECEIPT ® BUFORD, GA MIS ASTM 03212 FOR CORRUGATED HOPE ADS N-12MMCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.23.06 PHN(770)932.2443 5- N 12 HP, &PVC SEWER N'-241, ADAPTERS CAN BE MOUNTEDON ANYANGLEICTO360'. TODETERMINE TRANSFER, OR LICENSE THE USE OF THE DESIGN OR NylOnlaSt FAX C70)932.2490 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT NOJNAME ✓ 2' x Pyloplastus.wm MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012, REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE6-12'-3D'STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED H EREIN, OR MANUFACTURE OF ANY DATE 12.29d1 DRAIN BASIN WITH STANDARD GRATE 7 6'&10' STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATNG. IS FORBIDDEN. EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. amp,, NIL. DWG SIZE A SCALE 1:40 SHEET 10Fi OWD NO. 1004116144 REV G �8" THICK HEAVY DUTY CONCRETE LAYER OF VISQUEEN UNDER ALL CONCRETE AREAS ",,-4" COQUINA OR LIMEROCK BASE COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 8" BRICK OR NON -REINFORCED CONCRETE OR. 6" REINFORCED CONCRETE. ^^ ONE CAGE 4'4 0 12" CTRS. BOTH WAYS IN CENTER 1/3 OF CONCRETE WALL 1 47.0' ELEV. 1 = 23.83 #4 BARS 0 9" CTRS. BOTH WAYS STORM MANHOLE N.T.S.. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE; FLORIDA 34981 151 SW FLAGLER AVENUE * STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 IF w .Ct-engxom. STATE OF FLORIDA CERTTFICATION No. LB 4286 5.3% - MATCH CONCRETE RAMP - ELEVATIONS TO EXIST. PAVEMENT ELEVATIONS THIS LOCATION. - R E V I S 1 0 N S- A RAMP H 5'x3' DETECTABLE RNING SURFACE 2 DOT 304 -3 6" WHITE STRIPE EXISTING GRADE 12" MAX LIFT & PROOF ROLLED TO 98% COMPACTED T-180 OR AS APPROVED BY HNICAL ENGINEER TYPICAL FILL PLACEMENT & COMPACTION DETAIL N.T.S. 8„ ° � 'PAVEMENT -- 1' TRANSITION in P SECTION TOP OF CURB L 2" R p BASE p SUBGRADE TYPE 'D' - CURB -- TRANSITION/TERMINATION DETAIL N.T.S. TYPE "D" CURB N.T.S. i 2" MIN., 3" MAX. 4" MIN., OLES 1 'ITCH OPTIONAL NO. 4 BARS,18" LONG 2„ (TWO PER GUARD) CAST OR RUBBED WHEEL STOP DETAIL N.T.S. O.C. BITUMINIOUS EXPANSION JOINT (TYPJ 2" MIN., 3" MAX. -10" O.C. CONTRACTION JOINT (TIP.) NOTE: CONTRACTOR SHALL PROVIDE A COMPLETE JOINTING PLAN TO BE APPROVED PRIOR TO CONSTRUCTION TYPICAL PAVEMENT JOINTING DETAIL TYPICAL CONCRETE PAVING PLAN 1) CONTRACTOR TO PROVIDE JOINTING PLAN FOR APPROVAL BY ENGINEER OF RECORD. 2) CONTRACTOR SHALL VERIFY EXPANSION JOINTS HAVE BITUMINOUS MATERIAL AND ALL CONTRACTION (SAW -CUT) JOINTS HAVE LOW MODULUS SILICONE SEALANT. 33 2.0' F.F.E. = 24.50 4,000 P.S.I. CONCRETE W/ 2.9X 2.9 WWF < ELEV. -21.34 2.00% GRATE EL. 1.50% 20.54 j SUBGRADE - COMPACTED TO 98% MAXIMUM SUMP PUMP WITH DENISTY PER AASHTO T-180 CHECK VALVE SUMP INV. = 17.16' TRUCKWELL PAVING SECTION TYPE F INLET * LIBERTY SUMP PUMP MODEL LEH102M2-2, 6' HIGH WALL I HP, 230V, 1 PHASE, 200 GPM, 53' TDH, 36"X72" FIBERGLASS BASIN, 36" BLANK COVER, GUIDE RAIL. o; 48' OF 12" WIDE TRENCH DRAIN DURATRENCH DTPF-HDGS. SQUARE TRENCH DRAIN OR APPROVED EQUAL. SEE DETAIL THIS SHEET. o GRATE ELEV. 20.54 RAMP TRUCK WELL41-1/2" C SLOPEI9.54 DRAIN N0.50% REVIEWED FOR N. 12" PVC CONNECTION. To S.INV.19.30 CODE COMPLIANCE INV. EL.=319.0 18"x18"CONCRETE SUMP ST. LUCIE COUNTY STRUCTURE. .INV. 19.00 BOCC GRATE EL.. 20.54 `NN\V1111I I I I ICY,/, 36"X72" SUMP STRUCTURE & PUMP " \�N f.ARL 41 TRUCK WELL/DOCK HIGH FACILTY TOP EL=f24.39 P.. qr , INV. EL=t18.50y\CENS�'., Ay i SUMP DISCHARGEjn N. T. S. AW WA C900 PVC ///yyy/Do. 3JjL 87223 OR HDPE PIPING O i -•. / �µSEE PLAN FOR CONTINUATION D � BY I DATE II BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKIN 1 4/1/19 40.0' PURSUIT BOATS (FORT PIERCE) PAVING, GRADING, &DRAINAGE DET DA 1 I 1Y1\ HORIZ. SCALE:N/A VERT. SCALE: N/A JOB No. 18-188 SHEET 16 of 21 0 V) rn of rn cli Lo 0 O a. a_ 0 0 00 00 0 x W V) 00 co c14 1 0 BUILD I ING-4 PAD 7 17 1 �1=j" II 22 21 F 12" HDPE ROOF DRAIN 4l PVC FM\ MATCH EXISTING GRADE 20'--- 1, 1 V- EL:— ±20.020.68_ 19' 18 0' 10' 20' 30, 40, 50' - 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 160' 170' SECTION C-C HOR. SCALE: 1"=12' 36' VERT. SCALE: 1"=2' 23 - PERIME BERM / FER__ ` OB 131' OPEN SPACE / NATURAL GROUND EL: 22.0 22'II — II L ill 01 ,,,-M G TCH EXISTING ADE ±21.0 7 2 ACRE SECTION D-D HOR. SCALE: 1"=4 VERT. SCALE: 1"=12' 70.3' 7.7' 1 1 -11 _111 III. - - III � - � L. - U , I r�l I v LI Elii-If - TLI-I.-i �4:i:�Ll - - - - . .III .III .- rLf m. _11m II' I I III- -,-,Ll N:IMI;7;7111,�7 � 1: - I'—III T;III - .III -III IIII II _'. 1 i- -- -- ;- "'LLI- III III - m:i7RQrITLUr;'L1 Tu�_, LIP-T-, Ul�,Ml T7LI,_��Llt;��L!,­T,41 II III ,i..III III III -III I : Mmi-11-i- 2::III20'— - - - _; -Z fq�pil 'Ell I- I ii III I II . .. ....I I" II III III II .... ...... 7., I �Ilj 11 11 PER "NSLWCD EXHIBIT G" SEE RETENTION WSWT EL; 71 1­111- ll-I-Ill WIF-111-w- -III-- H !I­11; 11 1 1-111 111 _111-111 11-111-111 11-111 � � �_ III = ­_ !— I -_ 1- -.-- � ---- ----- --- II 18.0 477 171[11 11 ljj:::_�: I -1 1 I =-Jill 111 'F 1 1 1 I I'- 1 18 T" IL-L LE I. -impil I f— 1: - .... ...... ...... . . . . . . . . . . . If1TIfz� LML M1 El I --M=Mtt . . . . . . . . . . Mill TT_­--T-11_`-M=I I I= FPFWCD CANAL N0.1 WSWT EL: 16.5 -INV 15.00 1 36" D^AP OUTFAL PIPE 15" 4A' NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988, Know what's below, Call before you dig. ,18E CULPEPPER & TERPENING, INC la AV CONSULTING ENGINEERS I LAND SURVEYORS 7- 2980 SOUTH 25th STREET * FORT PIERCE, FLORIDA 34981 T, 151 SW FLAGLER AVENUE * STUART, FLORIDA 34994 PHONE 772-464-3537 o FAX 772-464-9497 * w .ct-engxom STATE OF FLORIDA CERTIFICATION No LB 4286 —REVISIONS—BY DATE By DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKIM 3/31/19 APPROVED SKM 4/1 /10 YA71ri PURSUIT BOATS (FORT PIERCE) HORIZ. SCALE:1'I VERT. SCALE: VARIES JOB No. 18-11 CROSS SECTIONS IF I- I. SHEET 17 of A FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TES71NO SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHAD. CONFORM TO AWWA C-900 OR C-905, PRESSURE CUSS 150, DR 18 . WATER MAINS WHERE SPECIFIED AS POLYETHYLENE PE) SHALL CONFORM TO AWWA C-901 OR C-906 S AN D CODE DESIGN47ION PEJ408 PIPE CUSS 200 DIM NSION RATIO DR 17 FOR DIRECT BURY, (OR) 'II FOR DIRECTIONAL BORING, AND (OR) 9 FOR 2 INCH AND SMALLER PIPELINES. 3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI/AWWA C151/A21.51 AND SHALL BE PRESSURE CLASS 250 MINIMUM. 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR WITH BLUE STRIPES. THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING ON THE PIPE. ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE AND IHHN WIRE. 5. FITTINGS SHALL BE DUCTILE IRON CONFORMING TO ANSI/AWWA C-110/A21.10• CUSS 250 MIN.. CEMENT LINED AND FACTORY COATED B. GATE VALVES SHALL BE MUELLER RESIUENT SEAT. KENNDY KEN -SELL. AMERICAN OR APPROVED EQUAL. VALVES SHALL CONFORM 70 AWWA C-509. 7. WATER LINES SHALT. BE B4CKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY. COUNTY. FOOT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. & NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MODE WITHOUT PRIOR APPROVAL OF THE FPUA ENGINEER AND CITY/COUMY/FDOT ENGINEER. 9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FOOT ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 10. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/ COUNTY/FOOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11. MkFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER. 12. MINIMUM COVER SHWA BE 36 INCHES EXCEPT AS APPROVED BY THE U77UIIES ENGINEER AND CRY/ COUNTYIFDOT ENGINEER. PIPES WIN COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON OR IN PIC CASING "TJ-D15TURBm-ARFAS3FALL BE RES 0REV IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY -'- REQUIREMENTS. 14. EXISTING UTILITIES AND DRAINAGE SHALL BE HELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY THE CONTRACTOR. 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENWRONMEMAL PROTECTION AND AWWA C-651 FOR DISINFECTION. 10'-0' 10'-0" DUCTILE IRON PIPE SEE SELO AS NECESSARY NO i I o 0 PLEASE REFER TO FORT PIERCE UTILTIES STANDARD SEPARATION STATEMENT FOR WATER / SEWER CONFLICTS. UTILITY CROSSING DETAIL N.T.S. 4�4� PIF UTILITY CROSSING DETAIL M-5 i M : ER R NL E Fyy fI. FYRCE IBBHIIFS M/Ox1PolY )T 4BB-LBWJ191B (MADAM BY: 5 FT R M 60U A MPROVEC: A1iL sxECT JLL M10 I OF 1 FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES CONTINUED 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINFANING DUSTING UTILITIES AND DRAINAGE 17. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDINI 16. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND SLEEVE 19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MULTI STRANDED WIRE BLUE IN COLOR AND AWN IN TAPE WITH •WATER' MARKED ON TAPE PERMANENRY ATTACHED TO THE TOP OF THE ALTER MAN /N ACCORDANCE WITH THE FORT PIERCE U71lJTE3 AUTHORITY SPECIFICATIONS. 20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM G47E VALVES, AS SHOWN, FOR TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LANE. CONTRACTOR SMALL PUCE A BRASS PLUG IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS. 21. MECHANICAL RESTRAINTS TO BE USED ON ALL nMNGS AND PLACED IN ACCORDANCE WITH MANUFACTURER'S OR ENGINEER'S RECOMMENDATIONS (WHICHEVER IS MORE STRINGENT) AND FPUA REQUIREMENTS. 22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 160 PSI, TESTING METHODS SHALL CONFORM TO AWWA C-600. - 2 HR MINIMUM TEST SQ(PI I/2 L. 148,000 L- LEAKAGE IN GPH S- LENGTH OF PIPE IN FEET D- PIPE DIAMETER IN INCHES P- TESTING PRESSURE IN PSI 2J. PRIOR TO AM TESTING, ALL MAINS 6' IN DA. AND LARGER SHALL HAVE A SWAB PASSED THRU THE ENTIRE LENGTH OF THE LINE. NOTE.• SWAB SHOULD BE PLACED IN 1st. JOINT OF NEW LINE. END OF MAIN SHOULD BE 'TURNED UP' AT 45X AND EXTENDED SO THAT SWABBING AND A FULL BORE FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED, 24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SHAD. BE A41WTAINED BETWEEN THE WATER AWN AND ANY WASTEWATER UNM 6 INCHES MINIMUM VERTICAL SEPARATION IF WATER AWN IS OVER WASTEWATER AND 12 INCHES IF WATER MAIN IS UNDER SHALL BE MAINTAINED BETWEEN THE WATER M41N AND AM WASTWATER LINES. THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SH4LL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER MAN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGH7S OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER ANN WITHIN 20 FELT OF THE CROSSING MUST BE MECHANICALLY RESMUNED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF VERTICAL CLEARANCE BETWEEN PIPES SMALL BE CONSTRUCTED OF DIP AT THE CROSSING AND SHAL BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING. 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. INSTALL R.P.M. BESIDE 5 1/4- WEIGHTED VALVE LETTERING "WATER' OR SEWER' ON COVER BOX VD & O E.O.P. CONC. PAD 24" SQUARE R1ER/UNIPART /12T-147515f0 x 4' THICK IN UNPAVED MEALS W/RETE RCED MESH CONCRETE MESH FINISHED GRADE Q Z VALVE OPERATOR SMALL ADJUSTABLE �_ BE NO LONGER THAN VALVE BOX & RISER 24' EXTENSION (IF NECESSARY) GATE VALVE THHN MAGNETIC WIRF BINCHAM &TAILOR INSTALL R.P.M. 8' PAST 5 1- HEAVY DUTY THE VALVE BOX WITH VALVE UD W/4" THE TRAFFIC FLOW MECHANICAL /J�OwINT SKIRT RESTRAINTS (1YP) 4905-L4 TYLER/UNION PART /12T-147510 SEE NOTE /2 TRACE WIRE - _-.'=:L,IA. pvc - CONDLNT II . II ail NOTES: 1. BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER VALVES AND GREEN RPM FOR WASTEWATER VALVES= -_- PAVEMENT EDGE R.P.M. THf 2. FOR WATER AND WASTEWATER VALVES INSTALLED IN PAVED F 5 Y: WE7GHTED PAD OI PAD O AREAS, ELIMINATE CONCRETE PAD AND ENCASE THE MAGNETIC VALVE BOX UD & O WIRE IN 1/2' PLC INSIDE 774E VALVE BOX SEVEN INCHES E.O.P. BELOW GRADE VAIVE MARKER INFO, J. DIP MAY BE USED AS RISERS ONLY /F A VALVE BOX IS NOT SIZE TYPE OF VALVE MANUFACTURED FOR THAT DEPTH. NO PVC RISERS U1RJfY TYPE SHALL BE USED IN AM CIRCUMSTANCES I OF TURNS TYPICAL GATE VALVE & VALVE N.T.S. BOX DETAIL i 1) ALL ELEVATIONS AND BENCHMARKS SHOWN ° HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF.1988. Know what's below. Call before you dig. I FILE REF I FIELD BK./PG. 1 FORT PIERCE UT/LITIFc eUn4na/ry WASTEWATER CONSTRUCTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. Z GRAVTTY SEWER MAIN SHALL BE POLYWNYL CHLORIDE SDR-26, GREEN OR WHITE IN COLOR, GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH SEWER' MARKED ON TAPE AND SHALL CONFORM TO AS7M D-3034. 3. THE 94NHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SMALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- MENTS SMALL/. NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 5. A IT MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LA TERALS 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISaING OF PIPE SIZES, LOCATION OF SERVICE TEE AYES FALL MA HO SERVICES, LOCATION OF ANY Fi A770N FINAL RIM AND INVERT TEAS CON TR ALL MANHOLES AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. 7. MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER AWNS AS A MINIMUM. 8. WASTEWATER FORCE MAINS WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTANED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING, AND THE WATER MAN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY COUNTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/Cltt/COUNTY/FDOT ENGINEER, 11. TRAFFIC CONTROL, BARRICADES ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 11. CONTRACTOR SH4U NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO COMAIMENCING CONSTRUCTION. 13. WASTEWATER FORCE MAN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, AND SHALL BE CUSS 150. DR-18, 14 WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR. 15. FITTINGS SHWA BE DUCTILE IRON, CONFORMING TO ANSI/AWWA C-110/A21.10 CLASS 250 MIN. AND INTERIOR EPDXY COATED. 16. WASTEWATER FORCE MAN SHALL BE MARKED BY THE USE OF.CON77N000S 10 GAUGE THHN WIRE (GREEN MV COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR TAPE MARKED SEWER' ON TAPE IN ACCORDANCE WITH FPUA SPECIFlOAZIONS. 77. MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE PRIOR APPROVAL OF THE UTILITES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. 18. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR B4LL AS MANUFACTURED BY 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER. 20. THE CONTRACTOR SMALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS. 1 SUPPORTS END VIE SIGMA TRAFFIC TYPE METER BOX MB ?T I• VIE WITH UO FINISHED OXAaE R.P.M. � -\ 2' CORPORATION VALVE FORD MODEL OR APPROVED EQLL TAP 2" PIPE INTO HIGH POINT OF MAIN SERVICE SADDLE STAINLESS STEEL OR BRONZE DOUBLE STOW' 2' NIPPLE AND CAP V2' LOCKABLE CURB STOP FORD OR APPROVED EQUAL. 4' CONCRETE SLAB 3000 PSI WITH bit 6' WIRE MESH ON COMPACTED SOIL. 2" POLY TUBE UNDER PAVEMENT OUTSIDE PAVEMENT MANUAL AIR RELEASE VALVE N.T.S. NOTE.• I. BLUE RPM FOR WATER AIR RELEASE GREEN RPM FOR WASTEWATER AIR RELEASE. 2. CONCRETE SLAB TO BE 3000 PSI WITH 6" X 6' WIRE MESH. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE I STUART, FLORIDA 34994 NIONE 772-464-35371 FAX 772-464-9497 • w .ct-eng.com STATE OF FLORIDA CERTIFICATION No. IB 4286 STANDARD SEPARATION STATEMENT FOR WATER / SEWER CONFLICTS 1. SANITARY SEWER, FORCE MANS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VEMTCAL DISTANCE OF 6 INCHES PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE AND AT LEAST 12 INCHES OF SEPARATION WHEN THE WATER MAIN IS BELOW. WHERE SANITARY SEWER, FORCE MAINS STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 6 INCHES VERTICAL SEPARATION BOTH THE SEWER AND WATER MAN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) ) CENTERED ON THE CROSSING. DIP IS NOT REQUIRED FOR STORM SEWERS. SUFFICIENT LENGTHS DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION10 OF 70 FEET BETWEEN TWO JOINTS. ALL JOINTS ON THE THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). AT SUCH CROSSINGS PIPES SHALT. BE ARRANGED SO THAT ALL WATER MAN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS STORM SEWERS STURMWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART 91 OF CHAPTER 62-610, FA.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART I11 OF CHAPTER 82-610. F.A.C. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 6 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. 2. A MINIMUM 3-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN AMID_ TYPE OF STORM SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM J-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MANIANED BETWEEN VACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 6-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAIMANED BETWEEN GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER AWNS AND GRAVITY -TYPE SANITARY SEWERS SMALL BE REDUCED TO 3 FOOT WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOCI HORIZONTAL SEPARATION, THE WATER MAN MUST BE LAD IN A SEPARATE TRENCH OR ON A 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 6 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). J. ALL DIP SHALL BE PRESSURE CLASS 250 MIN., ADEQUATE PROTECTIVE MEASURES AG41NST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER. TYLER/UNION PART FINISH GRADE 412r-147510 A. CONTINUOUS /10ATHHNMULTI STRANTRACE WIRHALF HITCH EACH SIDE BEHIND EACH BELL FINISH GRADE METERS TO E BY FP.U.f /10 771HN MULTI STRAND CONDUCTOR COPPER TRACE WIRE - BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE TAPS HALF HITCH AT ALL SERVICE TAPS & EACH END OF ALL FITTINGS NOTES: I) TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER AND SHOWN IN STANDARD DETAILS. 2) INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. TRACE WIRE (HTS) I - REVISIONS - I BY I DATE 0IED DE MAXIMUM TRENCH WIDTH 2 x PIPE DEPTH + W - PUCE AND COMPACT PER SPECIflCATION o O42 W a PIPE O.D. +24 IN. �; $ g MAX WIDTH S �i :<. MAN. MAX. INVERT 1/2 PIPE "O.D.- HAND PLACED SELECT MATERIAL LOWER OUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL NOTES: I) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFER' ACT. 2) INITIAL SACKFILL SHALL BE HAND PLACED TO 12- ABOVE THE PIPE. B4CKFlLL SHWA BE MECHANICALLY TAMPED TO A MINIMUM OF 1001I OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T--99. 2W2 I W `2a b Z� 2� R 0 Y O v, o F 4 0 2 I� NOTES: 1. WHERE DIRECTIONAL DRILLING LENGTHS EXCEED 750 LINEAR FEET AND/OR HOPE PIPE DIAMETER EXCEEDI2 INCHES, A SECOND LENGTH OF TRACE WIRE SHALL BE INSTALLED. 2. TRACE WIRE SHALL CONFORM TO THE FOLLOWING SPECIFICATION: MANUFACTURER - COPPERHEAD INDUSTRIES LLC PART NUMBER - 12459-ENS-500 / 1245B-EHS-1000 / 1245B-EHS-2500 PART NUMBER DESCRIPTION - 12 (AWG), 45 (JACKET MIL), B (JACKET COLOR: B-BLUE, G-GREEN, ETC.) - ENS 0XIRA HIGH STRENGTH -HARD DRAWN / I150/ BREAKING LOAD STRENGTH) - 500 (WIRE LENGTH IN FEET) �SiS PIF n� DIRECTIONAL BORE M-16 R 1 Y Wq p q$iEWq RR 5 NCIN RIN I LORPUICR /L IIfnC£� AI/INOMY LII IIJ N. bq SIAEEE ORgMN BY.' N.).5. N.T.S. A. FiGKg1 ,HOIB (PM bB-IOW A gPPROY£0: MIE: SHEA 2f110 3 CR P BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 4/1/19 FINISH GRACE SEE NOTE NO, 5 12 WrIIA. S4CKFILL X. HAUNCHINC BE001 FOUNDATION (MAY NCT BE REQUIRED) BACKFILLING REQUIREMENTS N.T.S. NOTES: 1) IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. 2) BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3) H4UNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGUNE OF THE PIPE. MATERIAL SHALL BE CONSOUDA7ED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 4) INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12' ABOVE THE TOP OF PIPE. THE SOIL SHALL BE COMPACTED TO ZOOS MAX. DENS17K(AASHTO T-99) 5) B4CKFXL SHALL BE COMPACTED TO FOOT[ OF MAX. DENSITY AS PER AASHM T-99• TO A POINT 30' BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE. THE FINAL 30" OF 64CKFILL SHALL BE COMPACTED TO 98X OF MAX DENSITY AS PER AASHTO T-180. 6) DENSITY TEST SHWA BE PERFORMED AT AREAS DETERMINED BY THE UTILITIES ENGINEER OR PERMIT AGENCY HAWNG JURISDICTION, AT THE CONTRACTORS EXPENSE. 7) CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE AND LOGY. TRENCH SAFETY REGULATIONS. REVIEWED FOR CODE COMPLIANCE ST• LUCIE COUNTY BOCC PURSUIT BOATS (FORT PIERCE) UTILITY DETAILS I I I I I IIIIJ VLARL /1,9 AIo : �� N 7 •'N TES a.E. 3$�O A% /W HORIZ. SCALE: i'=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 18 of 21 I GENERAL POLICY WHERE COST JUSTIFIED AND OPERATIONALLY FEASIBLE IT IS THE GENERAL POLICY OF THE FRUA TO PROVIDE WATER, ELECTRIC, SEWER AND GAS SERVICE FROM THE STREET SIDE OF A PIECE OF PROPERTY. DEPENDING ON FACTORS SUCH AS LOCATION OF EXISTING SUPPLY SOURCE FACILITIES, REAR OR SIDE LOT LINE SUPPLY MAY BE AUTHORIZED, BUT ONLY WITH PRIOR APPROVAL FROM THE F.RUA. NO 1. THE PREFERRED POINT OF CONNECTION TO THE F.P.UA. WATER METER, AREA �. SHALL BE LOCATED IN THE CORNER OF THE PROPERTY SELECTED BY THE FP.U.A. AS THE BEST LOCATION FOR THE WATER METER. EVERY EFFORT WILL BE MADE TO SELECT THE CORNER WHERE TWO WATER SERVICES AND METERS CAN BE CONNECTED. 2. IF PHYSICAL BARRIERS OR OTHER OBSTACLES PREVENT THE CONNECTION OF THE BUILDING SERVICE LINE TO THE F.P.UA WATER SERVICE WITHIN AREA CD THE F.P,UA. ENGINEERING DEPARTMENT MAY AUTHORIZE THE CONNECTION ALONG THE PORTION OF THE A/W LINE MARKED AREA ® , OR ALONG THE PROPERTY LINES MARKED AREA.. (1). J. HORIZONTAL SEPARATION OF WATER AND WASTEWATER SERVICES SHOULD BE A MINIMUM -OF 6 FEET ANDPREFERABLY10 FEET 4. ALL METERS SHALL BE INSTALLED IN AN UNRESTRICTED AREA FOLLOWING EASE OF ACCESS AND PROVIDING ADEQUATE PROTECTION. 5. THE F.P.UA. SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE WATER LATERAL WITHIN THE EASEMENT OR RIGHT-OF-WAY, UP TO THE POINT OF CONNECTION.. WATER METER PLACEMENT (N.TS.) gyW� PLUG (SEE NOTE 1) PLUG MAIN OR LATERAL WYE qq S SEE NOTE2 SEE NOTE SEE N07E 2 NO IL TYPE WASTEWATER LOCATOR BY 3M CORP. OR APPROVED EQUAL. 2) MINIMUM SLOPE OF 1/8' PER FOOT, USE GREATER SLOPE WHERE POSSIBLE. 3) SERVICE LATERAL SHALL TERMINATE WITH A CLEANOUI: 4) INSTALL CLEANOUT AT THE PROPERTY LINE. REFER TO DETAIL S-1 FOR SPECIFIC PROPERTY LAYOUT. SERVICE CONNECTION (TUTS.) .QR PIA„ SERVICE CONNECTION �� `�� WASILWATER 'AIM RENSIQV: BM A I EO: LDAPIpER !L SEWER OEFIN YW60}. DRAWN Btl N Y NES.LS. A APPROVED: [M2 51 JLC 2010 S-2 LZ?MW SMMTER/1 R. R�E CTI A R. Rt1KE. RG NOTES, 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.)' OF 1988. 24"X24' SQUARE PAD X 4' THICK CONCRETE COLLAR W UNPAVED AREAS W/RE/NFORCED CONCRETE MESH 6". PVC-900 PIPE 24x24" SQUARE PAD X 8" THICK CONCRETE COLLAR W/ 4 /4 REBAR J" FROM EDGE OF PAD `6" MJ GAZE VALVE ANCHOR TEE NON -RISING STEM VARIES 4 1/2" PUMPER NOZZLE. APPROVED TRAFFIC TYPE HYDRANT FACING ACCESSPROVED 5 1/4" OR 6' VALVE OPENING HR/WOSE AND ZL 2 T/2' HOSE NOZZLES GROUND OR PAVEMENT Y4" NEOPRENE RUBBER SURFACE AROUND HYDRANT O BLUE R.P.M. SET BURY LINE TO FINISHED GRADE VALVE BOX (SEE DETAIL) RESILIENT SEAT 6" GATE VALVE 10 n NON -RISING STEM n UNDISTURBED 6" C-900 P.V.C. PIP °' SOIL UNDLSTU BED a. 1 CY OF PEA ROCK (MIN) SOIL 6" MJ ANCHOR TEE NOTES: 1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE. 7. ENTIRE ASSEMBLY TO BE MECHANICALLY RESTRAINED. Z. HYDRANT SHALL BE PAINTED CARNIVAL RED 8. BLUE LOCATOR SHALL BE PLACED IN CENTER OF TRAVEL FROM FACTORY. LANE CLOSEST TO HYDRANT. J. HEEL TO REST /N UNDISTURBED SOIL 9. ALL HYDRANT VALVE BOX COVERS SHALL BE PANTED 4. THE ONLY HYDRANTS ACCEPTABLE ARE: CARNIVAL RED. KENNEDY GUARDIAN; MUELLER CENTURION, 10. LOCATE WIRE SHALL TERMINATE AT HYDRANT & AMERICAN AVK, CLOW OR APPROVED EQUAL. ISOLATION VALVE 5, HYDRANT ASSEMBLY MUST BE RESTRAINED 11. HYDRANTS SHALL BE NO MORE THAN FIFTEEN FEET TO TEE. (15 FT) FROM THE CURB OF ROADWAYS OR FROM THE 6. ALL FITTINGS SHALL BE MECHANICAL JOINT. EDGE OF PAVEMENT. CLEARANCES OF SEVEN AND ONE HALF FEET (7FF-61N.) IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANTS, WITH FOUR FOOT (4 FT.) CLEARANCE TO THE REAR OF HYDRANTS SHALL BE MAINTAINED. .TYPICAL FIRE HYDRANT ASSEMBLY (AL T.S.) RIGHT OF WAY LINE 6" X 4" DOUBLE CLEANOUT WYE BRANCH �TEE-WYE SEWER M41N DOUBLE LATERAL SERVICE CONNECTION AT PROPERTY LINE RIGHT OF WAY LINE 1 PLUG -WYE -�j TEE IT CLEANOUT� - SEWER MAIN SINGLE SERVICE LATERAL CONNECTION ® ^ BALL TYPE WASTEWATER LOCATOR INSTALLED ABOVE THIS POINT BALL BY JM CORP. OR APPROVED EQUAL SERVICE LATERAL SHALL TERMINATE WITH A CLEANOUT SERVICE CONNECTION (NT.S.) ��T PIF SERVICE CONNECTION S-3 M2� F Btt WA R W U77L F S AUTHOR DRAWN en �scue F7. PIERCE UTILITIES AUTHORITY N.LS A PPRO ED: D E SHEE JLC Zp10 1 OF i 810 Know what's below. Call before you dig. FILE REF FIELD BK./PG. /2" 1 2 P.V.C. SCH: BO CAP W/ 3/4' 2 12- OR APPROVED EQUAL 3/4` AVC. SCH. 40 OR COPPER UO 1 FIRE HYDRANT &ILL VALVE o 1 N PROPOSED FINISHED---,I. INISHED I GRADE Oj BACTERIOLOGICAL SAMPLING POINT ® FIRE HYDRANT (N.TS) 2 N 4" TEMPORARY MARKER (PAINTED BLUE) FINISHED GRADE FORS CURB STOP I" POLYETHYLENE c SERVICE LINE E CORPORATION STOP FORD FIfO2 OR APPROVED EQUAL STAINLESS STEEL DOUBLE STRAP SERVICE S40DLE WITH IRT. .BACTERIOLOGICAL SAMPLING POINT ® WATER MAIN (N. T.S.) NOTE: AFTER TESTING REMOVE 1' P.E. LINE AND CAP WITH BRASS PLUG AT CORPORATION STOP. 45' MIN r ROMAC SEALTITE" OR INSERTA-TEE WASTEWATER PIPE SADDLE OR APPROVED EQUAL _ NOTE•• 1) INSERTA-TEE IS NOT TO BE USED DURING NEW CONSTRUCTION. WASTEWATER PIPE SADDLE (N.F..S.) �oSy� PIES WASTEWAGTS ER DLE SERVICE AIL S_5 A EN IpV; BY. APPO: IGNED: LOMPURR Fl SEWE4 OWL DRAWN Btt SCAfE JJM 'm.` S APPROVED: MTE SHftT JLC 3010 WATER ASIOIAMP GIS ENGINEERING FT I','ERCE UIINllES ANHJMTY 113 N. 2A4 STREET R. P amm J484&. (T1] 4E6-IB00 1 OF 1 CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 ■ w .ct-eng,com STATE OF FLORIDA CERTIFICATION N. 1.114286 ,. 24- 30" 1 SIGMA TRAFFIC TYPE METER BOX MB-391 (24 1/4 x 13 5/8) BLUE R.P.M. WIRE NUT-� 4- , FINISHED GRADE rP 2" LOCKABLE CURB STOP 2" 90' BENDS 2' POLYETHYLENE TUBING SECTION NO MJ TAP CAP 1. CAP SHALL BE RESTRAINED PER MANUFACTURER'S RECOMMENDATIONS AND FiP.UA.. REQUIREMENTS Z BLUE RPM FOR SLOWOFF ASSEMBLY J. CONCRETE SLAB TO BE 3000 PSI WITH 6' X 6" WIRE MESH. MANUAL BLOWOFF ASSEMBLY (N.T.S) THREE PHASE DUPLEX GRINDER SYSTEM WET WELL & VALVE BOX PROFILE VIEW BASIN COVER WRONGED, LOCKABLEACCESS DOOR, 1/4" ALUM. FLOOR PLATEWI VENT CPLG. 2' PVC VENT 40"X5P'FIBERGLASS REINFORCED W/S.S. SUG VALVE VAULT WITH HINGED SCREEN S.S. TOP RAIL SUPPORT (BOLTS ALUMINUM ACCESS DOOR TO COVER FRAME) $,S. FASTENERS 2" /7 2" 1 2. 1 23.25' / I 1 I t 1 a. n N --BY OTHERS BY OTHERS- SEE CHART BELOW SEE NOTES L TEE TEE b 2 ro a RANGED TO PLAIN END SPOO4(TYP.) STRAINER PLAN OS&Y GATE VALVE UNI-FLAN LVE WATER METER 9090' BEND FINISHED GRADE 2"29" BELOW PADAPPROVED SACKFLOW GRADEPREVENTER ASSEMBLY Y� NEOPRENADJUSTABLE STANDS 12"MIN. AROUND STAPR 18 MAX. PROFILE STAND PIPE PIPE NOTES: 1. LANDSCAPING /S REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN 36' AROUND METER TO ALLOW MAINTENANCE WITHOUT DAMAGE TO PLANTS ETC. 2. CONTRACTOR TO INSTALL APPROPRIATE SIZED SPOOL PIECES TO FIT BETWEEN 90' BENDS UNTIL METERS ARE APPROVED FOR INSTALLATION. ALL SPOOL PIECES SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE IN ACCORDANCE WITH THE CHART BELOW. J. PRIOR TO POURING CONCRETE PAD, VERIFY THAT THE STANDPIPES ARE PLUMB, TRUE AND ARE INSTALLED AT THE WE ELEVATION IN THE PRESENCE OF THE FPU4 INSPECTOR. 4. ALL CONCRETE SHALL HAVE FIBERGLASS MESH. REINFORCEMENT WITH Ax REBAR 3- FROM THE OUTER PERIMETER.. WATER METER/BACKFLOW PREVENTER ASSEMBLY COMMERCIAL WATER METER SERVICES (METER SIZE > r) Pi WATER METER/BACKFLOW PREVENTER W_9 DOMESRC SERVICE (METER bIZE E J7 11%R BY: APPO: WAi£R IAS R EI GINEERING L DRAWN Btt C9 . FT. FIERCE URLIRES AUTHORIY SUE A .BIE9: imm. SHEL JLC 2D10 1 OF 1 1 - -- - I - / 3D" PLUG VALVE HATCIJ (3)2"ELECTRICAL SAFETY PRESSURE 4B' CONDUITS (TO DEVICE GAUG CONTROL PANEL) 1/4- S S. ^ LIFTING CHAIN FITTIN CHECK ALVE (ADAPTA FLE%) GASKET VARIES INFLOW ADJUSTABLE 1) "SCH 80 PVC' PIPESTABLE HIGH WATER ALARM GASKET UPPORT LAG PUMP ON DISCHARGE PIPING PVC SCH. 80 LEAD PUMP ON 316 S.S. GUIDE RAIL PUMPOFF UMP (CENTRIFUGAL) P PUMP BASE ELBOW SEE NOTE *4 . 'A 6-MIN '1 �5"MIN If� NOTES: 1. THE DESIGN SPECIFICATIONS FOR THE WET WELL, PUMPS, CONTROL ELEVATIONS AND VALVE VAULT SHALL BE AS SPECIFIED BY THE ENGINEER-OF.RECORD(EOR), IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS, 2. ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL BE SCH SO, FLANGED PVC. 3. FOR SHALL VERIFY AND SUBMIT BUOYANCY CALCULATIONS FOR THE ANTI -FLOTATION SLAB. THE WET WELL AND VALVE VAULT BASE SHALL BE PROVIDED WITH SUITABLE SUPPORT DURING INSTALLATION TO ENSURE COMPLETE ENCAPSULATION OF CONCRETE FOR ANTI -FLOTATION, 4. EXCAVATION, DEWATERING, BACKFILL AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS. DENSITY TESTS SHALL BE PERFORMED AND SUBMITTED AS REQUIRED, 5. ALL PUMPS ARE TO BE CENTRIFUGAL AND AN ELAPSED TIME METER (ETM) IS TO BE INSTALLED MA 4X STAINLESS STEEL FUSED DISCONNECT SERVICE METER DISCONNECT HANDLE SHOT Oa BE LOCATEDAS SHOWN FEEDERS .& CONDUIT RIGIDGALVANIZED CONDUIT AROUND SIDE OF PEDESTAL 1 %B IN L" CONDUIT TO PC 80 PVC "I'- PROVIDE CONCRETE i PEDESTAL WI p4 lL O6)&E W. (SEARI2" I (SEE NOTE k5) }' X IP COPPER GROUND --------� ROD REAR VIEW SIDE VIEW NOTES: i. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF F. 2. A SACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER DETAIL PS-06. 3.' SEALED WITH CHICO COMPOUND. 4. THE PEDESTAL, CONTROL PANEL AND RELATED COMPONENTS SHALL NOT BE PAINTED.. \\ 5. THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY THE EOR. DUPLEX GRINDER SYSTEM CONTROL PANEL PEDESTAL DETAIL - REVISIONS - BY DATE SIZE SERVICE - LENGTH J COMPOUND 83 INCHES 4 COMPOUND 95 INCHES 6 .'COMPOUND f06 INCHES FLNCED m PLAIN END SPOOL WIN UNI-FIANCE 90- FLANGE/ FLANGE ELBOW FINISHED GRADE 2' BELOW PA0 GRADE RES/LENT SPOOL SEAT GATE VALVE (VALVE BOX __ NOT SHOWN I PRESSURE GAUGE (0 OQPSII W/ CHECK VALVE DWPHRAM AND A Y4"BALL WITH OUTSIDE SPRING B LEVER VALVE 045'MOLE \ FROM WET WELL FROM WET WELL 'I HOSE IECTION-/ LL BE 3" M VE WITH 2"OPERATI L SCH 80 PVC ELBOW(TYR) PLAN VIEW 115 , j ■ 111111.ImFl ��� 0� 'IIMYUAIA' 4ANUFACTURER""_ FLYG_T WETWELL DIAMETER- 4• _ JODELNUM¢ERl' TSSEBTi AT_ IMPELLER NUMBER" 25B- HP•• RPM IOLTS`•5SL(L_ 3PHASE WH€RTZ )PERATING CONDITIONS; '• 54 GPM AT"1B_TDH ""NL%EFFICIENCY >IZED FOR MINIMUM PUMP CYCLE TIME OF 12 MINUTES AND A MAXIMUM OF 6 PUMP STARTS PER HOUR, NORKING DEPTH••1'34 FT, WORKING VOLUME •)25•9GAL5. THREE PHASE DUPLEX GRINDER SYSTEM WET WELL & VALVE BOX PLAN VIEW BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 4/1/19 LENGTHEN .OS&Y G47E VALVE I- 90' FLANGE/ / FLANGE ELBOW :> PREVENTER 11 T� D.I. SECTION 'A -A.. -T SERVICE r," NEOPRENE RUBBER PIPE - AROUND STANDPIPE (TYPJ -� 14. MIN. NOTES: 1. LANDSCAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE 2. ASSEMBLY TO BE 29' FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' BEND. J. PRIOR TO POURING THE CONCRETE PAD, VERIFY THAT THE STANDPIPES ARE PLUMB, TRUE AND INSTALLED AT THE SAME ELEVAT/ONSIN THE PRESENCE OF AN FPUA INSPECTOR. 4. ALL CONCRETE SHALL HAVE FIBERGLASS MESH .REINFORCEMENT WITH ;/4 REBAR J" FROM THE OUTER PERIMETER. SIZESERVICE LENGTH 4 DOUBLE DETECTOR 53 INCHES 6 DOUBLE DETECTOR 62 INCHES 8 DOUBLE DETECTOR 69 INCHES 10 DOUBLE DETECTOR 76 INCHES BACKFLOW PREVENTER ASSEMBLY-4"-10" FIRE SERVICE (N.TS.) I_ 3.00' _I I R/1 GREEN R.P.M. FINISHED GR-DE. 3M B-LL 18" M-RKER 2RVC B-LL %CHECK V-LVE - 1' COUPLING _2" POLYETHYLENE TUBING Pim 1 _ ___...... - SECTION NOTES: 1, FORCE M-IN CONNECTION SH-LL CONSIST OF - 2' T-PP/NC S-DOLE 2' ST-INLESS STEEL NIPPLE -NO 2" THRE-DED RESILIENT SE-T G-TE V-LVE 2. GREEN 10 C-LACE THHN WIRE SH-LL BE-TT-CHED TO THE SERVICE LINE. 3. WHERE SERVICES UNDER P-VEMENT -RE REQUIRED, THE POLYETHYLENE TUBING SH-EL BE INST-LIED WITHIN SCHEDULE 40 PVC C-SING PIPE. 4. MINIMUM COVER /N UNP-VED -RE-S SH-LL BE 30; IN P-VED -RE-S OR PL-TUNED RO-OW-YS OR SW-LES MIN. COVER SH-LL BE 38. GRINDER ST-TION CONNECTION j'- 6 �� nn u1E'w FEY15YgJ: .PP : W-TER W-Si -i£ NCIN 1 GEscNEO: c Ff. PIERCE UTILITIES-UTHOftITY PL-N REVIEWED FOR it �a 71 1 gpIIr- n■'ri�r■77,P FI O, TrYhi/'°, f °` YOCC Pa yCARC MgAXiX�� � _. 4®cewse ry G9 : o 387 3 K. MATTHE ORIDP.„�.� PURSUIT BOATS (FORT PIERCE) UTILITY DETAILS DA :l8 QRVih9A HORIZ. SCALE: 1"=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 19 of 21 Project Name and location information: Pursuit Boats - Ft. Pierce Facility Expansion Phase 1, 3901 St. Lucie Blvd., Ft Pierce, Florida 34982 Describe the nature of the construction activity: Expansion of the Boat Manufacturing Facility Describe the intended sequence of major soil disturbing • 0-2 days, site prep and installation of stabilized activities: construction entrance; 3-6 days, install perimeter sediment controls; • 7-10 days, clearing/grubbing over all areas except those that are designated as buffers/conservation easements; construction of perimeter Swale and berm. — — - - • 11.25 days; site grading; • 25-60 days, install pipe networks • 61-90 days, final stabilization of site. Total area of the site: 111 Acres Total area of the site to be disturbed: Phase 1a: 32.9 Acres 'Total Project: 68.3 Acres Existing data describing the soil or quality of any Existing soil types are as follows: stormwater discharge from the site: • 21, Soil Group A/D, 72.7% of Property. • 30, Soil Group A, 7.7% of Propety. • 2, Soil Group C/D, 5.7% of Property. • 5, Soil Group A, 5 2541 of Propety. • 51, Soil Group C/D, 5.2% of Property. • 29, Soil Group A, 2.81)-o of Propety. • 50, Soil Group C/D, 0.4% of Property. Estimate the drainage area size for each discharge 68.3 Acres Dint: Outfatl to FPFWCD Canal No. 1 Latitude and longitude of site: N 270 28' 49" W 800 21' 36" 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 (with toe of fence trenched 4 inches deep and 4 inches wide and backfilled and compacted), shall be installed around the perimeter of the site. A stablized rock entrance road (that is 50ft long with a 6 inch depth of FDOT #1 stone and lined with geotextile fabric) shall be constructed to minimize the effects of truck traffic and sedimentation tracking 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 latex 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). NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. n 15, Know what's below. Call before you dig. 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 Iecommended 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 All construction materials and debris will be debris, chemicals, litter, and sanitary wastes: 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 Off site vehicle tracking of sediments and dust entrances/exits: generation will be minimized via a rock construction entrance, street sweeping and the use 'ofwater to keep dust down. The proper application rates of all fertilizers, Florida -friendly fertilizers and pesticides will be herbicides and pesticides used at the construction used at a minimum and in accordance with the site: manufacturer's suggested application rates. No fertilizers and pesticides will be stored on site. The storage, application, generation and All paints and other chemicals will be stored in a locked migration of all toxic substances: covered shed. Other: Port-o-lets will be placed away from storm sewer systems; storm mlet(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 Avill allow for the discharge of polluted runoff. A small -vegetated berm shall be placed around the washdowm 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. Is Maintain all other areas of the site with proper controls as necessary. Inspections: Describe the inspection on and inspection pxoced 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 r greater attached form). sto o great (see h 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 TV.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, if required and permitted, 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: III 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." FII F REF I FIELD BK./PG.I CULPEPPER St TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 a wDDw.Ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 STATE OF FLORIDA EROSION & SEDIMENT CONTROL- DESIGNER & REVIEWER MANUAL FABRIC MATERIAL WHEN FABRIC IS INSTALLED IN A TRENCH WIN COMPACTED SPACING OF POSTS ARE SOIL, ANCHORS CAN BE 5- TO S-FT. APART ATTACHED TO REDUCE THE POTENTIAL OF -BLOWOUTS" (NOT NEEDED IF "SUCING- METHOD IS USED) BACKFILL TRENCH STEEL OR WOOD POST INSTALLED .AFTER COMPACTION __.t OF "SUCE" FABRIC MATERIAL MUST BE SECURELY FASTENED TO THE POSTS OR (IF USED) TO THE RUNOFF WIRE MESH WOOD OR STEEL POST B- T712-1N. INSTALLED BEFORE COMPACTING SACKDLL MATERIAL \ / f COMPACTED BACKFILL MATERIAL SLICING METHOD ATTACHING TWO SILT FENCES RUNOFF WHEN TRENCHINGIS USED PLACE THE END POST OF ONE FENCE INSIDE 12-N THE ENO POST OF THE (MINIMUM) OMER FENCE I ROTATE BOTH POSTS AT LEAST ISO DEGREES IN A — CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC FABRIC MATERIAL MUST BE PLACED IN A S-IN. MATERIAL X 6-IN. TRENCH WITH A "L- SHAPE .BEFORE DIRECTION OF RUNOFF WATER BACKFILLING AND COMPACTING THE SOIL. ♦ i DRAT BOTH POT SS THE MINIrO0 BURYTHE TRENCHING METHOD Q C Taal SILT FENCE BARRIER — INSTALLATION TIN] Cure V-40: Illustration of a Silt Fence Barrier Nb ssm h0—byH,droDynemles lneeRumtNm Ruryund rermduw lWA derail V-7 STATE OF FLORIDA EROSION & SEDIMENT CONTROL- DESIGNER & REVIEWER MANUAL FI OATA't10N POCKET--.� VERTICAL SEAMS BETWEEN � FLOATATION LLEMLNIS-1,v -" l FLOATATION `OVER—-- GALVANIZED CABLE END/TOE PLATE— GCCTCJIt,C MILIP I ABr'1(, SF IkT UM MOFI.FIL VcNT (TO.CAI ) CPUMME IS ////// --STITCHING � j 1 NOTES .. RIRDIDNY BARRIERS ARE NO 10 BE INSTALLED WHERL FLOWS WIIL CAUSE EXIENSIVE. MOVEMENT OF THE. FABRIC ^,AI VANIZEO CHAIN SKIRT HALLASI L FLUATATION SIZE DETERMINED BY SKIRT DEPTH/$11E VARIAOIES. 3.: BEFORE TU1140 THE TURBIDITY BARRIER AWAY FROM A. CONSTRUCTION SITE, ACCUMULATED SEDIMENTS BEHIND TURRIOITY RARRIrR -., FABRIC SKIRT MAY HAVE TO BE REMOVED AS DIRECTED BY THE. ENGINEER OR CPFSC. SLC MEN T DEEN wA RS W W W W C Si U 'a A W W W w W W W W i y ✓i W TURBIDITY BARRIER Figure V-6: Illustration of a Turbidity Barrier Curtain Pc iw1,givenbyliydmDyun Tnw wdtocpvndrermduce Nis MNll — REVISI DNS — BY DATE V-15 BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 4/1/19 �nUER CLOTH 2- TO 4-1N. ROCK STATE OF FLORIDA EROSION & SEDIMENT CONTROL - DESIGNER & REVIEWER MANUAL I 6-IN.. MINIMUM SIDE VIEW EXISTING GROUND ' (NTS) I _30-FT. MINIMUM— WMAN 2-'TO 4-I11. ROCK PLAN VIEW (NTS) SECTION A —A (NTS) SOIL TRACKING PREVENTION DEVICE Figure V-14: Illustration of a Soil Tracking Prevention Device remission is given by Hydrouynamics In VcMed w coryaml reFroduu INis&WI V-31 S I A'I'L OF FLORIDA EROSION & SLUINIENT CON I'ROL-DESIGNER& HUVILW Eli MANUAL a. NCRFT. RL61Cry9 LACID MWNO YNE +RFA DR. 1-I4, D[AN i R ROC, r�F I IrriB>f NL] LFHVER SCREEN ANHo ANoTO "It T,, CONIX1ErE 9 (XW I 3 E r t n iµ v' cif . GRArE r OE SCRUIN HAMNG G.tl-IW OPEIiINGS 'HAT r IS SECWED TD METAL StA41S rF .IF SCREEN HAWNC 0.6-M. nreMN r PLAN VIEW PLACID AROUND rIC =*1W' C GLOCKS PI AN VIF tw ' a,E1AL ':AKEWARE 'TNGH CCNZNER ROCKS STACKED ONE `l) OR FIND (2) Kv HIGN i5`EH To PRrZ1£ 1_ , T f IAOMACNi OT R„CK !'r pVERRO l \ M11 :U41' UI •- 5FFFA6E SECTION A —A I SECTION B—B TIICSE BARRIERS SI'IOULD BE INSTALLED ONLY WHERE "Sl11JP- CONDITIONS EXIST IN ORDER TO MINIMIZE DIVERSION OF RUNOFF WATERS ONTO DOWNSTRFAM S RUPTURES. - Z. NCCK EARHIEHS AROUNU I•CNCkE(E 3LJCKS CAN UL INSFALLED UN PAVEVEHT UR BABE GBCUNO. 0 •2s,. �(,)r,K !EA.RRIERS FOE, AR -.A DRAINS Figure W46: Illustration of Rock Barriers around Area Drains r.,mlen:n In Smm by xydninywmlw L,mmm�mJ leanly wduMm1A : th,, Olin V-19 REVIEWED FOR CODE COMPLIANCE BTR LUCIE COUNTY BOCC 4V EN A00 � 'FN y ' o. 3872/3 AN K. MA PURSUIT BOATS (FORT PIERCE) SWPP DETAILS DA11E:i§A4Jh9AT HORIZ. SCALE: 1"=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 2 0 of 21 1. GENERAL A. Mobilization: Mobilization shall meet the requirements of FOOT ' Section 101. This work shall include, but is not limited to, operations necessary for the movement of personnel, equipment, supplies, and incidentals to the projectsite, 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 an and. all work related to the final cleanup. P 1 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 FOOT 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 FOOT 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 on the lots 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. There shall be absolutely no clearing and grubbing or placement or removal of material from within the area designated as "Preserve Area". B. Rough Grade: The Contractor shall grade the rights —of —way and lots to meet the requirements of FOOT 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 FOOT 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 FOOT Sections 570, 575, and 981 and shall be placed in all disturbed areas not otherwise addressed in plans provided by the owner. 3. DRAINAGE IMPROVEMENT Materials, trench excavation, pipe laying and backfilling operations for drainage improvements shall meet the requirements of FDOT Sections 125 and 430. Pipe shallbe laid In true alignment in a pipe trench with an adequate. supporting value and "bedded' to the detail shown in the plans and FOOT 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 III of ASTM C-76, Wall Thickness "B", Latest Revision, as modified by FOOT Section 941. Gaskets for pipe joints shall be round rubber gaskets and shall meet the requirements of FOOT Section 942. B. Corrugated Metal Pipe: Corrugated metal pipe shall meet the requirements of FOOT section 945, and shall be constructed as shown on the plans. C. Type "E" & "H" Inlet Top and Grate: Precast concrete catch basins shall meet the requirements of ASTM C-478 and 64T FDOT Section 425. Catch basins shall be Class I concrete and shall be constructed to the detail as shown on the plans. Valley gutter grates shall meet the requirements of ASTM A-123. D. Storm Manhole: Storm manholes shall meet the requirements of ASTM C-478 and 64T FOOT Section 425. Storm manholes shall be Class I concrete and shall be constructed to the detail as shown on the plans. NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. Know what's below. Call before you dig. 4. PAVING IMPROVEMENTS All paved areas shall meet the requirements of AASHTO Specifications and FOOT, 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. Asphaltic Concrete: Asphaltic concrete materials and construction methods shall meet the requirements of FOOT Sections 300 320 330and 334 and shall be as shown in the typical sections. Prime Coats shall meet the requirements of FOOT 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. Basel 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. 5ubgradei 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. 1' Header Curb: Concrete V header curb shall meet the requirements of FOOT Section 520 and shall be constructed to the typical section as shown on the plans. E. Type "D" Curb: Concrete type "D" curb shall meet the requirements of FOOT 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 FOOT Section 522 and shall be constructed to the typical section shown on the plans. G. Traffic Striping: Traffic stripes shall meet the requirements of FOOT Section 711, and shall be as shown in the plans. 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. �FIIvF RFF I FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET e FORT PIERCE, FLORIDA 34981, 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.cotn STATE OF FLORIDA CERTIFICATION No. LB 4286 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 assumeno liability for damages sustained or Y Y 9 cost incurred because of the Contractors.. 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 a reproducible mycir copy and three (3) bluellne copies of a certified survey. The bluellne 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 Florida Department of Environmental Protection. 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 some 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, orby 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 (NAVO). 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 Contact Telephone Numbers FPUA WATER & SEWER James Carnes (772) 466-1600 FPUA ELECTRIC Paul Laguerre (772) 466-1600 FRUA GAS Jason Mittler (772) 466-1600 Comcast Cable Anthony Springsteel (772) 692-9010 AT&T Peggy Bowman (772) 460-4451 Hometown Cable` Tony Petrone (772) 345-1000 GENERAL NOTES 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"?,IyED FOR 3. The location of existing utilities shown is approximate only and must be field verified by the Contractor prior o beginning Work, OMPLIANCE 4. These plans shall not be used for construction unless they are marked "Approved for Construction" in the titl block. "CIE COUNTY 5. Contractor to obtain and review all permits prior to starting construction 6. Drawing scale may change due to reproduction BOCC 7. Maintenance of traffic must be in conformance with FOOT Specifications. 8. All nuisance exotic vegetation on —site must be removed in conjunction with site development. 9. Drawing scale may change due to reproduction. \``\11111 P# yCRRL ���t'. 1'tGENSF •. Ay . �N 0 3 723 k STEFAN K. MATTHES, P; ., 87Z3 — REVISIONS — BY DATE BY DATE DESIGNED OHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED I SKM 4/1/19 PURSUIT BOATS (FORT PIERCE) SPECIFICATIONS DATE: //rlr2,{19111 HORIZ. SCALE: 1"=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 21 of 21 OE « .._____--«_____- « « « — _ —- -s -. _ ______--__—_ _._________ ________________—_______________________ o c a� _.�at - vat- w _ u - rx _ _ _ ,u c+t- nmo- as- - w— ws- vns- cum 'a NATIVE BUFFER TO REMAIN "a NATIVE BUFFER TO REMAIN LL , Q2 o U Q2 25 KIR Y O• --- -- -- -- — — — i =_ __ ___ _ _ B5 %i" � BS KR 2 Eff �o F C= . i Q 1 r g / 20 NATIVE BUFFER TO REMAIN .4. . . . . I LL . e .ALL ® 1 4,1 i UU--JJ LL--JJ v . 7.1 �LL . . v 1 'I v: r e Y' a Z. PHASE 1 LANDSCAPE BOUNDARY FAWN, 911111111 a. o, i PLANT 501EDULE TREES BOTANICAL NAME / COMMON NAME CONT DBH 51ZE OTY AF Acacia farne5iana / Sweet Acacia Field Grown 3" DBH 155 Bur5era 5imaruba /Gumbo Limbo 45 gal 3" DBH 1 2' HT z 5' 5pr 9 CS Cordia 5ebe5tena / Orange Geiger Field Grown, 13C3 3" DBH 1 2` - 14' Ht 4 KF Krugiodendron ferreum / Black Ironwood Field Grown, B*B 3" DBH 1 2' - 1 4' Ht 3 5TD QV Quercu5 virg mana / Live Oak 45 gal 3" DBH 12-1 5' H 5 5P 5abal palmetto / Cabbage Palm E, $ B 1 4' Ht 3 REVIEWED FOR 50D Argentine Bahia Landscape Contractor shall veriWCOMPLIANCE ST. LIUCIE COUNTY BOCC PLANNING + LANDSCAPE ARCHITECTURE 100 AVENUE A SUITE 2E FORT PIERCE, FL,ORIDA 34950 R E V I S 1 O N S— BY DATE BY DATE CORRECTED PLANT QUANTITIES (.BS & SP) DMH 7/21/19 DRAWN CHECKED . .. APPROVED PURSUIT BOATS FACILITY EXPANSION LANDSCAPE PLAN /PHASE 1 PERMIT SET DATE: 07-18-19 HORIZ. VERT. SCALE:1"=100' SCALE: N\A JOB No. SHEET 1 of 2 GENERAL LANDSCAPE NOTES • THE WORK CONSISTS OF THE PROVISION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE LANDSCAPE PLANS, SPECIFICATIONS AND AS HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT MATERIALS SPECIFIED, THE FURNISHING OF ALL LABOR, EQUIPMENT, WATER, ELECTRICITY, EQUIPMENT AND ALL MATERIALS CALLED FOR AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION. FURTHER, THE WORK SHALL INCLUDE MAINTAINING OF ALL PLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER AND FULFILLING ALL GUARANTEE PROVISIONS. 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. • ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH HIS WORK. • ALL ON -SITE EXISTING CONDITIONS INCLUDING SURFACE AND " SUBSURFACE UTILITIES GRADES, DIMENSIONS AND SOIL CONDITIONS SHALL BE VERIFIED BY THE LANDSCAPE CONTRACTOR BEFORE CONSTRUCTION BEGINS: THE LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL PLANS PREPARED BY OTHERS THAT AFFECT THE LANDSCAPE AND IRRIGATION WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES, EQUIPMENT, FURNISHINGS AND EXISTING PLANTING AREAS TO REMAIN INCLUDING LAWN. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY THAT MAY OCCUR AS A RESULT OF NEGLIGENCE IN THE EXECUTION OF THE CONTRACTOR'S WORK. • THE CONTRACTOR SHALL INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE 'ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT THEIR WORK DOES NOT IMPACT ESTABLISHED OR PROJECTED - DRAINAGE PATTERNS.' • PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE SPECIFIED PLANT MATERIALS AND MAKE ARRANGEMENTS WITH THE LANDSCAPE ARCHITECT TO REVIEW AND MUTUALLY FIELD TAG AGREED UPON PLANT MATERIALS AT LEAST 2 WEEKS PRIOR TO PROCUREMENT AND DELIVERY TO THE JOB SITE, REPRESENTATIVE THE LANDSCAPE ARCHITECT MAY ALLOW SAMPLES OF SHRUBS AND GROUNDCOVER TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR IN LIEU OF FIELD VISITS. ALL PLANT MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS FOR FLORIDA NO. 1 QUALITY IN ACCORDANCE WITH THE GRADES AND STANDARDS FOR NURSERY PLANTS PUBLISHED BY THE STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE, CURRENT EDITION. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. ALL CONTAINER AND TREE CALIPER SIZES ARE MINIMUM. CONTAINER OR CALIPER SIZE MAY BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED. • THE LANDSCAPE CONTRACTOR SHALL PROVIDE ANY SPECIFIED B&B TREES FROM A 'ROOTS -PLUS' NURSERY SOURCE. CONTACT 'ROOTS PLUS' GROWERS ASSOCIATION AT (800) 837-4011 FOR NAMES OF NURSERIES. ALL OTHER TREES TO BE CONTAINER GROWN OR AS SPECIFIED. • ALL PLANT MATERIAL 'SHALL BE SUBJECT TO APPROVAL AT THE JOB SITE BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, WHEN DELIVERED PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE LANDSCAPE CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. THE LANDSCAPE CONTRACTOR SHALL REMOVE REJECTED PLANTS AND MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS. NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. IF SPECIFIED PLANT MATERIALS ARE NOT AVAILABLE, IDENTIFY THE EXTENT AND QUANTITY IN WRITING TOGETHER WITH A RECOMMENDED SUBSTITUTION THAT MEETS OR EXCEEDS THE INITIAL REQUIREMENT. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. • THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON -SITE ARE ACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE- IN PLANT BEDS AND PLANTERS. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION, AND PROCUREMENT OF EXISTING ON -SITE SOIL SAMPLES WITH THE LANDSCAPE ARCHITECT, REPRESENTATIVE SAMPLES SHALL BE SUBMITTED TO A CERTIFIED TESTING LABORATORY FOR ANALYSIS, THE FINDINGS, TOGETHER WITH RECOMMENDATIONS FOR AMENDING THE SOILS SHALL BE REVIEWED AND APPROVED BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO DELIVERY AND INSTALLATION OF PLANT MATERIALS AT THE JOB. • THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE' VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH HARDPAN AND COMPACTED FILL SHALL BE ACCOMPLISHED TO INSURE DRAINAGE. ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES OR IRRIGATION FLAGS TO LOCATE THE EDGES OF ALL SHRUB AND GROUNDCOVER PLANT BEDS AND INDIVIDUAL TREES AND PALMS. THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT` BED' OUTLINES AND INDIVIDUAL TREES AND OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO DELIVERY AND INSTALLATION OF THE PLANT MATERIAL. IF EXISTING CONDITIONS DO NOT ALLOW THE DESIGN TO BE LAYED OUT AS SHOWN, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. • ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF; PLANTING BEDS. PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING.. IF TREES ARE LOCATED OUTSIDE PLANTING BEDS IN SOD AREAS, MAINTAIN A MINIMUM 3' WIDE OFFSET TO ALLOW FOR MOWERS TO MANEUVER. • THE PLANT QUANTITIES SHOWED ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR, THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SOD WORK IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GRASS SOD IN THE AREAS SHOWN ON THE PLAN IN SUFFICIENT QUANTITY TO PROVIDE FULL COVERAGE. ADDITIONAL SOD REQUIRED WILL BE ADJUSTED BASED ON A SQUARE FOOTAGE UNIT PRICE. AREAS TO BE SODDED SHALL BE AMENDED PER SOILS REPORT TO PROVIDE REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND 7.0: 120' GENERAL LANDSCAPE NOTES (CONT.) • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS, SPACED AS SPECIFIED ON THE PLANT LIST. WHEN INSTALLING SHRUBS IN PLANTING BEDS, SPACING OF MATERIAL SHALL TAKE PRECEDENCE OVER QUANTITY OF MATERIALS INDICATED FOR PLANTING AREAS. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF SUCH SITUATIONS ARISE. SHRUB AND GROUNDCOVER SPACING IS GENERALLY INDICATED ON THE PLANT LIST FOR ALL 'MASS PLANTINGS'. ACCENT SHRUBS AND TREES THAT ARE NOT PART OF MASS PLANTINGS SHALL BE SPACED AS SHOWN ON THE PLANS. • THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALL INSTALLED PLANT MATERIALS AND REPLACING ANY DAMAGED PLANT MATERIAL, WITH PLANTS OF EQUAL KIND, SIZE AND CONDITION AT NO ADDITIONAL COST TO THE OWNER. NO CHAINS OR CABLES SHALL BE USED WHEN INSTALLING PLANT MATERIALS: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT PLANTS AND TREES FROM FALLING OR BEING BLOWN OVER, AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO INADEQUATE GUYING OR STAKING, AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL REMOVE ALL STAKING MATERIALS THE END OF THE WARRANTY PERIOD AND DISPOSE OFFSITE. ALL PLANTING BEDS SHALL BE TOP -DRESSED WITH A 3" LAYER OF MULCH AS. SPECIFIED. ALL TREES SHALL HAVE A 3" THICK MULCH RING PLACED AROUND THE BASE OF THE TRUNK. THE LANDSCAPE SCOPE OF WORK INCLUDES MULCHING AS AN INTEGRAL PART THE PROJECT AND NOT AS A SEPARATE COST OR WORKS ITEM. • ALL PLANT MATERIALS SHALL RECEIVE ADEQUATE WATERING BY THE LANDSCAPE CONTRACTOR AS REQUIRED UNTIL THE LANDSCAPE IRRIGATION SYSTEM IS FULLY OPERATIONAL AND UNTIL FINAL. ACCEPTANCE BY OWNER.' • ALL EXISTING PLANT BEDS TO REMAIN WITHIN THE CONSTRUCTION LIMIT LINE SHALL BE LEFT UNDISTURBED. EXISTING TREES TO REMAIN, AS NOTED ON THE DRAWINGS, SHALL BE LEFT UNDISTURBED AND PROTECTED BY WOODEN BARRICADES ERECTED AT THE PERIMETER OF THE TREE DRIP LINE (S). NO VEHICLE SHALL TRAVERSE THIS AREA NOR SHALL ANY STORAGE OF MATERIALS OR EQUIPMENT BE PERMITTED WITHIN THE AREA OF THE TREE DRIPLINE(S). ANY EXISTING PLANT BEDS OR TREES DAMAGED BY CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE RESPONSIBLE PARTY AT THEIR OWN EXPENSE • NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS, PUBLIC RIGHT OF WAY (WITHOUT RIGHT OF WAY UTILIZATION PERMIT) NOR ANY PLANTS LOCATED WITHIN FOUR FEET (4') OF ANY SWALE CENTERLINE IDENTIFIED ON THE DRAWINGS. FIELD ADJUST AS NECESSARY AND REVIEW ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EFFECTIVE TRAFFIC CONTROL AND REMOVAL OF ALL DEBRIS AND EXCAVATED BACKFILL OFF -SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER. SEE LANDSCAPE SPECIFICATIONS FOR FURTHER REQUIREMENTS. BRACE NOTES: TREE 1. SEE PLANS AND SPECS. FOR PALMS WITH BOOTS TO REMAIN ON TRUNK, STAKE 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. CONTRACTOR- SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. PALM TREE PLUMB IN PLANTING PIT. INE AND TIE FRONDS WITH HEMP TWINE REMOVE ANY )KEN OR DAMAGED BRANCHES. LAYERS OF BURLAP TO PROTECT TRUNK AS SPECIFIED, GALV. STEEL BANDS TO SECURE BATTENS AS SPECIFIED. R 2" X 6" X 12" P.T. WOOD BATTENS AS SPECIFIED. 2" x 4" x 8' P.T. WOOD BRACES' AS SPECIFIED. CUT TO WOOD BATTENS AND STAKES. DRILL OR NAIL TO STAKES BATTENS, DO NOT NAIL BATTENS TO TRUNK. OVE BURLAP FROM UPPER 1/3 OF ROOTBALL CH LAYER AS SPECIFIED. 'ORY SOIL BERM TO HOLD WATER. 1" X 3' ,LONG P.T. WOOD ANCHOR STAKES AS IFIED: ')H GRADE. �N COARSE SAND BACKFILL AS SPECIFIED. STURBED SUBGRADE: ROOTBALL ON UNDISTURBED SUBGRADE. IVI I IN. 120' 120° ' PLAN NTS NOTES 1. CONTRACTOR TO ASSURE PERCOLATION IN TREE PITS. 2. TOP OF ROOTBALL SHALL BE 3" ABOVE FINISH GRADE. -SET TREE PLUMB IN PLANTING PIT. -PROTECT TREE TRUNK WITH BLACK RUBBER OR PLASTIC FRICTION GUARDS. -GUYING WIRE AS SPECIFIED. -WHITE SURVEYORS TAPE ON GUY WIRES ABOVE &.BELOW HAND TENSIONERS TYR -HAND TENSIONER AS SPECIFIED. REMOVE TOP 1/3'BURLAP AND WIRE CAGE FROM ROOTBALL MULCH LAYER AS .SPECIFIED. TEMPORARY, SOIL BERM TO HOLD: WATER. ANCHOR STAKE AS SPECIFIED. FINISH GRADE. B&B OR CONTAINERIZED ROOTBALL. SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS, PLANTING SOIL AS SPECIFIED, UNDISTURBED SUBGRADE. SET ROOTBALL ON UNDISTURBED SUBGRADE COMPUTER FIELD BK./PG. BUGGY FILE REF. - R E V I S 1 O N S- BY DATE BY DATE PLANNING 4 LANDSCAPE ARCHITECTURE "' - .. .... ...... .. .. ............ .. . DRAWN CHECKED . ... ..... APPROVED .. ..... .. 100 AVENUE A SUITE 2E ... .. ....... .... • .. ..... FORT PIERCE, FLORIDA 34950 ... .......... 120 PLAN NITS 120` 12Q° NOTES 1. TOP OF ROOTBALL SHALL BE 3" ABOVE FINISH .GRADE AFTER SETTING, 2. CONTRACTOR TO ASSURE PERCOLATION IN TREE PIT, SET TREE PLUMB IN PLANTING PIT GUYING WIRE AS SPECIFIED THREE-2"X2"X8' P,T WOOD STAKES AS SPECIFIED. REMOVE TOP .1/3OF BURLAP & WIRE CAGE FROM ROOTBALL. MULCH LAYER AS SPECIFIED. TEMPORY SOIL BERM TO HOLD WATER, FINISH GRADE, CONTAINERIZED ROOTBALL OR B&B. SEE SPECIFICATIONS FOR. ROOT BALL REQUIREMENTS. PLANTING SOIL AS SPECIFIED. SET ROOTBALL ON UNDISTRUBED SUBGRADE UNDISTURBED SUBGRADE. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTy s®cc PURSUIT BOATS FACILITY EXPANSION LANDSCAPE NOTES AND DETAILS PERMIT SET r DATE: 07-18-19 HORIZ. VERT. 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LR... __ . __..-.. ... — R E V I S 1 0 N S— BY DATE BY DATE DRAWN LWS 6-19-19 .. .... ... CHECKED GB APPROVED GB sod 732 v /m I i —5TU50UT THE MAIN WITH A 2 112' GAITE AND 8 CONTROL WIRES FOR F ORE USE. I I I I I I I I I MATCHLINE PURSUIT BOATS FACILITY EXPANSION IRRIGATION PLAN FOR r DATE: 06-19-19 HORIZ. SCALE:1"=100' VERT. SCALE: N\A JOB No. s� SHEET 1 of J WE ii �I,I�I�f�1�1■■� --- —____'--____--'_—_—_--_—__—'—_____—_�'_—__�'—_—_�'___—•----�---- —_ D I /4, D D �CP D D D D 11 D D D D D D 3/4, A A�' 3/4' b 4' 4 2' sod 1 L47 F D D F SLEEVES F F r F IF F , I P D ' �—T—T .� �� F 41­— F --.- F F I 2 SLEEVE � F F 2' SLEEVE 4' 4 2' 2' SLEEVE 2' 5LEEVE 2 SLEEVE 3/4, 2 SLEEVE .ZONE N�w 3/4' 3/4' 3/4' SLEEVES 3/3/4'II F�i,FF F F i$ 1 1 P _ o.� — — - - - I D �/ F "•. �_�..k. it 1 D �—,.� �--` -:,., ,...� �.__:� \ A I o --� -- .�.3/4'—Q"---p"---p�---'p�--D—� D_ �',• D D D D D D D Z M M M M M M I IQ' .. I I --- — --�----�----�-- --�----�----�— D —=te---•-e---�° --- •'P ---� 3/4" I' I I/4' --� —__• ---" --- ---_ -- I I/ , _ �� _ 3 _ 3174 D �' �., D D D D D D D D D D D D D D D M M M M M M G F D D D D D D D D D D D D D D " 'iI D �I E D ;E II E. -------- -------- II D I , - I - 1 I D , 1 I. ..--.._..__... --_- I � 3 � 3/4 D D 51 MATCHL INE 1 114' 2' SLEEVE 4' SLEEVE 4' 4 2' SLEEVES 4t HP 2' 5LEEVE ° 1 }ZONE D F ,,:- 9 - F D D D D D D D 3/4'D D D D D D D 1 p D D D F F D D D D D D D D D D IR I �/ I sod 2S r v 7_y____y____y____y__ F D F F D D D D D 3/4' D D D D D F F D 1, D D D D F_ I/4' F D F F D D D D D D D D 1�' D �F D ZONE 4' d 2' 8 J� Dip SLEEVES soa 25 I I i C Ip I I 40 D ID 1 D D 13/ ID I � —� D I I 1 1 3/4' 1 II/4' o o D� Y DETENTION 0 30 6 I I GRAPHIC SCALE: 1" = 30' NORTH 3/4' 11/4' y V 1 1/4' a 11 BOGGS PLANNING 'I• LANDSCAPE ARCHITECTURE 100 AVENUE A SUITE, 2E FORT PIERCE, FLORIDA 34950 D ID 1 41 D ID I 10 I D ID I i D ID I p D ID 40 DI ID 41 DI p .t DI \ Dog 1 a DI ZONE 1 1/4' 6 FIII e so 31 ID .,le�Lr � . LR... __ . __..-.. ... — R E V I S 1 0 N S— BY DATE BY DATE DRAWN LWS 6-19-19 .. .... ... CHECKED GB APPROVED GB sod 732 v /m I i —5TU50UT THE MAIN WITH A 2 112' GAITE AND 8 CONTROL WIRES FOR F ORE USE. I I I I I I I I I MATCHLINE PURSUIT BOATS FACILITY EXPANSION IRRIGATION PLAN FOR r DATE: 06-19-19 HORIZ. SCALE:1"=100' VERT. SCALE: N\A JOB No. s� SHEET 1 of J 2 SLEEVE � F F 2' SLEEVE 4' 4 2' 2' SLEEVE 2' 5LEEVE 2 SLEEVE 3/4, 2 SLEEVE .ZONE N�w 3/4' 3/4' 3/4' SLEEVES 3/3/4'II F�i,FF F F i$ 1 1 P _ o.� — — - - - I D �/ F "•. �_�..k. it 1 D �—,.� �--` -:,., ,...� �.__:� \ A I o --� -- .�.3/4'—Q"---p"---p�---'p�--D—� D_ �',• D D D D D D D Z M M M M M M I IQ' .. I I --- — --�----�----�-- --�----�----�— D —=te---•-e---�° --- •'P ---� 3/4" I' I I/4' --� —__• ---" --- ---_ -- I I/ , _ �� _ 3 _ 3174 D �' �., D D D D D D D D D D D D D D D M M M M M M G F D D D D D D D D D D D D D D " 'iI D �I E D ;E II E. -------- -------- II D I , - I - 1 I D , 1 I. ..--.._..__... --_- I � 3 � 3/4 D D 51 MATCHL INE 1 114' 2' SLEEVE 4' SLEEVE 4' 4 2' SLEEVES 4t HP 2' 5LEEVE ° 1 }ZONE D F ,,:- 9 - F D D D D D D D 3/4'D D D D D D D 1 p D D D F F D D D D D D D D D D IR I �/ I sod 2S r v 7_y____y____y____y__ F D F F D D D D D 3/4' D D D D D F F D 1, D D D D F_ I/4' F D F F D D D D D D D D 1�' D �F D ZONE 4' d 2' 8 J� Dip SLEEVES soa 25 I I i C Ip I I 40 D ID 1 D D 13/ ID I � —� D I I 1 1 3/4' 1 II/4' o o D� Y DETENTION 0 30 6 I I GRAPHIC SCALE: 1" = 30' NORTH 3/4' 11/4' y V 1 1/4' a 11 BOGGS PLANNING 'I• LANDSCAPE ARCHITECTURE 100 AVENUE A SUITE, 2E FORT PIERCE, FLORIDA 34950 D ID 1 41 D ID I 10 I D ID I i D ID I p D ID 40 DI ID 41 DI p .t DI \ Dog 1 a DI ZONE 1 1/4' 6 FIII e so 31 ID .,le�Lr � . LR... __ . __..-.. ... — R E V I S 1 0 N S— BY DATE BY DATE DRAWN LWS 6-19-19 .. .... ... CHECKED GB APPROVED GB sod 732 v /m I i —5TU50UT THE MAIN WITH A 2 112' GAITE AND 8 CONTROL WIRES FOR F ORE USE. I I I I I I I I I MATCHLINE PURSUIT BOATS FACILITY EXPANSION IRRIGATION PLAN FOR r DATE: 06-19-19 HORIZ. SCALE:1"=100' VERT. SCALE: N\A JOB No. s� SHEET 1 of J D D 51 MATCHL INE 1 114' 2' SLEEVE 4' SLEEVE 4' 4 2' SLEEVES 4t HP 2' 5LEEVE ° 1 }ZONE D F ,,:- 9 - F D D D D D D D 3/4'D D D D D D D 1 p D D D F F D D D D D D D D D D IR I �/ I sod 2S r v 7_y____y____y____y__ F D F F D D D D D 3/4' D D D D D F F D 1, D D D D F_ I/4' F D F F D D D D D D D D 1�' D �F D ZONE 4' d 2' 8 J� Dip SLEEVES soa 25 I I i C Ip I I 40 D ID 1 D D 13/ ID I � —� D I I 1 1 3/4' 1 II/4' o o D� Y DETENTION 0 30 6 I I GRAPHIC SCALE: 1" = 30' NORTH 3/4' 11/4' y V 1 1/4' a 11 BOGGS PLANNING 'I• LANDSCAPE ARCHITECTURE 100 AVENUE A SUITE, 2E FORT PIERCE, FLORIDA 34950 D ID 1 41 D ID I 10 I D ID I i D ID I p D ID 40 DI ID 41 DI p .t DI \ Dog 1 a DI ZONE 1 1/4' 6 FIII e so 31 ID .,le�Lr � . LR... __ . __..-.. ... — R E V I S 1 0 N S— BY DATE BY DATE DRAWN LWS 6-19-19 .. .... ... CHECKED GB APPROVED GB sod 732 v /m I i —5TU50UT THE MAIN WITH A 2 112' GAITE AND 8 CONTROL WIRES FOR F ORE USE. I I I I I I I I I MATCHLINE PURSUIT BOATS FACILITY EXPANSION IRRIGATION PLAN FOR r DATE: 06-19-19 HORIZ. SCALE:1"=100' VERT. SCALE: N\A JOB No. s� SHEET 1 of J sod 732 v /m I i —5TU50UT THE MAIN WITH A 2 112' GAITE AND 8 CONTROL WIRES FOR F ORE USE. I I I I I I I I I MATCHLINE PURSUIT BOATS FACILITY EXPANSION IRRIGATION PLAN FOR r DATE: 06-19-19 HORIZ. SCALE:1"=100' VERT. SCALE: N\A JOB No. s� SHEET 1 of J L Ii I. MATGNLINE \ r m �j J L 114' _ �\ 1 �j II f 2' SLEEVE ,, o - , p io — 2"I MATGNLINE J.. . I 1 00 i I D DRY DETENTION =71I'D II D 1 I e p 1 I F II 21 li 1 I m ZON@ 1 zoNf O \ 1 ° SodIf 48 \ F �+ it I i' s«I 30 D i 11 W. D// �\ Y' \. D II w ,3/ /4• 1 ' , II 1• D D SLEEVES 2• �` \ x 1 D ° II �--•, r�I , ZpryE 1 I .1 Sod i I I p � sod 45 _..._.. ,� \ \41 ° I D Z iT I I vv I I , zoNF I I 1 ZONg . L p 5 od 42 s \\ r Sod 48 D ° � p 1 II 1 p 3/4' 1 1, 1/4 3/4' F i F D I L. 18RCP 4' S 2' " ' I SLEEVES 0 r-tSTUBOUT THE MAIN WITH A 2 1/2' CRATE 1 FOR FUTURE USE. IN J� —'1'i D It II �`--------------------- ---- �--- - - - -' O WELL ---- ------------------------------------------------------------ II p --•----•------------�---- - - - "��'�- -®-®' '�-� - O CONTROLI}ER C I ;l D II II I 1 i � d•F II II � II I � I I/4' ■ M U 00 „AIL n II m II m Feu � -----rr -------- AIL II PHASE 1 LANDSCAPE BOUNDARY DRY DETEN ICON it li —X — --X-- — — —X— II � I w II I I I i 3/4' MEL 11 x �• � e 1 x i $ TOE A&' ------, Ka m Bull 19 m Is w 10 m ®® m m m ® IN m ■ m m ® m I i l I I 0 30 6p GRAPHIC SCALE: 1 " = 30' COMPUTER LE REF. FIELD BK./PG. N O R T H ... ..... .... ........ BOGGS PLANNING 4 LANDSCAPE ARCHITECTURE 100 AVENUE A SUITE 2E FORT PIERCE, FLORIDA 34950 - R E V I S 1 0 N S- BY DATE BY DATE PURSUIT BOATS DRAWN LWS 6-19-19 CHECKED GB FACILITY EXPANSION APPROVED GB - IRRIGATION PLAN EWED ,Ompi CIE CC BOCC DATE: 06-19-19 HORIZ. VERT. SCALE:1°=100' SCALE: N\A JOB No. SHEET 2 of 3 ' ALL HEADS SHALL BE INSTALLED A MINIMUM OF 24' AWAY FROM ANY BUILDING. SIDEWALK, CURB _ 6' SPRINKLER NOZZLE ETC. SEE CHART FINISH GRADE i VARTEK PIPE USE 1/2' ON SPRAY NHEADS_ 3/4- ON ROTORS IN. 18' LENGT PVC TEE SXSXS OR ELBOW � LATERAL LINE BODY ASSEMBLY I PVC STREET ELL I HEAD DETAIL TO)O HUNTER APB ADJUSTABLE FLOOD BUBBLERS. ADJUST TO 5 GPM OR AS REQUIRED. PLACE OVER THE ROOTBALL AND A MINIMUM OF 8' FROM THE TREE TRUNK. STABLE FLUSH To GRADE WITH DRIP TUBING CLAMPS FINISH _ /, _ GRADE PVC OR ELBOWX� T \\ MAXIMUM LENCSTH OF 3' 1€ LATERAL LINE STREET ELL TREE BUBBLER DETAIL EXISTING SOIL COMPACT THE BACICFILL TO AV SETTLING Rj FOR LATERAL =E AND 18' R THE MAIN CONTROL WIRES TRENCHING DETAIL RAIN ELECTRICAL CONDUIT 120V PVC CONDUIT TO THE START OF THE I MAINLINE. PLACE WINS UNDER MAINLINE WHERE POSSIBLE. GROUND WITH SOX S' COPPER COATED RODS TO 10 OW'S OR LESS, MAKE CONNECTION WITH OADLLELD P61ONJ ONE SHOT VALVE BOWGROUND RODS. INSTALL A MIN OF & FROM CONTROLLER AND 3 W APART. -i [ CADWELD PLUS ONE SHOT. - i 1--1-GRwNP Rm • WIRE AS PER LOCAL CODE PLACE THE RAIN SENSOR TO RECEIVE RAIN FROM O NOTL�ONNECT TONTHE BUILDING GROUND. CONTROLLER DETAIL ALL VALVE BOXES SHALL BE MARKED INSIDE WITH THE ZONE NUMBER ON PLASTIC CHRISTY TAGS OR AS PER THE WRITTEN SPECIFICATIONS. DO NOT MANIFOLD THE VALVES. EACH VALVE SHALL BE ON A SEPARATE TEE ON THE MAIN. ALL VALVES SHALL BE A MINIMUM OF 6' APART AND INSTALLED IN THE SOD AREA. LABEL LID (IRRIGATION) II'Xll' VALVE BOX FINISH GRADE 6' MIN CTORS CA�BI�E ION SURGE 45 OR SO VALVE 45 OR SO Lacs a BRICK TO LATERAL LIKE WDER EACH TEE SOIL SEPARATOR FABRIC GORIER MAINLINE PLACE OCNTROL WIRES UNDER MAIN ELECTRICAL VALVE WOOD STAKE WITH YELLOW RIBBON LABEL 'IRRIGATION SLEEVES' r(EACH END OF SLEEVES) MIN OF 1/ 48- FROM ROADWAY MIN OF 30' GREEN SPAC ABOVE GRADE MINIMUM OF: 24- BELOW ROADS 18' BELOW SIDEWALKS SCH. 40 SLEEVE (SEE PLAN FOR SIZES) GAP (UNGLUED) CAP (UNGLUED) SLEEVE DETAIL CLEARLY LABEL 'IRRIGATION FINISH GRADE GATE VALVE) 9' REINF. PLASTIC VALVE BOX GATE PVC MAIN ISOLATION GATE VALVE MIN W.4'-0 - nIN 4'-m• MIN 10'XIO' ^,,,�;�15 4j 16 lop 1) UNISTRUT OR APPROVED 12) C000 PIPE -PAINT BLACK EQUAL RACK SY87EM 13) GATE/LATCH 2) CONTROLLER -SEE LEGEND 14) 45 ELBOWS TO BELOW 3) DISCONNECT GRADE 4) PRESSURE GAUGE 15) MAINLINE -SEE LEGEND 5) PRESSURE RELIEF VALVE 6) WELL -SEE SPECIFICATIONS ib) b' HT. BLACK VINYL T) CHECK VALVE CHAIN LINK FENCE 8) 85 GAL. BLADDER TANK W/OONT. TOP RAIL 11) ISOLATION VALVE AND GAUGES 13) CYCLE STOP VALVE C8Vi8 18) TANK CONNECTION-MINWMUM OF 10) 6' CONCRETE PAD e' LONG AND THE SAME PIPE IU 6' MULCH OVER SOIL SIZE AS THE CONNECTION TO SEPARATOR FABRIC THE TANG REFER TO THE CYCLE STOP VALVE WEBPAGE FOR FURTHER INSTRUCTIONS ON INSTALLING AND ADJUSTING THE CYCLE STOP VALVE THERE $HALL NOT BE ANY CONNECTION BETWEEN THE WELL PUMP AND THE CYCLE STOP VALVE, REFER TO THE WELL SPECIFICATIONS FOR MORE INFORMATION. THIS IS A PRESSURE START TYPE INSTALLATION DO NOT USE A FUME' START. COMPUTER FILE REF. I FIELD BK./PG. BOGGS GENERAL NOTES U REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. HAND DIG AROUND ANY EXISTING TREES. DO NOT CUT ANY ROOTS OVER 2' IN DIAMETER 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF IS' OF COVER ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12' OF COVER 3) ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18' PVC FLEX PIPE CONNECTION. DO NOT USE POLYETHYLENE PIPE. USE WELDON 131 WITH A PURPLE PRIMER OR RED HOT CHRISTY'S BLUE GLUE ON ALL CONNECTIONS. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES, WINDOWS AND BLDG. WALLS. THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. USE ADJUSTABLE NOZZLES WHERE REQUIRED TO AVOID ANY WATER ON BUILDING WINDOWS. 5) ALL RISERS SHALL BE PAINTED BLACK OR A COLOR CHOSEN BY THE OWNER'S REPRESENTATIVE AND SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH STAINLESS STEEL CLAMPS. LEAVE THE BOTTOM 12' OF THE PIPE PURPLE ON RECLAIMED SYSTEMS. Fi) ALL CONTROL WIRE CONNECTIONS SHALL BE MADE IN VALVE BOXES USING 3M DBR-Y WIRE CONNECTORS AND SEALANT WITH WIRE NUTS, T) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION. THE CONTRACTOR SHALL NEATLY MAW IN RED INK ON A WHITE BOND PAPER COPY OF THE IRRIGATION PLAN ANY INSTALLATION THAT DEVIATES FROM THE PLAN. THE AS -BUILT DRAWING SHALL ALSO LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. MEASUREMENTS SHALL BE MARKED ON THE PLAN EVEN WHEN THE EQUIPMENT IS INSTALLED IN THE EXACT LOCATION AS THE PLAN. PROVIDE THE OWNER A PDF OF THE AS -BUILT PLAN. 8) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. THE VALVE BOXES SHALL BE PURPLE WHEN USING RECLAIMED WATER 9) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS OR INSIDE A SCH, 40 SLEEVE. 10) ALL HEADS SHALL BE INSTALLED A MINIMUM OF 24' FROM ANY WALL AND A MINIMUM OF 6' FROM ANY SIDEWALK, PATIO OR ROAD. (MINIMUM OF 2'-0' WHERE THERE ARE NO BUMPER STOPS) THE EXACT HEIGHT OF ANY 12' POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE IN THE FIELD. INSTALL THE 12' POP-UP HIGHER WHERE BLOCKED BY TALL SHRUBS. 11) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY THEIR WORK 12) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP OR AS OUTLINED IN THE WRITTEN SPECIFICATIONS. 13) ELECTRICAL SERVICE TO LOCATION OF THE CONTROLLER, WELL OR PUMP SHALL BE PROVIDED TO A JUNCTION BOX OR DISCONNECT AT THE EQUIPMENT LOCATION BY THE ELECTRICAL CONTRACTOR OR BY OWNER WHEN IT IS NOT PART OF THE BID PACKAGE. CONFIRM THE LOCATION OF THE CONTROLLER WITH THE OWNER OR GENERAL CONTRACTOR BEFORE ANY INSTALLATION. 14) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCALE THE PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT SPACING OF THE HEADS. THE CONTRACTOR SHALL NOT SPACE THE HEADS FURTHER APART OR USE LESS HEADS THAN SHOWN ON THE PLAN. ANY CHANGES TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ARCHITECT OR OWNER, SHALL HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF THE PLANTS AND OR SOD IN THESE AREAS. 15) 48 HOURS BEFORE DIGGING, CALL 1-800-432-4110 (SUNSHINE STATE ONE CALL CENTER) 16) INSTALL THREE EXTRA CONTROL WIRES TO EACH TERMINATION OF THE MAIN. ALL CONTROL WIRES SHALL BE INSTALLED INSIDE OF SCH. 40 GRAY PVC CONDUIT WHERE THEY CANNOT BE UNDER THE MAIN. WELL SPECIFICATIONS 1.1 THE CONTRACTOR SHALL DRIVE OR DRILL ONE 5' DIAMETER DEEP WELL WITH STEEL CASING FOR THE OPERATION OF THE IRRIGATION SYSTEM. THE WELL SHALL PRODUCE 60 GALLONS PER MINUTE WITH NOT MORE THEN A 5 FT. FUMPNG DRAWDOWN. 12 ALL EQUIPMENT AND INSTALLATION SHALL BE AS PER STATE AND LOCAL CODE REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND PERMIT8 REQUIRED TO DRILL THE WELL OR WELLS. 2.1 THE CONTRACTOR SHALL FURNISH AND INSTALL ONE 5 H.P. SUBMERSIBLE PUMP N THE WELL. THE PUMP SHALL BE CAPABLE OF PRODUCNG (D0 GALLONS PER MINUTE AT 140 TDH. (TOTAL DYNAMIC HEAD) THE TDA IS AT GROUND LEVEL. THE PUMP OR PUMPS SHALL BE INSTALLED USING THE FOLLOWING EQUIPMENT AND MATERIALS. REFER TO THE DETAIL. ALL EQUIPMENT MAY NOT BE LISTED. THE CONTRACTOR $HALL BE RESPONSIBLE TO FURNISH AND INSTALL ALL NECESSARY EQUIPMENT FOR THE OPERATION OF THE WELL PUMP AND ITS CONNECTION TO THE IRRIGATION SYSTEM - A) SANITARY WELL SEAL B) GALVANIZED DROP PIPE C) SUBMERSIBLE PUMP CABLE, SIZE AS REQUIRED D) ALL NECESSARY GALVANIZED FITTINGS 714AT AM REQUIRED FOR THE CONNECTION OF THE SYSTEM. ALL ABOVE GROUND PIPE SHALL BE SCH. 40 PVC (PAINT BLACK). SAME SIZE AS THE MAINLINE. E) ALL NECESSARY ELECTRICAL WIRE, SWITCHES AND CONDUIT F) ISOLATION VALVE G) SILENT CHECK VALVE 4)A50VE GROUND CHECK VALVE 1) CYCLE STOP VALVE COV31B 3.1 THE PRESSURE TANK PRE -CHANGE SHALL BE 5-10 P51 LOWER THAN THE PRESSURE SWITCH START POINT. A WATER LINE AT LEAST 8' OR LONGER AND NO LARGER THAN THE TANG INLET SIZE 814ALL BE CONNECTED i0 THE TANK AT A 90. ANGLE. THE PRESSURE SWITCH SHALL BE INSTALL ON THE PIPE TO THE TAW, AS CLOSE TO THE TANK AS POSSIBLEREFER TO CYCLE STOP VALVES WEBPAGE FOR MORE DETAILED INFORMATION ALL INSTALLATION SHALL BE AS PER MANUFACTURERS SPECIFICATIONS. 32 THE CONTRACTOR $HALL BE RESPONSIBLE FOR THE INSTALLATION AND CONNECTION OF ALL THE ABOVE EQUIPMENT AND THE CONNECTION TO THE IRRIGATION SYSTEM. 33 POWER FOR THE OPERATION OF THE WELL PUMP SHALL BE SUPPLIED TO A JUNCTION BOX AT THE WELL LOCATION AS PART OF THE ELECTRICAL PLANS OR BY OWNER COORDINATE ALL POWER REQUIREMENTS WITH THE OWNER OR THE GENERAL CONTRACTOR BEFOG PURCHASE OF THE PUMP. 4.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL. AT THE LANDSCAPE CONTRACTOR'S EXPENSE, HE SHALL HAVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE LANDSCAPE CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO SIDEWALKS AND BUILDINGS. REPORTING $HALL OCCUR BEFORE THE SYSTEM IS IN OPERATION FAILURE TO REPORT SHALL PLACE LIABILITY ON THE CONTRACTOR 42 BEFORE SETTING THE PUMP THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE STATIC WATER LEVEL TO DETERMINE IF THE PUMP CAN PROVIDE THE PROPER GPM AND PSI FOR THE OPERATION OF THE IRRIGATION SYSTEM, 5J THE CONTRACTOR SHALL BE RESPONSIBLE TO VISIT THE SITE AND BECOME FAMILIAR WITH THE ON SITE LOCATION OF THE WELL. IT SHALL BE HIS R ESPCNSISILITY TO NOTIFY THE OWNER F HE FEELS THE LOCATION SHOULD BE MOVED. THE OWNER SHALL NOT BE RESPONSIBLE TO PAY FOR ANY WELL OR PART OF A WELL THAT DOES NOT MEET THE RILL INTENT OF THESE SPECIFICATIONS, PLANNING + LANDSCAPE ARCHITECTURE 100 AVENUE A SUITE 2E FORT PIERCE, FLORIDA 34950 I - R E V I S 1 O N S- I BY I DATE LEGENDUSE HUNTER MP ROTATOR NOZZLES • 1 HUNTER PR840 SPRAY SERIES 6" POP-UP I TWO HUNTER AFB ADJUSTABLE FLOOD BUBBLERS PER TREE. ® I HUNTER PGP ULTRA ROTOR HEAD - 6 GPM . I HUNTER PGP ULTRA ROTOR HEAD - 3 GPM I CLASS 200 PVC MAINLINE-2 1/2' CLASS 200 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN MINIMUM SIZE OF 3/4' (EXCEPT RISERS AND FLEX PIPE) SCH. 40 SLEEVE (MINIMUM OF 24' DEPTH AND 2 SIZES LARGER THAN THE PIPE SIZE OR AS LABELED ON THE PLAN) HUNTER ICv ELECTRIC VALVE. SIZE AS SHOWN BELOW. INSTALL VALVE IN A ® 11'XIT' VALVE BOX AND COVER 0-25 GPM=1' 26-50 GPM=I 1/2' 51 AND HIGHER GPM=2' o CONTROLLER- HUNTER ICC2. WHERE SHOWN ON THE PLAN. INSTALL WITH A C HUNTER MINI-CLIK RAIN SENSOR GROUND WITH A MINIMUM 8' COPPER CLAD ROD. SLEEVE TO AS REQUIRED. OWELL- REFER TO THE DETAILS AND SPECIFICATIONS ON THIS SHEET NOZZLE CHART G.PM. LETTER SPEC, COLOR 40 PSI DISTANCE RADIUS ZONE I ARM S A MP2000 RED 1.4-1 IS, FULL 360 ZONE NUMBER GPM oNF SOD PLANTS TREES HIGH WATER USE MEDIUM LOW B MP CORNER TURQUOISE .45 14' CORNER 105' C MP COMER TURQUOISE .19 14' CORNER 45° D MP2000 BLACK 14 19' 180 F MP2000 BLACK , QUARTER 90 G MP END STRIP GIOVORY 15' END STRIP+N, H RAIN. XPCN BLACK .5' HALF PATTERN M MP SIDES BROWN 30' SIDE STRIP S MP815-so GRAY '-I6' E2,1330' 90-180° V MP3000 BLUE 0' QUARTER 90 W MP3000 BLUE 0' 180° X MP3000 YELLOW 0' THREE QTR 2�0 Y MP3000 GRAY 0' FULL 360 Z MP2000 GREEN ' THREE QTR 2-10 THE NOZZLES LISTED SHOW THE TYPE OF MP ROTATOR NOZZLE THAT SHOULD BE USED. THE CONTRACTOR SHOULD INSTALL CORRECT NOZZLE IN EACH HEAD AS SHOWN BY THE LETTER BESIDE THE HEAD ON THE PLAN. DO NOT USE MPI000 SERIES NOZZLES. THE GPM, DISTANCE AND ANGLE ON THE NOZZLE CHART ARE APPROXIMATE. THE CONTRACTOR SHALL ADJUST ALL NOZZLES TO PROVIDE THE 1009. COVERAGE, BUT LIMIT OVERTHROW ON TO BUILDINGS, WALLS, PAVEMENT, ETC. THE HEADS SHALL BE SPACED AS PER THE PLAN. SCALE THE PLAN FOR DISTANCE. DO NOT ASSUME THAT ALL HEADS ARE SPACED AS PER CONVENTIONAL SPRAY HEADS. THE PRECIPITATION RATE FOR THESE NOZZLES IS LESS THAN A CONVENTIONAL SPRAY NOZZLE. FOLLOW THE ZONE CHART FOR AN APPROXIMATE RUN TIME FOR EACH ZONE, BUT SET THE RUN TIME ON THE CONTROLLER BASED ON THE SPECIFIC SITE CONDITIONS. DO NOT SUBSTITUTE WITH STANDARD NOZZLES. ZONE CHART ZONE PLANT IRRIGATION WATER PRECIP. APPLIC. ZONE MINUTES TOTAL (TYPE) (TYPE) (DEMAND) (RATE) (IN. PER WEEK RED.) (GPM) (PER CYCLE) (GALLONS) 1 SOD Rotor LOW 0.5 0.5 45 30 1,350 2 SOD Rotor LOW 0.5 0.5 48 30 1,440 3 SOD Rotor LOW 0.5 0.5 42 30 1,260 4 SOD Spray LOW 0.75 0.5 30 20 600 5 SOD Spray LOW 0.75 1.0 48 40 1,920 6 SOD Spray LOW 0.75 0.5 31 20 620 7 SOD Spray LOW 0.75 1.0 32 40 1,280 8 SOD Spray LOW 0.75 1.5 25 60 1,500 9 SOD Spray LOW 0.75 0.5 28 20 560 10 SOD Spray LOW 0.75 0.5 48 20 960 11 SOD Spray LOW 0.75 0.5 53 20 1,060 12 SOD Spray LOW 0.75 0.5 47 20 940 TOTAL GPM PER RUN CYCLE 477 350 13,490 TOTAL GPM PER WEEK 26,980 (PEAK WEEKLY DEMAND) THE RUN TIMES SHOWN FOR THE ZONE IS FOR ONE RUN CYCLE AND WILL PROVIDE HALF THE REQUIRED AMOUNT OF WATER NEEDED PER WEEK. TWO RUN CYCLES PER WEEK ARE REQUIRED TO PROVIDE THE TOTAL WEEKLY REQUIREMENT. ALL RUN TIMES SHALL BE SET TO FOLLOW THE CURRENT WATER MANAGEMENT DISTRICT REGULATIONS AND REDUCED TO ONLY ONE RUN TIME PER WEEK WHEN RESTRICTED BY DAYLIGHT SAVINGS TIME OR WATER RESTRICTIONS. THE ZONE CHART IS PROVIDED AS A GENERAL OUTLINE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE TO SET THE RUN TIMES BASED ON THE SPECIFIC SITE CONDITIONS AND PLANT REQUIREMENTS. THIS SHALL INCLUDE, BUT NOT LIMITED TO, SOIL TYPE, DRAINAGE, SLOPES, SUN EXPOSURE AND THE ESTABLISHMENT PERIOD. THE TOTAL GPM REQUIRED PER YEAR WILL BE LESS THAN THE PEAK DEMAND PER WEEK TIMES 52 WEEKS, BASED ON THE RUN TIMES BEING REDUCED BY SENSORS AND A REDUCED WATER DEMAND IN THE WINTER MONTHS, PURSUIT BOATS FACILITY EXPANSION IRRIGATION DETAILS -0 DATE: 06-19-19 HORIZ. VERT. SCALE: SCALE: N\A JOB No. SHEET 3 of 3 2roject: 1 ROF05ED -- s j I , Z. _ -- FE _ _t -- -- ® //FE / LIFE SAFETY LEGEND hh Y F E PAINTED DEMARCATION OF REQUIRED —I CLEAR EGRESS PATH J / I' I /I f VARIOUS LIGHT FIXTURE TYPES FE L. o d CONNECTED 70 INVERTER FOR / EMERGENCY LIGHTING AND NIGHT LIGHTS I V' II I I L.._ FE I I ® EXIT LIGHT W/ BATTERY BACKUP y✓ I II FEC FIRE EXTINGUISHER - CABINET MOUNTED (TYPE 2-A-106:C) III (MIN. 6.8 Kg / 15 Ib, AGENT CAPACITY, �:J / /E FE SPACED 50 APART• MAXIMUM)I I I FE FIRE EXTINGUISHER - BRACKET MOUNTED (TYPE 2-A-1013:C) (MIN. 6.8 K0 / 15 Ib, AGENT CAPACITY, / �FE l FE m F----- I :a3 FE 0 ---- SAFETY TRAVEL DVSTANGES i ��.... I NOTE: FOR FIRE ALARM SYSTEM EQUIPMENT, � / I REFER TO ELECTRICAL DRAWINGS �P�/ MAX. TRAVEL I I FE D15T. TO AN FE r I I EXIT = 232' I r �U P�\�i�/ / FE --- ---- - ---- -- --ool - -- / — _ FE - I -,_ ,. C / -------- ————— —--�.J _ __ __ _-__ __-_ -_ _ __ — __----- ____ .____ - _ __ - ___ ----- -- - _ � -____ ---- ----- -- 01 LIFE 5AFI _TY 1>LAN a MANUFACTURING 13UILPING FOR FUK5UIT DOAT5 5901 5T. LUCIE P>LVD. FORT PIEKCE, FLORIDA Key Plan Issues: No.: Date: Description: A. 03/27/19 PROGRESS SET B, 05/28/19 FOUNDATION PERMIT C. 07/12/19 BID 5ET D. 07/18/19 PERMIT 5ET Architect: DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 Te1.772.794.2929 Fn.772.562.8600 www.dcnadio-aach.com License No. AA0002238 Consultant Drawing Title: LIFE SAFETY FLAN REVIEWED FOR Job North ODE COMPLIANCE ST• LUCIE COUNTY BOCC Drn: Drawing File: a ` JEL -e1 Chid: XREF File: A ✓, _ Projec No.: Plot File: -J{ptBY J. 00 ' TOTAL A1<EA 181,800 G.S.F Not l o Scale 1.10 Copyright©2019, Donadlo&Aeaociatee, Archune, P.A., All Righ* Reserved CODE REVIEW FOR PURSUIT BOATS LOCATED AT 3901, ST. LUCIE BLVD. FT. PIERCE, FLORIDA ARCHITECTS PROJECT #2018-4212 MARCH 5, 2019 Phase 1 a, of the Development consists of constructing a 181,800 sq. ft. Single Story Boat Manufacturing Facility. The Building will be divided into an 81,000 sq. ft. Assembly area, a 69,300 sq. ft. Lamination area and 31,500 sq. ft. of Ancillary Space. The Building will be constructed utilizing a Pre-engineered Steel Building Structure with an average vertical height of 28'-0". The exterior appearance will be a combination of Stucco Finished Concrete Masonry Units and Metal Siding Panels. There will be a significant number of overhead Doors and Exit Doors located in the Building perimeter. Internally the Building will be separated into a Lamination area, Assembly area and Ancillary Spaces consisting of a Glass room, Stock room, Electrical room, Upholstery room, Offices, Breakroom and Male and Female Toilet Facilities. All Construction will be non-combustible, and the Building will be protected throughout with an Automatic Fire Sprinkler System, Public and Employee Parking will be located to the North of the proposed Building. CODE REFERENCES Florida Building Code 2017 - Building Florida Building Code 2017 -Accessibility Florida Building Code 2017 - Plumbing Florida Fire Prevention Code 6`h Edition CODE REVIEW 1) USE AND OCCUPANCY CLASSIFICATION: FBC CH.3 FBC 306.2 Moderate -Hazard Factory, Individual, Group F-1; LSC 6.1.12.11 40.1.2; Industrial Occupancy 2) SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY FBC CHA. FBC 414. See attached Hazardous Material Report identifying the maximum quantities of hazardous materials stored or used in the boat making process. 3) GENERAL BUILDING HEIGHTS AND AREAS FBC CH.5 Construction Type: Type II(B); Sprinklered. i) Building Height and Number of Stories FBC 504; FBC TABLE 504.3; FBC TABLE 504.4 a) Allowable Building Height = 75' b) Actual Building Height = 35.5' c) Allowable Number of Stories = 3 d) Actual Number of Stories = 1 ii) Building Area FBC 506 N/A iii) Unlimited Area Buildings FBC 507 a) Sprinklered, One -Story Buildings FBC 507.4 Building is surrounded on all sides by open space > 60', is protected with an Automatic Fire Sprinkler System and will by Type If (B) (Non-combustible Construction). Building area is not limited. iv) Mixed Use and Occupancy FBC 508 a) Allowable Building Area FBC 508.13 Aggregate Accessory Occupancies Stock Room = 9,509 sq. ft. Offices/Breakroom = 8,211 sq. ft. Total=17,720 sq. ft. Total Building area = 181,800 sf x 10% = 18,180 sf >17,720 sf. No separation is required between the aggregate accessary occupancies and the main occupancy. b) Separate Occupancies FBC 508.34; TABLE 508.4 I) No separation required between the Stock room (Storage) and the Business occupancy (Offices). ii) The Breakroom 75' x 40' = 3,000 sq. ft. _ 15 = 200 Occupants Occupancy Classification = Assembly (A-2) 1 HR separation required between Business Occupancy (Offices) and Breakroom Occupancy (A-2) 4) 5) 6) 7) v) Incidental Uses FBC 509; FBC TABLE 509 N/A TYPES OF CONSTRUCTION FBC CH.6; 602.2; Type 11-B; Sprinklered; LSC 40.1.6 I) FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS HOURS) FBC TABLE 601 a) Primary Structural Frame = 0 b) Bearing Walls; Interior/ Exterior = 0 c) Non -Bearing Interior Walls & Partitions = 0 d) Floor Construction = 0 e) Roof Construction = 0 FBC TABLE 602 North, South, East and West Walls > 30' = 0 FIRE AND SMOKE PROTECTION FEATURES FBC CH.7 I) Exterior Walls FBC 705; 705.2 There are no eaves overhang projections from the Exterior Wall. ii) Maximum Area of Exterior Wall Openings Based on Fire Separation Distance and Degree of Opening Protection FBC TABLE 705.8 All sides > 30' = No Limit iii) Fire Partitions FBC 708 The Fire partition separating the Office area (Business Occupancy) and the Breakroom (Assembly Occupancy) will be 1 HR. Fire rated. The partition will be constructed full height from the Floor to the underside of the Roof panels and securely attached thereto. (See Life Safety Plan) iv) Penetrations FBC 714; 714.3.1.1; 714.3.1.2 All through penetrations in Fire partitions to be protected by an approved penetration firestop system installed and tested in accordance with ASTM E814 or U.L. 1479. v) Opening Protectives FBC 716 N/A vi) Concealed Spaces FBC 718; 718.4.3 Fire blocking and Draftstopping in concealed spaces not required, all construction is non-combustible. Draftstopping in the Roof/Attic not required, Building protected with a fully Automatic Fire Sprinkler System. INTERIOR FINISHES FBC CH. 8; Table 803.11; LSC 10.2; 40.3.3.2 All interior wall and ceiling finishes to conform to the following Table: INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY Grou "A'; Group "B" and F1; Sprinklered INTERIOR EXIT STAIRWAYS RAMPS AND EXIT PASSAGEWAYS CORRIDOR, ENCLOSURES FOR EXIT ACCESS STAIRWAYS AND RAMP ROOMS AND ENCLOSED SPACES C CLASS C - Flame Spread Index; 76-200 Smoke Developed; 0-450 1) Interior Floor Finish FBC 804; 804.2; LSC 40.3.3.3.2 The minimum Critical Radiant Flux for all Floor finishes shall not be less than Class 11. FIRE PROTECTION SYSTEMS FBC CH. 9; 903.2.4; LSC 40.3.5 Install an Automatic Fire Sprinkler System throughout the Building installed in accordance with NFPA 33. See specialists drawings and specifications for details. I) Portable Fire Extinguishers FBC 906; 906.1 See Life Safety Plan for locations. ii) Fire Alarm and Detection Systems FBC 907; LSC 906; 40.3.4.1 Provide a manual Fire Alarm System throughout the Building. iii) Initiation LSC 40.3.4.2 Initiation of the required Fire Alarm System to be either by manual means or by activation of the approved Fire Detection System. 8) MEANS OF EGRESS FBC CH. 10; LSC 40.2 i) General Means of Egress FBC CH.10; 1003.1; 1003.2 Means of Egress Ceiling height to be a minimum of T-6". ii) Occupant Load FBC 1004; TABLE 1004.1.2; LSC 7.3.1.2; 40.1.7 a) Storage (Stock Room); 9,509 sf = 300 = 32' b) Assembly (Break Room); 3,000 sf _ 15 = 200 c) Business (Offices); 3,600 sf + 100 = 36 d) Industrial (Factory F1); 165,691 sf - 100 = 1,657 Total Occupant Load = 1,925 iii) Means of Egress Sizing FBC 1005; 1005.3.2 Egress capacity required; 1,925 x 0.2" = 385" Egress capacity provided; 12 x 36" = 432" iv) Number of Exits and Exit Access Doorways FBC 1006; 1006.2.1; 1006.2.1.1; TABLE 1006.2.1; FBC TABLE 1006.3.1; LSC 7.4; 40.2.4 a) Building Occupant Load = 1,925 persons; b) More than 1,000 occupants = 4 Exits; c) Number of exits provided = 18 Exits. v) Egress Based on Occupant Load FBC 1006.3.1; FBC TABLE 1006.3.1; LSC 40.2.4 Occupant load per Story > 1,000 = 4 Exits Number of Exits provided = 18 Exits vi) Exit and Exit Access Doorway Configuration FBC 1007.1; LSC 40.2.5 a) Building Diagonal Maximum Building diagonal = 752' Door separation (Building Sprinklered) = 251' - 376' vii) Means of Egress Illumination_ FBC 1008.; LSC 17.8; 40.2.8 a) Illumination Required FBC 1008.2; LSC 7.8; 40.2.8 The Means of Egress, including Exit Discharge will be illuminated at all times during Building Occupancy. b) Illumination Level Under Normal Power FBC 1008.2.1 Means of Egress Illumination Level shall not be less than 1 Footcandle (11 LUX) at the walking surface. c) Emergency Power for Illumination FBC 1008.36; LSC 7.9; 40.2.9 An Emergency Power Supply will be provided to illuminate at Means of Egress components. The emergency supply will provide power for a minimum of 90 minutes and will consist of storage batteries, unit equipment or on -site generator. viii) Accessible Means of Egress FBC 1009; FBC 2017-Accessibility a) Accessible Routes FBC 206 An Accessible Route from the Accessible Parking is provided to the Facility Entrances. b) Accessible Means of Egress FBC 207 All required Means of Egress comply with Accessibility Standards. c) Parking Spaces FBC 208; FBC 502.5 Accessible Parking Spaces are located adjacent the Facility Entrance. d) Drinking Fountains FBC 211 Combination "Hi-Lo" Drinking Fountain provided (See Floor Plan). e) Kitchens. Kitchenettes and Sinks FBC 212; 606 and 604 The Breakroom Sink is to be 34" (maximum) above FFL, the Work surface (counter) to be adjustable for varying heights between 29" (minimum) and 36" (maximum). f) Toilet Facilities and Bathing Facilities FBC 212; FBC 603 All Toilets Facilities are on an Accessible Route, meet all necessary Door clearances and Turning Circle and Clear Floor Space Fixture requirements. ix) Doors, Gates and Turnstiles FBC 1010; 1010.1.1; LSC 7-2.1; 40.2.2.2 All Egress doors are 36" x 80" (minimum), swing in the direction of travel and are side hinged. All interior side -swinging doors (without closers) to comply with the following prescribed forces: 1) A maximum 51b (22N) force shall swing door fully open. 2) A 151b (67N) force shall release a latch. 3) A 301b (133N) force shall set door in motion. X) Exit Access FBC 1016; LSC 40.2.5 All exit access locations are on an accessible route and do not pass through any intervening spaces. XI) Exit Access Travel Distance FBC 1017; FBC TABLE 1017.2; LSC 7.6; FBC TABLE 40.2.6.1 Maximum Travel. Distance to an Exit Permitted: Industrial/Factory = 250' Assembly Occupancy = 250' Business Occupancy = 300' Actual Maximum Travel Distance to an Exit: See Life Safety Plan for dimensions. XII) Corridors FBC 1020; FBC TABLE 1020.1; LSC 40.3.6 Corridors Fire Resistance rating = 0 a) Corridor Width FBC TABLE 1020.2 Maximum corridor width required, 1,925 x 0.2" = 385" Corridor width provided (see Life Safety Plan) = 648" b) Dead Ends FBC 1020.4; LSD 40.2.5.1 Maximum dead-end corridor permitted = 50' Actual length of dead-end corridor = 18' (See Life Safety Plan) c) Common Path of Travel LSC TABLE 40.2.5.1 Maximum Common Path of Travel = 100, (See Life Safety Plan) XIII) Exit Discharge FBC 1028; LSC 7.7; 40.2.7 All Exits discharge directly to the Building exterior at grade. XIV) Assembly FBC 1029; The Break Room will have a maximum Occupant Load of 200 < 300 (main Exit). MINIMUM PLUMBING FIXTURE COUNT FBC 2017 PLUMBING Note: The predominant Occupancy of this Building is Industrial/Factory (F-1) the office and Break Room areas are considered accessary Occupancies. Occupant Load Building areas: 181,800 sq, ft. - 100 = 1,818 Occupants 50% / 50% Ratio; Male/Female; 909 Male and 909 Female; Water Closets; 1/100; Male/Female; Lavatories; 1/100 Male/Female; Drinking Fountains, 1 per 400 Service Sink; 1 PLUMBING FIXTURE COUNT _MINIMUM Industrial/Factory Assembly (F-1) WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS Reglied Ptaidod l Pmviled RxFffW Pmvil Roq, Pmdded • Male 10 12 10 13 5 2 1 1 * Female 10 7 10 7 FBC 2017 PLUMBING; 403.1.1. Exception; See Owner's letter addressing distribution of sexes to justify reduction in provided women's plumbing fixtures. STATISTICAL EMPLOYEE DATA: 400 TOTAL Employees 320 men - 80% 80 women - 20% Project: PROF05ED MANUFACTURING 13UILDING FOR FUR5UIT BOATS 5901 5T. LUCIE BLVD. FORT FIERCE, FLORIDA Key Plan 155uoo: No.: Date: Description: A. 05/26/19 FOUNDATION PERMIT B. 07/12/19 BID 5ET C. 07/18/19 PERMIT 5ET Architect DONADIO & Associates, Architects P.A. 609 17th Street Vero Beach, FL 32960 Tei.772.794.2929 Fu.772.562.8600 www.domdio-amh.com License No. AA0002238 Consultant: Drawing Title: CODE REVIEW REVIEWED FOFI CODE COMPLIANCE ST. LUCIE COUNTY COCC Drn: Drawing File: JEL XKEFFile: AJD ' (H0N J. )o Project No.: Plot File: A1.11 6op,ight © 2019. 9onaJlo & Assodatee, Amhiteets, P.A., All Rights Reserved