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Home My WebLink AboutCONSTRUCTION PLANS & SPECIFICATIONSI i LOCATION MAP PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 E3 772-340-4990 'M 772462-2455 ENGINEERS Q SURVEYORS 'd w .edo-incxom F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 CONSTRUCTION PLANS AND SPECIFICATIONS KEY WEST ��O ,® i ',a MISSIONARY FLIGHTS INTERNATIONAL N :1 !q N WTI I Lel 0 F.1 ftvj :4 mm, I L" 4 :4 :1 AM, I SECTION 30, TOWNSHIP 34 S, RANGE 40 E ST, LUCIE COUNTY, FLORIDA PROJECT LOCATION SCALE: 1" = 600' VICINITY MAP LEGAL DESCRIPTION THE SOUTH 200 FEET O THE NORTH 245 FEET OF THE NORTH 1/2 OF THE NORTHEAS 114 OF THE SOUTHWEST 1/4 OF SECTION 30, TOWNSHI 34 SOUTH, RANGE 40 EAST OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. LESS AND EXCEPTING ALL THE LAND DESCRIBED IN OFFICIAL RECORDS BOOK 459, PAGE 2756, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. LESS RIGHTS -OF -WAY FOR PUBLIC ROADS AND CANALS, IF ANY. SAID PARCEL CONTAINS 5.2 ACRES, MORE OR LESS. INDEX OF SLEETS 1. COVER WO I 2. PHASING PLAN 3. LAND CLEARING & DEMOLITION PLAN 4. LAND CLEARING & DEMOLITIONS DETAILS 5. STORMWA:TER POLLUTION PREVENTION PLAN ,i " 6. HOR2ONT -kL CONTROL PLAN 7. PAVING, GRADING, DRAINAGE PLAN 7A. PHASE 3 — COTTAGE GRADE ELEVATION PLAN p# II 8. PAVING, GRADING, DRAINAGE PROFILES & DETAILS 9. UTILITY PLAN 1 10. UTILITY PLAN 2 11. GRINDER STATION / SLC UTILITY DETAILS / ` GRAVITY SEATER PROFILE guy 12. SLC UTILITY DETAILS / GRAVITY SEWER PROFILE : 13. FPUA UTILITY DETAILS 14. SIGNAGE & STRIPING PLAN 15. SPECIFICATIONS Ajuno3 along 4s. A8 03ININVOS FILE COPY SLC PROJECT NUMBERS MNSP 420175121 RZ 4201,75120 `+-• .�Ervar his 1-40 2270 l(cr r ALL ELEVATIONS SHOWN HERE SUITE Y61/II I II I "' REFERENCE THE NORTH AMERICAN PORT SAINT LUCIE, FL 34987 VERTICAL DATUM NAVD88 772-462-2455 4m N to r i 1 � XPM NM: E%WR]EPEL.-1R1° I I _________ __ _______________ _____ _ _ __ ____ GpE_ _ _ ________ _ ________ _______ __ ____ _______ _____ _-___ ___ - - .-�M•_•• ------- -- - ________ __--- -- - ---- -- ----- -- --- - --.---_---_-_-_-- ... 2.1 -- - - -- - -- --- - -- -- -- -- - -- -- -- S.L.C.- -- -- - -. 25 a ...,MST GxGE.a ^ '. i,,eawmwEsi°�.°P�-•___..... Evarurec: l rgwAxp BteglTl iXE WEBi V]lF I CANAL No " ° owxsx °°vaoum ----- ----------- 90 R/Vl/ — -----GEE-« - -------------------------------- I' U � I aGPPE6 „r V74.171 Em 6o,a 1983 fah. '°'= ,aw+GaG.PE GGFreX ----- _.. z a6w 1B afl FXd ]soa, u ,a u" w,rESG,rEA UU I v U ° : V V V V I 1 I V V V V WP i py as asp ueT a, M ,us filEoos° p.� I ,a iV( f I 11 YIWK ,AvrINEL zm I I y I a 1.n �p 1 Qm°u I ORV RETENTION AREA t ,., .,.. .e ,.•,, fNny a `e: 2 0u I 28.8265.F. (U.862 AD) 12AHa r:: ,.• :�.. ',; i. ... .',, ,. ..,:::.: 1 iP.. ... .. .. ..... .. ..-...:. _. c ;., MIN. TISERM EL. 19.6 Igu 77, BOTTOM EL. 15 5 SUMP EL.1J.5 'm CONTROL EL 1061 ) m d BLEEDER EL. t]Bt 1a15 �.Lj. I _ rn r; t 3 6 E s • ,.M RVHSITE 12.. w°, z ro, U ,:. "•xrrr to ....,,eaae^ a.,; w I roroE ° PHASE 1 PHASE 1 HASE 1 PHASE 1 -1„? PHASE 1 PHASE 1 PHASE 1 PI-IASE 1 �' gal PHASE 1 '', PHASE 1� �� PI-IASE 1 RV SITE 11 RV SITE 10.�RV SITE 9 RV SITE 8 RV SITE 7 RV SITE 6 RV SITE 5 RV SITE 4 RV SITE 3 \ ' R\/ SI I E 9 `, 1 RV SITE 1- �gq o t 1a°b9 \1� 1 IMU T`-- Qpµgal0 q ," A 6 Q I 1aea v01�"sms a.a°ss auxrsw Eeuran Esm C93 t w, �•� - �w^�,- ,.,/ ° $- a a — — — — — — -- z — —'�i— — — -^ — �aIrS�t,na— — — — —',�,— —]P% — — — — —"— _ rt,.-... i O_�� „'- ESp'^ .------ ---,i.— _s ._ _.— _ _._._._._,_._._.•-"�.'s__'-�>.. I ..-., - - ---- - - -- — - - -- I - __ ___ Erc.6MGwd,E6LA 'GA. BGGrc:] 6a -'—_ --- \ -- _. ,..................,,,a•,e... .,,,......,...-,>m•..,-J Ili _ ,a ER ON a 'ir __-_�. _ _ �_ __ __ _ _ _ _ L.c1 _ __ \ �'3]•g`` Ay1A.- ] PEXO B r05 rG. ev - �. 15.9P• 10 t , n tEY.,T I STEEL BLVD. oaa / 0 50 2 (PRIVATE ROAD) sPlwr6w,0 `M\q�� V -- A-V1, 11 EX. F / _______-_-________ ______-___ _____-__ _ ________ _ ________ ____________A _ ___ _..__-__ _---- __ --- ..___..___ ______ __ __ ___ _________ _________ °EH "PW _•a+�� _ 1 -ON PkE. A � ], O ---------------- �I 589"5155 E p� dd _ � �' k W j �z5t,naslnm :-1 Z , EM GrCH _EKEDGEGEMVEMEXi-- aExEX „G, k ,ape fl{ a1 STEEL BLVD. m /i___.....«....._.-......._.....-...__... _,�...-_.„,_�--„. .. _^...v.•..., (PRIVATE ROAD) II ( IN FEET ) i ; / ; 3 PHA E 1 PLAN _ m_ a 0 1 inch = 50 ft. ; ' / JTRSER� l__ o iG i I z w Y Q i I " G0M-z _ FX. WATEPEL-M:1, 1 i � t) H.p AiEA VN - ----- --------------------------------------- ----- ---- E%i(R691W_E----------------- ------------ --- -- ---- ----- --- - --- --- ----- --- ---- -- -------------- --------- - ++--�.._ ....«._..." - _.._-...._.-...._.._.... FIATY1A CfL... ----. " eaWnuuusoE Ex.sceor ElmE -._• „ sxssoui wssrwG tXEwprmaE _ ____ ______ _________ ________ ________ BEE,Gx]°, ioxxsrvPusouix.� aEGn9N]a { _( -_____ _____________________ ___________________ xnsGE.6 -. ,i, x,xlP,t.W ,, 1) ----------- z- S.L.C. CANAL No. 25 MaE,aME, ----------------------------------------- __ J - - --- p�n-^-,--roPGPaN« I 1 UU .. W ._...___ »...�.._ _...,.,....__-.. _ _ _ - - _ _ _ ____ _ _____� _ ______ ______ _ ____ - _ __ w __ _ _ 89.5151 __ _ _ __ _ _____ 127e ,nlAWoscePEsurPE6 ]om sa - 4f. .,, ... 1°' Nm f]u] sam aP ro vu o EE zi -P .En - - E 1293 IT eom --- AR ❑ ( I , .__.._ . _ _,. .... _ ]ros. u V U V *. I P 2 zz.m 1 z _...... t. ,a6�� a°°my 4 ( ) i 'V V i v V V ,,. 11�P' Ey" m as • II , , R'4 �R"i«] >roN ,,, a }ACCESSORY (PHASE 2) IL II. II GARAGE n > n > n .._. k n DORMITORY BUILDING :. FLOOP AREA = 6,568 S.F. �..; t bb F.F.E. - 21.00 6b a • s (5b (PHASE 2) wlnlniz.,.,..,,t:,»r,,,:mE11;11u,{e>staa�>E'zmm�lrno€naa:;rsaeailu{nou{au>$Inr+slmumnanlnnmmtm twl � POOL, HOT TUB 3 I I l J �mmtlllfirmm¢r: lliiflIlIIZfl�Ilil�fllowtiIllRltnR &DECK 6Gvvxm p. E' 1 A YOIX I R° 1414 1` H I a,6NAn U ' max san-ra -- nnnn`oyM '4 � I I c a LL 6 ...... _ ... _.._ I I � �p o " " w e e e' e -- -- -- -- — —= I101mnm; VA osRY, ...,,r1- 4 ...."_1 _... W , ..._,._ _ ..,.... ._.......__ �� w of \ ro, I — HASE ------- ------- -- ---- -------- - — ------ _ O .,... / wnre n,� . oox.� °. �- `�—a�u •-•—• `>s _.I DCV, P 'p��s ro �,D" _-______- ______-__. _________ _ _ _ __ ___ ___ _ _. _______- __ ____ ,rxssot ___ _- _ _____ _ __ _ ___ _ � a3p'3pFna.&. _D & �D wV STEEL BLVD. \ „° GaGPEa FA �, ., Q I a r I U (PRIVATEROAD) : xASPxA bon ` ii , EX.1 0 50 88. "Sa E P .. ...._— JJ / E% eI C W _ wsPo'a Y __ ... Ci---. ---- _._ Iinv,mssvas _ _ - � r�� / Ex. urw : Ex. EocEaPPArEMExT' _ ___ _ __ _ n r H y r _ 9 s /;'F ( IN FEET ) �// �:' _.._...._« :«......:.____.......:.....__-, __ Geu® BEa Po1 ..... (PRIVATE _- IPRIVATE ROAD) j ii m $ I 1 STELBLV➢ 0 PHASE 2 PLAN _ __ m _ _..- "EMExr , J 1 inch 50 ft. / aaWG -- --------- ----- ------------ - - --------------- DE II �II O I, 1 I I ❑ - I t„C ZLe=�-. z f t)--oN Pnrconm mu — Px.wnle,a-u,s I W ___ _____-__ _ _________ _____ ______ - �_______ _____.__Ex. r.Gggs�o_Pe _ _____________ _ _ _ ___ _ ________---------------------- 0_ _________ _ _______ _ _____________ ___ ____ ______ ___-_________ __ LLT ___ ___ _ __ , wTLNIE ._I'•. E.r.roE w STw v ________ ______ __________ __________ _-aEE,Gx,',,iGwxarvP„ 7 O xAxGE.6sssr RP112pwr : 1 o n W S.L.C. CANAL No. 25 1 - __ ----- E. roPGEa,x. r - ---------_- _ _ _ __ _ z - — --- 90' __ _ _ _ _ - _ r _ _ _ _ _ - _ _____ __ _ __ _- �_ _ __ __ _ _ _-,_ - _ __� _ __-___ ea _ ____ ____ - __ _-. - - ___ - 8=°5151"E 12031T_ _ ____ _ ____ _ _ _ _____�_� m _ _ _ _ _______ _ ________ _ _ _ _ __ _ __� __ _ _ _ me 11,1 i Z.... .. 1PVHGaG-EPRFA... Hi.. -.. ,0.Y 610 1R _. - ,°UNV,rAr-P ,rFJi __ _ .. G I !3 Y.� E%i0PCF9MY( (� .•..�,.....,. .... ... ,.�- w _-6ms-- -- -- - w nu_ .. swss m _ roG], �i _ — _ �ws '.. - rime "own a sea _ zzoz 1a9° _ ea ,a uxw E36R6 Wy] B1 'iMX R iVEC�E I I I'• _._.. .... . ............ ... .... ......... . .... ._ ooE. NG (PHASE 3) (PHASE 3) I PHASE 3 u.6a Z 7{' 'aeh� ( ) (PHASE 3) (PHASE 3) (PHASE 3).. T"'l I I' "' 4Foi COTTAGE COTTAGE ']°° I COTTAGE COTTAGE COTTAGE COTTAGE 1=,1 ^ �8 I @ - SITE 6 SITE 5 I n- SITE 4 SITE 3 SITE 2 SITE 1 8 �� , • � �. aB ° .i:..,fY l'1 •�m °n 1 1 i yg nN Il YyYp I , w `o I ;' N ,i i1339LU1tfiXgili1111�13391AA1711!@iit7tlfiftl!%9ltl%NMHgiNllldiXUiCRftt!}UW{yW� p..'. y{�'.. I• NIlONNiRti . m - d ltNt{IttlPoRltBtttil@flilti(IttlHflfRl;li IN! Otl Rp7t11Hft{kili€tEGEipEE9€EtiC{tllVfillltltill!t33iit3{{g([p{tt{;833f{lUAliiii'=.eIi3393{it{3{117Y7i3UilREFt€Nlillll37 p NUgM 11491E1lCslli33!' i 1 t '� ":! t�J 1 �3 I ... .. uu u fiimIllulpnwuuululanmlllnr.�InluuvnlsouleNmo-nNupmnimmOmeilimmnulluluiunninmlmlutunnuluml.11mm�nunnm�invinmualvnnl Gj. f �a.�.�, 5 1 "A";3 "sE I_ °Guts w ml 3 3 1414 ❑ ro ', aaa F a '. MM( IIRI1181@UU6Y, ¢4fY],n to , 1SG II t A e: DO NV WE- -- -- a, iq9 paN I111V •hSGitt} i krf4Y:,!"IIIINII IINk - - - -. - .. .. .. ... .. .. �_ \ ( III I' w EX 8 wwereun o'-nx'.�-. _ ./'• �AASM .-...... �._._ _ \>q5.3 Q i- LU __' mmwGEP 6s x.zen x'. -------------------------------- - - _-_-_ - - Ir.e ,..cl -_ --_ _�.� \ �V 1.f 115g,' - __—_ - _ 1 STEEL BLVD. GPEa., .1BBY I-1 4! h O 50 J (PRIVATE ROAD) Ex. nsmnv OMG 01 _ ______ _______ _ ________ _________ ______ __ _ _ °ER ------ ------ --------------------------------------------- -----------------_ °EGa r '�" z _ — — � �� -'"- ,_.:'---•—•---•—•'`��e•o .wM aza�,>J ,ama —•——. ___ _________ _________ _ _ ___ _ ________ _ _ 6695'S5E229 SLC PROJECT PHASE 3 PLAN W _________ ________ __—__ _ BLVD. STEEL NUMBERS °o (IN FEET) %i ."- - �•- - MNSP 420175121 /� / � ..(PRIVATE ROM) :. F 1 inch = 50 ft. ` - �sPA9E G - - -` RZ 420175120 I ENGINEERS ® SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 T 772-340-4990 2�? 772462-2455 `0 www.edc-ine.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 o W m LL ~ ❑ z¢ d $ U O W LL Z K N K Q ED 'I W ❑K C') Il = ❑ m a m ::I �2 D z F w ❑ o z w z Z U W > W O zZ O ozz5: z w w p U Of w USO w ys a z Z W of N U D w a z Z •.Oi DL a Eg N N H W EO Q❑ N E6 V O O O Q Z 1 4 ^� v Q LL Z W W V Z Z J PeA' s/ W a. Q Z J Z Q ® LL n W6i W Z W O W J s / V% 10250 SW VILLAGE PARKWAY, SUITE 201 ` PORT SAINT LUCIE, FL 34987 \ R 772-462-2455 16-129 2OF15 EX. WATER EL. = 14.15 W STAKED TURBIDITY BARRIER IN _AC_CORDANCE WITH FLORIDA p J ----------------------- ---- --EX. TOE LOP EROSIONAND SEDIMENTCONTROL-- —-----------------'u-- ---------- --�---- -- �---- —---------------- — ------ ---------------------- MANUAL. +s9s + + + S.L.C. ACANRA��/L��1No. 25 _--_____ _^9 _____________ ________-_EX. TOP OF BANK ry^ry ry (`�0, • `r • •/ ___ ______________________+___________-__-____________--____-_______-______ C M1°ry ° rr B e + U u,a.� b 4%56050 + o a j t 1 o ao B INSTALL SILT 30 b _ — — —��°�z 3ooQeyy + 1a A Ht ooss ❑ ®1° ®'r ,> ,FENCE (TYP.) 30 B ° %t'n$>, `�" 016 tti�'✓�l O I ti 3 047 4k3 "° ( 5 300 t,11 8 3 19.9 X F ui i 3 53 2 ) 0 30 6 ' ,i 8003 4 1 3 34 f� 11w, t'I 11 �i4i it7n 144 � 8 3 + J €'4,S 56 14 8 + 442 O n '' L• 'p 35UD - N0 14 W v - 1 38 O m fi13' afi SA ME 19 J 0 U �c:29 ME IC?' ME: 14 iy Ii ME: 14 ME: 14 6^ SA a o ' //��:J PROP. TREE BARRICADE Q Q U p °° °^ ? " ,a';:i +MH:' 1V ( (TYP.) s Y.6 ti I� +418 n m m p n' SEE SHEET 4 FOR DETIALS)+ c165 '" 9 0 3' SA ' ME: Z pJ I + ❑ + m o gUlt^ P EX. TREES TO O` -as, 1447 BE REMAIN a (TYP.) a( EX. TREES TO ` ' 23---10 ❑ °-' BE REMOVED—i 0 a (TYP) +so- ° 14 °4 30 0 Z O 4LSi lE 23007 23008+^ l AT1 N® ° �� CONSTRUCT STABILIZED t3sd NSTALL LAND z3o`o�*J CONSTRUCTION ENTRANCE z CLEARING W PRIOR TO CLEARING 14 REMOVE OR RELOCATE PERMIT BOX G (PER FLORIDA EROSION AND I ° 134M EX. 10' CHAIN LINK FENCE e¢ 3 SEDIMENT CONTROL MANUAL) y !!! n r INSTALL SILT Ma, 1 i• y 3016 A sa FENCE (TYP.) s 2301 ° °° 23014 015 ¢g w + i + 23013 0,tp B �� .�.. __ RimGA + 23018 U 's QD,RIM=17.80' + ,°. +.„ 4 . °. .� O❑ ++ +s ______ - _EX_8"PVC WATER MAIN--_ •—�._�.�-�.- _.-.--��-.�.-.-.-.-.-.-.-.-.-. may.-.-.-.-.-.-.-.- - - - —e9- - - - - - - - _ _ ___ _ _ __ _ __+-------------------------------------- z._________._+______________________-___________________.�____________ //��'' "'_,__.___ ^b1500 WIDE FPUA EASEMENT-------------------- 0 W ."N' PER ORB. 765, PG 228. ,6 z + oy ESTE ]L B LVD. n q9y K+^° y /°0A. r ^9,P0 (PRIVATE ROAD) Spy +. ryy XASPHALT ROAD O ZA ❑ 0 30 WAREHOUSE ;�: ,.'�` + PCN: 1430-311-0006-000-1 /; . °y .._,. _...^yo.... ._ ..._...,.,..... - ._.._..... ....._..._... _ . _ .. _,_. ,..... ,._ ,..^°o. .,....,_ ..,.._ ........._ _. ,...-.,_... . _.,.__ ........ ..-._...__ ,_ ....,_...._ o FUTURE LAND USE: MXD / ; ' ^° = NOTE: ^° + + .__ w + VACANT ZONING: IL ' / I PCN: 1430-311-0007-000-3 BEFORE THE REMOVAL OF ANY FUTURE LAND USE: MXD { IN FEET ) / ;k? w 1 inch = 30 ft /�P,' TREES, THE CONTRACTOR IS TO ZONING: IL - CO W CONTACT EDC TO VERIFY THAT ALL W APPROPRIATE TREES HAVE BEEN 1 ' N _ __m.. __ __ .,_ TAGGED FOR PRESERVATION WITH _.._ ._._.-... ...... f a 3 J EX TOE OF SLOPE __ -__ -_ ,,.,, .._........, _... ... .. ........... ......._...... ..� ..._..,..... I .... 7 ......I _._....._.... ,...,.. ,,,.._... _ ,.. .__.......... F NOB.If{;IpIE.pP- $_________ __ ____________ _____________________ _a_____-_________-__ - .-___________ M I THE SOUTHWESTV4 H M1 EAST OF _ � � SECTION 30, TOWNSHIP 3450UTH, + �� BARRICADES IN PLACED. F,, O THE WEST I/20F z Ilry RANGE 40 EAST + + rye. SECTION 30, + + IE 3 + TOWNSHIP.J I RANGEE40 40 EAST of 1 O } 00 ry' EX. TOP OF BANK }�- �LJ I , F EX. TOP - BANK '1�' `b + A _________________________ S89°51'51"E 1283.17' _ y s — +ry +,(u° z it W + 800' (�774 ° B ^ I II I 0 300 13 ° '4 0095 INSTALL SILT +ryry try ry^� s`'a ti8 li a f�x'Il EX, TREES TO } +ry ry° I I= 1 FENCE TYP. + o- 23 0 4 1 1 (TYP.) +e. z BE REMAIN eooa PROP. TREE BARRICADE s99 i (TYP') y 0 II 1 + v t11 (SEE SHEET 4 FOR DETIALS) + " sc '8� p +s0 I IIi I• a (TYP.) �/y�� t rn \ } ^ EX. TREES TO i BE REMOVED ` I _ n0' (TYP.) � LIMITS OF II o SA ro ° SA VEGETATION y ❑ Ix^ MH 14 SA ry SA' ME: 19'� 6 O O : 14 H �' ME: 19 ^9b +ry0y +ry^ ❑ ME: * ryyI+,F.. r U + A Ld sA Wry 13A3 ME 19 w I. s9. REMOVE EX. I 1 `: PAVED DRIVEWAY z _,: ° ° y t + 0 ^0y + EX. 8" PVC WATER MAIN LIMITS OF ° } i n ° ° R t02 03 " VEGETATION ° v h43a + ; n0 ry° Q EXMM IEBOX 01 y LIMITS OF VEGETATION , ri & ' + REMOVE EX. II w 134CONCRETE WALK I (I = 1356 ° ❑ y ; REMOVE �, o-+ s0ry iR i I E ,� EXISTING ,�. .' �:� pL[•1 + BUILDING Z .Jt 19 w 5e , 1\}+--� \J 50 REMOVE EX. 4' b 1 ME: ZO a INSTALL SILT' HIGH WIRE FENCE oe3O z3oz ° ^° ��CONSTRUCT STABILIZED FENCE (TYP.)°p a 3o1s ° REMOVE EX. CONSTRUCTION ENTRANCE ° 0�3a8 +� 018 ;^° ;*^° ; 1 ELECTRICAL CONNECTION w ! 1 1 TO EX. BUILDING PER FLORIDA EROSION AND FENCE LTMPT w ts9 +s° + + tryAl +" °z _+ +s°° ; REMOVE SEDIMENT CONTROL MANUAL)i TCH _ ry —� 1 EX. WELL '. EX. CA_ 7 1- n° ^y EX 8' PVC WATER MAIN O.R. BOOK 459, PAGE 2756 ^ �° 6A3`1N• ^°°.' = +e b ° 30 8 a ___-_ _____+_ _____ __- __ __ ____+_ _- ____ _ (P.R.S.LC) _____ .�, ______ -__ _+____ - •� '� ° 010 ® ,EX. EX. 12"x18" I` W ° Z 9 4---- ` • \ 3 009 rtr 4JELL q ERCP + O r y0 rap, -_- Mom' ` \ 000 INV=18.88' tO 3 i X. ASPHALT Rono y 11 i EX. WATER VALVE • _. r., A S89°51'55"E 229.78' y a' ° ° °a R% • sy_ ICON PAD RIM=20.86' _ s0o° ^ e° sob s-y +s PER pRB�d e4s4 a'° _ O r� b II Y, f -* 0 �EX.NO 1 -+ry -TVI?4 � -.-, 0_ 11 I y0 n6 __--+-- �O ,"y'F—' EX. PVC WATER MAIN ' SIRESSPRSSN�yg4L'— ' 77 1 µ�1 3=L EX.CATCH +---^0__. PAVEMENT_ ---- w+ BASIN�Iy BENCHMARK NO 1 1ry -- - --- 9° + vy�> O ........ 18 70' NAVD 88 --_ 0'II F...._-....._. �7.....a .._ ..... _-. _.. .. •........ ................._ .....n._.._... ,.... ,®� w _..�.n,-e s ,_ ._:.....� ._ ... �_....:....._ ....®-. ( ) + ,--_•*\a' l9 '{' �I1 VEEL $\\/y IqqI11 +3\., +YV LL�_+L � ...,.-------- "pQ °# (PRIVATE ROAD) -------- wU VACANT » " »:F "-- 4�' �` EX. EDGE OF PAVEMENT '^ + r1 TRESSPASSING-}-_________________________________________ ___ �. PCN: 1430-311-0007-000-8 IEx. No sow -----------.------------------i-- II o FUTURE LAND USE: MXD Is b oI ° wZONING: IL - GO .. '" -,.„, +s° 101 `nI' - ry + �. i ..,I —nnl onn _ + s°b ry i t EX. FIRE HYDRANT LEGEND ® ® EXISTING METER -- �— PROPOSED SIGN 0 MITERED END SECTION HANDICAP STALL 7 :. EXISTING CONCRETE EXISTING PAVEMENT PROPOSED PAVEMENT PROPOSED CONCRETE 433 TREE NUMBER EX. OAK TREE TO BE �� PRESERVED EX. CABBAGE PALM TREE TO BE PRESERVED EX. PINE TREE TO BE PRESERVED EX. OAK TREE TO BE REMOVED 1111 hr. EX. CABBAGE PALM TREE TO BE REMOVED EX. PINE TREE TO BE REMOVED CALL 48 HOURS BEFORE YOU DIG IN FLORIDA CALL TOLL FREE 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. 0 30 ( IN FEET ) 1 inch = 30 ft. SLC PROJECT NUMBERS MNSP 420175121 RZ 420175120 1 ENGINEERS 0 SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 T 772-340-4990 772-462-2455 -'0 www.edc-ine.com F B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B.CERTIFICATE OF AUTHORIZATION 8098 3 v r o Z m } N W m - W LL Z O p❑ M J W F p ❑ W U O (6 J O g a h N w N FN- W 'U = o H U} Q � F- Z w O W U Z W OJ Z J LL 0U C rE K a a Z W Z 00 a w w w W W w m m N N N N 7 000 9 4 a fr LL at CL ® LL W r W 'J1 _V Q Z x CC C ♦A Mi W > W S B ...I o ® ' LL `y 1" W W 0 V V O W ® V J Ito N * , N9. 82278 r R. R A1WMONe 'I�22i70 ?✓�'fw.. ] 1 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 \ z4s' 772-462-2455 x 16-129 3OF15 LAND CLEARING DEBRIS DISPOSAL METHOD: 1.) DEBRIS WILL BE SORTED ON -SITE IN THE STOCKPILE AREA AND HAULED OFF -SITE FOR REMOVAL. NO BURNING WILL OCCUR ON -SITE. SOIL STABILIZATION METHOD: 1.) GEO-TECHNICAL EXPLANATIONS HAVE INDICATED THE ON -SITE SOILS ARE SUFFICIENT FOR USE IN ROAD/LOT CONSTRUCTION. ON -SITE SOILS WILL BE PLACED AND COMPACTED USING VIBRATORY ROLLING MACHINES. EROSION CONTROL DEVICES: 1.) CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING EROSION AND SEDIMENT CONTROL USING THE LATEST FLORIDA EROSION AND SEDIMENT CONTROL MANUAL STANDARDS. 2.) EROSION CONTROL DEVICES SHALL BE POSITIONED AT LEAST 5 FEET FROM PRESERVE AREAS. d 3.) ALL EROSION CONTROL DEVICES AND PRESERVE BARRICADES TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND z WATERWAYS WILL BE IN PLACE PRIOR TO THE PRE -CONSTRUCTION MEETING.. CONTRACTOR TO HAVE COPIES OF PERMITS AND CONSTRUCTION PLANS g ON THE SITE, IN THE PERMIT BOX, ITS LOCATION IS SHOWN ON THIS PLAN. W 4.) ALL CONSTRUCTION BARRICADES, SILT FENCES, AND TURBIDITY BARRIERS WILL REMAIN IN PLACE AND BE MONITORED FOR COMPLIANCE BY THE PERMIT HOLDER DURING THE PERMITTED DEVELOPMENT ACTIVITIES. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR m� UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY, 4 F 5.) FOLLOWING CERTIFICATION OF OCCUPANCY FOR THE DEVELOPMENT, ALL BARRICADES AND EROSION CONTROL DEVICES SHALL BE REMOVED AND 0 DISPOSED OF BY THE CONTRACTOR. € DATUM NOTE: LU 1.) ALL ELEVATIONS SHOWN ON THESE PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD). A TYPICAL ACCEPTED CONVERSION TO NGVD FROM NAVD IS==>NAVD = NGVD - 1.475'. rn CLEARING NOTE: z 1.) LIMITS OF CLEARING TO INCLUDE ALL AREAS WITHIN BOUNDARY LINE AND UP TO THE SILT FENCE, AS SHOWN ON THE CLEARING AND DEMOLITION PLAN. w 2.) ALL NON -PROTECTED EXISTING VEGETATION (EXOTICS) IS TO BE REMOVED, UNLESS OTHERWISE NOTED. 'm 3.) NO ADDITIONAL LAND CLEARING SHALL COMMENCE UNTIL A SATISFACTORY INSPECTION OF THE REQUIRED CONTROL STRUCTURES AND BARRICADES L) HAS BEEN OBTAINED: 4.) A LAND CLEARING PERMIT MAY BE OBTAINED SUBSEQUENT TO THE SATISFACTORY INSPECTION OF THE CONTROL STRUCTURES AND BARRICADES. THIS ❑ PERMIT SHALL BE POSTED IN THE PERMIT BOX, ITS LOCATION SHOWN ON THE CLEARING AND DEMOLITION PLAN. 0 5.) TREE PROTECTION BARRICADES ARE TO BE CONSTRUCTED PER ST. LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 6.00.05.C. 5GENERAL NOTES: 1.) PROPERTY CORNERS SHALL BE LOCATED BY A LICENSED LAND SURVEYOR AND CLEARLY MARKED IN THE FIELD PRIOR TO THE ENGINEERING DEPARTMENT'S PRE -CONSTRUCTION MEETING FOR SITE DEVELOPMENT. w Q W of 0. 3 OAK TREES P = SIZE (INCHES). 345 18 0 350 16 399 12 w 402 12 412 14 ❑ 413 14 416 14 w 419 24 O 421 12 433 12 n= 456 30 O 461 36 w 469 14 w 478 36 n 464 18 w 505 12 510 24 p 566 12 w 1275 42 i 1277 16 O 1279 14 ❑ 1280 12 0 1281 26 w 1299 30 z 1311 44 W 1319 60 W- 1344 14 O 1346 18 ¢ 1348 18 m 1360 40 1365 18 0 0 1369 36 Z 1370 24 j1384 12 1393 12 z 1407 26 1409 24 1414 30 1415 18 1418 28 Z 1436 14 �a 1437 18 = 1438 12 ❑ 1439 42 Iw- 1441 24 w 1470 12 W 1489 12 L 1493 12 In 80016 10 B 80022 16 m 23011 11 0 23012 6 p 23013 8 23014 6 23015 4 y 23017 8 O 23018 22 23019 8 y 123020 6 = 23021 1 6 = 23023 8 23025 6 EDIT(") I I(INCHE 36 363 28 36 368 22 24 384 36 24 406 14 28 411 12 28 431 24 28 438 18 48 442 12 24 477 18 24 490 18 60 497 40 72 526 24 28 529 12 72 554 16 36 1273 16 24 1274 24 48 1285 14 24 1317 30 84 1318 28 32 1324 14 28 1333 20 24 1334 14 52 1336 12 60 1352 24 88 1361 14 120 1366 18 28 1367 12 36 1394 26 36 1395 14 80 1396 12 36 1397 14 72 1398 14 48 1408 12 24 1410 24 24 1411 18 52 1413 12 46 1416 14 60 1417 14 36 1447 12 56 1449 14 28 1450 20 36 1453 14 24 1454 16 84 1452 18 48 1455 12 24 1475 14 24 23004 19 24 80029 12 20 32 22 12 16 12 8 16 44 16 12 12 16 12 BE REMOVED PINE TREES PRESERVED PINE TREES TO BE REMOVED MITIGATION # SIZE MITIGATION # SIZE MITIGATIOI CREDIT (") (INCHES) CREDIT(") (INCHES) CREDIT (") 56 561 12 24 346 26 52 44 565 14 28 369 24 48 72 1269 20 40 371 24 48 28 1270 14 28 374 24 46 24 1340 12 24 423 32 64 48 1341 12 24 524 18 36 36 1343 18 36 1286 16 32 24 1356 20 40 1287. 18 36 36 1358 14 28 1288 20 40 36 1442 24 48 1290 48 96 80 1445 18 36 1291 18 36 48 1479 12 24 1292 18 36 24 1480 12. 24 1293 20 40 32 1481 12 24 1296 22 44 32 1484 12 24 1351 24 48 48 1485 12 24 1353 24 48 28 1466 16 32 1354 18 36 60 23001 22 44 1355 20 40 56 23005 5 10 1362 12 24 28 23006 5 10 1363 12 24 40 23007 5 10 1472 24 48 28 23008 11 22 1473 12 24 - 24 23009 4 8 1474 20 40 48 23010 3 6 1477 12 24 28 23024 9 18 1478 14 28 36 1495 14 28 24 1496 12 24 52 1497 14 28 28 1498 16 32 24 1499 12 24 28 1500 12 24 28 1501 16 32 24 48 36 24 26 28 24 28 40 28 32 36 24 28 38 24 'RESERVED ]BE REMOVED # 1 30008 1 30001 2 30009 2 30003 3 30010 3 30005 4 30011 4 30006 5 30012 5 30007 6 30015 6 30013 7 30016 '7 30014 8 30017 8 30018 9 30019 9 30026 10 30024 10 30027 11 30038 11 30028 12 30046 12 30029 13 30047 13 30030 14 30048 14 30031 15 30049 15 30032 16 30050 16 30033 17 30052 17 30034 18 30053 18 30035 19 30054 19 30036 20 30055 20 30037 21 30056 21 30057 22 30063 22 30058 23 30070 23 30059 24 30076 24 30060 25 30089 25 30061 26 30095 26 30062. 27 30108 27 30064 28 80003 26 30065 29 80011 29 30066 30 80012 30 30067 31 80013 31 30068 32 80031 32 30069 33 80032 33 30071 34 80033 34 30072 35 23002 35 30073 36 23003 36 30076 37 23016 37 30079 38 23022 38 30080 39 30086 40 30091 41 30092 42 30094 43 30097 44 30098 45 30099 46 30102 47 30103 48 30104 49 30107 50 30109 51 80020 52 80027 53 80028 1,165 1 2,330 1 1 859 1 1,718 1 1 318 1 636 1 616 1 1,232 1 38 1 1 53. i PINE & OAK TREES ARE MEASURED @ (DBH) 4}' ABOVE GRADE. PALMS ARE 10' (CT) CLEAR TRUNK. SIGN - O FTP 20-06 FTP 21-06 2' CONCRETES P CONCRETE STOP PIDY D 13o31SABLEB PERMIT ONLY = FINE PARKING BY 3 5250 nlnrz DISABLED 3 3 FTP 22-06 PERMIT ONLY 18' J 3 m m m m FINE 16'. �M''� Elsa MAx FTP 22-06 WHITE WHITE NOTES: BO° 1. FTP.20-0Bi TOP PORTION SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER 2. FTP 214M: TOP PORTION SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND ., BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE BWHITE ORDER. BACKGROUND WITH BLACK OPAQUE LEGEND AND _ 12' 12, 3. FTP 261IS FOR USE IN AREAS WHERE SPACE IS LIMITED. S' 4. FTP 2242-081S SUPPLEMENTAL PANEL FOR THE FTP 20-08 $ FTP 21-0851GN3. MIN- MIN. MIN. 5. HEIGHT SHALL SE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OF "PERMIT ONLY' SIGN OR e FEET TO THE BOTTOM OF 1250 FINE' SIGN. HANDICAPPED SPACE DETAIL 6. REFER TO FOOT INDEX No. 17MG FOR PAVEMENT MARKING DETAILS $ FOOT INDEX No. 17355 SIGN DETAILS. 1 2, PAINTED STRIPE (TYP.) 6 NOTE: I CAR STOP ALL PAVEMENT MARKINGS PER FOOT o INDEX #711-001 & SIGN DETAILS FOOT (NP') INDEX #700-102 OF THE LATEST FOOT DESIGN STANDARDS. a 18, 1 TYPICAL 18' PARKING STALL Ed a Of Detectable s2" , 2.3 . Dome Pattern Shall Be Warning f -'I In -Line With Direction l l ' Of Travel J O o s° �} Truncated Dome D 2.. O O (See Detail) Integral I Dame O O O �- TRONCATED DONE O O O O PLAN VIEW All Sidewalk Curb Ramps shall have Detectable Warning Surfaces that extend the full width of the ramp and in the direction of travel 24" (610mm) from the Back Of Curb & should be "cured in place" type not "screwdown". NOTES: REFER TO FOOT INDEX 304 FOR FURTHER DETAILS CURB RAMP DETECTABLE WARNING DETAILS FOR STRIPING PLAN TREE COUNT (MITIGP 2,330 + 636 = 2, 1,718 + 1,232 = 2, (TO BE PRESERVED) (TO BE REMOVED) ITIGATION (CREDITS) 48" HIGH DENSITY ORANGE POLYETHELENE SAFETY FENCE WIRE OR ZIP_ TIES TO SECURE SAFETY FENCE TO POST EXISTING CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. h 72" T-POST DRIVEN 20" MIN. BELOW GRADE A -- r - NOTES: 1. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. 2. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 3. MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. TREE PROTECTION SAFETY FENCE DETAIL DENSITY ORANGE --LENE SAFETY FENCE 72' T-POST DRIVEN BELOW GRADE ZIP TIES TO SECURE -ENCE TO POST GRADE Safety Fence, 72" T-Posts LEGEND SAF12 48' ORANGE FENCE, 12 FEET O,C, SAF11 48' ORANGE FENCE, 11 FEET O.C. SAFIO 48' ORANGE FENCE, 10 FEET O,C, SAF9 48' ORANGE FENCE, 9 FEET O,C, SAFE 48' ORANGE FENCE, 8 FEET D.C„ SAF7 48' ORANGE FENCE, 7 FEET D.C. SAF6 48' ORANGE FENCE, 6 FEET OZ. Sensitive Area/Tree Protection www,eroslonrunner,com 1. ALL SENSITIVE AREAS SHALL BE PROTECTED AS PER PLAN. 2. ALL TREES IN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PRESERVED AND PROTECTED WITH HIGH VISIBILITY FENCE AS PER PLAN. 3. WHEN PRACTICABLE, INSTALL HIGH VISIBILITY FEET OUTSIDE OF THE DRIP LINE OF THE TREE. 4, SAFETY FENCE SHOULD BE FASTENED SECURELY TO THE T-POSTS'. 5, THE FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION) ANY CHANGE OF THE PROTECTIVE FENCING MUST BE APPROVED. SLC PROJECT NUMBERS MNSP 420175121 RZ 420175120 ENGINEERS Q SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 9 772-340-4990 T 772-462-2455 -B www.edc-Inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B.CERTIFICATE OF AUTHORIZATION 8098 3 d O J ❑ m W W ly W LL Z O O W F �W �� 0=g W'S � 00 p N V 0 N W N N O: 0 2 p O )FU )FU WO 0 ❑ O 0 w Li 0 0 LL Z R J J 0 a w w oo w Woo i z a a v ❑W ❑W °w w W 0 W W N n7 N W N cE N N N a N oS a o 0 o yV 5 I0i z L ®ma®6yy B? !1 Uj jj�j^*� qj •rf� g q co L .11 Z ens.. z 0 LU () UJ �/� co ra/ J (O 111111,s / f f / t No 82270 /-zt-10 R�R2SoN;°r,*.EV227o I I®11 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 Y4 772-462-2455 f 40F15 rJ- 0 3 w m x z GENERAL NOTES EROSION CONTROL SECTION 1.0 SITE DESCRIPTION 1.A NATURE OF CONSTRUCTION ACTIVITIES THIS PROJECT WIL BE CONSTRUCTED IN THREE PHASES. CONSISTING OF 6 COTTAGES, 1 ACCESSORY GARAGE, A CLUB HOUSE, AND 12RV PADS. BUILDINGS TOTALING 13,514 SQ. FT. AND 74,000 SQ. FT. OF PAVEMENT, CONCRETE, & PAVERS ON 5.204 ACRES WITHIN ST. LUCIE COUNTY, FLORIDA. 1.B SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES THE FOLLOWING SEQUENCE OF MAJOR ACTIVITIES SHALL BE FOLLOWED UNLESS THE CONTRACTOR CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL OR EXCEEDS THE EROSION AND SEDIMENT CONTROL PRACTICES DESCRIBED IN THIS DOCUMENT, AND IS APPROVED BY THE ENGINEER. THE DETAILED SEQUENCE FOR THE ENTIRE PROJECT CAN VARY SIGNIFICANTLY FROM CONTRACTOR TO CONTRACTOR. .THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. 1. PLACEMENT OF ALL EROSION CONTROL DEVICES. 2.. CLEARING AND GRUBBING, EARTHWORK AND EXCAVATION OF PONDS. 3. STORM SEWER CONSTRUCTION; ALL STORM SEWER SHALL BE CONSTRUCTED IN THE UPSTREAM DIRECTION. 4. EARTHWORK ASSOCIATED WITH ROADWAY, CURB, SUBGRADE; BASE AND PAVEMENT. 5. FINAL SEED AND MULCH AND OR SODDING OF THE UNPAVED PROJECT AREA AS CALLED FOR IN PLANS. l.0 AREA ESTIMATES TOTAL SITE AREA: 5.204 ACRES TOTAL AREA TO BE DISTURBED: 5.204 ACRES 1.D RUNOFF DATA RUNOFF COEFFICIENTS: BEFORE: 0.30 DURING: 0.30-0.81 AFTER: 0.81 SOILS DATA: THE SOILS ARE SILTY FINE SAND TO CLEAN SANDS. THE SMALL SAND PARTICLE SIZE WILL MAKE THE POTENTIAL FOR EROSION HIGH. DRAINAGE AREAS FOR EACH OUTFALL: 1.E SITE MAP THE CONSTRUCTION PLANS WILL SUBSTITUTE AS SITE MAPS. LOCATIONS OF THE REQUIRED INFORMATION ARE DESCRIBED BELOW. DRAINAGE PATTERNS: THE DRAINAGE FLOW DIRECTIONS. ARE SHOWN ON THE PAVING AND DRAINAGE PLAN.I. APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN ON THE PAVING AND DRAINAGE PLAN AND CROSS SECTIONS. AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE INDICATED ON THE PLAN. ANY AREAS WHERE PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE DISTURBED. AREAS NOT TO BE DISTURBED: FOR THE PURPOSE OF THIS PLAN, IT IS REASONABLE TO SAY THAT ALL AREAS OF THE PROJECT WILL BE DISTURBED DURING SOME PHASE OF CONSTRUCTION. LOCATIONS OF CONTROLS: THE EROSION CONTROL DEVICES AND LOCATIONS ARE SHOWN ON THE PAVING AND DRAINAGE PLAN AREAS TO BE STABILIZED: TEMPORARY STABILIZATION PRACTICES ARE ALSO SHOWN ON THE PLANS, IF APPLICABLE. AREAS OF 'PERMANENT STABILIZATION ARE SHOWN ON THE PAVING AND DRAINAGE PLAN. SURFACE WATER: SURFACE WATER DISCHARGE IS SHOWN ON THE PAVING AND DRAINAGE PLAN. THE SURFACE WATER OF THE PROJECT WILL DISCHARGE TO THE DRY DETENTION AREA TO THE WEST SIDE OF THE PROPERTY. 1.F RECEIVING WATERS THE SURFACE WATERS OF THE PROJECT DISCHARGE DIRECTLY INTO THE F.P.F.D.D. CANAL No. 25 ON THE NORTH SIDE OF THE PROPERTY.. 2.0 CONTROLS 2.A EROSION AND SEDIMENT CONTROLS 2,C.3 STATE AND LOCAL REGULATIONS (WASTE, SANITARY, AND SEPTIC) THE CONTRACTOR IS SOLELY RESPONSIBLE FORM DOCUMENTING THIS PORTION OF THE SWPPP. 2.D STATE AND LOCAL PLANS THIS PROJECT QUALIFIES FOR A "INDIVIDUAL PERMIT"FROM THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD). 3. MAINTENANCE ITEM .MAINTENANCE POSED REPLACEMENT INTERVAL SILT FENCE IN ACCORDANCE WITH THE FLORIDA EROSION 6 MONTHS AND SEDIMENT CONTROL MANUAL AND FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104. PONDS REMOVE SEDIMENT WHEN IT BECOMES 0.15M 6") DEEP. SYNTHETIC BALES REMOVE EDIMENT WHEN IT REACHES 3 MONTHS 1/2 HEIGHT OF BALES. THE CONTRACTOR SHAL, MAINTAIN RAIN GAUGES ON -SITE AND RECORD DAILY RAINFALL. THE CONTRACTOR IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION 104 EROSION CONTROL PLAN. 4. INSPECTION QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. WHERE SITES HAVE BEEN FINALLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. POINTS OF DISCHARGE TO WATERS IN THE UNITED STATES. POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM SYSTEMS. DISTURBED AREAS OF ]HE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. AREAS USED FOR STORIGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. STRUCTURAL CONTROLS, STORMWATER MANAGEME T SYSTEMS. LOCATIONS WHERE VEHICLES ENTER OR. EXIT THE SITE. 5. NON-STORMNATER DISC 2GES THE CONTRACTOR IS REQUIRED TO SUBMIT A DEWATERING PLAN TO SFWMD FOR APPROVAL PRIOR TO COMMENCEMENT OF 2NY CONSTRUCTION ACTIVITIES THAT REQUIRE DEWATERING. THIS PLAN SHALL INCLUDE ANY S OCKPILE AREAS AND EXCAVATION AREAS. SEE SFWMD RULE 40 D-2 CONSUMPTIVE USE OF VATER, RULE 40 D-3 REGULATION WELLS SPECIFYING REQUIREMENTS FOR DEWATERING AND ERP APPLICATION SECTION E, SUBSECTION D CONSTRUCTION SCHEDULE AND TECHNIQUES. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. IF CONTAMINATED SOIL OF. GROUNDWATER IS ENCOUNTERED, CONTACT THE DISTRICT HAZARDOUS MATERIALS COORDINAT R. 6. RESPONSIBLE ENTITIE THIS SWPPP MUST CLE RLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WITHIN THE SWPPP, THE CONTRACTOR(S) OR SU CONTRACTOR(S) THAT WILL IMPLEMENT EACH. MEASURE. ALL CONTRACTOR(S) AND S BCONTRACTOR(S) THAT WILL BE RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF 9HE MEASURES IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING CERTIFICATION: "I CERTIFY UNDER PE ALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF T E STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONEITRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THERE UNDER." NAME AND TITLE IAOMPPHONEAMMEU, ADDRESS, I RESPONSIBLE ITEMS ft DATE THE FOLLOWING DEFINES GENERAL QUANTITIES FOR THE SEQUENCE OF CONSTRUCTION AND THE USE OF STABILIZATION AND STRUCTURAL PRACTICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP, THE CONSTRUCTION OF THIS PROJECT IS EXPECTED TO LAST SIX MONTHS.. INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ALL COMMON AREAS WHERE CONSTRUCTION VEHICLES WILL BE ENTERING AND EXITING THE CONSTRUCTION SITE. THE DRIVEWAYS SHALL BE CONSTRUCTED USING ASOIL TRACKING PREVENTION DEVICE (SEE DETAIL)IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL AND jkftyl Sheathed EAW Steel Cabe l9BGO lbs. Greaklnp SirNpihl Wlth FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104 . GEIVMIZCd Conneorore frooI Free DlsMAnMN Closed Ce// Solid Plastic Foom Slotted PVC Connector Pipe F/otatron (`e DIE. Egulv.) (12 lbs. (Meta/ Collar Refforced) Closed Cel/ Sand Pldelta Foam Per FtJ'�A-WZ.! Buoancy) INSTALL SILT FENCES, TYPE III, AROUND ALL DITCH BOTTOM INLETS ON THE PROJECT, AND THE Flotation tB"Oro. Egulv.) m tbs. PROJECT PERIMETER. FILTER CLOTH UNDER THE .GRATES ON CATCH BASINS MAY BE USED IN LIEU Per fl. Bucycrroyl OF A SILT FENCE. INSTALL STAKED TURBIDITY BARRIERS AT THE LOCATIONS AS INDICATED IN THE PAVING AND �IB OZ. Nylon Reinforced `IB OZ. Nylon Reinforced PVC Fabrlo (3OO psi Test) PVC Fabric (JW per DRAINAGE PLAN (DISCHARGE POINTS). �. Stress Plate foonvoolzedchoIn resH with Lwrrp cromnets? 2.A.1 STABILIZED PRACTICESDn -5' Std. (Single Panel Far Depths 5' or Less), TYPETYPETEMPORARY: o" DE •5' STo R achimalBott Panel For Deptiepth, O 10 SEED AND MULCH AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 104. Curtcgn To Ready Bottom up or Depths r ro Feet. r 10Fee Panels To BE Used For Depths Species Than ro feel Unless Special Depth Curtains Spea/flml/y Called PERMANENT: For In The Plans Or As Determined By The Engineer. NOTICE: COMPONENTS OF TYPES I I[ A BE SIMILAR OR IDENTICAL ALL TABILIZATIONPRA TILE SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS AND MAY S PRACTICES GENERAL NOTES RI PROPRIETARY DESIGNER ANY INFRINGEMENT THE ON THE PROPRIETARY OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF 1. Floating ,trct turbidity For Fl are to M gold for under the BUT IN NO CASE MORE THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF contract dolt price for F/ooting Turbidlty Barrier, LF. THE USER. SUBSTITUTIONS FOR TYPES /AND II SHALL BE AS THE SITE HAS TEMPORARILY CEASED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR APPROVED BY THE ENGINEER. P. Staked price For Caked T are y by pc/tl for under Me irapi DOCUMENTING THIS PORTION OF THE SWPPP. unit prloa for 5faxeo Turbidity Border, LF. FIMM Mewan%e BAARM 2.A.2 STRUCTURAL PRACTICES Po .�t (Options, x 4' Or f� Mtn. DIE. Wood, Steel TEMPORARY: 1.33 Lbs/Ft. Min.) SILT FENCE IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL AND FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104. lB Oz. Nylon Relnforoed PVC Fabric 000 psi Test) STAKED TURBIDITY BARRIER (SEE DETAIL) IN ACCORDANCE WITH THE. FLORIDA EROSION AND SEDIMENT CONTROL MANUAL AND FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE `^ CONSTRUCTION SECTION 104. 8 Z(� h P posed Toe Of Slope Si SOIL TRACKING PREVENTION DEVICE (SEE DETAIL)IN ACCORDANCE WITH THE FLORIDA EROSION 'f8 l a AND SEDIMENT CONTROL MANUAL AND FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 8 CONSTRUCTION SECTION 104. Off Exndinp i $ R STAKED 71I'N a4RR R A STABILIZED CONSTRUCTION .ENTRANCE TO BE CONSTRUCTED (SEE DETAIL)IN ACCORDANCE WITH .,,,-/f causeway \ AND SEDIMENT CONTROL MANUAL AND FDOT STANDARD SPECIFICATIONS _ _ _ THE FLORIDA EROSION S CO 0 NU LEGEND FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104. Shore Line a ^ . Pile Locations ALL SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY \ g4. �, 4` 0-Q ® Dredge Or Fill Area \\\ UPSTREAM OF THE CONTROL, I I " TYPI� �„ I�/� " I looting Buoy w/Axlror 2.B STORMWATER MANAGEMENT TYPoa' SMre Line Limits Of Cons. I Anchor • • • . Barrier Movement Due Current Limits Of Cowl. Shore Lrne To Current Action STORMWATER WILL BE CONVEYED IN STORM SEWER SYSTEM, CROSS DETAILS, AND SWALES TO � _._._ STORMWATER RETENTION/DETENTION PONDS. l Structure All nmenl Turbidity 2.0 OTHER CONTROLS • . NOTE, Buff/ere Turbidity barriers for flowing streams and Hdal creeks may be Elmer floating, or stoked types or any combinations of 1pes met will salt site wndi/lons and 2 . C . 1 WASTE DISPOSAL NOTES: meet erode, central and water quailly requirements. The barrier types) will 1. Turbidity barriers are to be used In all permanent bodges f water be at the Contractors option unless otherwise specified In the plans, however regardless of water depth, payment will be Wrier the pay Hems) established In the plans for Floating THE CONTRACTOR IS SOLELY RESPONSIBLE. FOR DOCUMENTING THIS PORTION OF THE SWPPP.. 2. Number and spoofing of anchors dependent on current velocities. Turbidity Border and/or Staked Turbidity Baffler. Posts in sfaked turbidity J. Deployment of barrier around pile /cations may vary to a mmmodate barriers to be Installed In vertical position unless otherwise dlreated by the Engineer. construcRnn operations. 2 . C . 2 OFF -SITE VEHICLE TRACKING 4. NCY/potlon may require segmenting baffler during covistruco ran operations. S. For cadltlorwl Information see Seaton 104 of the Stamla Speclrcat/ons. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. 71N iIPPWAnW TURBIDITY BARRIERS FILTER FABRIC TO EXTEND B" MIN. FROM GRATE SIDES PREDOMINATE FLOW-..,.,, METAL INLET GRATE FILTER FABRIC TO �. CONTINUE UNDER j1 ENTIRE GRATE. a ry' w!k 4' a FILTER FABRIC TO EXTEND 8" MIN. FROM GRATE SIDES GENERAL NOTES 1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR GRIPPING WHEN SEDIMENT NEEDS TO CLEARED AFTER FINAL CONSTRUCTION. 2. FILTER FABRIC TO BE INSTALLED AND TRIMMED BEFORE GRATE IS INSET. POST (OPTIONS: 2" x 4" OR 2-L" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.) - W w T O 0 g z LO O iV oD M HEAVY DUTY REINFORCING DOUBLE STITCHED HEM r DRAW CORD POLYPROPYLENE 2 FABRIC STAKES ®t ENGINEERS Q SURVEYORS PORT SAINT LUCIE OFFICE 42" 10250 SW VILLAGE PARKWAY SUITE 201 IL PORT SAINT LUCIE, FL 34987 11 'M 772-340-4990 tyl M 772-462-2465 RECOMMENDED TOE -IN NOTES: 1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE. 2. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCE AFTER EACH RAIN EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 3. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFFSITE AND CAN BE PERMANENTLY STABILIZED. 4. THE SILT FENCE SHALL BE PLACED ON SLOPE CONTOUR TO MAXIMIZE ITS PONDING EFFICIENCY. SILT FENCE DETAIL OPTIONAL POST POSITIONS FILTER FABRIC (IN r I CONFORMANCE WITI SEC. 985 FDOT SPEC. ELEVATION PRINCIPLE POST POSITION (CANTED 20- TOWARD FLOW) FILTER FABRIC SILT FLOW SECTION NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STACKED SILT FENCE (LF). FILTER FABRIC DETAIL Approach Length Swale Sediment Pit -� Approach .Length As Required Flller Fabric Type D-1, Intlex No. 199 TRANSITION DETAIL 31:(.IIVIY A -A G' �L_t�=_8 As foant;red Based On Flow And dtf*- 50' Std Hay Bales Existing Roadway ° ®-- Edge Of Pavement 0 m w /e� A GENERAL NOTES /. A Sell Tracking Prevention Dallas ( STPD ) shall be constructed at heentons desfgndt.q by the engineer far polo!, of egress from ,,stabilized areas of the project to public roads where offsHe )racking Of mud could occur Fleffio from desdabill tut armed of the construction project shall be dlrecied Ihru o STPD Barriers, flogging, orother positive means shall be used as roadbed to limit and direct vehicular eq ess across the STPD. 2 The Contractor may propose an oltematNe technique to minimize affsife frocking of sediment The olternotHe must be reviewed and approved by the Engineer prior to its use. 3. All materials spilled. dropped, or tracked onto public roads y c -------------- o Construct Paved Turnout ( including the. STPD aggregate and construction mud ) shill/be removed N ( Index No 515 ). May Be - y, ar more. (re moll if so eirected b the En Ineer. doll W Y y.. q ¢ r Deleted If Approved PP 4. A re efts shall W g be as described in Section 90/excludin 901-2.3. 9 0 T Engineer. B he En tee. Y 9 A r tt ,roll F I 99 e9 007 ciao if this Sloe is of available the next 3 3Y le s Si e he Pp Enginee smaller r ma a FlZe aggregate ma be srbslifused with the approval of t Engineer, i 9 ,Mini, .excessive ,moll aggregate will track off the ro'e!t 9P 1 = -------------- suits le and ore Unsuitable, ti u, 5. The sediment pit ,Mud provide retention volume of 36W cubic H feetn acre of Fdrfaae area draining to the n i. - o 5' When from other drainage areas, the following in STPD atsfyt oom pit Vplumes Will FpIiFYy this regdiremeN: is 15, , 50, -IDS ft301x 50' -200 Hr As an option to the sediment pit .the width of the swad when can be Increased to Mich, the volume. When the sediment pit or Swale - volume has been reduced to one hair, It shollbe cleaned. When a Swale is used, hey holesorsilt fence shall be gloved along the entire length. Slope To Drain Berm 6. The Swale ditch draining the STPD shall have a 0.2% minimum and _ a 1,0% maximum grade along the STPD ant to the sedimentieu. ]. Mitered end secllenF are not required. when the sltledraln AP/Pe R satisfies the dear zone requirements. 0 d In o condition that w)l/ allow. Y 8 the STPD shall be n wn. y ) perform Its Function. To prevent TO v log, the STPD shall yl be rinsed Taal Women in ,eel ra Grove OCCUmultlledmvd tlownwnrd IM move do mmuldl Y , V Aggregate flay Bales ftlaft bl o H ni 111 \`b Pif Volume Is Ins ,lone. Addihmm/slob'bzohon of the vehicular route leading to the STPD may be required to limit the mud backed, 9. A STPD n Dobe paid (Th under the coelmllc nsf price for sell hocking Prevention Dion e c tA. The bolo rice shall cons/f{ule full co en t n P cop sa g for construction mot n ienance re lacement of materiels, removal ant p reslaral'on of the area ufibzed for the STPD: Including cultist limited to exce.)Isn, grading, temporary pipe ( mcmed,, YES when required ), filter Below The Inlet Elevation Or The Outlet Elevation fabric. eggregote, paved iurnovif including asphalt and base construction), ditch sipbgl ration. approach amid stobll¢ahon, sediment removal and disposal wader rinsingand elsani or the STPD and cleaning of public rands, ng m e, o c Whichever l5 LOWer. SECTION 8-8 er t grassing and sod. Iraq bales sM1l fo paid for under the conder unit on p Slit force s/rol/be paid for under the con lracl for Hay e forrow, Baled; Silt unit price for Staked Sjll Forge. IF. 10 The remeha"I side of a standard STPD is /5'x 50'un/ess ' Cover Per 5' Index No. 2O5 otherwise Shown in the plans. If the volume of entering and exiling vehicles wu u I.o d0 wfdlh STPD may be used it approved by the Engineer. When a double width (30'1 STPD Is used, Me any. quenM1ry ,halite 2 far each l.ffon. Filter Fabric SLC PROJECT Compacted Bockfill " Existing Or. Temporary NUMBERS RURAL CONNECTION 5ldedrdin Pipe SOIL TRACKING PREVENTION DETAIL DEVICE TYPE 'A' MNNU NUMBERS R7 P 4201 5121 -b www.edo4nc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 w w d a O r irk 0 W m oft 0W 5 o w o o c, w a o g6 woj O A U. 1-no Z �:A ul ppew 0jLz U. lone Ed- O �g C !!W♦♦ V Sm Cgs 01,E �F-�00 J 5 OF 15 R18' 01.1 0 30 ( IN FEET ) 1 inch = 30 ft. 1 ALIGNMENT LINE DATA LINE # LENGTH BEARING L1 247.93' N890 51' 51"W ! WAREHOUSE PCN: 1430-311-0006-000-1 L2 570.45' N89051' 51"W FUTURE LAND USE: MXD ZONING: IL I L3 90.77' N890 51' 51"W L4 99.29' SO' 08' 09"W EX. WATER EL. = 14.15 J E)S. TOE OF SLOPE S.L.C. CANAL No. 25 EX. TOP ---BANK (901 R/ --t /I/) Z-__________________ M. �STA:11+29.31 a STA:10+98.74 - a5TA:9+21.53 STA:8+63.89 STA:8+51.54 - _ - _ _ - - - - _ _ OFF:204,20' 10'LANDSCAPE BUFFER STA:6+78.07 STA:6+43.99 STA:6+31.66 .STA:5 OFF:61.00' OFF:57.00' OFF:57.00' OFF:57VIA 00' OFF:40.71' OFF:57.00' OFF:57.00' OFF: 11 R18' STA:9+33.88 STA:8+80.37STA:8+10.38 OFF:57.00' STA:7+4g,22 STA:7+13.22 STA:5+90.49 OFF:57.00'OFF:57.00' OFF:57.00' OFF:57.0 /Y.7+13.22 OFF.57.00' OFF'38.00' STA:10+91.67 STA:6+84,07 (PHASE 3) STA:6+72.07 IL 05 OFF:38.33' S7APHASE 3 OFF:37.02' COTTAGE -OFF( ) (PHASE 2) OFF:37.oz (PHASE 3) 11+32.75 COTTAGE ACCESSORY STA:7+13.22 1 COTTAGE STA:10+91.67 SITE 6 STA:e OF STA:6+31.66 216.65' � 5TA:9+33.87 OFFSITE 5 5TA:7+gg,22 SITE 4 OFF:36.47' STA:8+91.15 GARAGE OFF:30.84'5TA:10+00.44 OFF:30.83' OFF:24.83'OFF:33.00' STA:6+72.07OFF.12.00' STA:9+21.54 STA:8+10.38 STA:6+84,07 OFF 2200'STA:6+43.99R18' STA:9+75.51 STA:8+63.88STA:7+19.22 5TA:6+g5.82 STA5+OFF:12.00' OFF:30.83' OFF:30.83'OFF:30.83' OFF:22.00' OFF:30.83' OFF.STA:11+00.43 rnn: In sn snsn OFF 13.00' sn pFF:13.00'STA 9+35.70 R10OFF:19.00 Mx: l4 STA:e+65.71: Mx; l4 STA:8+21.16 Mx: 14 5TA:7+75.2 MH: 14 STA:6+01.2STAaD+gi 67 -OFF 13.00' OFF:13.00'OFF:24.83'OFR13.00' OFF:24.3IR44' OFF:12.00 STA:10+19.47 STA:9, 65__ _ Mx: DRY RETENTION AREA OFF:-13.00' 10+IOFP:-17.05' _28,824 S.F. 0.662 AC 12.7% x: 14 5TA:9*42.68 STA:9+19.7 1 STSTA:7+50.47 : 5TA:7+19.97 S'(A;g+9h.U7 a STA 6+29 83X- -STA:8+93.93- STA 8.28.9h : STA:8+23.94 -STA:6 62.07 - STA6+09.05MIN. T/BERM EL. 19.6 / STA.10+5947 '9 C4�OFF 1200' OFFI'13.00' OFF:13.00' _ O' OFF 1300 - OFF:13.00' OFFA300 OFF:12.00' OFF:12.00' OFF:13.00' _STA.60 0 + 11+0 S1 A.10 29.19 5TA:9+78.70 -� _ OFF OFF.13.00' OFF.13.W OFF'13. BOTTOM EL. 15.5 OFF: 13.00 OFF:-13.00 OFF.-15 67' C3 - I'---.-. ..__. _.__ _-_ i _ -.� - : ._ ___ SUMP EL. 14.5 O STA:9+38.13 STA:8+98.13 + c B S1A:g+27.85 _ � 00 •,TFl:8+67.II5 SiA:8+58.13 -- F 8+0[STFl:7+T1.84 S1A:7+4'1.55 STA:71-31.Sq 7+00. _;STA:6+91.84 STA:6a-0�0..33 'STA:6+14.05 6+STA:6+- ` CONTROL EL. 14.50 R20' STA:10+91.67 .24 OFF 13.00' OFF :13.00' OFF:-13U0' OFF:-13.OU' OF 13.00 OFF:-13.00' 01-F:-13.00 OFF:-13.W OFF 13.00' OFI :-13.00 OFF: 13.00' OFF.-1 0 BLEEDER EL. 17.61 • OFF>12.DD' Cp2J24' :10+00.78 - - --.- --. �- - STFl:9+47 36 STA:9+07 85 --� -' '_ -- -- 5TA:11+47.93 o- OFF:-12.00' -!' -- \ STA:8+18.13 OFF,1200 I STA:9+73.72 OFF:-13.09' OFF:-1300' STA:7+01.55 -� OFFr17.79' OFF:-13.00' OFF:-13.00' STA11+5o.zo R16.29' -� § S7A:6+85.98 STA:10+53.24 TYp,) OFF:-30.00' OFF:27.00' I STAG t+41.93 OFF:-29.24' STA8+60.06 __ �� , STA 8+2006 ST Fl:7+33.77 '` STA:6+06.27 OFF:12.00' STA:10+21,41 STA.9+g0.06 _ STA:9+UO.06OFF,-30-- - + OFF:3000' STA:9+65.65 A --�� .u0' OFF 30.00 - OFF:-30.00' OFF: 30.00' j - OFF:-30.00' OFF 30 00 STA U 1 52..28 STA:8+12.28 STA:7+65.61 STA:7+25.98 STA.6+93.77 STA:6+38.11 5TA:6+09.48 - OFF:-32.13' f:�/ 'STA 10+13.62 STA:9+32.27J STA.e+g2.28� OFF: .tODO' OFF 30.00 OFF:-29.24' OFF 30.00' OFF.-:;0.00' OFF:-29.24' OFF 3000' rnlOFF. 3000 OFF:-3U.00' OFF-30.00' srAlo+3s3s RV RV RV RV RV RV 11+75.75 STA:11+75.79 OFF:59.25 RV z9s.73' oFF:z7.00 d STA,10+31.15 SITE 12 SITE 11 SITE 10 SITE 9 SITE 8 STA:7+47.73 SITE 7 SITE 6 STA:6+20.22 SITE 5 I J OFF:-67.88' S IA 9+506 \ °STA 9+14.02 \�,5TA.8+(4 09 \ OFF:-592511 OFF:-59.25'_OFF ✓-OFF 59,25' r�OFF' 59.21STA:9+47.31 y59.STA:7+4352 STA.7+03.5STA:6+6 01 STA:5+76.STA:10+29.6STA:9+g054 STA:9 STA:7 OFF.7695' .OFF:-67.88 OFF:-67.88OFF:-6788 OFF:59.25' OFF:-67.88OFF:-67.88OFF:-5OFF-67.88' OFF: 67. ' STA:9+46.27 STA:9+08 31 STA:8+68.32 STA:8+28 32 STA:7+97.02 STA:7+42.02 STA:7+02.02 STA:6+70.73 STA:6+14.52 STA 5+7 " ' S O: F;-77. 5 STA::+7.88' OFF: 74A > OFF:-74.40 OFF:-74,40'^ OFF:-74.40' OFF:-77.25' OFF: 74.39' OFF: 74.39' OFF: 77.25' OFF:-74.40' OFF:-7 R18' 'i -:�' OFF:-77.25' OFF:-74.88' n -n r, STA:11+96.20 STA:11+96.19 Mx: 1 P; + STA:12+ 1.53 STA:9+g6.33 STA:9+77.02 STA:8+77.02 STA:8+37.02 STA:7+89.23 STA:7+42.20 STA:7+10.73 STA:6+62.94 STA:6+14.69 STA:5+83.23 STA:FFA2 86 '� OFF:-77.25' OFF:-77.25' OFF:-77.25' NDSCAPE FFER OFF: 77.25' OFF:-77.25' OFF:-77.25' OFF: 77.25' OFF.186.33' OFF:47.40' O12+0 .0 ) OFF:-1 . 0' OFF: 77.33' OFF>77.25' Ok.6+1 . STA.:+09.23 STA:8+69.23 STA:8+29.23 STA,7+02.94 STA:5+75 ftiRAA(9FI8A OFF:-77.25'- OFF>77.25'OFF:-77.25' s 5 4 OFF:-77.25' OFF:-77 iL �D�RIM=17.ea STA:9+08.49 STA:8+68.49 STA:8+28.49 STA.7+02.20 STA:5+7jL 4 ±'�.� _ _ _ OFF:-77.25' OFF.-77.25' OFF.77.25'_ OFF'-7725'_ OFF.77 S82°29'06.66"E �- R25' ! EX. B"PVC WATER MAIN __ _ _ - .-_..��. �-,-_ _. _ __. _._._ _ - - - _ .._._._._._._._._._._._.. ._._._---._._._. 233.76'-------------------------------------------------------- ----------------S ________________________________________________ __------------------------------ 11 1500' WIDE FPUA EASEMENTEMENT - ALIGNMENT CURVE DATA CURVE # RADIUS LENGTH Cl 50.00' 37.82' C2 115.00, 87.00' C3 112.00' 32.31' C4 88.00' 25.39' C5 32.00' 50.27/ - R25' PER ORB. 765, PG. 226 - STA:12+26.52 STEEL BLVD. v OFF:-37.44' STA:12+31.18 (PRIVATE ROAD) X. ASPHALT ROAD IL Lu JE IF VACANT r ` / / ( PCN. 1430-311-0007 000 8 ' I FUTURE LAND USE: MXD ZONING: IL - CO w ----------- �EX. TOE OF 3LOPE- _ -- --------- --------- ---------- - I EAST NEOF ---E WEST1/2 OF ----------' THE SOUTHWEST7/40F TH W "' I1 II� III .1� 15 SECTION 30, TOWNSHIP 34 SOUTH, SECTION 30, �• I I i \ - RANGE 40 EAST TOWNSHIP 34 SOUTH, J I I \i RANGE 40 EAST I 1130 i - TOP - BANK _____ ( , C EX. TOP OF BANK _--________ i�__________________________-.-____-__---_-____--__._ __-___-___-__--__--- 9 U 11 I I. - - - - - - - - Q ; ( IN FEET ) I S89'51'51"E 1283.17' - - _ - _ - - _ _ I ,I I 1 inch = 30 ft. STA:6+43.99 STA:6+31.66 .STA:5+7q,01 STA:5+61.67 STA:4+73.50 STA:4+61.16 STA:4+03.51 STA:3+91.17 I' w STA:6+78.07 UFFEft 1V LANDSCAPE BUFFER STA.2+98.93 STA:1+63.87 STA:1+40.53 STA:1+06.53 I AIRPORT 0 OFF:40.71' OFF:57.00' OFF:57.00' OFF:57.00' OFF:5700' OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.00' OFF:97.65' OFF:102.34' OFF:111.00' OFF:111.00' PCN: 1430-131-0001-000A STA:5+90.49 STA:5+20.50 STA:4+19.99 STA3+57.83 FUTURE LAND USE: T/U w STA:2+22.87 ..COVERGD a' li STA:7+13.22 OFF:57.00' OFF:57.00' OFF:57.00' OFF:58.50' I I a OFF.100.34' �PdRGI},' I I '{ ZONING: IL - CO O OFF:38.00' _ I' 'i STA.6+84.07 STA:6+72,07 STA5+90 9 ® .i,F--OFF:86.00' 35.33 22.67 ,33 STA:1+06.53 II V cl STA:1+86.53� I w OFF.37.02' OFF:37.02' (PHASE 3) OFF 30.83' (PHASE 3) (PHASE 3) STA4+19.99 (PHASE 3) a'aSTA:2+22.87 STAG+g0,53 OFF:100.34'0- OFF 30.83' ® ' y.o OFF:102.34' 5TA:7+13.22 1 COTTAGE I COTTAGE COTTAGE COTTAGE ow OFF:100.34' , w OFF.33.00' STA:6+31.66 STA5+61.67 STA.4+61.16 STA:3+9117 ® "•- II F OFF:30.84 SITE 4 OFF 30.84' SITE 3 STA 5+20.50 OFF:30.84' SITE 2 OFF 3084' SITE 1 STA3+54.95 ' 11 (PHASE 2) 5TA:6+72.07 OFF30.83' OFF:32.60' 5TA:2+33.87 OF6+2.0' -• - --- 5TA:4+73.49 _ _ --- STA3+62.94 ® OFF:86.00' DORMITORY BUILDING v ', S7A:6+84.07 I STA:6+43.99 - STA:5+74,00 OFF:30.83' STA:4+03.50 I J STA:6+45.82 OFF:25.34, FLOOR AREA = 6,558 S.F. z I 11 I z OFF:22.00' OFF:30,83' OFF:30.83 STA:4+75.32 OFF:30.83' sx STA3+64.49 ,+1-, (PHASE 2) LL 11 I O sa OFF:13.00' STA:5+75.83 - 4. ' ❑ STA:7+1,5 MH: 14 STA:6+01.28 OFF:13.00' STA:5+31.29 OFF:13.00' STA:4+3078 STA:4+05.33 MH: 14 a STA:2+00.99 STA:1+28.37 o I sa Sr, OFF:24.83 OFF:13.00' OFF:13.00' h:a x, STA;1+18.70 m II I ` POOL/DECK " OFF:54.00' OFF:39.00' w OFF:13.00' OFF:24.83' OFF:24.83' STA;2+07.87 OFF:39.00' O MIIz fl: 14 _.- -__ MH: 14 /HOT TUB STA:1+g0,53 OFF 4906.53 STA.2 00.99 STA:6+2.9.83. `STA:5+59.8n STA:4+59.33 4+ STA3+89.34 _, //ff •H. OFF:54.00' OFF:49.6T 0 ! I Fw- 6+9407 V"' Lh, 11,`I, '.., OFF:49.6T OFF:49.6T m I STA:6+8207 5TA:F 13 05 STA:F:13.0G - STA:4+38.55 I< +'u 1 0 I OFF:0+2P.33 z OFF:13.00 5TFl:6+04.05 OFF:13.00 STFl 5+34 O6 OFF:13.00' STA,4+83.55 OFF:13.00' STA$I,68.9A Ri2T � ' �"1"•` STA:2+33. �94.46 I F'1200 pFF:12 DD OFF:1300 OFF:13.00' OFF.13.00' OFF 1300 5+00 OFF:1300 'OFF:13.00' STA3+7275 :- OFF:45.3Z' rn OFF I700 q, �.:. OFF:39.00'ZOTFF�:49.67 :2+00.32 A. STA:0+59.81 OFC 1200 <t '' COVEREDSTA:1+40.53 - C VERI' STAR+06.53 N w +9 :- 33 TA + 613 { + LZ + STA:4+2613 SA : ' t4t1 6 ENTRY R OFF:37.00' IU ,84 7+00 . STA.6 91.84 STA.6+q4 33i STA.6+14.05 6+ STA.6+04.33 S I A 5+74 05 S 5 0 STA.4 75 85 5TA.4+35 85 4+00 2 OFF.39.00 9 OFF.39.00 I OFF:-13. 0 ! .0 ' - . OFF:13.00 :? OFF:-13 00 OFF:-13.00 STA 3+g5 85 : :: STA3+72 / , MH: 14 _ I I • g 0 OFF. 13 0 OFF. 13.00 OFF 1300 ,:OFF 1300 OFF:-1: OFF.1300 :i OFF:-12.00 STA:2+07.87:2+00.36 ., STAa+28.37 • .. STA:1+18.70 . . g +59.83 I °e' • OFF:39.00' OFF 39.00' - OFF 37.00' - "OFF:37.00' e ' - OFF:3 0' N I. 2 STA3+05 38 - ., _� 1 A STA:4+66.13 STA:2+07.87 F STA:7+01.55 4 R16.29' OFF.1300 S7.A:11.60' 5 S7A:2+07.87 STA:31.00' I . O STA:5+58.48 OFF:-13 00' STA3+80.I. OFF:37.00' F OFF:-13.00' $OFF:-2.24' R16.29' OFF.11.60' OFF:311. OFF:310. SI/1:0+g8.87 a. I z STA:6+85.98 OFF: 30.00' OFF 2924 OFF: 30.00' STA2+07.87 - � LIFF:31.00' I �' -' -' -' -' -' -' -' w 'STA4+1990 3x SI A:'I+g1.87 III STA:7+7087 EX. B"PVC WATER MAIN SOFF: 30.00 SOFF:+68.07 3000 SOFF 3000 OFF. 2924' , \. O - __-� OFI°:31.00 OFF:3100 - R30' OFF:-30.00' O OFF 18.00 STA,2+92.56 - S'IA.0+98.87�� _ I' Of STA:1+75 87 ( F- .J \ - OFF.18.Op,. // STA.0+52.24 m A:6+93.77 STA:6+38.11 STA:6+09.48 STA5+6627 STA:4+99.90 STA4+6028 :` STA.4+2028 :. STA3+88.07 OFF:13.00' STA2+59.05 -�5 OFF:31 UO / OFF, 13.00' Z R20• STA:2+.1287 R5' OFF.13.00 I - FF: 30.00' OFF:-29.24' OFF 30.00' OFF 30.00 OFF:-29.24' OFF 3000 OFF 3000 r OFF -30.00'' AFF.12.0T OFF 13.00' ��`- OI F 13.W' u¢ RV RV RV RV RV RV" STA:2+74.66 l 1 -i- - - -I -- - -I -- -- ) OFF:-14.56 : R103 2+00 SFA:I+39.80 SIA:1+29.90 1400 +00 'SITE 6 STA:6+2o22 SITE 5` SITE 4 STA:4+82.02 SITE 3 SITE 2 SITE 1 STA:2+31 32 STA:0.54.03 z ,i + 'R5'S'TA:2+2480 OFF. 1'00 011l-13.00 OFF:2300. w OFF:-59.25 OFF:-59.25 STA4 4202 OFF. 13.24 \ _ I �-OFF:-59.25 'j OFF:-18 00 R 1 R5' STA;U+60 03 STA:0+46.52 I - w STA:6+16.01 STA:5+76.01 STA:5+80.22 5TA:4+77.61 STA:4+37.81 STA4+02021 R12' STA.1+.,, /- - I 2 OFF-507.73 �-- �� 1.80 : _ _/ _OFF 22636 OFF:-23.00' OPF>23.00' I ❑ OFFr67.88' OFF 67.88' OFF: 5925 OFF:-67.88' I OFF 67.88 STA3+g7.81 ,.OFF: 59.25 Of-F-18.00' � y OFF>21.5h' I N37°48'44.06"E `OFF. 5925' OFF:-67.88 TA:2+5917 SSIA:2+39.03 R50' w SFA:2+24.80 R30' I ( 98.55' ~ - 3 STA3+4955 s OFF: 32.13' OFF:-29.53' se .OFF :-31.00 STA:1+44.80' _ K z STA.6+70.73 STA:6+iq,52 : STA:5+7q.52 STA5+g3.23 STA:4+76.32 STA:4+36.32 STA3+g632 w �.- S I A:1 IS.70 rn OFF:-77.25' OFF:-74.40' OFF 74.40' OFF 7Z25 OFF: 74.39 OFF:-74.39 OFF:-7439 OFF 7646' STA:2+60.81 R5' M"" an OI F:-31.00' - •, ml :' STA 2�38.93 _...-._.___ -_ OFF::f7.64' v R12' STA:O+ 34 - STA:0+16.71 9 OFF: 39.9T - o a STA:fi+62.94 STA:6+14.69 5TA:5+83.23 STA:5+35.44 STA:4+76.49 STA:4+45.02 STA:4+05.02 STA3+g6.49 SiA:3+27.92 OFF -28.84' -_-_ STA1a-31131 OFF:-2 00'� Ev OFF:41.29' w OFF:-77.25' OFF: 77.25' OFF:-77.25' OFF: 77.25' OFF: 77.25' OFF.-77.25' OFF:-77.25' DOFF:-77.25' OFF:-74.18' R12 - -STA2+2l.S5 -� OFF.-30,19' o 1 n z > SIA 1.4680 C9 STA:5+75.44 STA:4+37.24 STA:4+36.49 STA:3+97.24 5TA:2+6Z01 OFF 37.00 - �) I m OFF 3700' STA. 119.92 i m7 m OFF:-77.25' ,. .. OFF:-77.25'- OFF:-77.25' OFF:-77.25' OFF:-43.75' OFF: 51.8/ STA:0+16.52 w / STA. +6015 STA:0+54.14 ❑ STA5+7q.69 x OF -6600 OFF:-53.52' OFF:-52.49' ❑ t STA:2+58.11 p 4 i G - OFF 7725'-a> m . _ . _ . - . _ . _ . _ . _ . LL _ _ 5TA:0. 57.16 / I EX 8 PVC WATER MAIN O.R. BOOK 459, PAGE 2756 TCH _ , _ • _� - _ ° OFF:-63.3q' R5, S01 I1 6S OU' STA:O+$1.15 j {j A 2+63 - - OFF - OF - 1 d _ -_ _ - _ _ (P.R.S.LC) ____ _____ _____ �'.` � OFA 3005 Rill' I6 RCP xi8" z I � 6 0 e.99' w _ : + '�'� , _ \ :2+53.63 STA 2+51 26 15' DSCAPE BUFFER i i 1 z ` SOFF: 66.36' S _ INV=18RIT O ��__ \ STA:0+51.23 ' ❑ '� . ` O 61.73' OFF.- 6. 00 ' T OFF:-78.00' / E i EX. WATER VALVE m xASPHALT ROAD I. •TRI -�.�. U STA:2+29.16 _% %9°5155"E 229.78' STA:0+57.23 II : - ICON PAD RIM=20.86' q �.� I - PER ORB g BASEMENT ' F _______________________________ .. , _ OFF: 7597 r Ex. No OFF. 78.00 7._ -_-_ -11 - I ______________-_________________________________________-________ ____-______ 3 LLI aG ,-,-._._.-,--- _._._.-iTRC5SPA5 Nr -- _.- P1_._. 31�u �6 EX. 9' PVC WATER MAIN FF�� - R25' R25' _ :: SIGN ------- 11 �7j E%. CATCH - STA 2+60.09 2 ` STA:2+05.37 E%. EDGE OF PAVEMENT -- __-- _ _-- _ [ ' I- BASIN �,y OFF 96.22' STA.2+52.61 OFF STEEL it ^ w _ �ryMh O J "�_, OFF:-94.01, W ......�._.._�_ _ _ _ _ _ _____ _ _. ____...• .-� ._._-.. _ __....,....- _____ _ _ ..._.._... __ _ _ ____...._ _ _ _ _ _.�.,,,,, (PRIVATE ROAD) 11 z VACANT ~ �"'^�EX. EDGE OF PAVEMENT II I j PCN: 1430-311-0007-000-8 "'•^"...... EX.NO ---_---------- --------- I TRESSPASSING mm II I--1 FUTURE LAND USE: MXD SIGN 2 Nf1 I ❑ ZONING: IL - CO Q ^^�. 01 'I`" 1 �►• "4 SN PAD EX. FIRE HYDRAN O- LEGEND ® E EXISTING METER '- 0 PROPOSED SIGN El MITERED END SECTION & HANDICAP STALL -i ' I i EXISTING CONCRETE - EXISTING PAVEMENT PROPOSED PAVEMENT I ). PROPOSED CONCRETE CALL 48 HOURS BEFORE YOU DIG IN FLORIDA CALL TOLL FREE 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL CENTER OF FLORIDA. INC. SLC PROJECT NUMBERS MNSP 420175121 RZ 420175120 ENGINEERS Q SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 'M 772-340-4990 T 772-462-2455 `0 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 J O o � r j O= w Z N w mo J zg ❑ M w O 0 O Nrn I O x F w y F F > w w F o 0 z z _ O O m U U N z w w o 0- J J J Z m o Of Of o 0- 0- ZZZ x055 O U a a w w ❑ w w m m to ow�w m rn m m N N N N N O O O O O r Z O Y Q o Qw LL 6i. W J F- V Q Z T > Z Q U /H V J Z ® �!\T U. ® Z Q U Z V � ® W W U J cn '^ �\CAE„N�yry�^`; O HARRISON, '704TE OF 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 M 772.462-2455 16-129 r-* Construct 71 LF 0 30 30" CAP @ 0.00% - ( IN FEET) ° 1 inch = 30 fG t I N 7 w0 U a0 Y c W YU mU U 00 ai 0 0 0 .r- rol �Ia A r +^� WAREHOUSE PCN' 1430 311-0006-000-1 FUTURE LAND USE: MXD ZONING: IL NOTE: SOD ALL DISTURBED AREAS TO INCLUDE GRASS WITHIN THE RIGHT-OF-WAY, MEDIAN, TRANSITIONS TO PROPERTY LINES AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITY ASSOCIATED WITH 3 THIS PROJECT. CONTRACTOR TO MATCH SURROUNDING GRASS WITH THAT OF EQUAL TYPE. EX. WATER EL. = 14.15 _ --1 EL. 14.50 -------------------------------------- EX. TOE OF SLOPE ________-____A ______-_____ oL______--_ 1______--________-_-__________-____________-____- X CONST. 30" CAP TO ^ ^g. t CANTILEVER OVER S.L.C. CANAL No. 25CANAL +" + -------- --CAN---ATER. ryn'1- I (go p/W) C ry-__------ BANK ________________------- .._____-_-_-___-_____________j-_______-_______-_____-_-_-____la7 Il/VV/ _ „ram____ ------------ t try^9 {ryp§ .y+L'1'' + y e 19.50 ass { 20.00 sooz2 gti 30049 CONST. 105 L.F. SWALE @ 0.5 /02 �� -_ z� e -.-s- _ -��""�0p '° 19.50 20.00 - - 4 30 510 '} o ° 1393 CONST. 98 L F. SWALE @ 0 5%r �- CONST. 98 L.F. SWALE @ 0.5% - t9s 1470 ^ 300a8 ° ' 2302s �°�')'�� CONST. 105 L.F. SWALE os°i° 199 X �- " - SEE SHEET 7A FOR 46 2Re4' -- ^ _ 00 3 047 •}^y 505 3001 0011 BO 13 V t I' e0033 4,6 a' COTTAGE ELEVATIONS 1 fi 30052 ^g 30046 30053 Construct 25 LF J N (PHASE 3) (PHASE 3) 1 (PHASE 2) 20.50 + (PHASE 3) 15.5 sa s0003 t5"RCP@0.00% �'- �� ACCESSORY COTTAGE CO TTR c CONTROL y 1445� Ud 1 1418 4 COTTAGE SEE SHEET 7A COTTAGE ,37oF u, GARAGE STRUCTURE PER DETAIL n1 6 300� w 20.20 20.20 25 20.25 SITE 4 F.F.E. { 1h- 1a4z ar -1 19.00 SITE 6 F.F.E. FOR COTTAGE SITE 5 Z F.F.E. 20.25 .m"� ON SHEETS 23011 ¢ 21.00 ES #1Construct t105 a.00 r° 21.00 ELEVATIONS F.F. E. 21.00 0 i .) ,^N , 30055 Construct 105 LF U Urn 1 7369 ^ ' RCP o "1 n° 19.74 t 19.74 ' f, 19.24 19.50 143 sA 143s ^g0 ( i 19.49 SA { sn ' CB 9 "v��,VI 1385 lCd9 sA i ^9 9 '� MH_39 19.35 MH-1 19.50 �., t .... , . .� :. 11-a Fn 1 I - 19.73 ': 19.64 DRY RETENTION AREA 28,824 S.F. (0.662 AC) 12.7% MIN. T/BERM EL. 19.6 BOTTOM EL. 15.5 SUMP EL. 14.5 CONTROL EL. 14.50 BLEEDER EL. 17.61 Construct 48 LF J 24" x 38" ERCP @ 0.00% +/MH: 1415 1 RCP @ 0.00% ra.cx ,o.w ,:: + Q g * t : t ^yb 1 .49 230103008 5'Ll ✓.,l . , ,._,.. .. ...... ... ( ......._._...9,.i.. 19 73 �' .., _.._.,...,,. .. ,._. 19.24 ..... 19.77 _ _. . .., . ,3... 19.51 ,_.._...-` 19.44 1 19.64 \ + 23009 L• -.�_ ""' 19 46 19 66 - 19.71 ^ 1a14 I + Construct 210 LF Construct 1 5 LF p� Construct 90 LF g 484 n 19.59 aoo]a ^ _ g ! 24" RCP @ 0.00 % i� 24" RCP @0% + 15" RCP @ 0.00% ^1 N 19.49 om z3oos+ 19.69 CB #13 o aeo R 1�� ?,L07: _ uTC>'x4TtSua: _C,7S�;Qs1a?JS'O-v%^-^ : 1 °'t t RV RV I RV RV RV V RV RV Mns z I 1e.00 23oos� °"' SITE 12'-- y SITE 11 ! SITE 10 SITE E 'SITE 8 3fi0 ;SITE 7 SITE 6 ?SITE 5 481 w1. 140 ty, b b b r`1 °\�\ y o 1346 °\\ 20.0 o � t #B 3oosa a 20.00 ',. 20.00 �b {^� 20.00° 20.00 ry 1s.7a +o c _ �_ 20.00 �� zo.00 __,,...�lE L)1 �,r,�4..,. ' 419 bo sn 20.00 20.00 py 433 1 [ MHo 14]9 230 1358 23014 30016 15 � y^ 19.74 M 19.85 ^g".' n°� p ^ 20.00 20.00 20.00 ^gry 20.00 23017 20.00 20.00 + 20.00 1� '4i 23o1s 1`� 4 20.00 +^ ono + +� + y z3o1 s .eaol9�1e- 7T �- �55 „ 74'I:Z'.i=� e e , :: �."�. 14 9 y ^r y s o '=1RRIRA' ,"`, ,'., toes + REGRADE 298 L.F. SWALE @ 0 % }^ - _ } - _ - REGRADE 298 L.F. SWALE @ 0 07% + -._--,-.-.-.-•- _ 1' .�.+^r ^ EXB PVC WATER MAIN nro.-.-. �00@apt ^ MES .. ;`4 ° . __#4+ -_ _ ___ -}.. -___ _ -- _ _ +_^_ _ ___ }___ 1500 WIDE FPUA EASEMENT 18.30-__._____ ____ ____ _ ____ _____ P<1 /i -' , ta.90 ngn0. ay ool 18.7$STEEL BLVD. PER ORB.765, PG.226 y + X. ASPHALT ROAD g^... SEE SECTION D-D pp g,�, (PRIVATE ROAD) ^gay ^g'Yy : ^9°p :. :. + ! ny SHEET8 nb* ^ ----------i-----------------------------------------+------------ ---------------------------- ---- o^ 0 +^ "-- Construct 80 LF Noa yti W 17.30 //' /� y1 0, ^g°° 12"x18" ERCP @ 0.25% 4't ^y� +^y e 1 roy ^g. VACANT ._U Q y }^ + PCN: 1430-311-0007-000-8 FUTURE LAND USE: MXD ZONING: IL - CO Zi liJ -- -- .-.-., ..._ _ , ( ., .. ,.., . _,... ..�.. ....,..,.,... EX. TOE OF SLOPE TH _____-__ ---------- EAST LINE OF �j I �..I __ _ __ NORTH-LIN60P_ _ ____ ^ THE WEST I/20F 11 ,0.n`Ip ry^°1 I ry^ I ___ __ -- - THE SOUTHWEST 114 OF +ry y0 ,F^ ^`5 SECTION 30, J } { H- ------ ry SEE SECTION A -A ry I i - ------------ SECTION 30, TOWNSHIP 34 SOUTH, } .t, TOWNSHIP 3450UTH, 1 j ^g SEE SECTION B-B RANGE 40 EAST SHEET8 RANGE 40 EAST 1 i ry + U W SHEETS EX. TOP OF BANK 11 EX.TOPOFSANK +_________________ P + + ryry j 8003z _ = e20.00 t9.90 i 589°51'S1"E 1283.17• = ti � _ - e _ - p - 1299 - -t, 7279 11 � _ - CONST 1 5 L F t L } 20.00 a0o22 19.50 as _ - dp ale 20.00 - _ ,y° dF 3e9 19.50 ,y^o 8 ° y ryy° 20.05 tn2e1 II u ° CONST. 127 L.F. SWALE @ 0.4% -ONST. 12'7 L.F. SWALE @ 0.4% +ry Zv + yS1NALE @ 0 3 /o ry^ + qo p 23s2� 18.23 1 -z , - - 3ooes .ems ,yN CONST. 98 L.F. SWALE @ 0.5/0-�,,.-«s- .....--,. _.... , , ..._._......... . .. ................. .... .. ..-.. - - ti SEE SHEET 7A FOR saa31...__......... ...... _.........,...... � '40z ,... SEE SHEET 7A FOR _'P iRatb'-_ eoo3a 461 ° COTTAGE ELEVATIONS ry COTTAGE ELEVATIONS o o I ' g1 I (PHASE 3) @) (PHASE 3) Construct25 LF i (PHASE 3) 'VHASE 3) a m ® a5.33 z2'87 Suss Iw _ 20.00 t i I uj 15" RCP @ 0.00% y' w o ._ u I ---'� COTTAGE W COTTAGE COTTAGE COTTAGE rn J I ^ ®�� yo e w p1277I i AIRPORT 0 1s ao 1s.8o SITE 4 F.F. al SITE 3 F.F SITE 2 F.F.E. SITE 1 F.F.E. 1 ' �' � PCN: 1430-131-0001-000-4 g� u (PHASE2) oa g y U) c 21.00 MIN 21.00 MIN ° n ce #9 +^g POOL & DECK ( ) +g� w {n° I J ' FUTURE ZONINGLAND USE: T/U 30108 Z 21.00 MIN I 21.0 IN ao7 1.75% ' !� , PHASE 2 ^ 350 c "z }^g DORMITORY BUILDING w ` n°ry 1974.19.74 - - i I 6 ( i 19.00 FLOOR AREA = 6,558 S.F. wo 1h J 1365y sA .: , CB #10 ^ - sai I i.' m•g F.F.E. = 21.00 -{f 19.50 19 37 + 19.38 n� 19.50 19.78 ,ta 19.70 19.57 MR 19.35 N 19 30 ME: 1 19.00 _ ........ ..........._ c. .... ._..._.......,...__ ..... ,._. �4 `<...,f , °:..,..,,-; Construct 56 LOFOo° `� POOL DECK EL. TO g° gp.l W a •v° ry. }.. °p 19 73 i 19.64 .I.' .. s 1275 19 -� 15 RCP @ 0 / /1 H. ^ + >_ �...---% + - - -- ----- - • P%� BE SET BY POOL 1 21.26 1 ° ° 97.5 L.F. INV i 105.E F. INV. 19.53 H.p CB I/V 7 ti 1En 94.46 + '"� + 11 19.43 1924 �F, 0L.F. IryV. 7 ® CONTRACTOR ' 19 64 CR. @ 0.50% 19.58 19 39 I 19.24 19.30 Z-t 19.48 CR. @ 0 50% 19 77 s.,- ,: ®.... _ I "' - ti • I II -.« � . ,., n ,r +e-� 7P . ""� .. CR: 9S MAX. EL. 20.50 ' COVERED n i__.�.--_"..:.: - ._ _ -. ___•` .. - .-_... ,., r.: „ ... �. - . T1 r I;: r qr . 1 K 4 , `.... > � _9 n .. r , 5 ,. , Pi 'i..t Tf. r 7"f`ti r1T~ Tt71. _. 7 ......._ t...,,,...__..__,..Lu�ti`�`,.`v.I,JsI."` _ .. - @ 0.: o ,d. p g• (e0T 1 I :pi 'r T1""Tj- T T _,. t„w - _.°.u1...._ZC .-.L..J.!...v.!.�..,., .. z. S/ .p,t.=iy;: ENTRY i I FLUSH :. PORCH 2O.80 n. I 1 ,. x._. A ts.7a z6 I .,. -__ t1i z Il.a '. 19.24 19.64 19.74 g� 19 58 105 L F. INV.. 19.38 .24 '� me: 14 ^ : ---' .. a a. ME #2 t > i9.49 19.52 19.36 C19.00 :.' -CB #5 {^ CR. @ 0.50%y: 19.00 ..+,, .�` A/ r1ry H.P. Construct 210 LF '^ 3S o 20.80 �, ' TIH� 20 80 •. 101 n E\_..... 79S 20.24 __ y il1 D :..,.° ,. .._..._. . °. .. .... s....__ 24 RCP @ 0.00%..._... 1 ,.. 19 77 ... da� _. 19.78 19.54 _ ... :. _:� st 20.30 20.80 c? 20.3020.30 �? 20.80 an °: 19.73 .•..• ? S ..._.. 19.32 19.36 "" -- ^-, y. EX.B PVC WATER MAIN _ ^gY ^gA �� lsso 1 5 LF } + { i i - ^go �� 2,);G... 20.30 I 1, �`l. + 20.30 : 2a°z3 a o-:; 12" FLUSH HEADER J '� o{ \,S2 y ..._ .., F� L _Y..... _ - m. �_�: ° E 7 CURB SEE DETAIL) ° 19.69 I `� n°' 19.78 0 20.01 20 08 20.22 21 25 i.) ry^ 21.14 i z�� - L- r �+ L f300:1 sol a y RV I ` RV Construct 73 L F ' ' w Construct 97 L.- HP� (:I - -- II 12' x18U ERCP @ -0.33% I RV' RV s RV r 18 RCP @ 0,00 /o y '?y - 15" RCP @ 0 lA)'io o s{ RV - SITE 3 SITE 2 SITE 1 1s.00 + iaio� lssz s.77 zo 10� i q 2 t: F SITE 6 SITE 5 SITE 4 ° 3.83 / 40% SEE SECTION F-F --- L i L97LF INV C @058 /0 CB#T 751_I INV. CR.@0.,58 /° ��t I.� SHEET8 .,. .:..... _ 1346 b b fi, + 135s I[; d :i. F' „!I,n 'v4vr19.30 +E20- TYPE D' __�_ ^9 _-_ I . r ;. 1.. C t i, CB. #3......,... I // .za 20..;4 . I t.12" FLUS:.. 19.6fi -...19.90 CURB SEE DETAILb LS.74_.. / �20_04 .,n� / z ( ) 1: %Construct 55 LF ' _ ! I °; e° 41s 20.00 20 00 20.00 20 0 s rtn: z 20.00"�. ;;-,± YP=' el a Nut. r ____-._.___- _:___:. • o n ..'o d n 15 RCP @ 0.00 /o { ,+/ ° }. 416 0 11 + `� _- . ___- /� TYPED o o.. i zl ryp w 1 ' 23021 i d 20.00 20.00 20.00 y. 20.00 20.00 20.00 _ (CURB. G o g ry Iry ^ n 20.00 20.00 '. 20.00 20.00 g. 13a1 g ^q ps91' '� 19.9a - j-_,T' z ^ c 20.00 20.00 13 20.60 19.38 c _ + m O 348 t 23018 + - 3001z '{' 4 1a1s TYPE 'D' 125 L F FYPF F' 20 u2 M#3 21.02 1 sl ry 20 BO CURB Q 20 #3 t� s ^�- ° ^° y' REGRADE 68 LF?SWALE@0.22/0 \ dF 20.80 20 f>O1 CUR.8„GUTl CR. ❑ { ji EGRADE 298 L.F. SWALE @ O.W /o { _ -„ pa o ry fin\ 20 10 20.50 r I j Z - a - - - in. _ ..�"'-- . - - - _ery - . - . _ . _ . - . - . - . - . S'- _ X. CATCH -"� . _ y'� . 412 + S ----- `V _ e N \..� `� �i 34 --'0. ' - • y EX. B" PVC WATER MAIN O.R. BOOK 459, PAGE 2]Sfi ^y bxm -' -' n°' •Eck 1� V 14 °$0' ^°j 1 EX. 12"xi0" 1 '� ny _ _ _ _ ^ ____-- (P.RS.LC.) -------------------------------- ta.25 ^o... �. �.� ^ (��G � 37"E 77$.8 30010 � + e � ff" .T, 1269 g� °°.�j RCP �� 1 ---- ----�� -- - ��- SEE SECTION C C + _• ��F 703 4 20.00 20.60 o m 19.96''* - vae• z SHEET8 "... : yo- : ^ C\ ` ^gro v 90.11 °i 20.00- ® O +^y. n° '+___ _'' ��3byACF 0011 } r+t ^ n .., 270 ^ a �- EX. WATER VALVE X. ASPHALT ROAD. Py y° ^y. P .Vl _` �. _ v _____ J y n ,lg•` REGRADE 194 L.F. SV�ALE @ 0 1 % y, _ 115 @0.2go e gry I lag Ir-ON PAD RIM=20.86' o a S89°51'55"E 229.78 a y. p. 1 ~ ^o______________________________________________ �y______: ^y__ '4-. ER ORBS �sE'M - a'b° . _ . t ,� 19_96 ?� ^y. - ° rrscsshrt55tN� ___ ^ I _ y F, ______________i,ny' ^ SIGN _ I `YNJ��AA11 }-_______ C' - - • _ • - • -r ! �- "ET B PVCWAIN ^g4'e�' - I'I� - • 1w V -____-_- g 18.50 18.95 } 3 W __.. _ ^yh o : EX EDGE OF PAVEMENT_____ _ III ® I IY s EX.CATCH __i-'_;._ 4" �?gg F ry ,� }^ SASINFw ___ t - 18.75 >sa 18.95 m. 19.18 e ��1L'eJLw BLVD. J __ m'f O ._ ...._....,__ _.. ... "_.,.._ ...... _.._ _.,... _ _ _._.._- _. _ _ _ .„...n__ r _ _.._.__ _. _ _ _.__. _ ..:..�._.__ ......_ ....-___- _ _ -_�.._ _ �.-._ _, 1a; ]0 (NAVD ael : +^yry--___+ny90 +'°2Q '+ SEE SECTION E E +^ (PRIVAT-E ROAD) F- ..... +.. .._.._ BENCHMARK NOI 1 -_,__-___ ngny SHEET8 g gay h° I i F ------------- -------- II ^••,., a EX EDGE OF PAVEMENT ^ z VACANT iJ -'.`t IEX.NO 'ems +-----------------'---- + `XI yy w----------- F PAVE---------------- -..,.......'- -- ,n m I I 2 PCN: 1430-311-0007-000-8 �, �IGGN ° y z4, ° FUTURE LAND USE: MXD • SIGN AssING n° y o yf ) a ZONING: IL -CO Q Al t }^ Al ryJ II I EX. FIRE HYDRANT 2 SON PAD 0 30 ( IN FEET ) 1 inch = 30 ft" LEGEND ® ® EXISTING METER 0 PROPOSED SIGN Q MITERED END SECTION HANDICAP STALL a EXISTING CONCRETE EXISTING PAVEMENT PROPOSED PAVEMENT PROPOSED CONCRETE f%1 s SLC PROJECT NUMBERS MNSP 420175121 RZ 420175120 1 ENGINEERS p SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 'R 772-340-4990 'M 772-462-2455 '0 www.edc-ine.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 n W LL- m Q ❑ 0 M J W W o w 0 M LL 3 0 ❑ � o Z F O gm F a w z z 1- a m O In a g W W F N O w w Z z 0 w w z M 2 m w OU SU 5,0 O W z U U Z p �ao�: 5 m OU ZD 0 W w Z N w p p N Y Za W W Q a D z > Z O J W 0 of N N :5 JOf IE Q D ma w w w j Z W Z Z Z R011�35 ❑ U a a a a ❑ ❑ ❑ ❑ ❑ ❑ w W w w w w W m m y w w w w w to w wofIratrof J Q Z I.I. ��^ Q I" 4 Uj LL a M �P �Z// W �W LI- Z p� _=V Z ul a -j Q �Wnn V ® Z _ .J OLL ❑ Q W C7 0 Z W ® w Z j /� V / Q Vi 11111111/////,. wAn_ d I4A'RRt%0N 'ram 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 n 772-462-2455 , 16-129 7 OF 15 12.33' 1.0% ..sZ COTTAGE #1 NON -HC PORCH 12.33' COTTAGE #4 NON -HC PORCH (PHASE 3) COTTAGE SITE 2 F.F.E. 21.00 COTTAGE#2 HC PORCH (PHASE 3) COTTAGE SITE 5 F.F.E. 21.00 COTTAGE #5 NON -HC PORCH 1 inc�'= 10 ft. 0 10 ( IN FEET ) 1 inch = 10 ft. 0 10 ( IN FEET ) 1 inch = 10 ft. 19.88 12.33' 20.00 1.0"(0 -*a (PHASE 3) COTTAGE SITE 3 F.F.E. 21.00 Do�l- 19.88 ,^°20.50 20 4120.50r B #10 1 _ 19.91 20,41 i i 1 F1 � OR p 1930 19.38 19.48 19. 00 COTTAGE#3 NON -HC PORCH COTTAGE #6 NON -HC PORCH SLC PROJECT NUMBERS MNSP 420175121 RZ 420175120 1 ENGINEERS Q SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 n 772-340-4990 Iff 772462-2455 -� WWW.Edc-lnc om F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 9 m N W N p W W Z d Q O p W N W N o w a g N Z N z w O U U Q K a U 2 z Z z it W O U U w m O w 0 0 A w 0 N O N O O Olt n NON WE C' �; r 0 J. gin FIN z '. LIU i m 17 0 r 1+� LL �F � et 1 ��® /��II�IIIIY __�• 1- a ,# 10250 SW"VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 9 772462-2455 16-129 23.00 EL. 22.00 21.7± 21.00 > 20.00 / < / Z 19.00 / ti UL / w LL / O j 18.00 w / ~ _3/ ILL] n.Do 16.00 / 15.00 14.00 SECT A 13.00 SCALE: V = 10' H V= VV 12.00 25.00 22.00 > 20.00 Z 19.00 H LL j 18.00 w J w 17.00 I I 16.00 i I 15.00 PROPOSED DRAINAGE PIPE CROSS DRAIN MITERED END SECTION PER FDOT INDEX#272 CROWN EL. 20.10 SECT E SCALE: = 10' H V 1"= 3'V I I I�AG1►\�/l�►v VARIES 19.50 - 20.05 I I 22.00 20.00 EX. EOP �EL. 19.0i < -_ ---- 1900 UL LL j 18.00 w UJ , RIP RAP MINIMUM LAYER PROPOSED THICKNESS TO MEET FDOT DRAINAGE PIPE'S SPECIFICATION 530-2.1.3 BEDDING STONE MINIMUM ((-fir LAYER THICKNESS 12" TT� ; E 3 �TI FDOT ISPECIFFIICAT ON 30-2.1.4 I I{j _III 111�(.I(� s II ff IG.G --11•-q{ FILTER FABRIC PLACED UNDER t1.., ,- I ( „1..!..{.., .1-1-iT:.J..Li"{T+--! 1 1"}'I-�•1'i 9'ii 11i BEDDING STONE FILTER FABRIC i TO MEET FDOT SPECIFICATION SECTION VIEW 985 STONE RIP -RAP DETAIL NOTE: SCALE: N.T.S. 1. SOD ALL DISTURBED AREAS 2. RIP RAP TO BE EXTENDED 15 PAST THE WIDTH OF THE MITER END SECTION. ROAD RIGHT-OF-WAY PROPERTY CONCRETE SIDEWALK 3000 P.S.I. 12 SEE PLAN 12 .•--L 2% MAX SLOPE T tl€ 1 i 11 73.til �Itl'Ulu, U_�I STABILIZED SUBGRADE COMPACTED TO 98% OF AASHTO T-180 NOTE: SEE FDOT STANDARD SPECIFICATION SECTION 522 & FDOT INDEX NO. 310 FOR SIDEWALK CONSTRUCTION DETAILS. SIDEWALK_ DETAIL V.=TV 15.00 12.00 24.00 EL. 10, 22.00 21.7t EL. 21.00 21.0 j20.00 / < / 19.00 / SWALE INV. EL. / VARIES 19.50 - 20.00 ILL j 18.00 I w / w / I 17.00 16.00 / 15.00 14.00 SECT'' B I 13,00 SCALE: V ='10. H V 3' V 12 OD 30, 40' CROWN EL. 21.25 04% INV. CR. 3.80/0- -H.P. EL. 20.10 17' 1.23' I 80 L.F. 12"x18" ERCP INV. EL. VARIES 18.50 - 18.75 SECT F SCALE: V =19 H V TV NOTE: CONSTRUCT MITERED END SECTIONS WITH A4:1 SLOPE. REFER TO FDOT INDEX #272, FOOT DESIGN STANDARDS. MITERED END SECTION TABLE Structure Name SIZE STATION OFFSET INVERT MES #1 24"ERCP x38 11+11.59 38.99' 14.50 E MES #2 12"z18" 0+42.83 33.00' 18.50 FRCP MES #3 72"x18„ 0+42.83 -43.00' 18.75 E CP MES #4 ' 12x18"ERCP 12+19.19 -40.00' 17.50 MES #5 12"z1 B" 12+19.19 1 40.00' 1 17.30 E CP MES #6 15" RCP 11+61.73 46.00' 1 14.50 8" FOR RV LOTS & DRIVEWAYS 12" FOR ROADWAY 1„ ' 3' I CHAMFER ON ALL CONT. EXPOSED CHAOSEDM CONT. IrII EXEDGES SURFACE COURSE 3" 6" LIMEROCK OR 10 COQUINA BASE COURSE 3 a 4„ t 8 STABILIZED W/ _. STAED SUBGRADE LBR l00 ...._.._.. ..... _ _ _ . NOTE: 3,000 P.S.I. CONCRETE AT 28 DAYS. FI I ISH HFAnFR r.IIRR I)FTAII_ � FdY,9� Fi HANDICAP RAMP DETAIL N.T.S. 4" MINIMUM LBR-100 COQUINA CURB PAD COMPACTED TO 98% OF T-180 MUST BE PROVIDED UNDER THE HEADER CURB 10, F.F.E. 21.00 EX. EOP �EL. 21.1t 24.00 23_00 22.00 > 20.00 Z 19.00 H LL j 18.00 w J w 17.00 �f I 15' 8' EOP EL. EX. GRADE EL. 20.00 �• VARIES 18.0-19.4-\ REGRADE EX. SWALE INV. EL. VARIES 18.1 - 18.3 I SECT C I SCALE: 1" - 10' H 1"- TV NOTE: PAVEMENT SHALL HAVE MARSHALL STABILITY OF 1,000 LBS. PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK 2" FDOT TYPE SP - 9.5 ASPHALTIC CONCRETE (INSTALL PAVEMENT IN 2 - 1" LIFTS) 6" LIMEROCK OR COQUINA BASE COURSE (MIN. LBR 100) 12" STABILIZED SUBGRADE (MIN. LBR 40) OR SAW CUT JOINTS @ I & O.C. EXPANSION JOINTS @ 40' O.C. 6" PORT. CEMENT CONC. PAVT. (3000 PSI) 6" STABILIZED SUBGRADE (MIN. LBR 40) TYPICAL PAVEMENT DETAILS N.T.S. 25.00 8' I zz.00 EX. EOP EL. 0 20.00 `VARIES 18.4 - 19.3 Q Z ____------ 19.00 - LL j 18.00 LU J w F,65 COMPACTED TO 98% MAX. DRY DENSITY MOD.PROCTOR COMPACTED TO 98% MAX. DRY DENSITY MOD.PROCTOR 12.00 15'1 15' 8' INV. CR. EL. EL. 19.5 SECT D SCALE: 1" = 10' H 3V I I PRECAST PAVERS EX. EOP T EL.18.83 - - PROP. COMPACTED LIMEROCK OR COQUINA BASE COURSE 80 L.F. 12"x18" ERCP INV. EL. VARIES 17.30 - 17.50 SAW CUT MATCH EXISTING PAVEMENT EXISTING BASE & PAVEMENT (TO REMAIN)I WIDENING NOTE: IT IS THE INTENT THAT THE EXISTING LANE/EDGE LINE BE REMOVED DURING SAW CUTTING OPERATION. COST OF SAW CUTTING AND REMOVAL OF ADDITIONAL ONE FOOT (V) WIDE STRIP OF PAVEMENT TO BE INCLUDED IN TYPES' ASPHALT PAVEMENT. SAW CUT DETAIL ENGINEERS O SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 R 772-340-4990 iT 772-462-2455 '0 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 61 } O J N 3a' OD ' o W O M U O< O og �o w O n w O O o ry a o co 0 z o Z O 2 U i w z Z o CO v1 z j � w w U � I I r rrr 1. � rr rr/ • ' , • �`/�/\/Y\/\/i\r%/i\/i�/r\G./%/i\\/%/i\\/%/i\ri\\/%/i�/i�/i\\/i\\/i�/i\\/i�/i\\/i�/i\\rid/i\\/r,'�i\\/i\\/i�/%/i�\/i\\G�/%/i�/i�/i�/i rrrrr \•�rJiOipri00\/iJriJ/i\\rig �\/<./iOriO/i0/r\p\/iOrO/iO�J/iQriJ/iOrO/iOrr�/\rJ �\/i\�r�r�rOii\p00� ��r\\ii\\ii\ter\\�i�/i\\/i C� � • • • • • • • • • Nil :I ' r■ 30"CAP NV. EL. < 16.00 15.50 ,s LL 15.00 BOTTOM jLU EL. 14.50 J w ,4.00 SCALE: 1" = 3' fi 1" = TV CONTROL 13.00 STRUCTURE 12.00 TYPE 'E' BOX SECTION VIEW DRY RETENTION BOTTOM EL. 15.50 See Angle Detail STORM SEWER INLET TABLE BOX GRATE BOTTOM Structure Name STATION OFFSET RIM IN INV: OUT INV: TYPE TYPE ELEV. CB#1 C USF#6212 1+64.22 -13.0000' 19.660 15.50 (W) 14.500 15.50 (E) CB #2 C USF #6212 2+58.33 14.3880' 19.100 15.50 (W) 14.500 5 (E) CB #3 4'0 MH USF #6212 2+96.04 -42.4531' 19.000 15.2.25 ( (NW) 14250 CB #4 4'0 MH USF #6212 3+72.75 0.0000' 19.000 15.25 (SE) 15.50 (NE) 14.75 (W) 13.750 CB #5 E USF #6286 5+82.67 0.0000, 19.000 15.50 (N) 14.75 (E) 14.75 (W) 13.750 CB #6 E USF #6286 7+77.75 0.0000, 19.000 15.50 (N) 14.75 (E) 14.75 (W) 13.750 15.50 (N) CB #7 E USF #6286 9+88.73 0.8482' 19.000 14.75 (E) 13.750 14.75 (W) 14.75 (E) CB #8 6'0 MH USF #6286 10+93.54 0.0550, 19.000 14.50 (NW) 13.500 CB #9 C USF #6212 3+39.30 40.5312' 19.000 15.50 (SW) 14.500 CB #10 C USF #6212 5+82.67 25.0000' 19.000 15.50 (S) 14.500 CB #11 C USF #6212 7+77.75 25.0000' 19.000 15.50 (S) 14.500 CB #12 C USF #6212 9+91.36 25.6373' 19.000 15.50 (S) 14.500 CB #13 C USF #6212 11+61.73 -42.3479' 18.000 14.50 (W) 13500 LIN.1-1. 0 I I B/ BAFFLE EL. 16.50 COMPACTED OR STABILIZED SUBGPADE 300 10,000 300 10,000 300 10,000 IE ® 0 { I LIMEROCK BASE 300 10,000 _ _ 300 10,000 Q LL I SHELLROCK BASE 300 10,000 300 10,000 Z VA .. ... ........ ........ . ......_, _-..I m/d LU JJ ASPHALT PER INSP. PER INSP LLT. CONTROL NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A Ir U ® L STRUCTURE POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT EDGE. Z X 1® W TYPE 'E' BOX LU/� od FRONT VIEW SIDEWALK SLOPES PER ADA U) > 0 J Z 06 X. LENGTH MASLOPE LONGITUDINAL ''Zn ® 6 CAP Bolted 6' 1:12 8.33% WITHOUT HANDRAILS J Z J to Alumfn. Angle > 6' < 30' 1:12 8.33% HANDRAILS BOTH SIDES LL o on 12 Centers > 6' < 50' 1:20 5.00% NO HANDRAILS V :� ® NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE >- < 'n Z Aluminum Aluminum um 5/8 "Bolt (Ty p,) EXCEED 1:50 (2.0%). Q W �/ 1.6 Z Q a V Angle NOTE: V '' W 6, SOD ALL DISTURBED AREAS TO INCLUDE GRASS O W •, WITHIN THE RIGHT-OF-WAY, MEDIAN, TRANSITIONSIL a J / ANGLE DETAIL TO PROPERTY LINES AND ANY AREAS DISTURBED N W BY CONSTRUCTION ACTIVITY ASSOCIATED WITH - THIS PROJECT. CONTRACTOR TO MATCH 1331 SURROUNDING GRASS WITH THAT OF EQUAL TYPE. f- 18" CAP NOTE: NOTE:V10EN,,, C1 ' ALL ELEVATIONS SHOWN OR REFERENCED WITHIN 1. Seal all joints with ram-nek sealant. THESE PLANS ARE BASED UPON NORTH AMERICAN 2. Baffle top to be open. VERTICAL DATUM 1988 (N.A.V.D.). TO CONVERT = ft. HARRiSON,Pik. BAFFLE BOX DETAIL FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.475' $2279TATE e TO THE N.A.V.D. ELEVATIONS TO GET N G.V.DI W ELEVATIONS. IrIIE 6 1/2" CHAMFER SEE SITE PLAN 3,000 PSI CONCRETE 10250 SW VILLAGE PARKWAY, SUITE 201 1 1/4" 1 �0 =�, ��' ,•' }. n^"c^•c^IT PORT SAINT LUCIE, FL 34987 > ++1 a n 772-462-2455 Pav't 2" ; a m .tn - 07 is tdtMSNilr;`.1Plttl,. 6 Base u r _.. Subgrado NOTES: 6 1. Use 3,000 P.S.I. concrete at 28 days for construction. 2. Subgra(le to extend an additional 6" beyond Type "D" Curb. 3. Type "D" Curb to be constructed in accordance with FDOT Index #300. TYPE "D" CURB BASE f. ._ ._. ...I COMPACTED SUBGRADE J16-129 SIDEWALK/PAVEMENT DETAIL N.T.S. SLC PROJECT NUMBERS 8 OF 15 MNSP 420175121 RZ 420175120 0 zZ O w Q w w K w 0 K Q0 30 0 w M ( IN FEET ) o l `" I`° 1 inch = 30 ft. EX. WATER EL. = 14.15 "7V CORE EX. PHASE 1 GRINDER GRINDERSTATION ------ - _______________-______________________-______________________--______ _________E%. TOE OF LOPE ----- STATION@ -------- STA: 6+78.05 40.71'R INV. EL. 17.50 TOP EL. 20.50 S.L.C. CANAL N .2 INV. EL. 11.95 CONST. 64 L.F. (SEE DETAIL SHEET 11) -- ________________________________________ EX. TOP OFBANK ______________ _______________i901 �w� 6"PVC LATERAL ° @ 1.0 MIN. ---------------- ------------------------------------------ ----------- C.O. INV. e 30 - � e e - - C.O. INV 456 1}22 17 98 30049 5*30095 10 1393 g •:r y 10 LANI -- � 80012 ,. EL 18.19 30089 1384 '4P:eE PHASE3 _.,..,,-...._".... .. .__ ._ i6_.____. 30048 PHASE 1 •71L- as z3oz5 C.O. INV.. 18 a oa7 1" DR-9 POLY m sl 1" DR-9 POLY 6011 Bo 13 PHASE 3 EL. 18.25 eo03a as1 �30053 1Z0152 WATER SERVICE WATER SERVICE 11 L.F. 6" PVC �' 30046 �54 CONNECTION W/ 1" (TYPO LATERAL @ 1.0% I N 1a45 %� s000ay CORP. (TYP.) (PHASE 3) (TYP.) (PHASE 3) `� (PHASE 2) .. (PHASE 3) 3oos6 ��` 1a1a 41 COTTAGE COTTAGE 73]0 COTTAGE 1442 `bta' I ACCESSORY z3011 SITE 6 SITE 5 30os5 PHASE 1 f I GARAGE zo' SITE 4 ',', CONST. v 13s _ C.O. INV. 1 + 'rs 1441 t7 (1) 2" GATE PHASE 1 I i } PHASE 1 # PHASE2aEL 17.73PHASE 1 CONST. ig39 I 2" DR-9 POLY 1" DR 9 POLY 1365 VALVE &BOX 2" DR 9 POLY SA sa WATER SERVICE SABSP #4 PER FPUA Me: -,-_ 19 WATER SERVICE Nx: 19WATER SERVICE - M9: 19 iDETAILW-6 _ y:._. _- sA PHASE 1 MH: 10+00 ._�.r..�.��__.._ - ':; -61 L. F. 8"PVC `-- ' r�rry „71'�,A,4xi tti 4N j t, r. s1r * }u't..`*: `4i +t ,:_ 41 L.F. 6" PVC ?14'�"('i.'Y..t.. ,rsi'1.., 1t. _t,+., h$ S i.'f`r,•, . ,r3, kT(.. ..;c.�z-.^t'''_,.rk' .. 1, r I :; : , , , ° GRAVITY SEWER -_` , . LATERAL @ 1.0 TYP.) C.a ( , :L- i 1.. -c ..I '.' ,- , • F li -. ,_, -ca l.1 . _,' ,. }' ;,' WYE CON WYE CON. +00 WYF CON. WYE CON. WYE CON. 00 WYE CON. WYE CON WYE CON. 6100 INV EL 13.39 INV. EL. 13.23 INV EL. 13 18 INV. EL. 13.07 INV. EL. 12 91 INV. EL. 12.57 INV EL. 12.40 INV. EL. 12.59 - K 23010 300d 5s1PHASE 1 +a. CONST. SMH #4 I'r 23009 STA: 9+84.08, 20.00 L 1a1a 306 L.F. 8" PVC GRAVITY SEWER @ 0 40% "✓ 1485 4ea TOP EL. 19.72 3007o PHASE 1 PHASE 1 z3oo7 z30o6 E INV. EL. 13.52 40 L.F. 6" PVC CONST. SMH #3 _ LATERAL @ 1.0% l STA: 6+78.07, 20.00' L (TYP) TOP EL. 19.55 1480 IhI ,I ,t1>F+k'k xtvettkH3ztS111•'iaerarifLj - N INV. EL. 12.20 -"'• RV RV RV RV RV RV RV ` E NV. EL. 12.30 RV RV SEWER 196n SITE 5 SITE 12 SITE 11 SITE 10 SITE 9 SITE 8 SITE 7 SITE 6 W INV. EL. 12.30 CONNECTION �,�� PHASE 1 13as (TYP.) RV WATER 1409 4SERVICE (249M N. COVER) POLY R CONNECTION 23012 (TYP.) W�+[4�y 30063 g+� WV WV•4('"[419 . 0 41 1fifi..ifr''' 1493 0 94 L FE6" PVC 23016 0 433 1358 MH 1 + 1479 23014 30016 3001s 15'LANDSCAPEBUFFER LATERAL @ 1.0% z3o1 565 zaots -� �- zaon �jccRR.dS' r?� ® _ - 1346 _ 421 23018 1 = 'D1RIRRAC'E'F4 1486 iB01 7.89 c,:Lt,isl itn F1 a. t»!t.L11F „ ..,._. _ _ _ _ ..m ss . .ter- �. �.-._.��. �. �.� -.-�. �._. _. .. .. .. .. _. .. .. _- _- -. -. -. -. E%. B" PVC WATER MAIN PHASE 1 - CONST. 15.00 WIDE FPUA EASEMENT • (1)8"X6"WET TAP vry�rlR1v�y-a'1�y�ga 1l1f 'qg.'�q I41 gp /y 1I1�e�1 PER ORB. ]65, PG 226 STEEL JLaJIa �� w. JI.YJLd 9 JLd ° - + (1) 6" GATE VALVE &BOX ` 1" (1) 6" FIRE HYDRANT ASSY. (PRIVATE ROAD) 1 X. ASPHALT ROAD ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------- WAREHOUSE PCN: 1430-311-0006-000-1 /; C ._ - _. _ w. __ •- w. _ w _ - _ _ _ _ _ FUTURE LAND USE: MXD ZONING: IL / { DRY RETENTION AREA 28,824 S.F. (0.662 AC) 12.7% MIN. T/BERM EL. 19.6 BOTTOM EL. 15.5 SUMP EL. 14.5 CONTROL EL. 14.50 BLEEDER EL. 17.61 10'LANDSCAPE BUFFER J $A ------------ EX. TOE OF SLOPE ---------------- _____ ___________________________ AST LINE ____________ NORIHVUSTWi F--- ----- EWEST12OF �j I _____________ '�• ------ TH TOWNSHIP THE SECTION Z II 'J SECTION 30, .L. SECTION 30, TOW NSHIP E SOUTH, TOWNSHIP 34 SOUTH, i \ RANGE 40 EAST I RANGE 40 EAST Q EX. TOP OF BANK ---- II EX. TOP OF BANK -------------------------------- ---------- -- -- ---- ------------------ PHASEI PROVIDE 4" CASING S89°51'51"E 1283.17' 80032 I PIPE FOR 2" POLY lzss Q DR-11� I s e s , e 0czz 3008930095 10 LANDSCAPE BUFFER 7 4&l Q 10 LANDSCAPE BUFFER 1281 �ale p 399 FORCE MAIN 1z]s tH.d" •n, I 1384 ... .. ... .. .... ..._........._..__. .._...._.._._ ..._._. ........ . ........_... _. .. .,._...,.... _..__....-___... ... .. .. ,. .. .. .. ....... ., _. _._-......... _.. ...........,._1A„C 23024 PHASE1" ai :•,COvRE a A GRINDER STATION Sv ;0033 a61 PHASE 3 402 1,283 L.F. 2" POLY DR-11 FORCE MAIN 128s STA: 6+78.07, 40 71' R 1" DR-9 POLY TOP EL. 20.50 WATER SERVICE w x.. 35.33 226E 57.33 $ li PHASE 3 PHASE 3 PHASE 3 ®®� p INV EL. 11 95 ( ) (PHASE 3) (TYP.) ( ) ( ) i.o s w COTTAGE COTTAGE COTTAGE COTTAGE 13n fig. W 1277 `n SITE 4 SITE 3 SITE 2 3o1oa SITE 1 11 (PHASE 2) 1407 jo: p��7 DORMITORY BUILDING w 350 j ' I PHASE 1 t t �0 PPOOL AS 2 FLOOR AREA = 6,558 S.F. 1365 € L 760 L.F. 2" DR-9 POLY WATER i SA ! td . 3 LL I a, F.F.E. = 21.00 SA E , ' 5 !� A iE I MILlfz 14 11 SA '» SERVICE (24" MIN. COVER) r�,' lM '1 PHASE 2 PHASE 2 1275 w -- MH. 19 PiH: 19 ; :;!' ® f°" C.O. INV. Q I III 61 L.F. B PVC --- --- "- " - -' ---" ° a C.O.INV o EL w i� .170 GRAVITY SEWER I : `' 94.46 EL. 17 0 i II @ 0 40% ..�. PHASE 1 v .. ¢ i 4. • .. z I� re,.@Tt{ R, r ' ,:- ;7 xs .Y. (bj; .,, 49,. ai 1`' s ti #.,.t i` �.,. . .� .,x r.. 4(V , iP td.:, ^ (: 1I: ,! 1.e,i ,,.u? t .(!.» ..I, E.0 iT, I.161.I I.i. i ll [I'Mi_i I x ,,.KIM111,1„AI. .i.I(;tl, ,,.IE,.I,,),.,t.k,,, L,l.€,}I®11 ...t i1,,3.ttt,::L(,J I,II, d,al.,,,,, Ia1 L.F. s PVC covERED i cpVEl?ED WYE CON :WYE CON. WYE CON. .WYE CON. "LATERAL @ 1.0% WYE CON WYE CON. SA k,, ''" 26 ENTRY [ PORCH INV. EL. 12.40 INV. EL. 12,59 INV. EL 76 12.60 :INV. EL. 12.(TYP.) INV. EL 1311 INV EI_. 13.50 Ms: 14 _, WYE CON. WYE CON. .. .e::.: ° - n .v e ^ /INV. EL. 12.89 INV. EL. 13.27 .- PHASE 1 PH 1 2 SE 9 L.F6" PVC: ° < ,� 305 L.F. 8" PVC GRAVITY SEWER @ 0.40% �_. O 750 GALLON GREASE - GREASE TRAP LATERA PHASE 1 PHASE 1 I 3 •' INTERCEPTOR @ I �% 230z3 CONST. SMH #3 : WYE CON. ---- ' . TOP EL. 20.03 PHA`tI' 1 ./ z3oo3 40 L.F. 6" PVC INV. EL. 13.43 I `PHASE 1 : B L.F: �_gi 37 L.I. 6 PVC STA: 6+78.07, 20.00' L LATERAL @ 1.0% :. CONST. SMH #2 �. 8" PVC GRAVIIY SEWS LATE :I tAL @ 1.0% PHASE 1 TOP EL. 19.55 (TYP J STA: T. SMH 20.00 L R @ 0.40004 - CONST. SMH #1 N INV. EL. 12.20 PHASE 1 3002 r'x,'* 1 STA: 1+26.51, 2.00' R 1" DR-9 POLY 23001 < TOP EL. 19.33 "• PHASE 1 RV E INV. EL. 12.30 RV RV RV RV RV .r,TOP EL. SITE 6t' W INV. EL. 12.30 WATER SERVICE .;SITE 5 SITE 4 SITE 3 SITE 2 SITE 1 E INV. EL. 1 3. 5 "�^ PHASE 120 W NV. EL. 104.60 's -C O. INV. Eil.. 1660 CONNECTION (TYP) - PHASE 1 W INV. EL 13.56 " _ r 211 L.F. 2 DR-9 POLY WATER C.O. INV EL.. 16.35 311 L.F. E DR (24" POLY WATER 13 s '� SERVICE (24" MIN. COVER) 1 � � SERVICE (24" MIN. COVER) PHASE1 \ PHASE 1 CONST. Q{� �,) _- 2" DR-9 POLY WV d 41s RV SEWER PHASE 1 \BSP #3 PER FPUA se r�u: zs WATER SERVICE CONNECTION " CONST. Nn: 20 : _ 2 2" GATE VALVE DETAIL W-6 -_ _ _ _ -- " o ' (TYP.) 0.1A O �_- _ PHASE 2 CONST. o o - ,i !i 23021 • & BOX �/ C� N N I d et RV WATER 'd 13a1 zaols (1)2"TEE ^ PHASE CONST (3) 4" °PIVL&FDC ''• aae - p zaola 1 a CONNECTION - 30o1z - e - ///�� O _ a4 \ 1319 ° (1) 8"x6" WET TAP v � (I) 4' M.J. TEE '• PHASE 1 CONST. ;TYP,) -1�40� �� • (1) 6" GATE VALVE & BOX BSP #1 PER FPUA zaozo PHASE 1 CONST. �' � � tP � > (1) 6" FIRE HYDRANT ASSY e Lu VACANT U PCN: 1430-311-000E-000-8 FUTURE LAND USE: MXD ZONING: IL -GO ) i 0 30 CONS) (1)2"G (1) 2" GATE VALVE &BOX (1) 2" 90° ELL ( IN FEET ) 1 inch = 30 ft. I) (1) 2„ TEE - _,_ (2) 2" GATE VALVE - - - - - ' & BOX _ ______ - ' ...._ DETAIL W-6 ...,---..,-m_-.....-T-..-,-..._.- _. __. _ _ . _ . _ . - . _ . _ . _ . - . - _-. _ . - . - . - PHASE 1 CONST. Ex s• Pvc WATER MAIN __. ___ ___-_ (1) 8" x 2" DOUBLE STRAP SADDLE (1) 2" CORPORATION (1) 2" CURB STOP x A3 (1) 1.5" WATER METER . _ . _ . - . _ . . _ . -�y Fx. cArcH..., O.R. BOOK 459, PAGE 2756 9R$IN - • -- - • (PASL.c.) ____ ________ _ ____ 41z = »» �$%`0,3T" ________- ` E 71 - ` '•- �� 584' -_ _ \ :\ �"- _ �• ... . ... .ad• '. ,,,,� � 3a00e� _ 31110 3aoos 1s• LANDscAPE Bu ER PIV aon FDC. I r� S89°51'55' E 229 78' PHASE 1 - CONST. i f.:,. (1) 8"X6" WET TAP / O ,., �, (1) 6" M JTCAP VALVE & BOX 1 'I .�. 1 BSP #2 DDCV ' O 34 + a t � II EX. 12"z18" 1 IfJVC16.8B' 1 11 . i �I _ ' (1) 1.5" RPZ PEW�izp EASpME'�_____ __ -__ 29 L.F. 2" SDR-9 POLY WATER SERVICE ._______________ ___________________ _ _______ ___ ____________________ Re. ]es 'PG •..+-•--•�.-•-..- .-•-._._ _._. )Ex. rio..., .. _. _. _.-ITRE55PASS�Nu-•-•- _. _lEOM r-_ • -• - - - -T1 W _________ 2�NT ----EX 8 PVCAIN _ i-• i ZEX. CATCH ____ __ NOTE: EDGE OF PAVEMENT _ _ _ _____ __ _SIGN --- --_ C 11 C - BASINEB _ --- - PROPOSED 106 L.F. 4" OR 6" FIRE MAIN. CONTRACTOR STEEL L BLVD. 11 C TO VERIFY PIPE SIZE & TYPE FOR FIRE MAIN, DDCV, ._..._..... ._._....m_._._..... - --- -. - •--'- -• - ----- - - --- - - ---•-• - - ------ -- ------.. _ .. --_- - PIV, & FDC WITH FIRE SPRINKLER CONTRACTOR. - -'---- (PRIVATE ROAD) 11 VACANT •, "" ------------------ EX EDGE PAVEMENT j PCN' -^�.„,,,". I E%, NO r� TRESSPASSING FIRE LINE &FIRE CONNECTION TO EX. B" WATER MAIN -- --= ----------------- ----_ , g m 1 I I F--•1 RE LAND USE: MXD FUTURE LAND USE. MXD ""'^�•,,, I SIGN TO BE CONSTRUCTED IN PHASE 1. DDCV, PIV, FDC WILL. 0 x' z 1 ZONING: IL - CO BE INSTALLED DURING PHASE 2 CONSTRUCTION OF CLUB HOUSE. �t o AIRPORT PCN: 1430-131-0001-000-4 FUTURE LAND USE: T/U ZONING: IL - CO 1 - EX. 8" PVC WATER MAIN I I I I I m j 1 % I I I I <. I C1II II m. I PI I � z, 1 z( I I I )I I I I I I I EX. WATER VALVE ON PAD RIM=20.86' EX. FIRE HYDRANT LEGEND ®® EXISTING METER -�- PROPOSED SIGN MITERED END SECTION HANDICAP STALL O INTERFERENCE POINT (SEE SHEET 11) ;` EXISTING CONCRETE EXISTING PAVEMENT PROPOSED PAVEMENT r 'I. PROPOSED CONCRETE CALL 48 HOURS BEFORE YOU DIG IN FLORIDA CALL TOLL FREE 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. SLC PROJECT NUMBERS MNSP 420175121 RZ 420175120 ENGINEERS 0 SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 'M 772-340-4990 T 772-462-2455 -Z www.edc-inc.com F.B,P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 3 � p] a N T N W z Z O N w W W K K z Q Q D>' O M J W QN {- w o w I- Q> .II S 0 p w Q ❑ M N LL F- = UO O m 5 w h U1 Z O w o N F g Z F '0 o U Z Q , OQ W w W Q z W a = Q O w m a U Z w w a a zz z a a a W O O w Q w w n w N w W OR w w ¢ 0 tt w m m m N ry N N 0 0 0 0 Q Z O Z W W W W J U pZZ V� W F Z 1.L Q Q W Z ® LV V/ w R. HARRISON*P-;E. #81€ OF N 0 0 0 J 9 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 R 772.462.2455 16-129 9OF15 PHASE 1 DIRECTIONAL BORE 2" POLY DR-11 FORCE MAIN UNDER HAMMOND ROAD. TOP/HAMMOND ROAD EL. 21.4 (APPROX.), TOP/PIPE EL. 18.4. PROVIDE 36" MIN. VERTICAL DEPTH BETWEEN TOP/PAVEMENT & TOP/PIPE. (SEE DETAIL) I 1 . 1,303 L.F. 2" POLY DR-11 FORCE MAIN \ TONAL BORE UNDER EX. CANAL. PROVIDE 48" MIN.\ UNDER CANAL BOTTOM. (SEE DETAIL SHEET 11) '\ 0 SO ' PHASE 1 I I z PHASE 1 9 I CONST. AIR RELEASE VALVE x CONTRACTOR TO PROVIDE 30" MIN. COVER OVER 2" PER SLC UTILITY DETAIL G-18 w I POLY DR-11 FORCE MAIN. ( IN FEET) 1 inch = 30 ft I \ r ELIFT-- X I EX LIFT 1 I I U w O J 0 F 3 PHASE 1 m DIRECTIONAL BORE 2" POLY DR-11 FORCE MAIN UNDER = DRAINAGE PIPES CROSSING rn HAMMOND ROAD. z CONTRACTOR TO FIELD _ VERIFY LOCATION & DEPTH OF w DRAINAGE PIPES. PROVIDE 12" - W N-CLEARANCE BETWEEN m FORCE MAIN & DRAINAGE o PIPE§. a EAST LINE OF 00 THE WEST 112 OF Q ryN0 SECTION 30, p } TOWNSHI P 34 SOUTH, z RANGE 40 EAST z 0 t= ---------------Try -- Q N1 ryryb ryAo ryN .. 091 ++ j l i _4 STATION ', I ------ ___ {{ I MN" - \�� rys'�II EX STREET iFOR i L------- I-- J EX. GRAVITY SEWER - - - - - - - - _, - - _ I �' iS'GN&STOP . SIGN ry^d'- I--� -- i '_______________________________________________-____-___-_____________________________ ________- ryN^ry . AIRMAN'S WAY I , WY - -i- -- W� ry�.l E% 8 OW I � PREVENTERNTER 23.00 INTERFERENCE POINT #5 PROVIDE 12" MINIMUM VERTICAL 22.00 CLEARANCE PROP. 24" RCP DRAINAGE PIPE OVER PROP. 8" PVC GRAVITY SEWER LATERAL. ABE1 INST. DROP MANHOLE Q 1900 INNECTION TO EX. Q WER MANHOLEZ :E SLC UTILITY DETAIL S-9) 18.00 EX. GRAVITY SEWER 17.00 _______ LU J UJ 16.00 I'L\_ . } . - . - . - . - .�. _ . - . _ . _ . _ . - . - . - . _ . _ . _ . - . - . - . - . - . - . - . - . - . - . - . - . _ . - . _ . - . - . - . - . _ . _ . - . - . _ . _ . _ . _ . _ . 5 1 i 1 EX WATER VALVE EX. WATER MAIN I �� EX. WATER MAIN + u i i i i I I I . ON PAD RIM=20.96 �I i 1 I I 1 i I I 1 I FORCE MAIN ROUTING PLAN I ,yN1' ryN. I ,yN I I I I I I CEC I I I I CONST. I (1) 2" GATE VALVE & BOX I I (1)2"90°ELL d I I I I I I 1 6 I I I r .III I, I II I I Z I li AIRPORT I rc PCN: 1430-131-0001-0004 I 0 I I li FUTURE LAND USE: T/U I w I I I I 1 1 1 ZONING: IL - CO I a0a w Ct � N9y i II �,ryp I ; I v Q' O w III 0 'Npry Q b LL ¢ OI bIryN'f }, P ED . N 1 I I I I I 1 6 jc + I I Ilt EX. 8"PVC WATER MAIN � I I I ryo I I � I Construct 76 LF 12"x18" ERCP @ -0.33% I O " niN�O„ t ry ryN0 o +^� + + I w =I � 1EX 12"xi8" 9`5 ERCP 1 N ary h� I I I 1 � EX. WATER VALVE I �g _ li .r ON PAD RIM=20.86' I - .-ITRESSPF(SS'IN�9h • - • � -'lw'�J _ I'I- ]I I _SIGN__ +�____ ��I• 01 ; ¶��-pp. JU/ II CL ,A II Ng9I i 1 . +N9� T ______________ z. z m)+ tzl oll I I I 8 FIRE HYDRANT N9 + �.{Lg6ry 9@"�\ SEX. II I W� ON PAD i -,GRINDER STATION SMH#3 +ry `U ; I"V HYD WMBENCHMARK NO 2 > EL 20.00'(NAVD 88) ; I EX. ERCP 12"X16" a^ '. INV. 19+�� 1 EX. WATER VALVE W 9ry VACANT N W I �- ON PAD RIM=20.58' o } F- PCN: 1430-311-0007-000-8 �\ w FUTURE LAND USE: MXD I ZONING: IL - CO 05 A INTERFERENCE POINT#1 1 23.00 23.01) CE POINT#2 INTERFERENCE PROVIDE 12" MINIMUM VERTICAL PROVIDE 12" MINIMUM VERTICAL CLEARANCE PROP. 1" POLY WATER CLEARANCE PROP. 1" POLY WATER 22 Do SERVICE & 4" PVC FIRE LINE UNDER 22'00 SERVICE & 4" PVC FIRE LINE UNDER 1 PROP. 8" PVC GRAVITY SEWER PROP, 15" RCP DRAINAGE PIPE. MAIN. i 21.00 21.00 20.00 20.00 PROP. GRADE EL. 19.60± PROP. GRADE EL. 19.61± j19.00 Q ; Q 19Do Z Z 2.79' F 18.00 3.21' F 1s.o0 LL LL i 17.00 17.00 LU W W PROP. 2" POLY PROP. 4" PVC W __ PRO15" REP 1RCP v 16.00 WATER SERVICE O - FIRE LINE 16.00 INV. EL. 15.50 12" MIN. ------ ------ 15.00PROP. E01 8" GRAVITY SE ER MAIN INV. EL 14.4t 12" MIN. PROP. 2" POLY PROP. 4" PVC 14.00 WATER SERVICE O FIRE LINE INTERFERENCE POINT #1 SCALE: 1" = 3' H 1"=TV INTERFERENCE POINT #2 SCALE: 1" = 3' H 1"-&V 23.00 INTERFERENCE POINT #3 PROVIDE 12" MINIMUM VERTICAL 22.00 CLEARANCE PROP. 18" RCP DRAINAGE PIPE OVER PROP. 8" PVC GRAVITY SEWER MAIN. PROP. GRADE EL. 19.50± Q Q 19.00 Z ,e.00 2.69' F LL i 17.00 W J W 16.00 PROP. 18" RCP 6l.) INV. EL. 15.25 NOTE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 15.00 6"MIN. THE S'T. LUCIE COUNTY WATER & WASTEWATER ------- ----MAIN CONSTRUCTION STANDARDS & FPUA DESIGN & 14.00 PROP.B"GRAVITY SE ER CONSTRUCTION STANDARDS DETAILS AND SPECIIFICATIONS, LATEST REVISION, AND WITH ALL 13.00 APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. INTERFERENCE POINT #3 2.) CONTRACTOR TO POTHOLE TO CONFIRM EX. SCALE =X VV UTILITIES FOR LOCATION & DEPTH. SANITARY SEWER PROFILE SMH #3 - GRINDER STATION SCALE: 1"=30' H 1 "=3' V PROP. GRADE VARIES EL. 19.00 - 19.45 2' ------------------ PROP. 24" RCP INV. EL. 14.75 ________T__--_--__- / 14.00 12" MIN. 13.00 PROP. 6" GRAVITY SE ER LATERAL INTERFERENCE POINT #4 (TYP. SCALE: 1" = 3' H 1"=TV zauu HAMMOND ROAD EX. PAVEMENT EL. VARIES 21.4 - 21.6 21.00 20.00 36" MIN. Q 19.00 Z 18.00 PROP. 2" POLY DR-11 FORCE MAIN UL 17.00 W J W 1s.o0 13.00 FORCE MAIN CROSSING HAMMOND ROAD SCALE: 1" = 3' H r=TV 23.00 INTERFERENCE POINT #6 23.00 INTERFERENCE POINT 47 PROVIDE 12" MINIMUM VERTICAL PROVIDE 12" MINIMUM VERTICAL 22.00 CLEARANCE PROP. 2" POLY WATER zz 0o CLEARANCE PROP. 24" RCP MAIN OVER PROP. 8" PVC GRAVITY DRAINAGE PIPE OVER PROP. 8" SEWER LATERAL. PVC GRAVITY SEWER MAIN. PROP. GRADE VARIES PROP. GRADE EL, 19.40± EL. 19.32 - 19.77 19.00 1900. Z Z leoo 1a.00 2.55' 2.82' LL LL �j 17.00 i 17.00 W W J J __ LU 16.00 PROP. 24" RCP 16.00 TZPTGRAJITYS IERLATERAL U.I INV. EL. 14.75 12" MIN. 15.00 PROP. 2" POLY _ 15D0 WATER SERVICE T -------------------- 0 14.00 14.00 INTERFERENCE POINT #5 (TYP.) SCALE: 1" = 3 H 1"=3'V 12" MIN. PROP. B' GRAVITY SEWER MAIN INV. EL. 12.1t INTERFERENCE POINT #6 SCALE: 1" = S H 1"=3'V 1 ENGINEERS Q SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 'R 772-340-4990 IT 772-462-2455 'd www.edc4nc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 o � NZ m m N w J~ N O w z Or a EL W c7 ate'a o w w p n LL - J UO p N o 16 m N 0 w w O V z z oa W W 00 J J � r w m m W w a a N N w K m co N N m' m 0 0 Q Z O o, s [L W W LU �'Z 3: V/ w r2 V Z n a ia. W 4 � O W V/ \IIIIIIII/l� NG. 82270 ,R. MRRMONr° C)RI . l? II I\ r O J LL G Z O V LU V f- N 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 n 772462-2455 16-129 10 OF 15 V /MAINEMERGENCY TRANSFER SWITCH, EMERGENCY GENERATOR CONNECTION, PUMP CIRCUIT BREAKERS, I2W DUPLEX GEM CONVENIENCE RECEPTACLE. MOTOR STARTERS WITH THERMAL OVERLOAD PROTECTION, HANGOFF-AUTO SWITCHES, RUN LIGHTS, NON-RESETTABLE ELAPSED TIME METERS, AND OIL SEAL FAIL INDICATION FOR EACH PUMP. LIGHTNING ARRESTOR, SURGE ARRESTOR, PHASEryOLTAGE MONITOR, DUPLEX ALTERNATOR WITH MODE SELECTOR 1 NUC BATTERYBACKUPHIGH WATER ALARM LIGHT WITH HORN, SILENCE AND TEST, AND INTRINSICALLY -SAFE FLOAT CONTROL. 2) CONTROL PANEL TO BE MODEL NUMBER 4XSVM-2021 A7CD1 EGILM02RSV AS MANUFACTURED BY HYDRO PUMPS, Mc. 3) BOTTOM OF CONTROL PANEL TO BE MOUNTED AT/ABOVE 1 W YEAR FLOOD ELEVATION OF X.XX 4) TOP SL1B TO BE LOCATED AT/ABOVE THE 2SYFAR FLOOD ELEVATION OF X.XX 5)PANEL TO MANUFACTURED AND IASELED IN ACCORDANCE WITH OIL STANDARDS FOR SAFETY 50M 669M 6) ELECTRICAL SYSTEMS AND COMPONENTS IN RAW WASTEWATER WET WELLS SHALL COMPLY WITH CURRENT NEC CODE REQUIREMENTS FOR CLASS 1. DWTSION 1, GROUP D LOCATIONS. IN ADDITION, EQUIPMENT LOCATED IN THE WET WELL SHALL BE SUITABLE FOR USE UNDER CORROSIVE CONDITIONS EYS LONDUITSEAL ALUMINUM BASIN COVERWITH ALUMINUM VALVE VAULT COVERWITH (TYPOF 3) 24- X 36'HINGEO ACCESS MDR 24-X36- HINGED ACCESS DOOR AS MANUFACTURED BY AS MANUFACTURED BY USE FABRICATION USE FABRICATION 'CONDUIT TYP. OE3) 2' PVC VENT ASSEMBLY-1 2-ADAPTA-FLEX CONOUITFITTING (TYPICALOFTHREE) 'J'INLET FITTING FIELD INSTALL BY OTHERS TINVERT .1 DALARM LIGHT 0 0 m Rs 0 DEC P3 PL EA TEST PUMP SCHEDULE PUMP TYPE SUBMERSIBLE GRINDER NUMBER OF PUMPS 2 FLOW RATE GPM 22.9 TOTAL HEAD FT 40 PUMP MANUFACTURER MYERS PUMP MODEL WGX20-21-35 MOTOR HORSEPOWER 2 MOTOR SPEED 3450 VOLTAGE 230 PHASE 1 HZ 60 MOTOR FLA 1 12.5 GAS SCRUBBER MFR I OH BIOFILTER GAS SCRUBBER MODEL I OHOG-2-ABS-COMM X40-%36-FIBERGLASS HYDRO PUMPS, INC. 6512 NW 13TH COURT MAIN PLANTATION', FL 33313 DISCONNECT TO DE (954) 583-3303 PROVIDED BY OTHERS Li DUPLEX SUBMERSIBLE LIFT STATION L2 FIBERGLASS WET WELL & VALVE VAULT PUMP MAKE/MODEL': MYERS WGX20 LIFT -OUT MAKE/MODEL: MYERS SRAX125 N G y �-4 BE GR 60AMP 240V, 1 PHASE, 60 HZ L1 - 115V TO GROUND JB1 VM B2 333 3 OTC CSC TO CONTROL 0 0 120 VAC FO-INIRDISMALLY SAFE CIRCUITS ISM 34 36 01 37 M01 41 I z LV 4 q1 6 7 B NON -HAZARDOUS LOCATION 4 - YELLOW T1 T2 T3 T1 T2 T3 u acorn" HAZARDOUS LOCATION 5 - GREEN WFIH R W B R W B F 1 NATIONAL CLASS [ GROUPS q,B,C,D 6 - BLUE ELECTRIC CODE CLASS II GROUPS E,F G 7 - PURPLE MI M2 CLASS III 8 - GRAY + 9 - WHITE 12 FLA 12 FLA 12vor. 2 HP 2 HP cHARGFR MAXIMUM CABLE LENGTH IS 1000 FT. FSI F52 FS'3 FS4 SWITCH CONTACT SHALL BE ANY NON -ENERGY STORING OR GENERATING MECHANICAL SWITCH - TYPE DEVICE CONTAINING NO CAPACITANCE OR PUNIFS IFAD IAe HIGH INDUCTANCE. NOTE- ALL CONDUITS TO ENTER FROM BOTTOM INLY OFF ON ON LEVEL USE COPPER CONDUCTORS RATED 60dI IF RATED LESS THAN 100 AMPSM 75de0C RATED 100 AMPS OR MORE FLOAT FLOAT FLOAT FLOAT TERMINAL TIGHTENING TORQUE REOWREMENTS FOR FIELD WIRING TERMINALS ARE AS FOLLOWS- 35LB-IN FOR #18- am 2 7 #10 AVG) 40L11-IN FOR 08 AVG, 45LB-M FOR #6-#4 AWGI AND 50LB-IN FOR #3 AVG AND LARGER 84TERMINAL TIGHTENING TORQUE REQUIREMENTS F13R #18 AVG PUMP CONTROL CABLES AND FLOAT CABLES ARE 201-9-IN R 1 SF2 3CAUTION - MULTIPLE POWER SOURCES ARE PROVIDED WITHIN THIS CONTROL PANEL MAIN FWD EMERGENCY CIRCUIT 23 e6 E BREAKERS A MECHANICALLY INTERLOCKED TO OP PREVENT SIMULTAI:XUS ERATION.DISCONNECT ALL 5 6 8 POWER SOURCES BEFORE SERVICING. WARNING - USE OF THE FOLLOWING COMPONENTS IS DEPENDENT UPON THE ADDITRONAL PROTECTION AFFORDED BY 13 34 THE GROW FAULT CIRCUIT INTERRUPTER AND THE UVERCURRENT PROTECTIVE DEVICE PROVIDED. DO NOT REMOVE OR DEFEAT THESE PROTECTIVE COMPONENTS. THE GROUND FAULT CIRCUIT INTERRUPTER SHOULD BE CHECKED PERIODICALLY FOR PROPER OPERATION, r1MPRNFMT IIIFNTTFTrATmN DUPLEX RECEPTACLE PASS 6 SEYMOUR 159STRWRW HYDRO PUMPS, INC. MISSIONARY FLIGHTS DATE: 5/7/18 REV: 0 HYDRO PUMPS, INC. MISSIONARY FLIGHTS DATE: 5/7/18 REV: 0 HYDRO PUMPS, INC. MISSIONARY FLIGHTS DATE: 5/7/1$ REV: 0 6512 NW 13TH CT. DUPLEX PUMP CONTROL PANEL BY: JRR CH: 6512 NW 13TH CT. DUPLEX PUMP CONTROL PANEL BY: JI122 CH: fi512 NW 13TH CT. DUPLEX PUMP CONTROL PANEL BY: Jkk CH: PLANTATION, FL 4XSS/M-2021-A7CDIEGILM02RSV DWG: APXX18 SHY: 1/4 PLANTATION, FL 4XSS/M-2021-A7CDSEGILM02RSV DWG: APXX18 SHT: 2/4 PLANTATION, ,3FIL 4XSS/M-2021-A7CDIEGILM02RSV DWG: APXX18 SHY: 3/4 (954) 583-3303 1k (954) 583-3303 WARNING TAPE EXISTING GROUND 2"x2" STAKE - -I' L SEWER SERVICE CLEANOUT cm 1/2" LOCKING VALVE SO T-I -Ui FINAL BACKFILL IN. 0 I. I- 01 MAIN FENCE1 1/2i' FIRE HOSE F F7 ® ------------ THREAD w/CAP o III III= TEE WITH 1/2" �3/4" HOSE BIBS w i-rL.ITl D �R s L MM / GR GR BUSHING - z X rn ` b"""` "" F N Ll- 0 D ® ¢-``MIM�� c�� -� INITIAL BACKFILL ® PIPE SUPPORT - 1 1 /2" PIPE -- III " "` "" III= BRASS (TYP. SEE DETAIL) COVERIm I w � I III IIII�' HORN ®® ❑ HORN 1 a /\i ■ ■ N\n SILENCE 1■ ® ® SILENCE -I 2" PVC PIPE SLEEVE MIN', 1- - IILT� BEDDING °J OR BOND BREAKER 'I IT;._ITH-ITH-II_T1-II-III=III=-III-1 917 IL 17 11 1 a 17 ENGINEERS 0 SURVEYORS IL PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 T 772-340-4990 19 772-462-2455 4B' DIAMETER FIBERGLASS REINFORCED WET WELL E 3NS5•N- LIFTING CHAIN HAIR IM,,SO WS6 BA91N REWIRE. MINIMUM 4.7 YARDS OF CONCRETE BALH ST (BY OTHERS) PUMP STATION SECTION VIEW px 1m 1 BOND TYPE 3045S GUIDE PIPE SCHBD PVC DISCHARGE PIPE HERS PUMP MODEL WDX20 SUBMERSIBLE iINNER PUMP RATED 211P, 23OV, IPH, 60HZ ITH 4.0' DIAMETER IMPf'I LER RY 22. GPM 140 FT YH (ERB SRAX125 LIFT-0GLT A TOP ELEVATION 20.50 FT NAVD B GRADE ELEVATION 20.25 FT NAVD C INLET INVERT ELEVATION 11.95 FT NAVD D ALARM FLOAT ELEVATION 11.95 FT NAVD E T7AG FLOAT ELEVATION 11.45 FT NAVD F LEAD FLOAT ELEVATION 10.95 FT NAVD G OFF FLOAT ELEVATION 10.45 FT NAVD H BOTTOM ELEVATION 8.50 FT NAVD J INLET PIPE SIZE 8" UNION 1/2" SS BALL VALVE - PRESSURE GUAGE (0-100 PSI) 2' SCHBO END UNION (TYPICAL OF THREE) Y BRONZE SWING CHECK VALVE (TYPICAL OF TWO) T BRONZE GATE VALVE (TYPICAL OF THREE) 2- SCHBD PVC PIPE TYPICAL THROUGHOUT 2' SC41BO PVC ELBOW (TYPICALOFTHRED 2-SERBS WC CROSS (TYPICAL OF ONE) 6" PIPE NIPPLE 1 1/2 RPZ BACKFLOW PREVENTER 6" PIPE NIPPLE WIRE COLOR CODE (#,CLR) 0 - BLACK 1 - BROWN 2 - RED 3 - ORANGE ❑ DEAD FRONT y BACK PANEL TRANSITION FITTING 6" MIN a wLIGHTNING ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME 1 1/2" BALL VALVE w/METER BOX SHALL NOTES: a w SURGE ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME �BE LOCATED OUTSIDE CONIC. AREA m ¢ BILL OF MATERIALS TO METER LOCATED IN GREEN 1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL CONSIST of IN -SITU 3 BM/BE MAIN/EMERG BREAKERS EEEC TSM2003HH2AA AREA OUTSIDE FENCED AREA GRANULAR MATERIAL OR APPROVAL MATERIAL. UNSUITABLE IN -SITU n1ArEelALs SUCH AS BI/B2 PUMP BREAKERS SQUARE D QOU220 MUCK, DEBRIS AND ROCK SHALL BE REMOVED. BC CONTROL BREAKER SQUARE D QOU115 PIPE BE BR RECEPTACLE BREAKER SQUARE D QOU115 REC DUPLEX GFI RECEPTACLE PASS & SEYMOUR 1595TRWRW FENCE STD. STAINLESS STEEL 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE 3 RKLA LIGHTNING ARRESTOR SQUARE D SDSA3650 3 B" U-BOLT COMPACTION UNDER THE PIPE HAUNCHES. ❑ KRSA SURGE ARRESTOR SQUARE D SDSA3650 +1 L_ VM VOLTAGE MONITOR DIVERSIFIED UOA-240-ALA WRAP PIPE WITH 1/4" 3. THE PIPE SHALL BE PviceD IN A DRY TRENCH. GR GENERATOR RECEPTACLE APPLETON ADR603 4RS S.S. UNISTRUT 316 S.S. AT U BOLTS 0 DPDT RELAY, 120VAC IEL RR2PUCI20VAC 2"-18" j- 4. BACKFILL SHALL BE DONE WITH APPROVED MATERIAL, CLEAN AND FREE OF ROCKS, MUCK O SI/S2 PUMP STARTERS TELEMECANIQUE LC1D18157 Sl AND OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE ❑ z OLI/2 THERMAL OVERLOAD RELAY TELEMECANIQUE LRD21 1/4" CHAMFER POST BASE USING MECHANICAL TAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. ¢ SC START CAPACITOR MYERS 23499 (ALL AROUND) w RC RUN CAPACITOR MYERS 23499GOO00000 S. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT o SR START RELAY MYERS 23499C000 ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO r BATTERY CHARGER INGRAM FLC-2207 3/8" STAINLESS STEEL WEDGE T-99. BATTERY INGRAM B1205AH L) AL ALARM LIGHT, 12VDC INGRAM LRX-25 TYPE CONC. ANCHORS 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING BACKFILL_ Z HORN ALARM HORN, 12VDC INGRAM AH1224DBG PIPE SUPPORT DETAIL SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 98% MAXIMUM DENSITY L)SIL SILENCE CONTROL CONCEPTS PBO AS DETERMINED BY AASHTO T-180 N TEST ALARM TEST CARLING 6FA54-73 ILL! R1 APDT RELAY, 12VDC IDEC RR2PUC12VDC NOTES: B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING FILL_ = ~ ISM ISOLATION MODULE DIVERSIFIED IS0120ACE R2/3/4/5 DPDT RELAY, 120VAC IDEC RR2PUC120VAC ALL ABOVE GRADE PIPING SHALL BE BRASS. FITTINGS SHALL BE BRONZE. SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 95% MAXIMUM DENSITY AS o ALT ALTERNATOR DIVERSIFIED ARB120ABA DETERMINED BY AASHTO T-180. SWI/2 HAND -OFF -AUTO SWITCH CONTROL CONCEPTS SS03 2. ALL JOINTS SHALL BE THREADED. r J ETMI/2 ELAPSED TIME METER REDINGTON 711 7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS o PL1/2 PILOT LIGHT CONTROL CONCEPTS FVLU120PLLGN 3. MIN. 24" CLEARANCE BETWEEN RPZ BACKFLOW PREVENTER AND CONTROL PANEL; REQUIRED. ❑ SF1/2 OIL SEAL FAIL RELAYS SYRELEC PNR110A 8. MINIMUM COVER: UP TO 8" PIPE IS 30" COVER; 10" TO 12" PIPE IS 36" COVER; 14" AND w PL3/4 OIL SEAL FAIL LIGHTS SELECTA SL53215-6-BG 4. THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED LARGER PIPE IS 48" COVER. w ENC PANEL ENCLOSURE HAMMOND HW36301OSSHK WITH Two WRAPS OF TEFLON TAPE. HYDRO PUMPS, INC. 6512 NW 13TH CT. MISSIONARY FLIGHTS DATE: 5 7 18 REV: 0 L / BY: JK CH: L`c ""°"` # ST LUCIE COUNTY Nc'nT>;IR x R.1S'ris)1 ATr;1R wnsHDowN HYDRANT AT LIFT STATION ,; rz°„°, ° ,; ® ST 1. 14iti ('OUMI'Y , WATER �, WASTEWATER TYPICAL TRENCH DETAIL z m w ❑ PLANTATION, FL aJ(1I�rL-�{ DUPLEX PUMP CONTROL PANEL DWG: APXX18 SHY: 4/4 CONS rRUCI9 DN covsrlRVR:r1DN s r 954 583-3303 ( ) _ _ 4XSS/M 2021 A7CDIEGILM02RSV STANDARDS STANDARDS MlE MPROYED. DECEMBFA x013 DMx1xc NUuMER. - S 21 DEwuem xm _ DATE MPRP/E9. 3 M ' a mumxG xu DER. G 5 L /� Z w U 0 DO F- SMH #4 STA: 10,04.08, 20.00' L TOP EL. 19.72 SMH#3 STA: 6+78.07, 20.00' L TOP EL. 19.55 C LOW POINT OF SWALE-, \`II l GRADE C.L. OF RISER PIPE /- -� / Z X - COVER MARKED "S" ? < HOUSE I_ -MATCH EXIST. SURFACE y. LATERAL I EDa N ^ ''�.� ',• w #4 BAR CONT. MIN. SLOPE - _ _ TYPE "B" FT. BEDDING PROPERTY LINE ❑ z CONCRETE ALL AROUND _ _ _ �Y (TYPICAL)- < a SCREW - a (3000 PSI MIN) r'`/ i ANGLE VARIES (ROTATE WYE BRANCH 6"X6"x4'X4" CAP W/ a g PLUG ACCESS BOX AND LID J ^ AND BEND AS REQUIRED) SEWER P.V.C. "Y" FOR x RISER S ONE CUBIC YARD OF CONCRETE MAIN TYPE CTED WELL DOUBLE CONN. � w 4"-45'-' ENCASEMENT. KEEP CLEAR FROM COMPACTED SOIL BEDDING PROPERTY LINE a 3 HORIZONTAL PIPE WYE & CURVE (TYPICAL) ❑ m ELBOW �45' P.V.C. WYE CLEANOUT ----- SEWE - --- -- MAIN - - - MARKER BALL P.V.C. CAP AT P.V. WYE OR T-WYE TERMINUS PVC -- - - 4" DINGLE CONNECTION WATERTIGHT P.V,C. STOPPER W/ STAKE VARIES (TYPICAL) CLEANOUT NOTES: 1. INVERT OF LATERAL TO BE 36" FROM FINISHED GRADE EXCEPT ON WATER 1. LINE SIDE " OF STREET R W WHERE IT SHALL DROP TO 48" A / S SOON AS DEPTH OF SEWER MAIN PERMITS. 2. INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR OPPOSITE WYES AND RECORD LOCATION. ST I III II COUNTY VVAT; F 6 R lSTISIT it Ell CUNSII RICTMDN STA IN DA R- SEWER SERVICE CLEANOUT AMEMMOMMMM S )H.^= # MPNOYEP S.D.R. x01fi pRAWINO NUMBER: S-2 2,_6„ NEMA 4X STAINLESS STEEL - FUSED DISCONNECT SERVICE METE O O DISCONNECT HANDLE SHOULD BE LOCATED AS SHOWN FEEDERS & CONDUIT SCH 80 UV RESISTANT C CONDUIT AROUND SIDE OF PEDESTAL T/BANK NOTE: 1 #61N j" CONDUIT 20.00 _ - - �EL. 20.0± CANAL ELEWS TAKEN FROM VELCON ua fO GROUP, INC. SURVEY JOB No. 04-762 4 HOSE BIB \ (SEE NOTE #2) 1900 N, STAINLESSSTEEL \ BE STRAPS (V APPROVED MECHANICAL 18CO \ CONNECTOR \ T/BANK UV SCH 80 PVC EL. 17.2t 16.00 ._ 17,00 15.00 326 L.F. 8" PVC -„ T, ,- .. ; 16.00 \ / .vm ,. \ / Q / 0.40°u (MIN.) 5.00 14.00 LL \ \ BOTTOM CANAL EL. E S10PE--\, / 13.00 E INV. j 14.00 _T/SLOPE VARIES 13.5 - 14.1 ,.. J \ EL. 13.5± - -. - 12.00 I w 13.00 - - - - - W,_.. ,.._..„ --E IMP„_ .............. E 12.30 EL 12.30 ._,_......_..._....,.... _... ._-._..-...„_ __„:......_ 11.00 C MIN. 11.00 __„____ -.,._..__._.._..„...,,....._..,.-_,,.... ..�.-......_._ 7.,.__......._,.,..._..._,.,....� N INV. COVER 10+00' 9+DO 8+00 _._.., _-_.„,.,.. _._ 7+00 ___-...._..._.... PROPOSED 2" POLY E8OOOO DR-11 FORCE MAIN SANITARY SEWER PROFILE SMH #4 - SMH #3SCALE: 1"=30'H FORCE MAIN CANAL CROSSING DETAII.,- 1"=3' V SCALE: i" = 10' IN V= TV - i t1 ii iii ill II I11 -----TO POWER] ii V SOURCE PROVIDE CONCRETE I TALWI#4 i JI PEDES -j--REDARI2'O.C&E.W. - 1 (SEENOTE#5) i L _ _ _ i }'%10'COPPER GROUND ST 1DCII COITN'CY SANITARY SEWER WATER R x \T \S 1'DW 9'f1:R LATERAL DETAIL CONS; RILT'ION h1 aNDARDS DATE APPROVES: OECEMBEP x015 OINWING NUMBER: DISCONNECT--- .n (SEE NOTE #5) G a FINISH GRADE 0. TO POWER� V SOURCE _HIGH LEVEL ALARM LIGHT VISIBLE FROM STREET STAINLESS STEEL CONTROL PANEL (SEE NOTE) "MIN. CONDUIT SEAL OFF TO BE PLACED WITHIN 1R'OF ELECTRICAL ENCLOSURE (3 -1j" REQUIRED) NEMA 4X-24'L X 6'W X 8"H JUNCTION BOX WITH TERMINAL TRIP WITH BACK PLATE Z iA (I _ ° A/SEEP -J__(BEE NOTE TO WET WELL rt PROVIDE THEE 2" SEPARATE CONDUITS FOR MOTOR CABLES AND LIQUID LEVEL REGULATOR CABLES. CONDUIT SHALL BE SCH 80 PVC. ROD REAR VIEW SIDE VIEW NOTES: t THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF T. 2. A BACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER ST. LUCIE COUNTY UTILITY DETAIL S-21. 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 THIS EOR. O iSL(, C PROJECT NUMBERS DUPLEX GRINDER SYSTEM MNSP 420175121 CONTROL PANEL - PEDESTAL DETAIL RZ 420175120 Y0 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 3 � J mw DO w w w Lv m ? a K z Z >> o M J m C0 K �' o DO J> B U O 0 DO DILL Eg `- ❑ J O m O O d d O Z z i O U w_ N N J z z w Z Z on U OU w O J U w N U 0_ � a J y D_ r DO a w SO z z ❑ It J a ED N❑ w Lu ¢ W t�V W N N O O O Q cn Z V J Q� ® c 0 Q (L J WU. 0. W r r MtiM ® J Z 2 W O�s Q J z c Q ® Z Q W Z W 0 Z V �' = w ® W 0 J 3 U � N 1 jCE _ ZZ-7., 3.R. HARRISON, P.E:. M z27i$TATE of= - r . le j' i � 4M1 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 R 772.462.2455 , 11 OF 15 Elk KELErSE VALE �.� FACIN13 PVC VENUE- ARV ENCLOSURE {BL:3E FOR 'WATER )� EL80V AND 'APITONE PURPLE 522C FOR t j RIGHT s'RIVATE y RECLAIME'1Y (SEE NOTE 4) �.. i)F WAY """" "'"""""" ` ?PERT' SUBAQUEOUS MAIN . ,... ._.... IUTHM Vf11.ITy CROSSING WARNING RAISED LETTERS (ST. LUCIE COUNTY - Green90rSewer 2 NIPPLE 12" ON CROSSING SIGN AS REQUIRED OROSS01 UTILITIES) 1" HIGH, FLUSH WITH TOP OF < TEE -- _. BY DISTRICT ARV (AIR VALVE AND COVER 2 x1 E`�U EA ,.GYEI; ENC1 VAULT NOT SHOWN ARV (AIR VALVE FRAME AND COVER SHALL MACHINED OR H "t;T -.1' lT t SCREEN AND VAULT NOT FOR CLARITY) GROUND T GROUND TO SEAT FIRMLY ME III ;;T MESH SHOWN FOR E.M.S. CAST IRON FRAME AND AND PREVENT ROCKING NIPPLE S" CLARITY) MARKER COVER U.S. FOUNDRY TYPE > _ R MIF1 / / 227-AS OR APPROVED EQUAL T' 1LC u_`=T 18' MIN WATERWAY (TYPICAL) I L,E 3w DESIGN SECTION , "GREASE TRAP" OR INERCEPOVERTOR" TO \ \ T II II Z f1C'� SEE 0 _ 4 0" MIN SEE ANITARY SEWE PAMREX 24" DUCTILE �r NOTE 5 COVER NOTE 5 RING AND HINGED CC 9 or ` - RAISED LETTERS K •' 1 RAISED LETTERS (2015) 1" 1 (SANITARY SEWER) 1" HIGHRUSH I m _ C:'IA HOLE OP OF WITH TOP OF FLUSH ITTO TYYEAR - COVER UPDATEHIGH OF COVER r ;ALL ; ; T _ _ _ OLATION ALVE CASTING ___ (2) NON PENETRATING INLET Vill ELW ( EE 'VALVE PICK HOLES 2-WAY 0 i ETTING REQUIRED CLEANQUT '� >L L -._-,. SEE NOTE 6 RETAIL' (TYP) (TYP) t _ V _ p NO ES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) GROUT GROUT 4" MIN. INLET PIPING CONCRETE COLLAR AROUND CLEAN OUT TOP VIEW CONCRETE. 24 SNP SEWER CLEANOUT ADJUSTING MIN.�SEE DETAIL (TYPICAL) RING Ir(TYP•) / RINGS F___ ZTRAFF ' RATED WATER LID LEVEL MIN. 4" MIN. OUTLET PIPING STAINLESS STEEL BRACES, BRACKETS, NUTS AND U BOLTS, OR PVC 1. IN SOME CASES AIR RELIEF VALVES MAY BE REQUIRED. 6" MIN. 1 COMPANION FLANGE z t,l .b r.• `- F f -T"'F;E w/TEE AND S.S. BOLTS - ` 2. EXACT LOCATION AND NUMBER OF BLOWOFFS, VALVES, SIGNS, AND E.M.S. ARKERS TO BE O '--------- SADDLE TAr DETERMINED IN THE FIELD BY A DISTRICT INSPECTOR, El am211E iF i I E I T. T 1 r 3. IF WATERWAY IS NOT CUT TO THE DESIGN CROSS SECTION, THE 4'-0" MINIMUM COVER o ' 1 „1(. ah E . !7 H I E: SHALL APPLY TO THE DEEPER SECTION, WHETHER EXISTING OR DESIGN. NOTES' E b,1 1E> (SEE NOTE 1 1. E 1. MINIMUM WEIGHTS: COVER - 190 LBS., FRAME - 220 LES. 0 ( ) A. ISOLATION VALVES MAY BE DELETED ON SOME FORCE MAIN INSTALLATIONS. ENGINEER OF RECORD SHALL OBTAIN WRITTEN PERMISSION FROM DISTRICT TO DELETE PUG VALVES. N. t7TF<i. 2. FRAME AND COVER SHALL BE U.S. FOUNDRY 227-AS OR APPROVED EQUAL. 5. PIPE SHALL BE RESTRAINED FOR A MINIMUM DISTANCE OF 60' FROM EAC TOP Z 1, OFFSET DISTANCE TO BE FIELD L;ETE ltlh E `3dE; y , ,.Lt�s,,E Tt"; THE L.L:HT OF r-r:r = DEFLECTION. SEE PIPE RESTRAINT TABLE" DETAIL FOR ADDITIONAL RESTRAI T. DISTANCES. 3. MANHOLE COVER SHALL HAVE THE WORDS ST. LUCIE COUNTY UTILITIES "SANITARY SEWER , POSSIBLE ,AND CLEAR OF PEDESTRIAP VALR�NAY5. IF �I�E AT FIGHT OF 'WAY U"1E, 'Su : AND THE YEAR OF THE CASTING CAST IN METAL. LETTERING SHALL BE 1" HIGH AND FLUSH S OFFSET RE,DARE'"i, 6. WHEN THIS DISTANCE EXCEEDS ONE LENGTH OF PIPE THIS DETAIL DOES NOT APPLY AND W/ TOP OF COVER. 2... ABGVE ET IL -LIES TO A 2" ARV:. FOR LARGER ARV'S. PIPE DIAMETER SHALL BE CLASS 56 DUCTILE IRON BALL & SOCKET PIPE SHALL BE USED FROM VAWE TO VALVE. x° EQUAL il; THE Ir'E OF THE ARV. DEFLECTION OF BALL & SOCKET PIPE NOT TO EXCEED 15' C MANHOLE COVER SHALL MEET H-20 TRAFFIC LOADING 5 a 3. ALL � I I-L,E:?, :AND APPURTENANCES To BE BRASS OR 35 SS EXCEPT WHERE ' 7. FOR WATER MAINS 1" PERMANENT TAPS SHALL BE PROVIDED ON BOTH SIC ES OF THE w f;" E'.IFIE % : THE,:'NI`.=E. ISOLATION VALVE CLOSEST TO THE SUPPLY SOURCE. i" POLYETHYLENE TILLING AND CORP K STOP SHALL BE EXTENDED FROM EACH TAP TO AN APPROVED METER BOX 4. THE E" L;51,hE VENT Il TIE CAPAI;LE OF A.LLOA NG AT LEAST THE SAME AN.W,NT :T F, AIRFL.,t! PS THE VALVE. O No �I LLCIE COUNTY ST. LUCIE COUNTY_ ST. LUCIE COUNTY 0'- VALVE AND BOX r T" SUBAQUEOUS ROSSING MANHOLE FRAME ANDWATER& WASTEWATER WATER & WASTEWATER 3 {POTABLE / RECLAIMED) a WATER &WASTEWATER COVER F- CONSTRUCTION- CONSTRUCTION • CONSTRUCTION STANDARDS .......__.._.. , .. W SIRE ++E"!Inflt: CfiE49.ER 2UI8 ,smMM{ ,:rvSDt Gam) B STANDARDS. EEMEE RgPRWEO: OECENffR 20t6 0 MC NUMBE0. G-21 STANDARDS WlE MPROYEO: OECEMBER 2015 ptgtryHC NUMBER : S-3 SEE MANHOLE m NON -SHRINK GROUT FRAME AND = COVER DETAIL SEE MANHOLE FRAME ~ FINISHED GRADE ASPHALT z COVER DETAIL w NON-SHRIN GROUT 6" MIN FINISHED G DE I PRECAST ADJUSTING FINISHED PAVEMENT 6" MIN It RINGS (6" MIN TO 12" VARIABLE ADJUSTMENT W/ - a ..T",MAX.) a g ti a PRECASTREINFORCED CONCRETE ADJUSTMENT i o o CONCRETE SECTION (KEYED RINGS TO LOWER WALL) P, 4'-0' MIN 8' 4' o STANDARD PRECAST FLAT TOP SEE MANHOLE /LIFT STATION w/ ECCENTRIC OPENING 0 8„ SEGMENT JOINT SEALANT W e JOINT SEALANT DETAIL -0" MIN 8" m 1,2,3, OR 4' LENGTHS AS GROUT (SEE INVERT FLOW PRECAST CONC. MANHOLE w w CHANNEL DETAIL) 4 REQUIRED 6" MIN ,d. GROUT (SEE INVERT a PRECAST BASE SECTION m ° FLOW CHANNEL DETAIL) 6" MIN m 6" MIN 6„ a v v 3 8" MIN O 12" OF COMPACTED z NO 57 STONE U ° a NOTES, 0 1. MANHOLES SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C478. 2. CONNECTIONS AND GROUTING IN MANHOLE NOT SHOWN. SEE DRAWINGS FOR PIPE SIZE, a LOCATIONS AND INVERTS. U 3. PAINT OUTSIDE OF MANHOLE WITH TWO COATS OF COAL TAR EPDXY a (BITUMASTIC 50) m F 4. LINE INSIDE OF MANHOLE WITH AN APPROVED LINING MATERIAL. 0 5. ALL PIPE PENETRATIONS SHALL BE PRECAST. 9+00 DETAIL MIN 12" OFCOMPACTED NO. q7 STONE NOTES 1. MANHOLES SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C478. 2. CONNECTIONS AND GROUTING IN MANHOLE NOT SHOWN. SEE DRAWINGS FO PIPE SIZE, LOCATIONS AND INVERTS. 3. PAINT OUTSIDE OF MANHOLE WITH TWO COATS OF COAL TAR EPDXY (BITUMASTIC 50) 4. LINE INSIDE OF MANHOLE WITH AN APPROVED LINING MATERIAL. 5. ALL PIPE PENETRATIONS SHALL BE PRECAST. 6. THIS TYPE OF MANHOLE SHALL BE LIMITED TO DEPTHS OF 6 FEET. CORE DRILL MANHOLE GROUT IN I. .d COUPLING WITH NON -SHRINK GROUT BOWL TWO STAINLESS STEEL SUPPORTS 5„ AND FASTENERS AT 4'-0" MAX jf[MAX. SPACING (2 MIN) PVC 45' BEND NOTES. 1. ALL DETAILS AND SPECIFICATIONS FOR STANDARD MANHOLES ARE APPLICABLE EXCEPT FOR REFERENCES TO DROP ASSEMBLY AND COATINGS. 2. THE PRECAST BASE SHALL EXTEND FULLY UNDER THE DROP ASSEMBLY. 3. DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT INVERT IS LOCATED 2.0 FEET OR MORE ABOVE THE MAIN INVERT CHANNEL. DROP CONNECTIONS SHOULD NOT BE DESIGNED FOR LESS THAN A 24-INCH DROP. 4. SOLVENT TYPE JOINT P,V.C. FITTINGS MAY BE UTILIZED IN THE DROP ASSEMBLY ONLY. m (TYPICAL) 6" MIN. 6" MIN. 6" MIN. D r- ECTION NOTES: 1. GREASE TRAPS SEPTIC TANKS) SHALL BE MANUFACTURED BY FLORIDA SEPTIC INC., SEBRING S PTIC, AVERETT SEPTIC, OR APPROVED EQUAL STATEMENT: "THIS CONCRETE STRUCTURE MEETS OR EXCEEDS ALL THE REQUIREMENTS FOR GREASE INTERCEPTORS/SEPTIC TANKS AS IN THE FLORIDA ADMINISTRATIVE CODE, CHAPTERS 64E-6.0138D & THE SHOP DRAWINGS (3 COPIES MINIMUM) SHALL THEN BE SIGNED .AND SEALED BY THE ENGINEER -OF -RECORD AND FORWARDED TO THE DISTRICT FOR APPROVAL." 2. ALL INTERNAL COMPONENTS WILL BE CONSTRUCTED BY GREASE TRAP INSTALLER. 3. TANK INSPECTIONS WILL OCCUR WITH TANK ABOVE GROUND. 4. BAFFLE SHALL BE INSTALLED 1/2 (ONE HALF) TO 2/3 (TWO THIRDS) 'D'. S. MEETS H2O LOAD REQUIREMENTS. ST. LUCIE COUNTY DOUBLE -COMPARTMENT WATER & WASTEWATER GREASE TRAP $ OIL SEPARATOR ® CONSTRUCTION STANDARDS O RE APPROVEU: DECEMBER 2016 1 OMWWO NUMBER: -PLUGGED DRAIN NOTES: 1. RAIN GUARDS SHALL BE INSTALLED ON ALL MANHOLES, REQUIRED BY THE DISTRICT. ST. LUCIE COUNTY STANDARD PRECAST INV. ST. LUCIE COUNTY FLAT TOP RECAST ST. LUCIE COUNTY INSIDE DROP ME ST. LUCIE COUNTY WASTEWATER RAIN WATER&WASTEWATER MANHOLE DETAIL® WATER&WASTEWATER MANHOL DETAIL `gy I WATER & WAS TEWATER MANHOLE WATER&WASTEWATER GUARD DETAIL CONSTRUCTION _ CONSTRUCTION FOR SHALLO MANHOLES _ CONSTRUCTION CONSTRUCTION STANDARDS STANDARDS STANDARDS STANDARDS MlE /J%iGYEo: oECEMeEx tots d6W9xc xU.SER! S-5 MiE iPPROVEP. MCEMBER xots o Mc xuMBER: S-6 MtE MPROYEo, oECEM9ER 201s pR/MiNp x11MBEY: $-9 DATE MPRWFD: oECQSFA. zots DWMNO xuMBER: 326 L.F. 8" PVC 0.40% (MIN.) 8+00 SMH#3 STA: 6+76.07.20.00' L TOP EL. 19.55 7+00 -EL. 12.30 N INV. SMH #2 STA: 3+73.08, 20.00' L TOP EL. 19.33 �0.40%(MIN.)" III 6+00 5+00 4+00 SANITARY SEWER PROFILE SMH #3 - SHIM 11.1 SCALE: V=30' H 1"=3' V INV. INV. EL. 3+00 236 L.F. 6' PVC 0.40%(MIN.) ALL VALVES SHALL HAVE CONTINUOUS TRACE WIRE INSTALLED UNDER A BOLT FINISH GRADE AS FOLLOWS: FIRST LOOSEN �.n/7 BOLT, THEN STRIP 3" MIN., "ABOVE) BOLT WRAP ONCE AROUND BOLT, (SEEE)1 TWIST, 2 WRAPS. THWNIG NOT CUT WIRE" ACETIGHTEN BOLT AFTER WRAPPING TRACE WIREAROUND THE BOLT. , HALF HITCH HALF HITCH ON BEHIND EACH EACH SIDE OF BELL ALL VALVES FINISH GRADE E/P ETER BO) u #10 THWN MULTI STRAND CONDUCTOR COPPER TRAC DETAIL OF THREE (3) WIRE WIRE SPLICE BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE TAPS HALF HITCH AT ALL SERVICE TAPS & EACH END OF ALL FITTINGS - CUTAWAY DETAIL OF A � � u TWO (2) WIRE SPLICE 4" AM pm, NOTES: 1. TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY DISTRICT AND THE 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 TO TEST DURING START UP IN THE PRESENCE OF THE DISTRICT. .WxaxM:x ST. LUCIE(OUNTY WATER & WAS TRACE WIRE m CONSTRUCTION DETAIL .. S'TANDA.RDS MlE MPRWEP. DECEMBER 2016 1 OMWING NUMBER: SMH #1 STA: 1+26,51, 2.W R TOP EL. 20.03 W INV. 2+00 1+00 SLC PROJECT NUMBERS MNSP 420175121 RZ 420175120 ENGINEERS Q SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 R 772340-4990 T 772-462-2455 ,1� www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 m > o m dz40 W a ;z 5a; 0_ � o¢ W Q cocl7 LL� oU F J � W 0 O 0 U O 0 U O W rn w J � r y' Nil! 0 y �. r �. • 0 i C ,' IN oilNEE �• F_ ism f� ,•.:LL ,' + ,. -- &(' r 1■ nco, � ' A V 4 I, 0 lt is is 4. �,.. 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 �� 772-462-2455 1 -12 FORT PIERCE UTILITIES AUTHORITY FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES WATER DISTRIBUTION NOTES CONTINUED 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE. 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UT/L17IE5 AUTHORITY. N THE E ENGINEER INCLUDING 17. THE CONTRACTOR SHALL FURNISH RECORD DRAWING IS, BLOTI LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOF%, AIR RELEASE VALVES; AND. ANY OTHER , 2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905, PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED PRESSURE CLASS 150, DR (18). WATER MAINS WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM TO BY THE UTILITIES ENGINEER. AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO (DR) 17 1& THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UNUTIES FOR DIRECT BURY, (DR) 11 FOR DIRECTIONAL BORING, AND (DR) 9 FOR 2 INCH AND SMALLER PIPELINES. AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE 3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI/AWWA C157/A21.51 TAPPING VALVE AND SLEEVE. AND SHALL BE PRESSURE CLASS 250 M)INIMUM . ( 19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MULTI STRANDED WIRE (BLUE 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR WITH BLUE STRIPES, IN COLOR) AND /DENTIFCATION TAPE WITH 'WATER" MARKED ON TAPE PERMANENTLY ATTACHED TO THE TOP THE USE IDENTIFICATION TAPE ATTACHED TO THE TOP THE PIPE MAY BE USED IN LIEU OF M OF THE WATER MAIN /N ACCORDANCE WITH THE FORT PIERCE UTILI7E5 AUTHORITY SPECIFICATIONS. CATIONS. Z ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OFF IDENTIFICATION TAPE AND THHN WIRE. 20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TFN FEET AWAY FROM CATE VALVES, AS SHOWN, FOR TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LINE CONTRACTOR SHALL PLACE A BRASS PLUG w 5. FITTINGS SHALL BE DUCTILE IRON CONFORMING TO ANSII/AWWA 0-110/A21.10, CUSS 250 MIN., CEMENT LINED /N CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TES77NG LOCATIONS. OF AND FACTORY COATED 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED /N ACCORDANCE WITH > 6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN OR APPROVED MANUFACTURER'S OR ENGINEER'S RECOMMENDATIONS (WHICHEVER /S MORE STRINGENT) r EQUAL VALVES SHALL CONFORM TO AWWA C-509. AND FPUA REQUIREMENTS. J 7. WATER ONES SHALL BE AND COMPACTED ACCORDANCE WITH FPUA DESIGN AND 22. ALL MAINS SHALL BE TESTED A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO T CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY S THE CO U M AWWA C-600. - 2 HR MINIMUM TEST J FPUA ENGINEERING AND THE C11COUNTY, FOOT. IN CASES WHERE PAVED AREAS NOT BE FALL WITHIN THE JURISDICTIO LOCAL ON OF LOCAL OR STATE AGENCIES; THE COMPACTION REQUIREMENTS SHALL 1/2 0 LESS THAN THE MINIMUM REQUIRED BY THEm(P7 APPROPRIATE RESPONSIBLE AGENCY. L= 148,000 ~ 3 8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE L- LEAKAGE IN GPH FPUA ENGINEER AND CRY/COUNTY/FDOT ENGINEER. S- LENGTH OF PIPE /N FEET W 9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FOOT ENGINEERING 48 HOURS PRIOR TO D= PIPE DIAMETER /N INCHES COMMENCING CONSTRUCTION P= TESTING PRESSURE IN PSI Ul CONFERENCE THE ENGINEER, CONTRACTOR. FP f0. APRE-CONSTRUCTION CONFE E CE BETWEEN H E NEER THE ONTR4C R. AND C17Y FPUA / 23. PRIOR TO ANY TESTING ALL MAINS 6' IN AND LARGER SHALL HAVE A SWAB PASSED. Z COUNTY OT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. /FD NDA.OTE: LINE. THE ENTIRE LENGTH OF THE LINE NOTE SWAB SHOULD BE PLACED IN 1st. JOINT N END OF MAIN SHOULD TURNED AT 45X AND EXTENDED THAT SWABBING AND A FULL BORE END A FULL 11. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF LI -O FLUSH CAN BE ACCOMPLISHED. BLOW -OFF LA CAN THEN BE PULED. WHERE LINES BRANCH, SWABS OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER. QASSYUEN WILL BE PLACED IN BRANCH LINES AND SEOUENTWIY SWABBED AND FLUSHED. y 12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/ 24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SHALL BE MAIINMINED 0 COUNTY/FOOT ENGINEER. PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VERTICAL SEPARATION Z OR /N PVC CASING. IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES /F WATER MAIN IS UNDER SHALL BE O MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES. THE DISTANCE SHALL BE 13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE WHERE THIS MINIMUM REQUIREMENTS. SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT 14. EXISTING UTIU71ES AND DRAINAGE SHALL BE FIELD VERIFIED PR/OR TO CONSTRUCTION AND PROTECTED BY OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT C1 Z THE CONTRACTOR. THE CROSSING. SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VER7/C4L CLEARANCE OF 6 INCHES O DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA L-651 FOR DISINFECTION. MUST BE MAINTAINED AT ALL CROSSINGS. 25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAWN PIPE A MINIMUM OF 6 INCHES OF N VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, AND SHALL O BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING. 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. w Pjh?n WATER DISTRIBUTION G._ 1 ,¢� PIF,Wn WATER DISTRIBUTION (�_ ) NOTES �� NOTES FEN APPD: WA/ER ASIEWA2R ENGINEERING p41F RE1fl9510N: WAI R A AIEfl E I E Fl � DESIGN COMPUTER i11£ /{�� OE5M.N�D: COMP PILE FT. PIERCE UTILMES AUTHORITY Nl Fi PIERCE U LTE6 AUTHORITY FINISH GRADE MEP/UNION 112T-147510 CONTINUOUS #10 THHN MULTI STRAND TRACE WIRE HALF HITCH BEHIND EACH BELL E/P TRACE WIRE HALF HITCH ON J EACH SIDE E- FINISH GRADE - BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE TAPS HALF HITCH AT ALL SERVICE TAPS & EACH END OF ALL FITTINGS NOTES:7 1) TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER AND SHOWN /N STANDARD DEFAILS. 2) INCLUDE ALL COST OF MATERIAL & LIBOR IN PRICE OF PIPE 3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. TRACE W/RE (NT.3) 24 X24" SQUARE PAD X 4' THICK 24 x24' SQUARE PAD X 8" THICK CONCRETE COLLAR IN UNPAVED AREAS W/REINFORCED CONCRETE CONCRETE COLLAR W/ 4 il4 MESH RE84R 3' FROM EDGE OF PAD 6' PVC-900 PIPE, ,.I -RESILIENT SEAT 6' AU GATE VALVE ANCHOR TEE NON -RISING STEM VARIES 4 1/2- PUMPER NOZZLE APPROVED TRAFFIC TYPE HYDRANT PACING ACCESSR/W WITH 5 1/4" OR 6- VALVE OPENING HOSE AND E NOZZLES 2 i/2' HOSES GROUND OR PAVEMENT Y" NEOPRENE RUBBER SURFACE AROUND HYDRANT N p R.P.M. _,"'FINISHED BURY LINE TO BLUE FINISHED GRADE VALVE BOX (SEE DETAIL) _�RESIUENT SEAT 6" GATE VALVE e NON -RISING STEM 6" C-900 P.V.C. PIP UNDISTURBED SOIL 1 CY OF PEA ROCK (MIN) 6' W ANCHOR TEES NOTES.- 1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE. 7. ENTIRE ASSEMBLY TO BE MECHANICALLY RESTRAINED. 2. HYDRANT SHALL BE PAINTED CARNIVAL RED B. BLUE LOCATOR SHALL BE PLACED IN CENTER OF TRAVEL FROM FACTORY. LANE CLOSEST TO HYDRANT. J. HEEL TO REST IN UNDISTURBED SOIL. 9, ALL HYDRANT VALVE BOX COVERS SHALL BE PAINTED 4. THE ONLY HYDRANTS ACCEPTABLE ARE: CARNIVAL RED. 'I KENNEDY GUARDIAN, MUELLER CENTURION, 10. LOCATE WIRE SHALL TERMINATE AT HYDRANT & AMERICAN AW, CLOW OR APPROVED EQUAL. ISOLATION VALVE 5. HYDRANT ASSEMBLY MUST BE RESTRAINED 17. 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 (7FT-6IN,) IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT$ WITH FOUR FOOT (4 FT.) CLEARANCE TO THE REAR OF HYDRANTS SHALL BE MAINTAINED. TYPICAL FIRE HYDRANT ASSEMBLY (N.T.S.) FINISHED MAXIMUM TRENCH WIDTH GRADE 2 x PIPE DEPTH + W PUCE AND COMPACT PER SPECIRCATION 3 W 7 PIPE O.D. + 24 IN MAX. WIDTH n MAX. MAX. �I INVERT 112 PIPE "O.D." ' HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL NO i1)THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT, 2 INITIAL BAC LACED TO 12- ABOVE THE PIPE. CKFlLL KECH SHALL BE HAND P VE E EN SHALL BE MECHANICALLY Y TAMPED TO A MINIMUM OF 100X OF MAX. DENSITY AS HANCALL DETERMINED BY A45HT'0 METHOD T-99. TYPICAL TRENCH DETAIL N.T.S. 2 1/2- P.V.C. SCN 80 CAP W/ 3/4" OUTLET OR APPROVED EQUAL 0 d 3/4'. P.V.C. SCH. 40 OR COPPER 0 S FIRE HYDRANT BALL VALVE N PROPOSED FINISHE71� GRADE / q0 0 BACTERIOLOGICAL SAMPLING POINT 0 FIRE HYDRANT (N.T.S.) 2"x 4" TEMPORARY MARKER (PAINTED BLUE) FINISHED GRADE FORD cure sroP ' /%. .�//�/it/i�/i�//i./i�//,✓/�//n/�/�%it// :%L/' /" 1' POLYEMYLENE e SERVICE LINE CORPORATION STOP V D F1102 OR APPROVED EQUAL STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH I.P.T. BACTERIOLOGICAL POINT0WATER MAIN POINT0WATER MAIN (N.T.S.) AFTER TMNG REMOVE 1" P.E. LINE AND CAP WITH BRASS PLUG AT CORPORATION STOP. FINISH GRADE �'. S NOTE N0. 5 EE 12" INITAL B4CKRLL EMBEDMEA SPRING WATER14L LINE y i OF FA UNCHINC PI PE '�:�;0'..>.:: ti; '� BACKFILLING REQUIREMENTS N.T.S. NOTES: 1) IN CERTAIN SOIL CONDIBONS A FOUNDATION MAY BE REQUIRED. 2 BEDDING 1S REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3) HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGUNE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 4) INITW. B4CKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF PIPE THE SOIL SHALL BE COMPACTED TO IOOX MAX. DENSITY.(A4SHTQ T-99) 5) BACKFILL SHALL BE COMPACTED TO 100X OF MAX DENSITY AS PER MSHTO T-99, TO A POINT 30' BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE. THE FINAL JO" OF BACKFIIL SHALL BE COMPACTED TO 98X OF MAX DENSITY AS PER A4SHTO T-180. 6) DENSITY TEST SHALL BE PERFORMED AT AREAS DETERMINED BY THE UTILITIES ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE 7) CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL TRENCH SAFETY REGULATIONS. TEE FOR TESTING WATER METER- 6' NIPPLE 90' ELBOW 2" LOCKABLE CORPORATION TEST PORT / PLAN 6' NIPPLE APPROVED RACKFLOW 1 ASSEMBLY 2" LOCKING METER FLANGE CURB STOP w PROFILE 2' COPPER SERVICE PIPE NOTES: 1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE NO PLANTS OR TREES WITHIN 18' AROUND METER OR 84CKFLOW. NO SOLDER JOINTS. 2, ASSEMBLY TO BE 29' FROM FINISH GRADE TO CENTERLINE OF THE FANGED 90' BEND. WATER WATERMEMZBACKFLOW PREVENTER ASSEMBLYPREVENTER ASSEMBLY DOMESTIC SERVICE (COMMER.IAL) (N.T.S.) LETTERING "WATER' OR SEWER" ON COVER INSTALL R.P.M. BESIDE 5 1/4- WEIGHTED VALVE BOX LID & O EO.P. TYLER/UNPART CONC. PAD 24' SQUARE /f2T-14751510 x 4' THICK 'R UNPAVED AREAS W/RETE MESH FINISHED GRADE CONCRETE MESH o a N_ O = VALVE OPERATOR SHALL ADJUSTABLE 3-_. BE NO LONGER THAN VALVE BOX & RISER 1a. 24' EXTENSION (IF NECESSARY) 5 THHN MAGNETIC WIRE VALVE Qi GATE VE , -If In GINGHAM & TAYLOR INSTALL R.P.M. 6' PAST 5 #" HEAVY DUTY THE VALVE BOX WITH VALVE UD W/4' THE TRAFFIC FLOW MECHANICAL JOINT SKIRT RESTRAINTS (TYP.) 4905-1.4 TYLER/UNION PART 112T-147510 SEE NOTE 12 TRACE WIRE 1/2" PVC - - CONDUIT - .II `II ll - II II II IL r . II NOTES• . II IP- 1. BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER VALVES AND GREEN RPM FOR WASTEWATER VALVES PAVEMENT EDGE. INSTALL R.P.M. ON THE 2. FOR WATER AND WASTEWATER VALVES INSTALLED IN PAVED PAD OF 5 Y' WEIGHTED AREAS, ELIMINATE CONCRETE PAD AND ENCASE THE MAGNETIC VALVE BOX LID & O WIRE IN 1/2- PVC INSIDE THE VALVE BOX SEVEN INCHES E.O.P. BELOW GRADE. VALVE 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 UTILITY TYPE SHALL BE USED IN ANY CIRCUMSTANCES. / OF TURNS TYPICAL GATE VALVE & VALVE BOX DETAIL N.T.S. FL / TO END SPOOL UNI-FlANOE FINISHED NIPPLE GRADE 2', BELOW PAD /- 90' ELBOW GRADE /2' CORPORATION SEAT VALVE RRTT (VALVE BOXTEST PQ _ " RNIN/SHED GRAD NOT SHOWN I - FOR CLARITY') I PLAN LENGTH - ,OS&Y GATE D.I. SECTION A -A SERVICE PIPE -I 24- I` MIN. NO 1. LANDSCAPING /S 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. 3. PRIOR TO POURING THE CONCRETE PAD, VERIFY THAT THE STANDPIPES ARE PLUMB, TRUE AND INSTALLED AT THE SAME ELEVATIONSIN THE PRESENCE OF AN FPUA INSPECTOR. 4. ALL CONCRETE SHALL HAVE FIBERGLASS MESH REINFORCEMENT WITH #4 REBAR 3" FROM THE OUTER PERIMETER. SIZE SERVICE 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.T.S.) SLC PROJECT NUMBERS MNSP 420175121 RZ 420175120 ®I ,E ENGINEERS 0 SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 19 772-340-4990 'R 772-462-2455 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B.CERTIFICATE OF AUTHORIZATION 8098 y N J toNV -- W 0 N 3 z 3; z o o �N w� G� O u < O =a o � LL ®_ W ?TA [ ' ® 2 1U W Z F� ® ''a u�v� �¢n LLJ al Z p aW Pk&l Z U w 0 M p/qq NW J 111111/// ; r 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 M 772-462-2455 i1g;1010 EX. WATER EL. = 14.15 --------------------------------------------------------------------------- --------------------------------------------------------------------------- Lj 10'LANDSCAPE BUFFER Z O w O � I 0 N F �o 3 Qa0 w -y m �w yJ a 00 r=n m ° DRY RETENTION AREA z o w I 28,824 S.F. (0.662 AC) 12.7% MIN. T/BERM EL. 19.6 Li BOTTOM EL. 15.5 C w w LL SUMP EL 14.5 CONTROL EL. 14.50 o w BLEEDER EL. 17.61 O g 3 0 a �I 5 �I a 0 N B ! WAREHOUSE i PCN: 1430-311-0006-000-1 FUTURE LAND USE: MXD ZONING: IL w 0 I O �i 0 30 z w U S ( IN FEET ) 1 inch = 30 ft. o NOTE: 1) FOR ALL SIGNAGE AND PAVEMENT MARKINGS REFER TO FDOT 2017 2018 --- EX. TOE OF SLOPE ----------EX-TOP OF BANK ----_ �________________ ENGINEERS O SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 R 772-3404990 M 772-462-2455 v v (PHASE 3) (PHASE 3) (PHASE 2) p v (PHASE 3) COTTAGE COTTAGE ACCESSORY COTTAGE SITE 6 SITE 5 GARAGE Ell SITE 4 d www•edc-inc.com LEE... CERTIFICATE OF AUTHORIZATION 9935 B. CERTIFICATE OF AUTHORIZATION 8098 sA MH: 19 SA SA SA SA ME- 14 MH. 14 ME: 14 ME: 19 H' 19 INSTALL WHITE DIRECTIONAL ARROWS / PER FDOT INDEX 17346 (TYP) 1L ww " Z a c7 O `o ¢ m ZU' K� o w z Y 11 U O a S.L.C. CANAL No. 25 ----------------------------------------------- (90' R/W) ---------------------------------------------------------------------------- ------------- 10, A� CORV RV RV RV RV RV RV RV ° SITE 12 SITE 11 SITE 10 SITE 9 SITE 8 SI1 E 7 SITE 6 Sll E b o ° o o o o o INSTALL "STOP" SIGN R1-1 HH: 1 I. PER MUTCD (TYP) I'' 15' LANDSCAPE BUFFER In A 'bRA1RAGFAIA— — — — — — — — — — — ��— — NROi� — — — — — — �� \Di RIM=17.80' IT . a.a EX. a^PVC WATER MAIN_._ _,_ — — _ _ _ _ _ _ _ _._ . _. _ _. - —. INSTALL ----------------------------- --- ----------------------------------------------------- ------ -------- _______________________________ " STOP 1500' WIDE FPUA EASEMENT •/'�'� R (TYP) PER ORB. 765 PG. 226 2 STEEL B LVD° B/A (PRIVATE ROAD) X. ASPHALT ROAD IE w - DESIGNSTANDARDS AND/OR THE i -------------------------------------------------------------------------_----------------------------------------------------------------------------------------------------------------------------------------------------------- --- ---- 0 M.U.T.C.D. SPECIFICATIONS. - w 0_ ' 2) ALL ON -SITE STRIPING SHALL BE j �% J PAINTED PER FDOT 2017-2018 , j =' .. ...... ........... _. g DESIGN STANDARDS AND/OR THE ^ _ _. Nµu�^ _ - — _ _ - - _ ___ vncANr U w M.U.T.C.D. SPECIFICATIONS. i PCN: 1430-311-0007-000-8 3) ALL STRIPING WITHIN RIGHT-OF-WAY /i FUTURE ZONINGDUSE:MXD o SHALL BE THERMOPLASTIC. ��P a W ------------------------- ------------ --------------- 3 J EX. 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I I �_ __—_ _n __________________— _____ ______.______________________________________________ ________ 7ss O ME �___ `?'-INSTALL 11 EX. — ' — -1 '— . — PI— ' 3 _----` _ zT6 EX. 8' PVC WATER MAIN! ____-.____ 1 II w __-- 24" STOP --EX. EDGE OF PAVEMENT' SIGN _.--'"' ' I Z EX. CATCH BAR (TYP.) ��F.j? ��j?j�FQ w J BASINUy _ STJL'eJL L a uL 0' D° (PRIVATE ROAD) I z VACANT U "•" ______________________ EX. EDGE OF PAVEMPNT - II ---- --------EX. NO ------- - -- ------ PCN: 1430-311-0007-000-8 R r,� T O FUTURE LAND USE: MXD ESSPASSING SIGN a ZONING: IL - CO �. � 41 ! AIRPORT PCN: 1430-131-0001-000-4 FUTURE LAND USE: T/U ZONING: IL - CO 1 ,I I it I It III IE I I I 1 I T I I I I I I u L I i I EX. O" PVC WATER MAIN I I I I I I 1 1 �I � m I I I <. 1 0l 1 � I pl I y� 1 ZII I � I I I a i I I EX. WATER VALVE ON PAD RIM=20.86' 1wGJ ! Ia I I , I I ' EX. FIRE HYDRANT I � nnl onn LEGEND ®® EXISTING METER �-- PROPOSED SIGN MITERED END SECTION HANDICAP STALL - EXISTING CONCRETE EXISTING PAVEMENT PROPOSED PAVEMENT r, PROPOSED CONCRETE CALL 48 HOURS BEFORE 19 YOU DIG IN FLORIDA CALL TOLL FREE 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. SLC PROJECT NUMBERS MNSP 420175121 RZ 420175120 w w m z w _ 0 U 0} Q F On r O O U Z w d Z o K a �N Z 0 d ❑ w w A ww 0�lw m m N N 00 0 J Z ® i Q A/ Z o LL Q a W W a W J Z a- ^ _ I Z ly O W I.L. Z W Z O V Z ®//� V W p® W rq J U) co �\1111111//l. #8R. HARRISPN, R.q; 22705�P ; �l 0 10250 SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL 34987 Y 772-462-2455 16-129 14 OF 15 Y GENERAL NOTES OR 45 POUNDS PER 1,000 SQ. FT. 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY. 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING 31 FILL MATERIAL SHALL BE CLASSIFIED AS A 1, A-3, OR A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM 6. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, AND WORK. NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12% BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO. 200 SIEVE. BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U' WITH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES 3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. 2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. AND ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE: IBL CERTIFIED TEST RESULTS TO THE ENGINEER OF THE FOR PROVIDING CE D MATERIAL S R SU 4. SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT A SPECIFIED, VIBRATORY T WHEN O E Q BE USED S S CIF D,PLATE RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE ENGINEER. TEST RESULTS MUST INCLUDE, BUT MAY NOT BE 7. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BE REVISED 3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST LIMITED TO, DENSITIES FOR SUBGRADE AND BASE DENSITIES AT UTILITY CROSSINGS, MANHOLES, INLETS, AND STRUCTURES. CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH. TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS WILL BE AVAILABLE INFORMATION, ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TEST SHALL INCLUDE ASPHALT GRADATIO REPORTS, CONCRETE CYLINDERS, ETC. DENSITY TESTS SHALL BE PERFORMED AT EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES. BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY THREE (3) LOCATIONS AROUND ANY STRUCTURE. BEGIN TESTING IN THE FIRST FOOT ABOVE THE BOTTOM OF THE STRUCTURE 8. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY AND THEN EVERY TWO FEET TO WITHIN TIA O FEET OF THE FINISH GRADE; THESE DENSITY REQUIREMENTS ARE THE MINIMUM. SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER WILL BE SOIL RECOMMENDATION AND REQUIREMENTS CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AND PROTOCOLS WITH THE LOCAL APPROVING AUTHORITY PRIOR APPLIED IN THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MANUFACTURER. CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE TO CONSTRUCTION OR BIDDING OF THE PF OJECT. 1. STRIPPING AND GRUBBING: d ALLOWED. 9. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT TO DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN % INCH, OR SMALL ROOTS IN A DENSE STATE, z 5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS BY PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR TAMPED TO INSURE SOLID CONTACT OF SHOULD BE GRUBBED AND COMPLETELY REMOVED. g 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB SITE WAY OF TEMPORARY PLUGS AND PLYWOO OR PLASTIC COVERS OVER THE INLETS. THE ENTIRE DRAINAGE SYSTEMS SHALL ROOT MAT TO SOIL SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING WITH STAPLES OR WOODEN PROOF -ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE w AT ALL TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE PRE -CONSTRUCTION BE CLEANED OF ALL DEBRIS PRIOR TO FI L ACCEPTANCE. ALL CONCRETE SHALL BE A MINIMUM 3,000 PSI. SOME LOCAL PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER. COST OF STAPLES AND PEGS SHALL BE INCIDENTAL TO THE SOD UNIT PRICE SURFACE OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR MEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE PRE -CONSTRUCTION MEETING, GOVERNMENT STORMWATER PROJECTS M NY REQUIRE TELEVISING OF THE STORM SEWER. CONTRACTOR SHOULD BE PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH CONTINUOUS STRIP OF SOD. THE ADDITION OF THE FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE VIBRATORY ROLLER APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUME SHOWING QUALIFICATIONS. J_ KNOWLEDGEABLE OF THIS REQUIREMENT RIOR TO BIDDING OF THE PROJECT. TRAVELING AT "WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30%TO INSURE COMPLETE ° 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND SOIL EROSION PLAN COVERAGE. SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO THE PRECEDING J- r. COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL OF A BID FOR THIS 6ALL PROPOSED ELEVATIONS REFER TO FI ISNED GRADES. COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL DELETERIOUS MATERIAL AND REPLACE WITH A CLEAN, p PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH RESPECT TO THE 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE COMPACTED SAND BACKFILL. THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 95% OF THE MODIFIED � CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT. CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION AND PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 FEET IN THE BUILDING AREA. ADDITIONAL PASSES 3 7. THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR TO CONSTRUCTION DEWATERING UNLESS THE WORK QUALIFIES EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED. m 6. THE "TRENCH SAFETY ACT" SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE FOR A GENERAL PERMIT PURSUANT TO SU 3SECTION 40E-20 302(4), F, A C. � STATE OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL, 2. FILL REPLACEMENTS: _ m STORM SEWER NOTES THE SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SOILS WILL REMAIN ON -SITE AND WILL NOT ERODE INTO • WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE FILL ti LA 7. AS -BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, FIFTEEN (15) BLACK LINE COPIES THE ADJACENT ROADSIDE SWALES ADJACENT PROPERTIES OR RETENTION DITCHES. ALL EXISTING SWALES SHALL REMAIN AT GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET 5' BEYOND THE STRUCTURE OUTLINE. ( ) S RUCTUR z - AND ONE (1) DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND 1. STANDARD SEPARATION FOR ALL WATER ND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP SODDED DURING T E Y ONLY AS NECESSARY TO CONSTRUCT THE PROJECT. G H CONTRACTOR SHALL SCARIFY FILL SHOULD 8E A UNIFORM FREE DRAINING GRANULAR SOIL CLEAN IL SH U ( .SAND) AND 8E PLACED IN LAYERS NOT TO EXCEED 12 v o EMBOSSED SEAL OF THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, BUT PRIOR TO REQUIREMENTS, PROVISIONS OF F.A.C. RU E 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER IS THE CONTRACTOR SHALL SCARIFY AREA PLACE VARIOUS WORK. AFTER PLACEMENT OF THE PIPE THESE TRENCHES C S S TO C V R OUS PIPE W INCHES LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. S CHE SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO T FINAL APPROVAL, THE AS -BUILT SURVEY SHALL BE PREPARED IN PLAN AND PROFILE FORMAT BY A LICENSED PROFESSIONAL MORE STRINGENT. SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE, OBTAIN A MINIMUM OF 98% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. - m LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED AS PER FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. THE O ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUES, THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO 2. ALL DISTURBED OUTFALL DRAINAGE AREA SHALL BE SODDED UPON COMPLETION OF GRADING AFTER AS -BUILT GRADE DRAINAGE WHICH OUTFALLS TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED IMMEDIATELY UPON COMPLETION 3. EXCAVATION AND BACKFILLING o THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ELEVATIONS ARE APPROVED BY THE ENGINEER. OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE SWALES OR RETENTION SWALES SHALL • WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED DEPARTMENT .ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL BE STAKED WITH BALED HAY AND SILTATION FENCES AS PER FLORIDA EROSION AND SEDIMENT CONTROL MANUAL TO AVOID SUFFICIENT COMPACTIVE EFFORT. MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM OF 95% OF THE m APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO FILLING THESE AREAS. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION. MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. READILY IDENTIFIABLE PERMANENT OR SEMI -PERMANENT REFERENCE POINTS EXISTING AFTER THE COMPLETION OF 3. PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND SWALES SHALL CONTRACTOR IS REQUIRED TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFFSITE DISCHARGES BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 12 z 0 CONSTRUCTION. LOCATIONS SHALL BE SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, MANHOLES, SAMPLE POINTS, AIR BE SODDED TO AVOID EROSION. WILL BE ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA. INCHES LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A MINIMUM OF S RELEASES, ETC., BOTH HORIZONTAL AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH BASELINE STATION AS SHOWN 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH LAYER OF BACKFILL m ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (I.E., DRAINAGE, GAS, 4. THERE IS TO BE NO OFF -SITE HAULING WI OUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE USED ONSITE. WATER QUALITY NOTES SHOULD BE COMPACTED WITH A SELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A MINIMUM TOTAL APPLIED FORCE O m ELECTRIC, TELEPHONE, ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL AND COORDINATION WITH THE OWNER IS REQU RED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS. OF 180 TONS. SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION. SHALL BE BASED UPON MEASUREMENTS 1. THE CONTRACTOR MUST MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER PERMIT, < AND OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER HIS 5. THE CONTRACTOR SHALL CONSTRUCT THESTORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE 4. FOOTING EXCAVATION: w G EMPLOYMENT, DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL BE ADVERSE IMPACTS OF THE WORKS ON FISI i, WILDLIFE, NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT SEE SOILS LABORATORY RECOMMENDATIONS. m 3 INCIDENTAL TO THE CONSTRUCTION COST. OFF -SITE. THE CONTRACTOR SHALL INSTI l LITE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE ACTIVITY COMPACTION OF ANY FILL MATERIAL PLAC =D AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION, TURBIDITY, AUTHORIZED BY THE PERMIT. 5. GROUNDWATER: 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN SHOWING NUTRIENT LOADING AND SEDIMENTATION I 4 THE RECEIVING WATERS. • HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE � THE ORDER OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCTION. THIS PLAN 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS SPECIFIED, 3 SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OF TRAFFIC AND STAGING APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS FOR AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED. ACCORDINGLY. z w PLAN. 6. WITHIN THIRTY (30) DAYS AFTER COMPLET N OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A. VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED BY A i ENGINEERS ® SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 e 772-340-4990 e 772462-2455 -t www.edc-inc.com F.e.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 I I > R m d� m w o ¢ z p O n N w w w m� 0� 5'S NN tc °� O 0 0 w a Q 8 m F lb CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION COMMENCEMENT 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS: BY A FLORIDA PROFESSIONAL ENGINEER. rHESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CONSTRUCTION (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE OR AUTHORIZED AGENT, • ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE TO AID 9. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND COMPLETION AND MUST CERTIFY THAT ALI FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE THE CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. STANDARDS NO. 200 SPECIFICATIONS, OR THE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT. PLANS AND SPECIFICATIONS. THE CONST. UCTION COMPLETION CERTIFICATION MUST INCLUDE, AT A MINIMUM EXISTING 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE GRANTED SIEVE SIZE. WITH PROPER MOISTURE CONTROL, THESE SOILS SHOULD DENSIFY USING VIBRATORY COMPACTION METHODS, IE ELEVATIONS, LOCATIONS AND DIMENSION OF THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES. PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE PLANS AND SPECIFICATIONS SOILS WITH MORE THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE DIFFICULT TO COMPACT. JE 10. ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY ADDITIONALLY, IF DEVIATIONS FROM THE P PPROVED DRAWINGS ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE APPROVED BY THE PERMIT. COMPANY LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY, THESE LOCATIONS CERTIFICATION MUST BE ACCOMPANIED B A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE 7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PC[ PER GRAM. HAVE NOT BEEN VERIFIED IN. THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS PRIOR TO ALSO AS -BUILT REQUIREMENTS. 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC & PRIVATE UTILITIES PRIOR TO BEGINNING CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO PREVENT VIOLATIONS EXCAVATION FOR STRUCTURES AND PIPES IL CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE VICINITY OF PUBLIC & 7. A STABLE PERMANENT AND ACCESSIBLE E EVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED (100) OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS 11 PRIVATE UTILITY FACILITIES. THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE UTILITY FEET OF ALL PERMITTED DISCHARGE STRL CTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE WATER IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA 1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN ACCORDANCE REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF A PROFILE OF THE UTILITY MANAGEMENT DISTRICT. THE LOCATION O z THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE CERTIFICATION DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY INCORPORATED BY REFERENCE, UNLESS A WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O,T. STANDARD SPECIFICATIONS FOR ROADWAY AND IL FACILITIES IS PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC & PRIVATE REPORT. PROJECTS SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE SFWMD PERMIT, IN WHICH CASE BRIDGE CONSTRUCTION (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. IF UTILITIES AND VERIFYING / OBTAINING THE LOCATION(S) OF THESE FACILITIES. THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES 8. THE CONTRACTOR SHALL BE RESPONSIBL FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE WATER QUALITY DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT, BEYOND THOSE 2. REMOVAL OF UNSUITABLE, ORGANIC OR PLASTIC MATERIAL SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE AND 11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF MANAGEMENT SYSTEM. SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST SHALL BE INCIDENTAL TO OTHER WORK. DAMAGE, THE CONTRACTOR SHOULD NOTIFY: MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS 9. INLETS (PER FDOT ROAD AND BRIDGE CON TRUCTION SPECIFICATIONS 425I430): INCLUDES THE LIST.OF MATERIALS / REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE GEODETIC INFORMATION CENTER INSTALLATION /DEWATERING STABILIZATION / AS -BUILT SURVEYING I TESTING, ALL STRUCTURES WILL REQUIRE THREE (3) WATER RESOURCES AT NO ADDITIONAL COST TO OWNER. OTHERWISE SHOWN ON THE PLANS. ATTN: MARK MAINTENANCE CENTER COMPACTION TESTS AT DIFFERENT LOCAT DNS AND UNDER STRUCTURES OR PER LOCAL APPROVING AUTHORITY, WHICHEVER .._ ATTN: M/CG - 162 IS MORE STRINGENT. 5. WITHIN 30 DAYS AFTrc COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN SUBMITTING TO THE PIPE AND STRUCTURE BACKFILL 8001 EXECUTIVE BOULEVARD ROCKVILLE, MD 20852 SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 (AS -BUILT CERTIFICATION BY A 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE PROJECT w0' "°` TELEPHONE: (301) 443-8319 10. PIPE CULVERTS AND STORM SEWERS SHA L BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION 430 FDOT REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE OF PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION, PIPE AND STRUCTURE BACKFILL MATERIAL SHALL 8E Z Q STANDARD SPECIFICATIONS FOR ROAD AN BRIDGE CONSTRUCTION. FLORIDA AND TWO S,STS BUILT DRAWINGS WHEN, A) REQUIRED BY ER SPECIAL CONDITION THIS PERMIT; B) THE OR LIMITED TO MATERIAL CLASSIFIED AS A-1, AS AND A-24 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE COMPACTED IN �e ®_ ST. LUCIE COUNTY SURVEYOR - B ILT C) WHEN THE COMPLETED SYSTEM PROFESSIONAL USES AS -BUILT DRAWINGS TO SUPPORT THE AS -BUILT CERTIFICATION; E SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF THAT THE ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS. O 0 ATTN: ROD REED, PLS JE 11. HDPE (HIGH DENSITY POLYETHYLENE) CUL ERT SHALL BE N-12 INSTALLED PER MANUFACTURER RECOMMENDATIONS . SYSTEM IS READY FOR INSPECTION AND APPROVAL. �- ENGINEERING DIVISION MANUFACTURER IS ADS (ADVANCED DRAT GE SYSTEMS, INC.) AIR ENTRENCHED PIPE. 2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. Q UL Q 2300 VIRGINIA AVENUE 6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND CONTROL ON DISTURBED AREAS AS SOON AS JE 0. FL FORT PIERCE, FL 34982 SEDIMENT z I TELEPHONE: 462-1721 12. REINFORCED CONCRETE PIPE SHALL BE A TM C-76 CLASS III IN ACCORDANCE WITH SECTION 941 OF THE FDOT STANDARD PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, CLEAN-UP 111 SPECIFICATIONS. BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS w �A Y. A PLANS NOT "APPROVED FOR CONSTRUCTION" 12. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY. ANY P S TEMPORARILY OR PERMANENTLY CEASED. CONTRACTOR SHALL MAINTAIN THE B SITE N IJ 1. THE C H JOB 5 T I A NEAT CO DITION AT ALL TIMES AND SHALL RESTORE /REPAIR ALL .W LLJ w Z V SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION. FILTER FABRIC (STORM PIPE JOINTS) . DRIVEWAYS, SIDEWALKS, UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES. e.. Ip •--- 7 MENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH PLANS AND WP THE IL ;.w: !E 2 DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO.280 WITH WOVEN CONDITIONS PRIATER OR THEINITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. SYSTEM UST BE COMPLERMITTED ETED 2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY AFTER 1�. I 13. SHOP GEOTEXTILE TYPE Da (FLORIDA EROSION AND SEDIMENT CONTROL MANUAL), SECURED W /STRAPPING. ALL JOINTS SHALL BE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING RESPONSIBILITY FOR ORDERING. ORDERING. WRAPPED FOR A MINIMUM OF 188 INCHES FRO THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE. OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE ENTITY. OF CONSTRUCTION OPERATIONS. Q r t' 14. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO REVIEW SHOP DEWATERING 8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER PUMP(S), 3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR IS REFERRED TO THE "AGREEMENT BETWEEN OWNER v DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES REQUIRE AN AND CONTRACTOR". a LL INTERNAL REVIEW AND APPROVAL PROCESS. STORM SEWER PIPES AND STRUCTURES AND TILITIES SHALL BE LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN WRITING WELL(S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE �11 � � BY THE UTILITY AND ENGINEER OF RECORD. T E CONTRACTOR, AT NO DIRECT COST TO THE OWNER, SHALL PERFORM ALL OF 1800,000 GALLONS PER DAY OR MOREOVER A YEAR AND ANY DISCHARGE IS TO BE OFF -SITE, THE CONTRACTOR MUST J! U DEWATERING ACTIVITY. TRENCH EXCAVATION SHALL BE T USING ONE OR MORE THE FOLLOWING METHODS: APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT 40C-2 FROM THE SFWMD. CONTRACTOR SHALL NOTIFY ENGINEER IF ( ) 4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE -CONSTRUCTION 'j, J 15. CONCRETE SHALL BE CLASS 1 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING SHALL SOCK INT SYSTEM, SUMP OILIZED p S OR ER M HOD()RED AS APPROVED BY THE ENGINEER PRACTICE ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED. CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY. O W LL BE GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615. SYST'EM3 SHANS,LL BE UTELL IN ACCORDANCE TH GOOD STANDARD AND MU T BE EFFOEN E ENOUGH TO MOWER THE L� � WATER LEVEL IN ADVANCE OF THE EXCAVATIO AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM 9. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF ADJACENT OUNDATION PREPARATION r W_ V / 16. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES AND AND DRY. IF THE MATERIAL ENCOUNTERED AT THE SIDES OR UTILITY FOUNDATION OF THE T TRENCH GRADE IS SUITABLE FOR THE PASSAGE OF WATER WITHOUT DESTROYING NCH, SUMPS MAY BE PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY 1. CONSTRUCTION METHODS. AREAS ON WHICH FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATRESSES ARE TO BE IF V LL! � UTILITIES NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY CONSTRUCTION EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM OF DISCHARGES AND / OR 0 NTU'S J ACTIVITY TO MEET ALL APPLICABLE CURRENT CODES. ANY REPAIRED / REPLACED ITEMS ARE SUBJECT TO REVIEW AND EXCAVATION, WITH PUMPS USED TO LOWER T DEWATERING SHALL BE DISPOSED OF IN SUCH E WATER LEVEL 8Y TAKING THEIR SUCTION FROM SAID SUMPS. DISCHARGE FROM MANNER THAT IT WILL NOT INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF DISCHARGES, WORK MUST CEASE AND REMEDIALARTICULATED PLACED SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SUBGRADE FOR THE Q u AGENCY. CONCRETE BLOCK MATS SHALL BE FREE OF VOIDS PITS OR DEPRESSIONS AND SHALL BE - � L PROOF ROLLED A Z s ` L° APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL WHICH THE WORK IS BEING PERFORMED, CR TE A PUBLIC NUISANCE OR FORM PONDING. ALL DISCHARGE SHALL BE IN MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE a MINIMUM OF 90 h OF THE ASTM D-698 DENSITY. VOIDS, PITS OR DEPRESSIONS SHALL BE BROUGHT TO GRADE BY BACKFILLING LI �,,,J N ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK ENGINEER'S APPROVAL PRIOR TO RESTARTING WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS. IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTIONS, SUCH AS ROOTS11 O W w COMPLETED OR IN PROGRESS OR TO THE SUR ACE OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND 17. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS, TESTING AND DISINFECTION SHALL CONFORM TO THE NECESSARY REGULATORY AGENCIES, PRIOR T CONSTRUCTION, SHALL APPROVE THE PROPOSED DEWATERING METHOD(S) AND AND PROJECTING STONES LARGER THAN 1 INCH REMAINING ON THE SURFACE, SHALL BE REMOVED AND ALL OF THE SOFT OR ��pp o V / REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AW WA CURRENT STANDARD. IT SHALL BE THE SCHEDULE. ADDITIONALLY, WHERE PRIVATE P OPERTY WILL BE INVOLVED, THE CONTRACTOR SHALL OBTAIN ADVANCE 10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT / FILL WILL BE LOW DENSITf POCKETS OF MATERIAL REMOVED MUST BE FILLED WITH SELECTED MATERIAL AND COMPACTED TO A MINIMUM D. RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND UTILIZE A CURRENT COPY OF THE LOCAL REGULATING UTILITY PERMISSION FROM THE PROPERTY OWNER. RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS APPROVED OF 90% OF THE ASTM D-698 DENSITY. SPECIAL CONSIDERATION FOR BURIED OBSTRUCTIONS (I.E. STUMPS, DEBRIS. ETC.) WILL N COMPANY STANDARDS AND ENSURE ALL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT WITH BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF BE AS SHOWN ON THE DRAWINGS. THE CONSTRUCTION DRAWINGS AND THE LOCAL UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST STRINGENT CONFLICTS CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE THAT DIRECTIONS. TURBID DISCHARGES FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 2. EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES, SIDE TRENCHES, AND TOE TRENCHES OR APRONS SHALL BE DONE IN T... _._ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO LOCATE AND REMOVE SAID CONTROLS AFTER COMPLETION OF CONSTRUCTION. ACCORDANCE TO THE LINES, GRADES AND DIMENSIONS SHOWN ON THE DRAWINGS. ��, J , ' � _-'\ `_'� `� 18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT THAT A STRUCTURES AND STORM PIPES ALONG THE P OPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS. WHERE ACTUAL �� _ ,• y(C E NE N $F- -viL '/j, ' -'-\ CONTROL POINT IS DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED LAND CONFLICTS ARE UNAVOIDABLE, WORK SHALL B LITTLE INTERFERENCE AS POSSIBLE WITH THE COORDINATED WITH THE FACILITY OWNER AND PERFORMED SO AS TO CAUSE AS SERVICE RENDERED BY THE FACILITY DISTURBED. ALL AFFECTED UTILITIES SHALL EARTHWORK AND RELATED OPERATIONS 3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED CONCRETE BLOCK i SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY /COUNTY ENGINEER AT THE BE NOTIFIED PRIOR TO EXCAVATION IN THEIR ICINITY. CONTRACTOR TO POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND MATTRESSES, THE PREPARED AREA SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AND APPROVAL OBTAINED 7 �_ zZ--L- EXPENSE OF THE CONTRACTOR. PROPOSED IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED BEFORE ANY FABRIC OR MATTRESSES ARE PLACED THEREON. HARRISON,' PLANS. OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED INCLUDING - .R. THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON THAT THE 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER.IL 22 TE.OF .'(V\ 19. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK. THE SOD CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND QUALIFICATIONS OF THE TOLL FREE 1-(800) 432-4770 •, � O '. F � VIDEO RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL EXTEND A 1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE / / \�\ " MINIMUM OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO AND FREE FROM WEEDS, FUNGUS, INSECT AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE GRASSED AS SPECIFIED TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING. PAVEMENT MARKING AND SIGNAGE IL VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFF -SITE MOVEMENT OF EARTHWORK. COPIES OF THE VIDEO RECORD ON PLANS AND SURVIVAL GUARANTEED FOiR NINETY DAYS FROM DATE OF REPLACEMENT. SURVIVAL OF ALL RELOCATED ) SHALL BE PROVIDED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO SUBMITTAL OF THE FIRST PAY REQUEST. IF TREES SHALL BE GUARANTEED FOR 1 YEA AFTER TRANSPLANTING. 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE 1. PAVEMENT MARKINGS: THE. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE DAMAGE TO EXISTING INFRASTRUCTURE IS RECOGNIZED DURING THE COURSE OF THE PROJECT AND CANNOT BE IDENTIFIED CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FOOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES 10250 SW VILLAGE PARKWAY, SUITE 201 AS A PRE -CONSTRUCTION CONDITION ON THE VIDEO RECORD, THE CONTRACTOR MAY BE REQUIRED TO MAKE PROPER 2. SODDING SHALL CONSIST OF SITE PREPA TION, FURNISHING AND PLACING SOD, STAPLES AND FERTILIZER AND IRRIGATING PERFORMED. AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO THE REQUIREMENTS OF SECTION 710, PORT SAINT LUCIE, FL 34987 REPAIRS. AT THE RATES AND MANNER DESCRIBED I THIS SPECIFICATION FOR THE DESIGNATED AREAS. FDOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN ON THE PLANS. IN THE EVENT THAT BRICK n 772-462-2455 3. THE QUALITY CONTROL PLAN: SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF PAVERS ARE UTILIZED IN AN AREA PLANNED FOR STRIPING, COLORED BRICKS SHALL 8E USED IN LIEU OF PAINT. 20. THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES I BUSINESSES IN THE PROJECT AREA. 3. UNLESS NOTED OTHERWISE ON LANDSCAPEPLANS, SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH 8Y ANY EARTHWORK OR RELATED OPERATION. 2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS, TO - _ _\ 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE SUFFICIENTLY THICK (MINIMUM INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO PAVING, GRADING AND DRAINAGE NOTES I THICKNESS OF 2 INCHES) TO PROVIDE A DE SOD SHALL BE LIVE, FRESH, AND UNINJURED NSE STAND OF LIVE GRASS, THE SOD SHALL HAVE BEEN GROWN ON MINERAL SOIL, AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM DRYING OUT BY 4, UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND SECTION 700, FDOT SPECIFICATIONS. STOP SIGNS ARE TORE HIGH INTENSITY REFERENCE PER FOOT STANDARDS, LOCAL I- -n I 29 1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. IF THE PROJECT IS WITHIN A COMMUNITY ,�1 AASHTO M-145, FOUND SHALL 8E REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED FILL SHADING AND WATERING FROM THE TIME I F IS DUG UNTIL PLANTING. DEVELOPMENT DISTRICT (OR THE LIKE) WITH SEPARATE SIGNAGE REQUIREMENTS, SUCH AS ARCHITECTRUAL POSTS OR SIGN MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE IN 4. FERTILIZER SHALL BE EITHER IN THE LIQUI OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION, FREE -FLOWING 5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-146 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE BODIES, ETC. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE REQUIREMENTS AND PROVIDE •-- � -1 ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAYBE INCREASED, PROVIDED THAT THE EQUIPMENT AND AND SUITABLE. FOR APPLICATION WITH STANDARD EQUIPMENT. THE FERTILIZER SHALL CONFORM TO THE CITY OR COUNTY CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. SIGNS MEETING THESE REQUIREMENTS. AT NO TIME SHALL ANY SIGNS NOT MEET THE SAFETY REQUIREMENTS SET FORTH BY _. -- METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS TO SPECIFIED FOOT. ""-_` DENSITIES. FERTILIZER ORDINANCES IN EFFECT ON TH DATE OF IT BEING PLACED AND SHALL BE DELIVERED IN BAGS, BOTTLES, DRUMS, S LC PROJECT OR OTHER CONVENIENT CONTAINERS, EA FULLY LABELED AND BEARING THE NAME, TRADEMARK, ANALYSIS, AND COMPACTION WARRANTY OF THE PRODUCT. NUMBERS '� d 1 5 2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE COMPLETE REMOVAL 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED STEEL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS RESTING OR 5. LIME SHALL BE DOLOMITIC LIMESTONE, AN SHALL BE IN ACCORDANCE WITH RULES AND REGULATIONS OF FLORIDA DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED M N S P 420175121 T PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE (1) FOOT. ITEMS DESIGNATED TO REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE SO DESIGNATED ON THE DRAWINGS. FERTILIZER LAW IN EFFECT ON THE DATE C F IT BEING PLACED. LIME SHALL BE APPLIED AT THE RATE OF ONE TON PER ACRE DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(5). �7 RZ 4201 ! J 1 2O 420175120 z w m is 0 0 z 0 > m