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HomeMy WebLinkAboutVoided Plot PlanFLU RM MEDIUM HLbIULNIIAL ' •' EXISTING ZONING CG EXISTING ZONING PUD (ST LUCIE COUNTY) EXISTING USE v T LL XISTIN VACANT -- Storm Water Pollutikm Prevention l Erosion and Sedimentation Control Details o F _ . ,. _ :., 89'42'05' a S76'59'02"E - 51.28'(D&M) "' 1006.95' o 00'02'10"E S W 1. Site Description In C s ORANGE AVENUE (STATE ROAD 68) 49.07' Nature of Construction Activity. S78'S8'58"E - 51.28'(FDOT) , • , ' m. , ,..,•, _, = (52) The proposed Project consists of an open vehicular storage lot to be placed an a o •`' '�- FOOT RNV MAP PROJECT NO. 94070-2505 - > '"" FouND IR&c GATGH BAIN (20 - " IN T° "' (30) i• STAMPED "LB 4396 14.6 acre parcel. Theproject Is located within the un-incorporated hinds of St. Lucie n , " , ryFOI�ND IR&C, 1 / 1B y s INLET 2 WIDE _ - TH RIGHT- F-WAY IN _ � s ry°ir - SOU 0 LINE - S FOUND IR&C .. 6ry �N894205"E 177.96(D&M) cAT RIM EL-1s.n 2 wlD 6. (ILLEGIBLE) s .� SOUTH RIGHT OF WAY LINE „ J ,6 , ,;. cH�,_ti ,- •, " y ,,.-.. ,z FcorICRETE cuae o.33N.,o.37w. County, Florida. Based on a historic aerial review, It appears the site was once a ONCRE CURB 6 S G S N S - sTAMPFn LB 4R96 r2' WIDE CONCRETE C ^ -17 .77 FDO i osa N.,an w R, x x - x x "• -"�. m EDGE OF PAVEME -N89 42 09 E 7 x T art of a large afros grow. 7 E CONCRETE SIDEWALK 6 - -FDOT R/W PARCEL SKETCH (ORB 1596, PG 436) 0. WI E NCR TE 51 EWALK S6 WIDE CONCRETE SIDEWALK- P g 9 ve. r .7,18 3 GE OF T F 0 ETE Z`0}FR 6.3 IS t r �oF PAVEMEN x a - 08. 8'&M '..N89'2'09"E 50$.79 &M s v. FOUND IR&C -'�.7 '• •• 15' EASEMEN INEOAA r�7DE CONCRETE SIDEWAY g : ;-- , t _ - `'L " ' -' The parcel IS within the permined area of SFNMO pertnd 56-02129-P. This permit a .. END 6i' -id 429S-E _.1 . <,. ly STAMPED LB 4396 •• A 8 - ACK OF SI L '' „y; PARGEL, : ,. Y COVeB a larger plan of development, including this parcel which was planned for S GF.UA.I5-EASE LLN .... ... ,. ENCE 0. E FDOT A. ,. ,. ..P MEN.. Er , -_.. B . w 0205. 0.17 W. "3 - t. '.. UTSIDE OF89 .209-394.68 T �eouNOA 1 o y N74 45 14 E - 45.79 (D&M) '_' ' -• -- S-IX 3 ', a ¢ commercial use (SFWMD App 05M13.8). The entire backbone surface water a NORTHWEST -� SUBJECT ry y 6 s , ' - -T6B - - - TOB - a ` , n iris / N74-45'1&'E "- 45.79' FDOT a mans ( ) Bement system was constructed and ermined previously. This parcel was CORNER OF PROPERTY „° ^y, , ,°' s 1a.s x 1° W Ys P P Y P w o ^ � ` x x x . . �: ,�;` ' � F previously cleared and filed in preparation for the contemplated commercial use. � PARCEL S-3 I h (3 xx xs 'Sir• ry h EXISTING INGRESS EGRESS EASEMENT LINE ¢ FUND IR ;� S ('+' ^ ` i EXISTING FPUA EASEMENT LINE 5 r O V �` C STAM\ I' CONCRETE SIDEWALK U V N o m a0 r co u> v ,n N Z I 'Le 43s6 t F Based an the SFWD Permit the project discharges to the North St Lucie River Water s ... - „ p03LB 39' W. -� , . , L �# I ,1, "fir' ,I 0 Control District (NSLRWCD) Canal No. 5, via the overall storm water management R `.. " INLET m (, ' = '- �` ;,,,`z , ,,,3 *` >: - z z w system. The subject commercial parcel is required to provide dry pre-treatment of Z Ply z I . S " I� u ,r�Y � „ o � the first half inch of runoff poor to overflowing to the existing master system. z tll r u OTECTION � CATCH BASIN � ! ' :., '� >.. k I� 4=,'=. _ .' � "` � � w N w Hc "END OF O O - > TOP OF GRATE EL=14.62 i - a'� x i V' O O • 75 s , .. t. I-- .' ( x BOTTOM EL 1 2a - ,,..� z z z Other permitted parameters which affect this site; .... .' ,: wooD FENCE ` - 2.5' OUTSID - '1 ATCH BASIN (z4" RCP) w wv. EL=7.6s , `rv.. �,7 u'"' � `'. EAST LINE OF W 1/2 OF W r P P L ED PROPERTY (48" RCP) S INV, EL=2.16` 4r Y n.;= s? II II ED N s I ,+ .y' 1/2 OF NE 1,/4 OF SE 1/4 ^�._ x x x Drainage Basin -Bent Creek Basin B TOP OF GRATE EL =14.55 (42 RCP)-W INV EL 460 • }. - `,'j,, OF SECTION 7 �. w W W Lake Control Elevation 10.5 n-NAYD 120 ff-NGVD J BOTTOM EL 7 22 • , .. ,- ... ,'. . p•„ a .I '. ( ) Y",, �S k 24' RCP W INV EL.=7;78 . •• 'fs2o _ - �..:��, • . Minimum Road/Packing Lot 14.0 A: -NAND (15.5 ft-NGVD) I- 4 ip f!E(, m 6 i .I "i Z � Minimum Habitable Building Floor 17evatian 16.0 n-NGVB (17.5 n-NGVD) � W DRAINAGE MANHOLE ' - - ..... .y, , RIM EL 75 fi5 ' 9 ,5.22 BOTTOM EL 383 = A r ' UL Z "�+ Construction Seauencina la.i O ,N I 5 i 2' RCP) E I . , • .� �, ... ,... � 'I '`o- Q ' ` m ,5.3s8� � -: I .:- ,,. •,, Unless an approved alternate sequence Is proposed by the Contractor, the following � ro LIJ � � � F \ EL. = 15.49 O site work construction sequence is proposed: o Z � = M HAZARD US s7s �.,. ts.2 ( z ,... - � , •� 1. Placement and Inspection of all Temporary Erosion Control facilities. Z C7 Q 1 � � PORTA MATERIAL .STO GE P�.)..RTA 2. , Grubbing and Earthwork (Fill and Excavation) required to bring W � 0 .� .,p .r.. ., :,- D- �- _ •..e - _ Clearing, post development grades as depicted on the Paving, . O' N Site Clearin (.t.N,.,REIE C „,._ .-,.. j-� the site to L1J Q ONSTRUCTIO \ \ Gradingand Drainage Plan Sheet 4 ® ko �,? DUiV1PSTER .� u 1� XISTING INGRESS/EGRESS EASEMENT LINE Z 9 ( )' W LL m p AREA 1{vASH AREA TRAILER '"'YYYYrrC y� SANITARY MANHOLE 0 3. Construction of all underground utilities (ie; sanitary sewer, potable water Z � ? s' �.., 15 59 J:1 h.' v, - _ U1 Lis N x 1 t 9 RIM EL=15.53 W iJ and drainage structures). E- Z LL n .ti- .y4 ra x x SS '-NPb 8" PVC E INV. EL=8.13 V """ U ' a 4. Site Earthwork associated with the proposed paved vehicular use areas, I Z = v I N N ^ / S • h 1 / S 1 6 \ 1`1' y°-yN (8' PVC) SE INN EL. 800 - - ?;: sy �' x�n .. Nq. ,s ss5 N • ,50, $' r } w dun sters, curbing �E �:.• x and sidewalks. x h�ry ^b' q• (8' PVC NO INV. EL.=809 ` �\ � � d P 9 � 15.0yr 5. Seed, Mulch, Fertilization and/or Sodding of all unpaved disturbed areas. CL O U) STABILIZED CONSTRUCTION Z ( j IFOU D W&C x'X, ,3.6 ' �,,, x 1so8 S'ENTRANCE , -:GRAPHIC SCALE I� 2. Site Specific Erosion Controls Z ' Z LU cD M " STAMPED 'LB �" 1- •„ 'S 1^ 0 9 %: . , ' •-. � O ¢ V 0 oscs.,o.n'v(v -� . :`.- -cep . . ` / } F. - Imentation Controls - N( w 1 .00 15�-EXISTING INGRESS/EGRESS 50 0 25. 50 100 - ( Construction Phase Erosion and mod' a ' 'I 15 0 Z :r 5 .4 F 75p311b.kB 8 EASEMENT LME �` _.-. w U o Per the construction sequencing as described in 1.2 above, silt fences (per detail) W 33 44tltl . I shall be constructed around the entire project perimeter with the exception of the ^tom 4V21 N . ac Ns• temporary construction entrance. The temporary stabilized construction entrance Z m �' �Ow P Y P Y I � h -sO ° a PARCEL S-J IN FEET) I �'' � w � - _ shall be constructed per detail. Upon installation of the drainage structures, filter Z ¢ z m _x 4 ^ I 4 fabric shall a 11' w o s b installed m the drainage inlets. Once the onste drainage is o ! 1 , 9 9 s 2t,,02 AGREE.._ 1 inch = 50 ft. (a �. -.I connected to the offsite stub -out, turbidity curtains shall be around the outfall into O W M' m w - ,� � ( ,. , ? the lake immediately north of the site. Ha bales shall be installed around the W Y 7F¢ -: 4.§91 I z w Z = o t: 1 0 onsite drainage inlets such that runoff passes through the bales prior to overflow - I � 0 o w I x 44f)4 / , N w offsite. When no construction activity is planned for within a maximum of seven (D l s x hO sloEwnEvE z z z days, all unpaved disturbed areas shall be seeded, mulched and/or sodded. W s x 9 v J z w " `4:11 ` ; __ 4yri F' i`i SILT:FENC `- 0 x x Contractor shall document all erosion control as described in this section. All J x� ,.)'. w w w erosion control described in this section shall be maintained by the Contractor � l' 9 F, O m � � � .- '1 14.83 � � ' �I•na"a ' PROTECTION ", , };. until completion of the project as accepted by the Owner, Engineer of Record and U 0 0 0 ZZZI - ( ON'`,' i the City of Port St. Lucie. o �\(DEW K ...RIM EL.=15.41 : 1, BOTTOM EL.=1.41 Post Construction Erosion and Sedimentation Iontrols . x x x ~ 4 1 (48" RCP) E INV. EL.=z.1s Post development • w w w I \ !:-PVC PIPE _ velopme stabilization of open areas include landscaping, seeding and/or sodding of all disturbed pervious surfaces. The post development onsite stormwater ■ * ` / mi . - + management system includes site grading and/or a series of inlets and culverts /- CATCH BASIN xNh^ I \ x aso \ TOP OF GRATE EL 1425 v previously direct Part 1. ab runoff t0 Q stabilized dry detention System OS described SILT FENCE 5x (48" ROE)BOTTOM LNE INV EL 1.75 N N3. � Nye e 6 .4s previously in Part 1. above. WET DETENTION POND r° �• x,sx x xNh' xN" xN x a a x '?s (4s' RCP) sw INV. EL.=1.84 , Other Controls .,�5 S `x y t�q 7p 4' CHAIN LINK w >r s 4.44 3 35 All `� W _ FENCE IN `� The Contractor shall be responsible for any waste disposal and vehicle sediment w ?ss, R cJe ate++ BOUNDARY LINE (. tracking per State, Local and Federal Regulations. N° 4LIMITS OF PHASE 1 SI T FENCE s "• n I . LLJ 3. Maintenance -' CATCH -'BASIN !ts T Silt -Fence 14 EL 7) TOP OF GRATE 1 14.70 N' Silt fence shall be maintained in good working condition per the detail shown on - O (677) BOTTOM EL 1 c1 1 o the plans. Silt fences shall be replaced every six months during the Construction " 'r o \ (48" RCP) HE INN EL=1.98 \(48" RCP) SW INV. EL=1.81 � Phase. small s w I�,,9 (48" RCP) NW INN EL.=1.86 fn (44) w U 9N ^' " - FOUND 5/8' Turbidity Curtains - .J y'D o `I NON Ip oD If applicable turbidity curtains shall be maintained in good working condition per the ¢o 1 x SANITARY MANHOLE :� ( ) detail Blown on the plans. RIM EL=15.15 p _ I 5 -- r \ 8" PVC NO INV EL-6.J7 `�1s4o (a" PVC) SE INV. EL. ss7 qj._ Rainfall Records 0" The Contractor shall be responsible for maintaining daily rainfall records per NPDES ' so LIMITS OF PHASE 1 09°�F\ s V SILT FENC )- I requirements. OWN SILT FENCE. �', a �\4' In '0 w r 4. Inspection r- rs° kVh I - Qualified personnel shall inspect the following items at least once every seven C) MCC s s� �, O calendar days and within 24 hours of the end of a rainfall event which results in 0.50 inches or greater. When the site has undergone final stabilization, inspections IU x s ©-� - _ shall be conducted at least every month. x3 °s sy \ Ci (43) 1. Points of Discharge to waters of the United States rta w ILT FENCE 5. I / Q FOUND 5 8'11.0 _ I it V) IRON ROD if. Points of Discharge to municipal separate storm systems 15. 6 s (NO ID) iii. Disturbed areas of the silce which have not undergone final stabilization r N o^ e4 a iv. Areas used for storage of materials that are exposed to precipitation x N N5 h 02 t.48 \P P P x x xx x ` x k"gop. 5\ V. Structural Controls s RIM EL.=1 SANITARY I (8" PVC NO INV. EL.=5.65 vi. Stormwater management system 8" PVC)SE INV. EL=5.58 - vii. Locations where vehicles enter and exit the site z 5. Non-Stormwater Discharge P I PROTECTION The Contractor is responsible for this portion of the SWPPP Plan. Contractor shall o, x� CATCH BASIN - , obtain any required temporary or permanent dewatering plan to South Florida Water Q 1 m 91 Rio TOP of GRATE EL=14.16 Mona ement District for approval Prior to commencement of an construction 0 r US 1 S9 CRETEBOTTOM EL=4.32 •, - 9 PP P Y • rap 15.06 is `SpB SIDEWALK (36" RCP) NE INN EL=5.04 I '`",I activity WfilCh required dewatering. (306" RCP) SW INV. EL=7.29 �,. •- - - - - /® 0 S ? \ N5's ?2 14. 14.7s CATCH BASIN f° (42) w 14.64 74 / _ TOP OF GRATE EL.-14.07 4 ; IRON ROD FOUND 8 , 54 \ .. BOTTOM ELNE iN I (NO ID) LEGEND ._ . 4'jA RBq p� wl (36" RCP) SW INV. EL=7.24 8 R 14_5 CONSTRUCTION AREA CLEARING PHASE 1 Z t UJ i UJ N ? RAINAGE MANHOLE CONSTRUCTION AREA CLEARING PHASE 2 "1.4. BOTTOM EL56.57 I "a m NONE ° 56x NN6 f TABILIZE INV, EL.=7.zs ;' INLET PROTECTION PER FLORIDA EROSION Raw x5 CONSTRUCTION V e Fo S ( ' ® AND SEDIMENT CONTROL MANUAL ® `�/ oQ ENTRANCE 9 (al) � - X - SILT FENCE PER FLORIDA EROSION AND SEDIMENT SANITARY MANHOLE FOUND 5/a' CONTROL MANUAL, FDOT STANDARD INDEX 102 yyyy IRON ROD �w b pN f '/y,6;h� 91 Ny0 NhS x .tli7 RIM EL=15.12 .r' (NO ID) v+ �N xN .iSOx x x x x x J A9 r, ` lom (8" PVC) NW INV. EL.=4.58 " > •�, ,J (8" PVC) SE INV. EL=4.50 - th Z " ENT CREEK ENTRANCE" SIGN ��//�� 0 N S. BM I C / dj '',Tx':. >?¢t4� EL = 15.05 \�\\. tQN...........�Op //// W ;3 2 ( )"STOP" SIGN '. \� \.\CieN$�. �., _.� / 4.79 x ` CATCH BASIN //� OR O Sjx \ TOP OF GRATE EL 16LU 4�3 40) NO. 46G57 '_ F- * Y 1 1i7, BOTTOM EL 4.56 ID AL 5. 6"SS Jj 540 lu TOP OF WEIR EL 13 65 " F, ON ROUND D 8 9�S4 sh '✓81 >�AS `5.86 (48'�CP) NE INV. EL=5.17 ^��, NO ID) _ £Pd S z 1, 3" R UND BLEEDER INV EL=5.17 'k W= O 9.9 �'O� S 15.28 xx 15. d \ / (48" RCP) SW INV FI1�.=5.33 i - - .. 1a.62 /•: STATE OF _\ al I� 1 x o �s 15.1534 51 ?' wIDE c0R6 I �GORIO DATE: MARCH 2019 1s.32,!r bo . /HA`\\\\\\ m °cu °c F'jje CQ�%{f DRAWN BY: DAD D� �' �Z k TO ION'60 ELECTRICAL PANELS C.I z 1 1T 5 ��TRANCE ARM AND KEYPAD g CONCRETI SLABS FOR DESIGNED BY: SSC POINT OF 75.2 CATCH BASIN Stephen Cooper, P.E. #46557 CHECKED BY: SSC • BEGINNING Non 0P OF GRATE EL 15.22 52) LESS PARCEL „�� x x ,5' ,5' Ny N°' = STAMPED G 4 130TTOM EL 4.2E FOUND 4"X4° CM $$9'41'40"W 42.3' M x x x Ny. S4 x a, y t ;48 RCP) N INV EL 5.50 "PRM LB HORZ. SCALE: 1 50' 13 q'b ( ) ELECTRIC SERVICE BO 8 5 �' (48 RCP S INV EL -7.61 4396 �' 9-42'05"W - 2.35( \SII�4jl. - 11 .6 - No PASSING" G @52 4 - - of of BER - 6) KNOW WHAT v VERT. SCALE: NA ouso Ia c 'so OE OF BERM 'sir S ,042'05"W - 1179.03'(D S89'41'39"W - 1179.0 M ly 13� TO 15. S49 v �� 15.7 (17) FOUND - - ALWAYS CALL BEFORE OV ss STAMPED "LB 4396' 9° 70P OF BERM s2 sF r TOP OF BERM r9 r IS px FOUND 'SURVEY POINT LARGE NAIL x -- ---- AINAUL-h` B DRAWING NO. DO NO' DISTURB PCP" (NO ID) ® �^" ING LU RM MEDIUM DENSITY RESIDENTIAL f Ny. „' , 'g) 0.5' WIDE BLOCK WALL - 0.5' WIDE BLOCK WALL (ORB 2554. PG r & LIFT x x x x 15.64 Aft iOUND 5/8" IRON ON TOP OF BERM EXISTING ZONING PD (CITY 0E FT PIERCE) ON TOP OF BERM WASTEWATER &LIFT STATION x �, rom it's fast. it's free. it's the law. ROD0.32'N..z.92'W.------- EXISTING USE-- RESIDENTIAL_.-------.-----------------------------EASEMEN�o(+Bz227_Pc91�,R' .s,��hL-------------� C ®.. �< I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - SANITARY MANHOLE I RIM FI =1556 1vim.callsunshine.com THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTIUri BYSTEPHEN COOPER P.E., SHALL BE WITHOUT LIABILITY TO STEPHEN COOPER P.E. & ASSOCIATES, P.A. CONSULTING ENGINEERS JOB N0.2018-118 L _