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Home My WebLink AboutBUILDING PLAN PAGE 94-108FOK 5901 5T. LUCIE BLVD., FONT FIERCE, FLOKIPA CONSTRUCTION MANAGED F. 0. box 1 a6 Fort Fierce, Florida 34954 Tel.: 772/461-8335 Fax.: 772/465-7665 CIVIL ENGINEER CULFEFFEK & TEKFENING, INC. 2980 5. 25th 5; ,reet Ft. Fierce, Florida 34981 Tel.: 772/464-3537 Fax.: 772/464-9497 LANDSCAFE ARCHITECT 100 Avenue A Suite 2E Ft. Fierce, Florida 34950 Tel.: 772/486-5228 J U IY 18.9 2019 PERMIT SET DONADIO & Associates, Architects P.A. 60917th Street Vero Beach, FL 32960 Te1.772.794.2929 Fax.772.562.8600 www.6lom,goilo-arc,h.com License No. AA0002258 STRUCTURAL ENGINEER N M L ENGINEERING INC. 2030 37th Avenue AW Vero beach. Florida 32960 Tel.: 772/569-1257 Fax.:.72/%-,/ 41 Tm MECHANICAL / ELECTRICAL / FLUMb1NG ENGINEER CARDINAL ENGINEERING ASSOCIATES, INC. 540 NW University Blvd., #206 Fort St. Lucie, FL 54986 Tel.: 561/746-6343 Fax.: 561 /746-3602 VENTILATION CONSULTANTS VENTILATION SOLUTIONS m , REVIpWEMR CODE COMPLIANCE ST. LUCIE COUNTY BOCC (_ FILE COPY sr JUL 2 5 2019 • Project No.: 2018-42 PROPOSED MANUFACTURING BLDG FOR PURSUIT BOATS FORT PIERCE, FLORIDA Project: FROF05ED K INDEX OF DRAWINGS 1/0 Dwg, No Drawing Name ® AO.10 COVER SHEET ® AO.11 INDEX OF DRAWINGS CIVIL DRAWINGS 1/0 Dwg. No Drawing Name ® 1 COVER ® 2 51TE PLAN ® 3 HORIZONTAL CONTROL & STRIPING KEY SHEET ® 4-5 HORIZONTAL CONTROL & STRIPING PLAN ® 6 PAVING, GRADING, & DRAINAGE KEY SHEET ® 7-9 PAVING, GRADING, & DRAINAGE PLAN ® 10 UTILITY KEY SHEET ® 11-12 UTILITY PLAN ® 13 OFFSITE PLAN ® 14 5TORMWATER POLLUTION PREVENTION PLAN ® 15-16 PAVING, GRADING, & DRAINAGE DETAILS ® 17 CROSS SECTIONS ® 18-19 UTILITY DETAILS ® 20 5WPP DETAILS ® 21 SPECIFICATIONS LANDSCAPE DRAWINGS 1/0 Dwg. No Drawing Name ® 1 OF 2 FINAL LANDSCAPE PLAN / PHASE 1 ® 2 OF 2 LANDSCAPE NOTES AND DETAILS IRRIGATION DRAWINGS 1/0 Dwg. No Drawing Name ® 1 OF 3 IRRIGATION PLAN ® 2 OF 3 IRRIGATION PLAN ® 3 OF 3 IRRIGATION DETAILS ARCHITECTURAL DRAWINGS 1/0 Dwg. No Drawing Name B A1.10 LIFE SAFETY PLAN ® A1.11 CODE REVIEW ® A1.12 UL DESIGNS ® A2.10 OVERALL FLOOR PLAN ® A2.11 PART FLOOR PLAN - SOUTH ® A2.12 PART FLOOR PLAN - NORTH ® A2.20 ROOF PLAN ® A2.30 ENLARGED PLAN - BREAK ROOM, REST ROOMS & OFFICES ® A2.31 ENLARGED PLANS - ELECTRICAL ROOMS ® A2.32 ENLARGED PLAN - COMPRESSOR ROOM ® A2.40 PART REFLECTED CEILING PLAN ® A3,10 EXTERIOR ELEVATIONS ® A4,10 BUILDING SECTIONS ® A5.10 TOILET ACCESSORIES & ADA DETAILS ® A6.10A DOOR & FIN15H SCHEDULES ® A6.1013 DOOR HARDWARE ® A6.11 DOOR DETAILS B A6.12 DOOR & WINDOW DETAILS ® A6.13 DOOR DETAILS INDEX OF DRAWINGS - CONTINUED I.iO Dwg. No Drawing Name STRUCTURAL DRAWINGS 1/0 Dwg. No Drawing Name ® 5-1 OVERALL KEY & GRID LAYOUT PLAN ® 5-2 PARTIAL SOUTH END FOUNDATION PLAN ® 5-3 PARTIAL NORTH END FOUNDATION PLAN ® 5-4 SECTIONS & DETAILS ® 5-5 SECTIONS & DETAILS ® 5-6 TYPICAL SECTIONS & DETAILS, 5CHEDULE5 & GENERAL NOTES ® 5-7 PARTIAL SOUTH END ROOF FRAMING PLAN ® S-8 PARTIAL NORTH END ROOF FRAMING PLAN ® 5-9 SECTIONS & DETAILS ® 5-10 SINGLE PANEL ROLLING DOOR PLAN, DETAILS & ELEVATION ® 5-11 (4) PANEL ROLLING DOOR PLAN, DETAILS & ELEVATION MECHANICAL DRAWINGS 1/0 Dwg. No Drawing Name ® M-OA MECHANICAL - GENERAL NOTES, CODES & LEGENDS ® M-OB MECHANICAL - SCHEDULES ® M-OC MECHANICAL - SCHEDULES ® M-OD MECHANICAL - DETAILS ® M-OE MECHANICAL - DETAILS ® M-OF MECHANICAL - SPECIFICATIONS ® M-01 MECHANICAL - PARTIAL AREA OF WORK PLAN ® M-02 MECHANICAL - PARTIAL AREA OF WORK PLAN ® M-05 MECHANICAL - ENLARGED PLAN - OFFICE5, BREAK ROOM, RE5TROOM5 ® M-04 MECHANICAL - ENLARGED PLAN - ELECTRICAL /UPHOLSTERY ® M-05 MECHANICAL - ENLARGED PLAN - CONDENSING UNIT LAYOUT PLAN, ELECTRICAL ROOM PLANS ® M-06 MECHANICAL - COMPKE55OR ROOM - FLOOR PLANS, SECTIONS, AND ELEVATIONS ® M-07 MECHANICAL - ELECTRICAL/UPHOLSTERY 5HO12 - SECTIONS AND ELEVATIONS INDEX OF DRAWINGS - CONTINUED 1/0 Dwg. No Drawing Name ELECTRICAL DRAWINGS 1/0 Dwg, No Drawing Name ® E-OA GENERAL NOTES, SPECIFICATIONS, LEGENDS, INDEX ® E-013 SPECIFICATIONS & DETAILS ® E-01 SITE PLAN -ALL PHASES ® E-02 ELECTRICAL SITE PLAN ® E-03 ELECTRICAL KEY PLAN ® E-04 PARTIAL ELECTRICAL PLAN — SOUTH ® E-05 ELECTRICAL ROOM PLAN — SOUTH ® E-06 PARTIAL ELECTRICAL PLAN — SOUTH Ej E-07 ELECTRICAL ROOM PLAN — NORTH ® E-05 PARTIAL ELECTRICAL PLAN — SOUTH ® E-09 ROOF PLAN — SOUTH ® E-10 PARTIAL ELECTRICAL PLAN — NORTH ® E-11 ROOF PLAN — NORTH ® E-12 PARTIAL ELECTRICAL PLAN — NORTH ® E-15 PARTIAL ELECTRICAL PLAN — NORTH ® E-14 PARTIAL LOW VOLTAGE PLAN — SOUTH ® E-15 PARTIAL LOW VOLTAGE PLAN — NORTH ® E-16 PARTIAL LIGHTING PLAN — SOUTH ® E-17 PARTIAL LIGHTING PLAN — SOUTH ® E-18 PARTIAL LIGHTING PLAN — SOUTH ® E-19 PARTIAL LIGHTING PLAN — NORTH ® E-20 LIGHTING CONTROLS, SCHEDULES & MOUNTING DETAILS ® E-21 LIGHTING CONTROLS & SCHEDULES ® E-22 PANELBOARD SCHEDULES ® E-23 PANELPOAKD SCHEDULES ® E-24 PANELBOARD5, DETAILS & RISER DIAGRAM FLUMDING DRAWINGS 1/0 Dwg. No Drawing Name ® P-OA PLUMBING - GENERAL NOTES, SCHEDULES, CODES & LEGENDS ® 12-05 PLUMBING - DETAILS ® P-OC PLUMBING - GENERAL SPECIFICATIONS ® P-01 PLUMBING - GRAVITY PIPING - OVERALL FLOOR PLAN ® P-02 PLUMBING - FRE55URE PIPING - OVERALL FLOOR PLAN ® P-03 PLUMBING - GRAVITY PIPING - OVERALL FLOOR PLAN ® P-04 PLUMBING - PRESSURE PIPING - OVERALL FLOOR PLAN ® P-05 PLUMBING - GRAVITY PIPING - ENLARGED FLOOR PLAN ® P-06 PLUMBING - PRESSURE PIPING - ENLARGED FLOOR PLAN ® P-07 PLUMBING - GRAVITY PIPING - SCHEMATIC R15EK DIAGRAMS �0 P-08 PLUMBING - PRESSURE PIPING - SCHEMATIC RISER DIAGRAMS 13UILDING FOR f UR5UIT DOAT5 3901 ST. LUCIE 6LVD. FOKT FIEKCE, FLOKIDA Key Plan Issues: No.: Date: Description: A. 07112/19 BID SET B. 07/18/19 PERMIT SET Architect: DONADIO & Associates, Architects P.A. 60917th Sheet Vero Beach, FL 32960 Te1.772.794.2929 Fax.772.562.8600 ..donadio-a.ch.00m License No. AA0002238 Consultant: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Drawing Title: DRAWING INDEX Drn: Drawing File: JEL chd: XREF File: s .'pNTWONI, 0 oject Plot File: E ` 0' a o.: 8 : 0019 : • AO.20 PURSUIT CONSTRUCTION PLANS FOR BOATS PHASE (FORT PIERCE ) INSECTION 32, TOWNSHIP 34 SOUTH, RANGE 40 EAST PROJECT SITE INDIAN RIVER COUNTY s� Q \5 A1A s 9A 5 ST. LUCIE BOULEVARD PARKWAY 91 e v 68 ORANGE AVENUE zEDWARDS RD. 0 U N U �f v P°P 0 Qi (IKEECHOBEE 712 WdITE CITY ROAD n 7 n 70 � Z Lv DO 0 W PRIIAA V15TA BLVD. %G.n U °p° �r O`F q A1A gyp° s 91 709 0 LOCATION MAP N.T.S. SECTION 32, TOWNSHIP 34 SOUTH, RANGE 40 EAST FILE NAME: 18-188 COVER.DWG ST. LUCIE COUNTY, PREPARED FOR FLORIDA NTIC AN PROJECT VICINITY CULPEPPER & TERPENING INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25TH STREET * FORT PIERCE, FLORIDA 34981 * (772) 464-3537 151 S.W. FLAGLER AVE * STUART, FLORIDA 34994 * (772) 220-3376 STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO. 4286 INDEX TO SHEETS SHEET NO. DESCRIPTION 1 COVER 2 ISITE PLAN 3 HORIZONTAL CONTROL & STRIPING KEY SHEET 4-5 HORIZONTAL CONTROL & STRIPING PLAN 6 PAVING, GRADING, & DRAINAGE KEY SHEET 7-9 PAVING, GRADING, & DRAINAGE PLAN 10 UTILITY KEY SHEET 11-12 UTILITY PLAN 13 OFFSITE PLAN 14 STORMWATER POLLUTION PREVENTION PLAN 15-16 PAVING, GRADING, & DRAINAGE DETAILS 17 CROSS SECTIONS 18-19 UTILITY DETAIL 20 SWPP DETAILS 21 SPECIFICATIONS LEGAL DESCRIPTION Two parcels of land lying in Section 32, Township 34 South, Range 40 East, St. Lucie County, Florida and being more particularly described as follows; The Northwest 1/4 of Section 32, Township 34 South, Range 40 East, less the following portions thereof: the West 1/2 of the Northwest 1/4 of the Northwest 1/4; and less the North 40 feet of the Northwest 1/4; and less the South 125 feet of the Northwest 1/4; and less the West I, 174.41 feet of the Southwest 1/4 of the Northwest 1/4; and less the West 700 feet of the East 3/4 of the North 1/2 of the Northwest 1/4. TOGETHER WITH: The West 1,174.41 feet of the Southwest 1/4 of the Northwest 1/4 of Section 32, Township 34 South, Range 40 East, LESS and EXCEPTING the West 30 feet thereof and the South 125 feet thereof, all lying and being in St. Lucie County, Florida. Containing 111.42 acres of land, more or less. REVISIONS SHEET NO. DATE CONSTRUCTION PLANS 6/ 12/ 19 PURSUIT BOATS (FORT PIERCE) C&T PROJECT NO. 18-188 'k'us FOR ry z No.3872 f�;q - SAL SHEET 1 OF 21 TREASURE COAST INTERNATIONAL AIRPORT ZONNING- U (UTILITY) LAND USE=. T/U (TRANSPORTATION/ UTUTY) PREVIOUS RIGHT OF WAY LINE EX. RIGHT OF WAY UNE ST• LUCIE BOULEVARD - R/W COUNTY ROAD 608 EX. RIGHT OF WAY LINE (POSTED SPEED - 45 MPH) 0 R/W 1700 0. 29 rn-, ._,._.."+: '"`"_.-':_.` --_.�.. ,. ,r. _ •a -an- -�i rw. .. - _ -.ae ° h e 31 32 ... _ a"..-.¢ „_-'..._al`s>°__. ..v ..,;,.:. _ _ _ v Will Pon PROP RIGHT OF WAY L,II(f - 30' S69 50 06 E b09 88 - ULTIMATE RIGHT OF WAY UNE o. `-N89'50'O6"W 1300.65' __r _____ sI .y ry ^ 1t RELOCATE UTILITY EASEMENT PROT_ F- al FOUR (4) EXIST 8" WHITE ULTIMATE t SIGN '& I r .. GRASS PAVERS TO N r RIGHT-OF-WAY FLAG POLES f BE REMOVED w/PH 3b PARKING MARKING ' NATIVE VEGETATION BUFFER DNE . q" t,;aaa (10'18 SPACE) (TYP.) O1 EX. GRASS , q , 'y CURB STOPS (TYP.) PAVERS PARKING (27 EXIST) i I ik -_> -- -- - --> - - - - - > -- -- <--- io PB HOLDCO, LLC „i23-AT PH 3B) II, rl ' -LS "t a n O.R.B. 4192, PAGE 771\i S S N S 207 PARK G SPACES { { I 144 PARKING SPACES 1 f PARCEL ID: k REMOVE d i Cs +l 1432-221-0001-000-6 `EXIs7tNG%4 `\y j rn FLORIDA COCA -COLA BOTTLING CO - PAVEMENT �4SI-KING rn ZONNING=IL I i'/TRUCKS ) I i �'°,,/%,"� LE%(STING 4 E!E!E! LAND USE=IND I EXISTING ` -Q FIRE HYDRANTS/nor ✓ h 1 'ti. 7 P P _ p _-' _ - } I `` REMOVE 3 SPACESf,...; `- P AS. , 4- 130' - I - - I - -1 - ? +30'- -4 - 1- - 1- °'I •, r ":, s(PHASE 1A) r6.00' 2ND FLOOR , O - - PROP, ' I r / J:. :.. L - J OVERHANG b �:, 135' j CONC. APRON �r7 / ° 45' _ STORMWA7EE ,.I - b C , i- _. ,_ t II DRAINAGE SYSTEM EXISTING SHED ROOF '? N MANUFACTURING GR^� 1 W-1 N 75 . vLOADINc '.. ... (85'X12' TYP.) ' ! ..e s e - _. 86 - I MANU ACTURING E-1 � 'I FFE-23.65 ,. f 31 EXISTING. 1. ` """""""`(SINGLE STORY) � R I r�DRY DETENTION AREA PROPOSED 20'x30' !U I CONIC. WALK - 305 PARKING SPACESr{e!I 182,115 S.F. ESL FFE-24.5 - PROP 8 ' „tl COMPRESSOR SHED I GRASS - t I p l PROP 4" FM r sIk 4 (17 X55') VI LOADING SPACES w Ph 3a r i t. 1 11 EXISTING Ir, ^y 21 L 1 O �, 19 N I LLJ GRASS ' hF1RE HYDRANT ,., ,:. 77% a .:: w ,. tl CPAVINGTE r ■ ._.. a b .O " I: r N I LOADING DOCK p lz �: ! Iof z o [ P tltl 1 v a I. N 7 -�i L � ..�REMOVE 2 ' O EXISTING CONIC. D. SPACES (PH IA) A • r _. GRASS GRAAtIC, O [I: w.;t tlt CI O O 1 .... -^ r' 33 . ., A K� po 0 o - SO'09'35"W 2664.91' TOTAL 1/4 SECTION EXISTING CONCRETE r� ' E= . -_ ? rA� UFT- N LNzO aWELL. STATION 1 Nip - ' PARCEL ID 1432-222-0001-000-9 , I EXISTING I MILL SHOP( I I WWII o ,�'gj1..' ; STABILIZED g # .IL i OPEN --,I t z w ZONNING cANopY o I xa I CO v_ ACCESS y 5. qg' o LAND USE-IND I I EXI TING I o I V1,3 I F 198' ^ -TRASH a HYD ANT 1 FIRE' O I `i7 J I I m' 1 COMPACTOR _D F I ��II' w f/� kdl y XISTING r m a 30' 60' li E OPEN d s X m W I, :. C NCRETE BUILDING ",.: Ij I, q II mI h 1.` ° W r tl b.'1 PHASE 1a r PHASE 1b i-,., a L (CANOPY 1 } OPEN I' .:.:. _..:_........_ rI__._.._.,....w - °¢ BUILDINIG ZC 1 h 9../ o 1 l��pJJJ Y y qrl 20' NATIVE 1 q EXISTING j� f a o VEGETATION - �"T) r. F-METAL ' �d _ BUFFER CANOPY _I CMP SHOP. ;; IhvARR,wrY o ° 345' FUTURE y.. , orDcg LUILDINJG z ; N �r>il tll; s 6" 10'/30' YELLOW w 11 N ; [ l GRASS : EXPANSION 95.� Cc n SKIP LINE (TYP.) O ,II L-__.i [ .__,_._ ,k. w 11 BUILDING w Ili EXISTING CONC. EXISTING SHED sPAcsRB IAj .f I. ' r r PHASE tb -45' - s: ! z (SINGLE STORY) /':-e tl-, PRO. STORM WATER i ::3 _J`.,,- EX. DUMPSTER' � - ram- 57.600 S.F. EST. FFE-24.5 ; DRAINAGE SYSTEM b :I _ _ t` � PARCEL ID # 1432-231 0001 000-7 I: I rn ZONNING=IL I" ,,,- : '•,�,.` _-'_-�., 1 '�.._..__..__ ti. - 240. CONCRETE:.. R4S' aµst tltll LAND USE=IND ..�..,,._.-_......,,_.__. (--- _ ( D C �" - - LOADING EXIST. DRY RETENTION CREST AREA ^' r0 PHASE 10 P fif Pt Y,YP _ 85'z12' TYP.) ASPHALT .._._.,.:_,_._-__.-_,_--'- PAVING-\ S89'46'S9"E 636.63' _ _ _ , 4 . �;I y I 1" r• xM xM S99'.46'5 700: 0' p R "� ,_ O i;,_ At;.• LL:,1 / tleDRY D7,111, ETENTION AREA 4TYP,) DIRT ROAD 4 i : �• �''V CONSTRUCT NEW 8FTTI i SERVICE �f __- PED. PATH CESS PATH / I 50' PRO. �P 70' ; y,:,F 75 /.:"'.'.::'.'........'.:- CONNECTIONS } DITCH FS• m PAVEMENT a'i I T N TRASH �'v w MARKING O "4 !% ''/ / / / // %/ i.' EMPLOYEE 32' COMPACTOR 8' CONC.. i', ACCESS LOADING SIDEWAU( BAYS (•• --1 50, -- a o CONCRETE ...''✓4 'i.0 MOLD .:._.._ u CONCRETE ,.. / ,, �,�• / ` / / . / M i } PAVING E TRUCK PAVING J V./ LOADING 'PHASE 3b p. '/ BUILDING E-3 i Fri WETLAND ` too' (sINGLe sroRr) [ �, WELL s' TREE PRESERVATION / 20 RESIN m P h o 8 ACRES 'Y. ,•,{ // F / ,r ' 90,000 S.F. EST. FFE-24.5 i BUILDING BIKE RACK r.:S'li. Y . MITIGATION ARE ,PROPOSED aFOR DEDICATION TO SLC ColcR-h naETE _ a : , - s `•' `••`' •'•'.: , 300' PHASE 34 r /'/ / P o 1 S • h 3 PHASE 3b O I - i,:r ✓;- r.. / % / i / ^/ / ./ / 300 0 5 FLIT / 2MN UG EXPANSION MANUFACTURING N c' N STORAGE (SINGLE STOR'O ;� (SINGLE STORY) '" 1'B •.\ /, /.' / /,,, o 6 . 182,115 S.F. EST.FFE=245 4:�.: / / / / : `..�.; �" ' .1 r / //,. ,,:, 3 N AREA I s7.soo S.F. '-// .'/ %i // -< - ° // `•/ /i �/ .'f %/' i l . >//' /e MIN. FFE-24.5 i s to " ..... i , a J ✓ r, J , a' J , _' 1 -. - ,! /,•' // �/ O PRO. 240 600 a 1----- r. +i STORM WATER O r •., •1 DRAINAGE SYSTEM s - O) 7l,,/ % i.' f v; ✓ .�t" , / J' / / :' / / %. ,,'/ 4�-." ," ,"," v_ ,. v-v-v-v v_." ," v-=-v," •. .• A roc CT).i. {.. toe -1- roc- .I. me ror roe TO = mF ME _ _ _ _ ✓ ./. , -,. I. a �. 1 �• .:. o • . PARCEL fD # 1432 231 0002 000 4 Qo V'• .•:) ZONNING-IL a ,N i . ,I \ o N i / i..' ' 11✓; •'.7' i ,.,: / LAND. USE=IND , 1h' . .. ..WET DETENTION AREA i -. 4.76 ACRESf I .1.. m_ O 2 ) O a J F / r , I\ 3a1 301 301 .1 .:.: .... / , J r / J : dr / ! / . / / \ 3rl '3a1 301 331 '30 O J , '�. 1 301' v rn T zw aznoi NATIVE VEGETATION BUFFERCa m o I I EL 10-.. a TREE PRESERVATION I : - 2 o // %/: / /� PROP. 20' / MITIGATION AREA'PROPOSED` %/ DRAINAGE EASEMENT C ° FOR DEDICATION TO SLC 1> 0 POP. 1` STORM WATER 10 ACRE N DRAINAGE SYSTEM HABITAT PRESERVE AREA CL 00 fJ i 00 i Y r �_ N89'58'03"E 1144.42' CANAL R/W PROJECT SITE MM RIVER COUNTY n. wur wuvAw T L R/W Fy imw m 1 � 9L cjt 2 aeeooxc 'f_r`Z 20' NATIVE 3 UFFERnON tl 4 GUARD HOUSE 8 A rz , 9 e LOCATION MAP 9 CK 37 1p SAN LUCIE PLAZA UNIT ONE P.B. 5, PAGE 57 11 12 13 �i VACANT 14 ZONNING-IL LAND USE-IND C7 15 U q17is HAWTHORNE ROAD 1 2 3 4 6 7 e a VACANT 77 ZONNING-IL LAND USE-IND 12 13 14 SAN LUCIE PLAZA s UNIT ONE P.B. 5, PAGE 57 is DICKENS ROAD 17 is 16 w 20 Z 21 i-ell! h 22 BLOCK 15B VACANT ZONNING-IL 23 U LAND USE=IND 24 25 ) 26 BRYANT ROAD 27 (LOCK 15C 26 p-c-.TOB-----TOB-----TOB-----TOB----- -- Vi - TOP OFIK 125' TOB- - TO ' - - - -TOB- - - - -TOB- - - -TOB- - - - -TOB- - - -TOB- - - - _ OUTFALL TO -TOB- - - - - - TO --TOB--- n 1 FPFWCD CANAL #1 - - - -- -- - --- W - � ^ N89'58'03"E 2667.96' Q CANAL NO. 1 N FORT PIERCE FARMS WATER CONTROL DISTRICT - L U O r N I N OD cc i i 0 i CULPEPPER Oc"TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS P 2980 SOUTH 25th STREET •. FORT. PIERCE, FLORIDA 34981 ,.." 151 SW FLAGLER AVENUE r STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 r svww.ct-eng.com STA'I P: OF FLORIDA CERTIFICATION No. LB 4286 R F V I S I O N S- GRAPHIC SCALE 150 0 75 150 ( IR FgEf ) 1 inch =150 ft. LEGEND PROP. BUILDING v NATURE VEGETATION PROP. ASPHALT PARKING . . . PHASE LINE 0 PROP. DRY DETENTION AREA PROP. WET DETENTION AREA PROP. CONCRETE PAVEMENT �J PROP. RESOURCE PROTECT. AREA PROP. STABILIZED ACCESS LEGAL DESCRIPTION: Two parcels of land lying in Section 32, Township 34 South, Range 40 East, St. Lucie County, Florida and being more particularly described as follows; The Northwest 1/4 of Section 32, Township 34 South, Range 40 East, less the following portions thereof: the West i/2 of the Northwest 1/4 of the Northwest 1/4; and less the North 40 feet of the Northwest 1/4; and less the South 125 feet of the Northwest 1/4; and less the West I, 174.41 feet of the Southwest 1/4 of the Northwest 1/4; and less the West 700 feet of the East 3/4 of the North 1/2 of the Northwest i/4. TOGETHER WITH: The West 1,174.41 feet of the Southwest 1/4 of the Northwest 1/4 of Section 32, Township 34 South, Range 40 East, LESS and EXCEPTING the West 30 feet thereof and the South 125 feet thereof, .all lying and being in St. Lucie County, Florida. Containing 111.42 acres of land, more or less. TOGETHER WITH: The West 700 feet of the East Three Quarters of the North "ih of the NW k of Section 32, Township 34 South, Range 40 East, Less the North 40 feet thereof, all lying and being in St. Lucie County, Florida for right-of-way purposes. Less and Except all that parcel of land described by deed recorded In Official Record Book 4080 at page 2379, public records of said St. Lucie County, Florida. Containing 20.46 acres of land, more or less. 'Water Service (Utility) FPUA Electric Service FPUA Sewage. Service (Utility) FPVA Teicom Service (backbone) AFT Re -Use Water (Utility) N/A Cable Service (primary) Comcast All utility services will be placed underground. 17.) Refuse. 18.) Site lighting: Site fighting In the parking and storage areas will be provided through a combination of wall mounted fixtures on the side of the building or through the placement of several independent poles. 19. Site Drainage reli a (p i mn rv)• The exerting site is permitted under SFWMD Permit#56.00457-5. The current system will not be altered and a separate system consisting of wed/dry detention & storm pipe will be Constructed to serve the expansion and will outfall to FPFWCD Canal No. 1. Min Parking El. 110 Year, 1 21.06 NAND Min Berm El. (25 Year, 3 Day) 21..67 NAVD Min. FEE (18"Above Crown) 23.:05 NANO '(more resuicilve than 100yea , 3 day no oudall) 20.) Traffic: Statement Trip Generation based upon ITE Code (140) Manufacturing Trip Generation is estimated as follows: ADT: 3.16 Trips/1000 SF of facility AM PEAK: 0.67 Trips/1000 SF 3.16-(569) + 160.04=1,960 VPD 0.62-569=353 VPD (77% Enter, 23%Exit) PM PEAK: 0.67 Trips/1000SF i0.67"569=381.5 VPD (31% Enter, 69% Exit) 21.) Preservation The project willprovide upland. and wetland preservation through the reservation of 42.acres of land'in the southern and southwestern Portia n:of the site. BY I DATE II BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 4/1/19 SITE DATA TABLE Owner/Applicant; Owner/Applicant:. Architect PB Holdco,'.LLC. St Lucie Industrial Park,. LLC Donadio & Associates c/o 3901 St. Lucie Blvd c/o 3901 St. Lucie Blvd, 60917th Street Ft, Pierce, Fl. 34946 180 Countright St Ste 1GO Vero Beach., FL 32960 Phone: 772-460-4611 Wilkes Barre, PA 18702 Phone: 772-794-2929 Fax: 772-562.8600 Engineer / Surveyor. Landscape Architect: Culpepper & Ter ening� Inc. Greg Boggs 2980 South 25th. Street Boggs Landscape Architectue Fort Pierce,FL. 34981: Suite 2E, 100Avenue Phone: 772 464-3537 Fort Pierce, FL 34951 Faxi 772 464-9497 Phone 772-577-6473 www.ct:-eng.com: 1.) Project Name: Pursuit Boats - Ft, Pierce Facility Expansion' - Major Adjustment q4 2.) Location: 3901 St. Lucie Blvd., Ft. Pierce, Florida 3.) Project Description: Boat Manufacturing facility 4.) sec/Town/Ranee: Section 32/ Range 34S/ Township 40E 5.) Tax Map ID: 6.1 Parcel ID Numbers: - 14-32N 1432-221-0001000-6 1432-2210002-000-2 1432-231-0002-000-4 7.) GrossSite. Area: 132.23 acres 5,759,939 sq feet 8.1 zoning: It (Industrial Light) 132.23 acres 9.1 Land Use: IND (Industnall 132.23 acres 30.) Site Density/Intensity Maximum FAR (Nonresidential) - 1..0 (Maximum Coverage by Buildings (13:5%)) 11.) Development Schedule: Phase is Development Schedule: Phase Sb Start: Summer 2019 Fail 2020 Complete: Summer 2020- Spring.2021 Development Schedule: Phase 2 Stott: Fall 2021 Complete: Summer 2022' Development Schedule:. Phase 3a Development Schedule: Phase b p 3 Start: Summer 2022 Summer 2023. Complete: Summer 2023 Summer 2024 12. Flood Zone: The project site is located in Flood Zone X(Area of Minimal Flood Hazard), accordingto the Federal Emergency Management Agency IFEMA) Flood Insurance: Rate Map Number 12111CO176, Feb 16, 2012. 13.) Site Coverage': ` Existing: ' acreage sq feet % of site FAR` Buildings (all types) 4.66 202,882 22.5 0.231 ' Roadways/Parking 3.94 171,592 19.0 N/A Other Impervious 2.20 95,851 10.6 N/A Total Impervious 110.80 : 470,325 52.1 Open Space/ Landscape 9.93 432,724 47.9 N/A Total Site Area 20.73 : 903,049 : 100.0 Proposed acreage so feet % of site FAR` Buildings (all types) 13.07 569,430 11.7 0117 Roadways/Parking 16.54 720,324 14.8 N/A Other Impervious 0.03 1,388 0.0 N/A Total Impervious -29.64 " 1,291,142 - 26S9. Open Space/ Landscape 31.35 1,365,735 28:1 N/A Lakes/Retention (dry) 8.85 385,325 7.9 N/A Preserve Area 41.65 1,814,462 37.4 N/A ' Totals 111.50-4,856,664 100.00, Total acreage so feet % of site FAR` Buildings (all types) 17.73 772,420 13.4 0.134. Roadways/Parking 20.48 892,109 15.5 N/A Other Impervious 2.23 97,139 1.7 N/A Total impervious 40.44 1,761,667 30.59 Open .Space/ Landscape 4L28 1,798,286 31.2 N/A- Lakes/Retention(dry) 8.85 385,325 6.7 N/A: Preserve Area 41.65 1,814,462 31.5 N/A Totals 132.23 -15,759,740 :100.00 Notes- 1.) All areas are approximate and subject to change as part of final Construction plans. 2.) FAR coverage based on total bide sq ft/gross lot area. 14.) Parking:' Expansion Area. required parking - 1.18 space/ 1,000 sq feet building area Exhi ' Building Area SP 1000 sf. Total Phase Total Reauired Provided +/- 208,672 1.18 246.2 305 305 58.8 Revised Existing Building Area SP 1000 sf Total Phase Total Required Provided +/- 208,672 1.18 246.2 291 291 44.8 Phase la Cummulative Cummulative Phase Phase Area SP1000 sf Sub -Total Total Building Total Required Provided 182,115 390,787 1.18 461.1 207 498 37 Phase A Cummulative Cummulative Phase Phase Area 5P L000 sf Sub -Total Total Building Total Reauired Provided 57,600 448,387 1.18 529A 144 642 113 Phase 2 Phase Area Cummulative Cummulative SP 10005f Phase Sub -Total Total Building Build'ng Total Required Provided 90,000 538,387 1.18 635.3 0 642 7 Phase 3a Phase Area Commutative SP 1000 sf Cummulative phase Sub -Total +/- Total Building Total Required Provided 182,115 720,502 Lis-850.2. 422' 1064 214 Phase 3b (Total) Cummulative Commutative Phase. Phase Area SP/1000 sf Sub -Total +J- Total Building Total Required Provided 57,600 778,102 1.18 918.2 G'' 1064 146 handicapped parking required (based on Code required parking)' Code Req'd HC Required (2%) HC pkg provided 1.18 918.2 18 25 15.) Building Het.: Maximum Bldg. HgE 50, PROPOSED 35'-6" REVIEWED FOR CC®E � C1 PLIANCE E COUNTY Epcc ST. LUCIE COUNTY PROJECT No. MJSP-2201915484 DATE: 6/12/19 PURSUIT BOATS (FORT PIERCE) HORIZ. SCALE: 1"=150' VERT. SCALE: N/A JOB No. 18-188 SITE PLAN SHEET 2 of 21 30 31 33 NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 0 Know what's below. Call before you dig. l ILR I FIELD BK./PG.I Gll II P" F RRF UTIL TY CONNECTION DETAIL SHEET 12 L ,.:I, 1 Ue 2 1 HAWTHORNE ROAD CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • PAX 772-464-9497 • w xt-engxom S'I'ATE 017 FLO]MA CUR11FICA I ION No 1I3 4286 SHEET , T b ' I DIOKENS ROAD 17 16 19 W 20 �ZW a 21 a U BLOCK 15B 23 24 25 26 BRYANT ROAD 27 3LO21 K 5C B —REVI SION S— BY DATE BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKIM 1 4/1/19 GRAPHIC SCALE 150 0 75 50 ( IN FEET ) 1 inch = 150 ft. REVIEWED FOR CO®E COA4PLIANCE T. LUCIE COUNTY 8QCCI,1,,,'/ \\ I Aft � ePN.......... 10EN Mir �� may. Nl. STEFAN K. MATTHE�;.. 1?.E. ffl—ftEG, NO.. 3J 23 PURSUIT BOATS (FORT PIERCE) HORIZONTAL CONTROL & STRIPING KEY SHEET Ail H01411ZI. � k'ALE: 1 "=150' VERT. SCALE: N/A JOB No. 18-188 SHEET 3 of 21 SEE OFFSITE"PLAN FOR -- _._ ,., ... .- <:,:.. ..,:, _.. a .. 23.3' � OFFStTE...-STRIPING._ -- _..... -. -" ----__.. "SEE OFFSITE PLAN FOR INSTALL 34 ZNHiTE STOP __._. ------------ _... _. Lek. _._ --3P'---_"_____--'-- 3F <...... _I(e? ,.. z..,:, -, •aya . ..,�e�.. ,.„,ba,...y-(.r .,, �'y'�`' BAR PER DETAIL TYP. . _ _._ .__________ .. _...._ .. -_.__. _ __ ._ ___._____�{+�_ __;Ey_tr ^.,�_;_�__ __ . ( ) OFFSITE STRIPIN ._. ---_.. _. _. _._...-.. _ ---- ..._ F". -"`y--.__.__ `� �=- -` -_-__--"�-''- ---- --- 78' RELOCATE-- _-_-------- ......_- _._PER -._DETAIL... -a _..._; ---_80•_-__ ry' Mb 1 �, i o. - ?�'-____..__________:,._ _. _;1k�... _:. ............ __.._..___... _._ __ r.... _. ;,..� _'`____.__-_'------------3.---- --------___'.____.1�:_e-`�°,_.---------__-.__.-_-----__-___`----_. `---------------- 20 7 ¢, �,1:.::. ,. Rb--.___.__—_____------->�`T�{,�? INSTALL LEFT TURN — 'ten m:. \�. _. :., ,� o ^i, .., ,. - .:.a ,A, ..:. �'. a�.:. 'h .�',y7s .,.. n•�`i' .._ ., <_. ,.,., ... _ _— _ —_ _ —'A,. __._. _ .__ _ 'D ,n9, — LANE -USE ARROW PER y/ _ Y � _ —?r_ .,-� — _ — — _ — �_ - _— � - - �'� FDOT INDEX NO. 711-001 `� " —.� .. ,: ... ... .. ?ti '_- - _' �_ _ �- �.�®. ^ a (TYP.) `L Ft N89'50'06.38' W 1300.65' 0 IN��"T'A THROUGH �,��. ^°' —6s � 50' 51.9' � � 20' PROP. R/W FUTURE 30' R W -';41° LAIJE}`YJSE ARROW PER ` ° o ti 4 PROP, ST LU RIGHT COF WAY :I > / l L �'' T LUCIE BLVD ,o ", �� Ff)•OT INDEX N0. 711-001 —— �\ (TYP.) try'" dry.yN IGHcF'OF WAY i� o, it 30 F x, - — -- _-- i (�, „e — —j -�--- o �ti -- -- -- -- -- —h� FUTURE R/W x , FUTURE ST LUCIE BLVD-- -- +I---.^_}---- -- -- -- -- —t— �v RIGHT OF WAY -- -- X`�'gq°i FUTURE ST LUCIE BLVD INSTALL RIGHT TURN y: RIGHT OF WAY LANE -USE ARROW PER° GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. X, 1 FDOT INDEX NO. 711-001 , . 75 349.5' 75' ^p (TYP.) a LEGEND INSTALL 6" SOLID WHITE INSTALL 6' SOLID WHITE a° P=15.5' RNG SPACE INSTALL WHEEL STOP PER INSTALL 24" WHITE STOP -. - PROP. DRAINAGE SYSTEM ------- -----_---- - I -- - ,y PAVEMENT STRIPING PER xT• DETAIL (TYP.) ROOT INDEX N0. 711-001 <� NG (TYP.) BAR PER DETAIL (TYP.) INSTALL R1-1 STOP X" EX. GRADES INSTALL 6' DOUBLE ,� _ SIGN (TYP.) 35.5' YELLOW PAVEMENT S INSTALL TURN AND — . — . — . STRIPING PE`R FOOT d y -- ' - - — ' — ' — ' — PROP. ASPHALT PAEMENT 1 THROUGH LANE -USE INDEX N04 711-001 > -->----�---->----->---- \II TYP, .. fv ARROW PER FOOT IND', y__ _ ____o-____o-____<_( )rNo. 7v—oo1(rYP.) x ----'-----PROP. CONCRETE PAEMENT II��20,-20'� zp � 20 p — — - b i INSTALL 6" WHITE 2'-4' --' SINGLE DOTTED LINE PAVEMENT STRIPING PER i� FDOT INDEX NO. 711-001 \ (TYP.) 0 ti 4, x �. NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. i ALL 6" SOLID WHITE RENT STRIPING PER./ INDEX NO. 711-001 (TYP.) —' t0' —' 10,'— - �; 26" 26' Too' b Mti ha I: ry' 20' — P0' TACT R7-1 STOP 48r-1 SIGN (TYP.) > _ RV ,ry b t A('' PROP. STABILIZED PATH CONCRETE PAVEMENT TO BE REMOVED - EX. CONCRETE PAVEMENT 20' �, - TO REMAIN ----------PROP. SWALE - - PROP. PERIMETER BERM 1 INSTALL R1-OTOP InI� r SIGN PER DETAIL (TYP.)LLLLL e -_< __ -<_ _->___ .. .,. ,. 24 SOLID WHITE -0---- a � i / ,yy .d _ - — - —30 �. 12" SOLID WHITE- INSTALL 6" SOLID WHITE J x 2 d 30- — — — PARKING SPACE STRIPING (TYP_) INSTALL R1-1 STOP a — — — — — - — — - — — — — — — �4 R "SIGN (TYP.) �` '—'--� STALL SWAL IPIN R25' d c PER FDOT INDEX O° 17346_i� e q _ - IN CROS K TR G INSTALL RI-1 STOP-- < - SIGN & 24" WHITE STOP b d < .. BAR PER DETAIL (TYP.) i I a .. d 1 —' 10" 26' 100' I_.:. I I I 21 26' 10I' I I xlYh 20' 1 —' 10''- 26' EM Too' 1 —'10'- 26' , } - i ' —'10'—. RS 1—'10'i. My —'10'1— R�--'10''—RS'/ r—�10',_ 26' 26' INSTALL UNIVERSAL SYMBOL OF — ' rh ACCESIBILITY PER FOOT DESIGN INDEX 2626' 26' —I zo, - NO. 711-001 TYP.) d45' - I . m e ? I !. I I E� a 1 _ INSTALL 6" WHITE 3'- SINGLE DOTTED LIP PAVEMENT STRIPING PE {FOOT INDEX NO. 711-0 • o Know what's below. Call before you dig. FII F RFF I FIELD BK./PG.I ,. a .d MATCHLINE SHEET 5 CULPEPPER CAL TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 • w xt-engxom STATE OF FLORIDA CERT'IFK:ATTON No, 1,13 4286 I — REVISIONS — I BY I DATE 715.8' TO PROPERTY LINE BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 1 4/1/19 NOTES 1. ALL SIGNS & PAVEMENT MARKINGS ARE TO BE PLACED IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), DATED 2009, AND THE "STANDARD PLANS" (FLORIDA DEPARTMENT OF TRANSPORTATION), DATED 2018-19. 2. SIGNS THAT ARE TO BE REMOVED FROM THE PROJECT SHALL BE STOCKPILED SEPARATELY FROM THOSE THAT ARE TO BE RELOCATED. 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT. 4. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF EXISTING LOOP AND LEAD IN WIRES, TRANSMISSION LINES AND UNDERGROUND UTILITIES. 5. ALL EXISTING PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN, SHALL BE REMOVED BY HYDROBLASTING. 6. RELOCATED SIGNS SHALL BE PLACED ON A NEW POST AND HARDWARE THAT MEETS CURRENT STANDARDS. 7. REFLECTIVE PAVEMENT MARKERS (RPM) SHALL BE PLACED IN ACCORDANCE WITH FOOT INDEX NO. 706.001 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC KAR4. 4f N46. 8723 �N *; K. MATTH2SrT:E. C' 3 PURSUIT BOATS (FORT PIERCE) HORIZONTAL CONTROL & STRIPING PLAN HORIZ. SCALE: 1"=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 4 of 21 NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1958. a, Know what's below. Call before you dig. — ----- O I 1 li �.. =t EXISTING PURSUIT BOATS z MANUFACTURING FACILITY i i i FIIVF RFF I FIELD BK./PG.I 1 9'. I I I � 00 4 I ww II CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 • ww .ct-eng.com $1 A FF. OP PI.ORIDA CGRTIPICA I ION N,,. LB 4286 4 5 8 7 8 CK 37 10 — R E V I SI0N S— 1 BY I DATE HAWTHORNE ROAD BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 4/1/19 GRAPHIC SCALE 150 0 75 50 ( IN FEET ) 1 inch = 150 Pt. REVIEWED FOR CODE COMPLIANCE STo LUCIE COUNTY BOCC '0111111111j111 \ N yCAR` M .,�ii ,. �P.•~�cE .3 73 STEFAN K. MATTH $.°'iP.E. .Tdfds`.nMO. 3$ PURSUIT BOATS (FORT PIERCE) PAVING, GRADING, & DRAINAGE KEY SHEET HORI AdAL VERT. SCALE: : 1"=50' N/A JOB No. 18-188 SHEET 6 of 21 ST. LUCIE COUNTY BENCHMARK "RICK" 6 PUBLISHED EL.: 20.97 NAVD 88 x� EXTEND EX. 13"x17" CMP 20 LF _ OF PAVEMENT:. a i X. STORM PIPE TOn- INV. EL: 20.6 .. _.j REMAIN ..... _. _ , . ... :, _.... g 1, pv ,. _ .. ._..__ ^.. _. _ .: - „ . F , .r, . r ..,. .._ _. "" " - a < .,. : , .,, ... .`< i i,; a..:,. �� . . P� _. v, _ ..r n, -, r,.;, -� wt p ,r EX. STORM PIPE TO REMAIN x' �'T. LUCIE BLVD ` ,_, ,.__.__.___.____-_ ___ _,__ _ _ _ _.. ._.._ ._.. ;y _.__ice_________,_____...__ --.iC______ _____._:___at_.__-__ _ __.____.___.,<': -__ ..._-_.-.,_,__.____gym _ _ €:_ _ ___ , .._ - ___..y__..... _ �_.._-`__--__-__,,.. ...... ..WEST INV_ 0_8 _._._ ._.... - - - .............._- �',_`--.---._..___.__,ar. ____---._._.__.�__..m. ad -.-- e � .. EAST INV: 20.6 EX. EDGE p o •� ,ti o .� o OF PAVEMENT r, EX. EDGE OF PAVEMENT o,, EX. ST LUCIE BLVD 80' trfiIGHT OF WAY PROP. EDGE OF EX. ST CIE BLVD n�. ,\1i ST. LUCIE BLVD 80' RIGHT'OF WAY -- _ e PAVEMENT ____.....- I T O WAY n _. �____-- _ _..__ F1.. _. jy.tl:.. . ><..__.. __.,a<._._.___.-.._. .. _._. __;tt_..._.,.....,..._....____..._...._..;Lt•_....._........ ,. EX.SAN _F.t. __Lu,Tc__. __a, y( . r>, ''� x'" _ - 'N89'S0'06.38' W 1300.65' -�^ --T- - x x ,. _ -,,. EX. EDGE � - � -- ,L � y _ -.20' PROP. R/W x` v ,' N89'5O'O6.38' i.. OF PAVEMENT „EY(. ENTRANCE SIG a,, ,y='' r�` r�` PROP. ST LUCIE BLVD 'TO BE RELOCATED ti'1• ,^. �yV �•`� RjQHT OF WAY y, �p �� II PROP. UTILITY EASEMENT / PROP. E TRANjSE SIGN' >, p x` 'U' (SEE UTILITY PLAN) 30 FUTURE LOCATIO, , I° ,'rv_y -- -- -- -x- -- -- -- --I - -- -- -- -- -- -- -- -- ' TURE R W -- -- ";, FUTURE ST LUCIE BLVD j 20.32 PROP. EDGE OF ,o. e6 _ FUTURE ST LUCIE BLVD RIGHT OF WAY PAVEMENT �� ^e^� RIGHT OF WAY CONST, STABILIZED UTILITY GRAPHIC SCALE 50 0 25 50 ( W FEET ) 1 inch = 50 ft. ° •ty .. =�a $AWCUT &REMOVE EX:P EASEMENT ACCESS LEGEND- pRIVEWAY �75' NATIVE VEG. BUFFER - i >l,'�r NATIVE VEGETATIVE BUFFER PROP. DRAINAGE SYSTEM EX. STABILIZED GRASS x PAVERS PARKING /�\\\ EX. uGrY0NICEDTE DRIVE TO M1` _ >� Lpt ,' CONST. CURB TRANSITION - _ �� _ EX. GRADES 1 ''titi ,.�'�".� CONST. TYPE 'D' CURB L CONST. FLUSH CURB x 1 PROP. FLAG POLES ", ?' s '� - - 3 2 4y `" 1 ' ` a'v 23.2 23.2 (T�• �2 . 1% URB (TYP.)23.20 I PROP. GRADES s X. CONCRETE DRIV 0 ' z - SD-2 PROP. EDGE OF SD-1 23 0 +--�`. CONST. CURB TRANSITION f p E REMOVED- PAVOENT L94 \. .,�• , - �22.5 LP 2L�4 - -� _ _ _ _ _ _ ONST. T11PE D' C RB _ o-2 2 23 2 � 23.2 PROP. ASPHALT PAVEMENT a?t'• ,^� ,:-�---- ' z4.70> >---------->----'°--- �-----*----�---'-0-----t---� -�---- '----�---- '-- --�--- �----- �- � ,7� EXISTING GRADE 2485 24.20 24.10 23.95. Lx rn,' 24.35 2�2 2355 23.45 z1z x v,, 24.96 41 24.46 24.32 1 % 23.67 223.58 r x ''V ,h^ti 'hry 4 ' r ° 24.61 24.31 25,.QB 23.68 �-4- ti 4.58 3.94 f , HP 25.01, 25.17 .0 5% 24.42 24.57 0.5% .h d b'T'. ^`bL 24.77 24.67 `�� r 24.67 24.07 ..;�.� 24.44 24.17 \ xn' 23.94 25.08 s y", �;,�i fix,>ti';i•. 3 24.58 2z4 SS v ti' L 24.32 24,72 1 % ` 23.68 24 O8 : ' G 24.22 i 23.58 24.25 24so '23.67 23,5 y� d 24.10 2L3Q 23.50 23,45 �. 22°5 d ° d SD-5 2320 SD 4 SAWCUT EX. &°A/""„2120 71a 30" RCP 0 0.40% CONST. 152 LF OF 2%l ° } )) MATCH EXISTING GRADE � � ... 23.20 26 O d e d 4 �24.46 ° x� . CONST. TYPE 'DCURBS -d ° f d d ° d a I { 41 ^. cj CONST. 216 LF OF. PROP:-EDGE'OF '� 30" RCP 0 0.40%. - PAVEMENT p e A. d°. n d : d a d . ti PROP. PERIMETER BERM" V) ° ..4 L SD-6 _ Ij . 239e d PROPERTY LINE ° I ° d 1 EXIST. CONCRETE 4 \\ s.; 23.45' 23�.05 23.80 23.55 23.45 23145 24.17 24.08 1%23.58 • 24:18 23.67 1y, 23.67 23.58,1% 2358Irk 23.67 : 1% } T. 14O LF 23.68 �.� 23.68 ) '.CONS OF ' 18" RCP ® 0.40% 23.68 z.2i4 M 24.44 �. 64 2434-CONST. TYPE 'D' Q24,44%, 94 3.94 00 3.94 23.82 24.5_Z o.5% HP 24.42 0.5% 2407 0.5% 24,67 ! `24.42 24.17 .�,�: -,24.07 g ® �1 2a 17 7 24.07 24.17 v~i 24.07 CONST. 240 LF OF 24.44 24.44 4 23.94 18" RCP 0 0.40% 23.94 '23.94 23.68 ( 23.75 241$ ';' 1%� 4 22367', 1%.) ,L23.45 3.624:08 1%( ?_j�24_a 17 a!y°. 23.56 24.05 ' 1. 23.58 i 23.5823.67 P 23.20 23.45 - 23.55 1123.80. Z3.62 223 45 23,24... 23.453 55 �23.80 2 0 __°.____� _ _a..10 23.20 - 22.2 CONST. 48 LF OF 2%� 2%l CONST. 48 LF OF 2%l ) 11 15" RCP 0 0.40% i.. ' 15" RCP ®0.40% 23.80 24,00 23.9 _/-23.9 YD-Ol r23 9 r?' _2400 \_ 29 h4 UAQ2_,. Y 9 s 1 1' a TRUCK LOADING ZONE'• °° A ° d 4.1 A d °d .AA .' 1 zef d d . d' d e ° M ° e ,d UY I I ''''''•�7. I d r 19.5�,) 22.0 ° d 4 ..d ° d ° w w ea d ° % r----- M -_ SAWCUT EX. & -� 23Q ° . .. ° ° d. . '-"--M TCH EXISTING GRADE` ° °° dO ° °° ±23.00 40 � ' m m d A. ¢ ." d' r o c f 19.5 d ° °° d a G p. PROP, EDGE OF ° 'dm' ,\ a PAVEMENT '° .. d ." e i �y, . d e .ti �1 x^' '. 2350.' " t , ° d d a ° Is d '°. .. • NOTES: • 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. Know what's below. Call before you dig. FFE: 24.5 I 1 x^ WETLAND / TO°BE MIA6ATED ° °Q. ° -- COMPUTER pi F RFF I FIELD BK./PG.I \X / \ x / \ x / MATCHLINE SHEET 8 CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET . FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE ° STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 ° w .ct-engxom SI'A'['IS, OP 1'1-01MA CER'1'IPICCI'ION M, 1114286 N TYP.) 4.6 24.45 24.10 24.45 24.22 2 - 24.48 24.33 CURB 25.08 1%� CONST. TYPED' CURB 24.58 (TYP.) (TYP.) 0.5% 25,97 HP 24.92 �..�� 24.77 I 24. 77 24:56 2. ' 22452 24.98 h 24.22 24.48 24.10 24.27 o- _ �22.�,IT� 23.70 23,20 23.20. ' '�23.3 Hp 24.20 2% 23.00 22.90 2 y 200 LF OF / PE 0 0.207 r23.0 I 12" HDPE ROOF DRAIN I a \ 4'X4' CONCRETE PAD �AT DOORWAY EL. AT FOOTING: 24.46 SLOPE AWAY FROM •) I FOOTING AT 2% (TYP.) CONST. STABILIZED FIRE / LIFT STATION ACCESS (TYP.) i 200 LF OF -' 'E 0 0.20% I i i I( 151 CONST. 200 LF OF -�18" HOPE 0 0.20% 1 I A` U G 4 N PERIMETER BERM CONTOURS 2`n 4'X4' CONCRETE PAD AT DOORWAY S` EL. AT FOOTING: 24.46 rS �. SLOPE AWAY FROM FOOTING AT 2% (TYP.) - R E V I S I O N S- BY DATE BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 1 4/1/19 PROP. CONCRETE PAVEMENT x' PROP. STABILIZED PATH EX. CONCRETE PAVEMENT TO BE REMOVED EX. CONCRETE PAVEMENT TO REMAIN ... / x� HP DRAINAGE FLOW DIRECTION / L PAVEMENT HIGH POINT \ LPQ WETLAND PAVEMENT LOW POINT TO BE MITIGATED \ h ,> -------�-- PROP. SWALE PROP. PERIMETER BERM y2, \ R DRAINAGE STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SD-1 RIM = 21.50 CONST. TYPE 'C' S INV 18.79 INLET SD-2 RIM = 21.50 CONST. TYPE 'C' S INV = 17.83 INLET SD-3 RIM = 21.50 CONST. TYPE 'C' W INV = 18.23 N INV = 18.23 INLET S INV =18.48 RIM = 21.50 SD-4 E INV = 17.27 CONST. TYPE 'E' W INV = 16.27 INLET N INV - 17.27 S INV=17.52 SD-5 CONST. 5' RIM = 21.50 MANHOLE W/ USF S INV = 15.66 3115 RING & E INV = 15.66 5630 GRATE SD-6 CONST. TYPE 'E' RIM = 19.50 N INV = 14.80 INLET SD-7 RIM = 19.50 CONST. TYPE 'E' S INV = 15.20 INLET YD-01 CONST. 18" RIM 23.66 NYLOPLAST YARD N INV = 18.67 DRAIN PER DETAIL YD-02 CONST, 18" RIM = 23.66 NYLOPLAST YARD N INV = 17.71 DRAIN PER DETAIL YD-03 RIM = 23.90 CONST. ROOF S INV = 21.41 DRAIN YD-04 RIM = 23.90 CONST. ROOF N INV = 21.01 DRAIN S INV = 21.01 YD-05 RIM = 23.9.0 CONST. ROOF N INV = 20.61 DRAIN S INV = 20.61 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOC1,;,j III1,,,,7 \�P� KARL M.1,, �!(r..• 1.10ENgF •. 387 3 V * y � v ,, la 4 PURSUIT BOATS (FORT PIERCE) PAVING, GRADING, & DRAINAGE PLAN HORIZ. SCALE: SCALE VERT. SCALE: SCALE JOB No. 18-181 SHEET 7 of 2 MATCHLINE SHEET 7 d N. x ° C 239 . `^►, ° O a e n d dA. �1i. G�.a� - CONST. STABILIZED „ °' 7 d. -� o .:'° Al °) d 224- e 4 FIRE LIFT STATION �? gi a TYP. U ° 22.80 .. e a .. °. e Z I a i d ° .. M -. .. :. d.. ° a ° ° ° o. " ° °e 2.A.46QO - ° �� ° .d °a .. x x"� I °, 'q-� i°d A a n PROP. TRUCK LOADING WELL BUMP ° ° d ' \... .. �._ _... ° e k- CONST : (SEE DETAIL SHEET) d ° ° e ° 23.20) CONST. 217 LF OF 8" %T TRPIShI °q ° h ° S -8 HOPE DRAINAGE ;6: '.COMPACTOR ° . " ° e d ° ° d . ° d n EXIST. CONCRETE FORCE MAIN FROM ° ry' LOADING DOCK PUMP 23.60 PROP. TRUCK LOADING 23.60 21.0.. -- WELL (SEE DETAIL SHEET) CONST. RESIN STORAGE 'uti .� ° m BUILDING CONST. TEMPORARY SWALE 9 ° 22.0 Si WCUT EXIST. & ° ry .. MATC� EXIST. GRADE d: dp I EL: ±23.2 ° ° 19.51 4. I ° d db 4 --- -- - '''/ I - ryh ° CS 1 kill q � I I + i �23.9 Jcl, 22.0 -------------- -- N89'46'59.01 "W 192.22' �8 p� TOO . � -,TOE �,,OE T- OE \ / 19.5 22.0 MES-2 CS-2 i t OF ��- 34,1 ,� -`Lo1 ;�I MES-1 � TB LF - I-Taoi r- . \ CONSt P ®0 40% 2q' CA 801 Sot - 801 14.9 l I 22.0 mo / 22.0 TREE PROTECTION / I MITIGATION PROPOSED FOR L DEDICATION TO SLC I 0� I b o i m i o� i i i i i o s W i i s I I " m 21.6 -14.5 21.6 PROPERTY LINE I L 1 1 i 60 I y 30 30 c i m o b I �22.0 L i r-22.0 li I (V 0 0 , � I � `T 14.0. M W OI, JCi ST. 200 LF OF HOPE ® 0.20% CONST. 156 LF OF 18" CAP 0 0.20% ONST. LIFT STATION LASTING GRADE CONTOURS 0' 10' 20' 30' 40' 50' 60' 70' 80' 90' SECTION F-F HOR. SCALE: 1"=12' VERT. SCALE: 1"=4' 10' 20' 30' 40' 50' 60' 70' 80, 90' SECTION G-G HOR. SCALE: 1 "=12' VERT. SCALE: 1 "=4' DESIGN CRITERIA FOR BASIN: 1986 NAVD 100' 100' 0 ROUTED EL, DESIGN EL. O �> \f2l.1 I CONTROL ELEVATION = = 19.74' NAVD MIN. PAVEMENT MIN. FINS ED FLOLOR = 211,311' NAVD = 24,50' NA VD MIN. PERIMETER BERM = 20.93' NAVD = 22.00' NAVD T. 100 LF OF AP 0 0.36% MATCHLINE SHEET 9 NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 5 Know what's below. Call before you dig. FFR I FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FL AGLFR AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 • wa .ct-engxom STA'I F OF I LORIDA CHIi11FICATION No. LB 4286 - REVISIONS - BY DATE BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3110119 CHECKED SKIM 3/31/19 APPROVED SKM 4/1/19 GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. LEGEND PROP. DRAINAGE SYSTEM EX. GRADES x r'23.90 PROP. GRADES PROP. ASPHALT PAVEMENT PROP. CONCRETE PAVEMENT ° a PROP. STABILIZED PATH CONCRETE TO BE REMOVED " EX. CONCRETE PAVEMENT - TO REMAIN N� DRAINAGE FLOW DIRECTION HP 0 PAVEMENT HIGH POINT LP 7 PAVEMENT LOW POINT ---°-----<--- PROP. SWALE - - PROP. PERIMETER BERM DRAINAGE STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CS-1 CONST. TYPE 'E. RIM = 20.50 SE INV = 15.66 INLET CS-2 RIM = 20.50 CONST. TYPE 'C' W INV = 16.76 INLET SD-8 RIM = 19.50 CONST. TYPE 'E' N INV = 14.65 INLET DRAINAGE STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS MES-1 CONST. 4:1 SLOPE NW INV = 14.89 36" M.E.S. PER FOOT INDEX MES-2 CONST. 4:1 SLOPE E INV = 16.44 24" M.E.S. PER FOOT INDEX MES-3 CONST. 4:1 SLOPE N INV = 19.50 12" M.E.S. PER FOOT INDEX MES-4 CONST. 4:1 SLOPE S INV = 14.00 36" M.E.S. PER FDOT INDEX YD-O6 N INV = 20.21 CONST. ROOF S INV = 20.21 DRAIN YD-07 S INV = 19.81 CONST. ROOF N INV = 19.81 DRAIN REVIEWED FOR COPE COMPLIANCE ST. LUCIE COUNTY BOCC KARL M ,/7�iii r , \� Al��P 410EN,gFq, Ay % 0.38723 N STEFAN K. MATTHES, : ,ffb1 . 380 PURSUIT BOATS (FORT PIERCE) PAVING, GRADING, & DRAINAGE PLAN HORIZ. SCALE: 1"=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 8 of 21 MATCHLINE SHEET 8 ----------—— — — — — —— ————— — i�- TOB TOB TOE TOE TOB TDB To ------TOB �� TGB------- TOB-------TOB-------TOB---- TOE -- --- TOB -------TOE-------TOO------- TOO - - - - - - - TOE - - - - - -------- TOEI - 70 /<°0 - - --- -- --- ----- --- - --- --- ---- --- - ' ---- --- ---- -- --- --- ---- ---- -- - ---- -- --- ---- --- --- --- —` Q t8.00- --- ---- --- - ----- / J Y %�J"'T'v'/•uTY`FP.'T.++„`/.".+F-?'Tf'nru':.—%—/. 1 I �q�.SaSY.%'F#nv.Y.'F'2nY,.%R%n5N'unk'/.'/,NkN NF n%uY,%%k#K'/.Y,/x#/,v,aNY.aN'R#%Y,nY.%%nY. .1 a,N✓.%N%%'/,MNY.k%Y. / %X%%#%Y, XN Y.%a%Nn ` 16.00 %N Nn" � %%z%Y I' _1 _ _ %a%R%Y.%%%%%Y.%$YNkttN#R%x#%%%#n%%%v.%aN%nx#P'F Y.#%Y. 'Fx K%#%Y. . �,,�1, I r -{ L { 1 _ __ _ .J� _ ___`_____w_____ _____ y_____�___.._+_____ I8/5111! r.Y------------ z------ ------ - ---- n------ - ----Na%%ttP ----- r.XX%n%a r,R xNN#Rfl%a;� , � � � T � � T � T � I T T � I � ___________________________ '/,$IX_%}'/•'(#%_Yn %%_4. 5_N_$XwY _ _ ___%_%%%X'/,_Y._%#%Y.%%%'F'/.%%%Y.#N.%NXY,N%NY%a'FY.Nv,Nf.A%n%%RR#%%N%Y,%%#Y,Y,%N%%N%/,#%%'/,%'/.Y.v.nY.aT'FIXN$Y,%#n#%F'/.5anvkN%'n%v,Y,2.5#Y.Y•f'F�Y.Y,%Y, Y.n#. ' ' � /F#%%FY. Y%"%%Y,#nY.%n'F##' ___ z Y. Y. Y.z RR'F TOE T �F +E T F- TOE �-i- L -I I TOE TOE + t -5 TOE + TOE —rs TOF + I I I T r T + f + + T T T + T + -I- -�- T T �- + T r + p -i + + + + + + I I + + . + + . + -'-' + + -T + + + +E + + TOE + -L TT + +TOE + + TO + +TOE + + TOE TOE TOE TpE TOE m _ ~ I +i F+ + + + + + + I_ + . + T + + + + + + + + + + + + + + + + -�- + + + + T + T . + + + + + + T + 1 T L I + 4- + + + + + + + + + + T T + -I- T + i -i- I- + + ._LL_ + ++ + - + - + + + + + +�° + + + + + + + + + T 1327.2' 83 I +; +. + + + + � + + + + + + + + + + + + + T T RETENTION'' POND +" + + 4- + + d - I... + + + + + + + + + + + + + + + + + + V I_ �... + _� -� �- _�-.- + '�"' + + + + + + + + + F �- TdB EL 20 + + + + -}- + + _,_ _� + �- + + + -i- -�- + + + + + + + + + �- + I I CONST. 32 LF OF AREA. 5.57 ACRES -{- + + + + + + S +i + + -Y 36' CAP ®0.00% + +, + + + �' + -F' + + + + fi + WSWT EL: 18.0'I" + + + �_ _�- + + + '�- + + + + + + + + + mI AREA 4 51 ACRES ml I I + + 301 + + 301 + + 03 1 + + 301 + + 301 + + 301 f ,j.--------------- + P3 1 +Bl 301 1 i + + 30i J J^ L +30 301 �' \\� 3�1 + 301 �- -I! + + + + -i' + '�" + -i- -(' + + + -I- + + -I- + -� -♦- -- 1]600-=�----�-BOTTOM}OF_POND (6.0)= --_{------ -------�- - -+ + + + + + -i- �-- -� --�� o+ + 1. + +olY + _{.' +-43o1T-�-,+ +1 + s,..%I I w 1 \ - --- - - - - - - K�x $�;#XUR��z g�%,a.Xwa,l .: '; Y xw%%: vY ZNXXY#%ttRW'FNFY%%Y,Y,NP2#%X#%#N%%%N'Fn%'f%%NXttYTNv„FY.wzY v.zz%w/YzaxYY z'4 Y.%%Y,n%nan'6.%Nv. Xz%xz%X%%nxa%YY.'F 1 _ T Ntt#wYYv.%a NY YNMY.% N%#%'.%%x PN%%M wxaa u NS ,iMN \ \ Y.c F.N n/ rnF NMa F%x u/ _____ ______ ___ _ ---.- ______________ ______-__ _________ ___ _ _ -_ _ _ -- `W- (18.0) L----- - �vb��;:�. �Y az z:•_ � 'J- _•-. /zuF-_=------- -- - - - - - - - - ----------R----------------------- �'F.i // CS 3 - - ------------------------- �\GI �CONTROL ELE.(19.74 ____ ____ ____-._______ _ __ ____ _ _ ___ ��// \ ,n1 801 B01 901 e0i 801 eCI ao1 eoi ao1 801 ' 901 / 301 BOLL k %%N5,Y.5wXv%ryry#flttF%/FnaN%n .r - e-i------- ^1-------BGi 80 aol Neol N �� ---------------------- -- —--------------------------------------------------------- TOP---- DRAINAGE MAINTENANCE EASEMENT INV. EL: 12.00 OF BANK (22.0) LITTORAL ZONE I I CONST. 505 LF OF 36" CAP 0 0.41% i i i PROPOSED 20' DRAINAGE EASEMENT ;1, X I I 71.7' L O' — — - - - - - - — — — — — — — — -- ---fir-- RIP NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 127' 291.5' LINE EXISTING GRADE CONTOURS 10 ACRE HABITAT RESERVE ,L y \ti. tino•FR•m c 10 ACRE HABITAT PRESERVE AREA FORT PIERCE F Ah LATER CONTROL DISTRICT CANAL NO. 1 RIGHT OF WAY 71 wEk: f 19.8 q.> nU _ _ :�L_ _ _ _ _ _ _ --.----.--.--.--. —.-- —%WSWT -------_---------------------------------- ---_--_— — -- -- -- -- —_ -- -- --—aL_-_—--___________-__________-_______-___________-_____-__ — — — — — — — — — — — — — — — �EL: f-1.00 --- --------------------- TOP OF BANK EL: ±22 EL: 16.5 200' CANAL R/W JV. 12.95 TOP OF WATER MEASURED 4/3/19 EL: ±11.7 129.7' FORT PIERCE FARMS WATER CONTROL DISTRICT CANAL NO. 1 FORT PIERCE FARMS WATER CONTROL DISTRICT CANAL NO. 1 RIGHT OF WAY i Know what's below. Call before you dig. FIELD BK./PG. CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 • w .ct-en8,com S 1':A'LP OF PLORII]A C8R'I'IPICAI TON Nn. r,114286 — REVISIONS — BY DATE BY DATE DESIGNED DHL 3/9/19 CALLS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 4/1/19 DESIGN CRITERIA FOR BASIN: 1988 NAVD ROUTED EL. DESIGN EL. CONTROL ELEVATION = = 19.74' NAVD MIN. PAVEMENT ELEV. = 20.32' NAVD = 23.20' NAVO MIN. FINISHED FLOOR = 21.38' NAVO = 24.50' NAVO MIN. PERIMETER BERM = 20.93' NAVD = 22.00' NAVD GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. LEGEND PROP. DRAINAGE SYSTEM EX. GRADES x 23.90 01- PROP. GRADES PROP. ASPHALT PAVEMENT PROP. CONCRETE PAVEMENT PROP. STABILIZED PATH EX. CONCRETE PAVEMENT TO BE REMOVED EX. CONCRETE PAVEMENT TO REMAIN - DRAINAGE FLOW DIRECTION HP PAVEMENT HIGH POINT LP 0 PAVEMENT LOW POINT --------<--- PROP. SWALE — — PROP. PERIMETER BERM DRAINAGE STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CS-3 CONST. MODIFIED RIM = 22.00 TYPE 'H' INLET N INV = 12.00 SEE DETAIL S INV = 15.00 DRAINAGE STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS MES-5 CONST. 4.1 SLOPE N INV = 13.64 36" M.E.S. PER FDOT INDEX REVIEWED FOR CODE COMPLIANCE-: ST. LUCIE COUNTY BOCC \\�I111111111/ / `�xxPN yCARL /4q�ix/. \�A.4�Q .• 1,10ENgF •.. �y _; y � ' '•;may. 387 3 AN K. MATTHE5. E. 38314 PURSUIT BOATS (FORT PIERCE) PAVING, GRADING, & DRAINAGE PLAN b'A 1 1 HORIZ. VERT. SCALE: 1"=50' SCALE: N/A JOB No. 18-188 SHEET g of 21 x NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. IYW —IYW _IOW I I I i I I I I I I IYW-- _ l )l lW I EWS71N DRY DE1EN110N AREA — - - --- �-�—�\\ \ • �,� ` 61317 S.F 1 i ----- rjl I I I i i 1 I — I 100 Know what's below. Call before you dig. FIELD BK./PG. U 7 '9 BLOCK 37 10 11 ' 12 i N17 W < CD U �,�—¶��r ��j�11 ��jj1,1, SHEET 1ET 1 1 ! MEN- SHEET 12 _ CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET . FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 • w .ct-eng.com STATE OF I WRIDA CERTIFICATION No. 1,B 4286 HAWiFIORNE ROAD ' 1 ' 2 3 ' 4 ■ 11 12 ' 13 ' 14 15 ' 16 DICKENS ROAD 17 16 W = 19 20 21 < r, BLOCK 158 ROAD 23 24 25 26 BRYANT 27 BLOCK 15C 28 —REVIS1DNS— BY I DATE la W— —IY• BY DATE DESIGNED DHL 3/9/19 CALLS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED I SKM 4/1/19 GRAPHIC SCALE 150 0 75 50 ( IN FEET ) 1 inch = 150 ft. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC KARL M �(�(fP VI,GEIyS,'�• N 38723 H STEFAN K. MATTH 8, E:. PURSUIT BOATS (FORT PIERCE) UTILITY KEY SHEET HORIZ. SCALE: 1"=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 10 of 21 rye6 / 1 ,yo DIRECTIONAL BORE EXIT i �l EX,.; EDGE OF PAVEMENT __ .. mom..... .. ..., r- _e-:.__-_: ==s_ �.°.:-------..y /-EX. 12 WM I � ® ..., y.. .. J. __trw_____trw_____ta w___.__trw__ __. _trw_____,a w-___ trw "Y •rw saw trw �� taw. SY�iI trw trw tryst trw rrw M/�i" irw trw I--trr-�, SY twpp- A•w- '�-SY xti -trw_ _�_tYw_ __tr w- tr w_ -tr'P_ _ -tr w- -SYw _ ___tr,^0Y- -I-w_ -SY'w_ - w- trw-tF1 -q,141, w- �, :• � ' -- LUCIE BLVD . . ^• c• ~,- . .• -----------=---------------_----__-_-_---. _- -_ _--- .-- -_-- - - --- -- 9EESUEPIAN EO - ----- ---- ->�. .lp• ..1(t,._____�_____________..�_-____-_____�_____.__.�________.:_______-�NNE�T'1'0-EX-7Y`PVC'WA�'ER `M'Alfi{1r'-'�" _-"._'-_____.�_:_____„_____._____.�k., ____ .:_____.-___ ____�._______________...-� .� _.___y� IRECTIONAL BORE PRtILE - - PROTURE LOOPED CONNECTION oa qp�` EX. EDGE OF PAVEMENT go EX. ST LUCIE BLVD 80' r iGHT OF WAY 0� W/ 12"> 2" IAPPINO SLEEVE VALVE 01 ri^ Ary o° �^ en• R/W a y°j EX. 12" PVC WATEIT,CMAIN A 1• TOP E a t18.27 ----��-- --- -------'---- ---- -- ��W- i I (2) 12' BEND ONST: 94 LF OF 12" ST. LUCIE BLVD 80' RIGHTOF WAY- (2) R 1 HDPE WM BY a �. (1) 12" �.' BEND ,ro ,ro JD �1 1 e� ^�. --"yvEX. SWALE �' �' ^ _-- -. 1 HIS i'4!N ----------` _ ._.._-__(t:L_ ...-__: (5.--------__�.______--'_-' I`-____-__ _ ___ 41`---_-____---_______-:)Y>______________ _ .(1-02 � TRANSITI_0N�C�IU �1'2��'�Y`.�CTIONAL BORE __ �' ..---___ _.._.-..---`-_` ` a4L_____ _ �y*b .y e EX. GAS LINE'S x"o y,0---'- L .. .-- ------------- ---.1__-_______ __-_--_ ------As. u - -- ____4A9.. LL.; . ,ems --a..n o',Y t"s _ Kw§ �� I' .. o. '•tl'' Rl'gi \ _ o.r. x _M__ ____ ____-_-__ A _ _ _ J 47- _ c_OZ;-_-_ ?h ___-_ o' ___ _ 0 �' _ _ _ 0 _ M _ 01. n _ M �'i - �C- 1 �1- -��. 'R a rut _ - �IS�T. N89"50'06,38"W 1300.65' .�Y i I CONST. (1) 12" PVC TR((DISITION COUPLING 20' PROP. R/W PROP. FUTURE DRIVEWAY CONNECTION-/t CONNECT TO ER. 6" PVC FORCE MAIN CONST. 23 LF OF 12' CIR-18 PVC - -�- � �& SEIiUICE-W/ MIN. 36 COVER ' T I,t ,1{"vR'' EXp9°ST LUCIE BLVD - PROP. ST LUCIE BLVD-.' I TOP EL: t17.46. I I DIRECTIONAL BORE ENjY o xry >11- REGHaoOF oAY RO,' OyF. WAY +ST. (1) 6" 90" BEND j I CONST. (1) 12"X6" TEE) 30' FUTURE R/W ryy ' i(Y`1'. ti �C` xy I TOP EL• 417.88 .TOP EL: ±17.38 -- -_ ya - -- -- -- -- - --. -- CONST. (1) 4" G.V I CONST,-- ,�a o FUTURE S'[^''2�1CIE BLVD FUTURE ST LUCIE BLVD - SEE INSERT FOR CONNECTION DETAIL TOP EL: ±16.26 I (1) 12"X10" REDUCER I 7 Y. RIGHT OF WAY RIGHT OF WAY THIS SHEET I CONST. 1 3" WATER I O (1) 12" GATE VALVE METER ASSEMBLY '* ^ TOP.EL:.f17.34 I ) y \, _ _ _ xl�a ° �� v � .... �'; CONST. 10 DOUBLE cHEGK o X NATIVE VEGETATIVE BUFFER BSP #1 DETECTOR 8ACKFLOW PREVENTION 75' NATIVE VEG. BUFFER CONST.FORCE MAIN W/ .MIN. 4817CODVER ,>r (POS) OR (DDVC) ' CONST. 667 LF OF 6" C-900 PVC POTABLE 5 `,•" PROP: 50.X20' UTILITY EASEMENT _ WATER SERVICE W/ MIN. 30 COVER CONST. 215 LF OF 10" DR-14 PVC FIRE SERVICE W/ MIN. 36" COVER e a�` t .... v , .... .:, _ . .... .... ,. __. .. ... . FUTURE 10" DR-14 PVC �'� FIRE SERVICE - . �.. b^ to O : I i. .. ( i 3 ' - yb ��•• t TOP EL: �•^ ( i I (1) 8" 22.6' BEND ^ I ---- CONST. (1 F.H. ASSEMBLY " / a< CONST. (1) 8' 90' BEND y HYDRANT 1 TOP EL:( 21.43 2 L` 21.93 • - t TOP EL: 20 75 ,.'.a ' FINISHED ADE: t23.8 � \ 4 y. , q 2.5' BEND y) x. X` lZIP ^ < d d . _.._ CONST. 8. LF OF �' ry9. a d e CONST. 98 LF OF 8" 6" DR-14 PVC CONST. 177 LF OF 8" DR-14 PVC UTILITY CROSSINGS DR-14 PVC FIRE SERVICE FIRE SERVICE W/ MIN. 36" COVER r< CONST. 95 LF OF IT CONST. (1) FIRE DEPT. W/ 36 MIN. COVER FIRE SERVICE W/ : C-03 a` DR-14 PVC FIRE SERVICE ' BTM OF TOP TOP OF BTM . CONNECTION (F.D.C.) y" 36" MIN. COVER CONST. 1 8" 22.5' BEND > CLEARANCE FINISH GRADE PIPE COVER ' . ............ . . _:,.._,___ . ___. _..:.._.:...... c, �o" W/ .MIN 36" COVER CROSSING TYPE d _-�) TOP EL 20.30 ....:.. ..� �_.. CROSS ID PE PIPE PIPE _-.. ° / < 4 B.,aFS 6 FS 6 Fs J (INCHES) (ELEV.) (ELEV) (ELEV) (INCHES) G 12" HD 00" 46' 75' 00" t C 01 PE WM UNDER AS LINE 12. 17. 16.46 20. 36. CONST. 30 LF OF 8" ... \t Jt n " " ' 1 u DR-14 PVC FIRE SERVICE ) C-04 C-02 12 HOPE WM UNDER 6 PVC FM 12.00 16.94 15.94' 20.52 36.00 *> DEFLECT PIPE a 4 !I I ;' CONNECT TO INTERNAL PLUMBING W/ 3s" MIN COVER r;', I ,. i CONST. C-03 4" HOPE FM UNDER 8" PVC F5 12.00" 19,28' 18.28' 23.00' 36.00" ° d , s CONST. (1) POST `;- n. _t� tt t e d CONST. (1) 8"X6" TEE (1) 10"X8" TEE' C-04 6 PVC WS UNDER 8 PVC FS 12.00 19.00 18.00, 22.72' 36.00" .'° INDICATOR VALVE (P.LV.) TOP EL: 20.75 (1) 8" G.V. tt n n t t t R6 moo, a o ap 1) 10" G.V. C-05 6 PVC WS UNDER 8 PVC FS 12.00 19.04 18.04. 22.76 36.00' ..... - ..' .. - (1) 10" 22.5- BEND xry ° 4" HD R 8" HD 00" 31' 31' 0055 o ° a ° ° 1 TOP EL: 19.72 .--- _ y -- ,� d C 06 PE FM UNDER PE PVC 12 19 18 23 03 36 �{Y `. A CONST. (1) 6" 22,5- BEND " t 19.24' 23.03' 30.00" FS c C-07 4" HOPE FM UNDER 3" PVC WS 12.00 20,24 - X TOP EL' 18.00 C-08 4" HDPE FM UNDER 8" PVC FS 12,00 19.31' 18.31' 23.03' 36.00" N eA o F DEFELECT PIPE - C WS UNDER 8" PVC FS 12,00" 1 04' 04' 7 ' 00" g(( C-110 6" PVC SS UNDER 8" PVC FS 12.24" 19.98, 18.96' 23,76' 36.00" ,w...... �? O ° CONST. 225 LF OF 10" DR-14 PVC FIRE SERVICE W/ MIN. 36" COVER C-11 811 PVC FS UNDER 18" HDPE RD 12.00" 20.48' 19.48' 23.89' 22.17" `" C-12 6" PVCSS UNDER 12" HDPE RD 12.60" 20.59' 19.54' 23.89' 26.85" 40 0 ':9 .. 1. a �,, ll; CONST. 1 4" G.V O e C-13 3u CONST: 481 LF OF 4" DR-9 HOPE t.. PVC WS UNDER 12v HDPE RD 12.00' 20.65' 19.65' 23.89' 26.13" ... ... . a d ?;? FORCE MAIN W/ MIN. 48" COVER CONST. (1) FIRE DEPT. C-14 8" PVC FS UNDER 12" HDPE RD 12.00" 20.90' 19.90' 23.89' 23.13" NOTE: ALL LOCATIONS AND DEPTHS OF UTILITIES ARE APPROXIMATE AND ARE TO BE FIELD LOCATED AND VERIFIED BY CONTRACTOR. CONNECTION (F.D.C.) CONST. 80 LF OF 8 DR-14 PVC FIRE SERVICE moo• NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. Know what's below. Call before you dig. \ / \ ° < c p° de' ae 'd a 4� < e ° < 4 4 .00. t. 4 ...,. .. ' a .4 < CONNECT TO INTERNAL FIIVF RFF I FIELD BK./PG.I • e, CONST. (1) POST INDICATOR VALVE (P.I.V.) DEFLECT PIPE C-05 \ x ar o CONST. (1) 10"X8" TEE (1) 8" G.V. �. 10 G.V. S , TO TOP EL: 19.70 C 14 DEFLECT PIPE 8•" FS CONST. 140 LF OF 10"DR-14 PVC _ FIRE SERVICE W/ 36" MIN COVER C-O6 sI '. 6 SDR 26 PVC SANITARY CONNECTION .�..-. - STARTING INV. EL 1916 b CONST 77 LF OF 3 C-900 PVC POTABLE WATER SERVICE CONST. (1) 6"X3" TEE TOP EL: 20.26 (1) 3" G.V. (2) 6" G.V. BSP #2 C-12 w C-10 'C-08 i FS' a i a C-11 ) MATCHLINE SHEET 12 CONST. (1) 1O"X6" TEE TOP EL: 19.70 CONST. 3LF OF 6" DR-14 PVC FIRE SERV�Q'E CONST.. (1) F.H. ASSEMBLY HYDRANT #2 FINISHED GRADE: ±22.5 CONST. (1) FIRE DEPT. CONNECTION (F.D.C.) I. CONST. 81 LF OF 10" DR-14 PVC FIRE SERVICE W/ MIN 36" COVER CONST. (1) POST INDICATOR VALVE (P.I.V.) DEFLECT PIPE - b C-09 CONST. (1) 10"X8" TEE (2) 8'. G.V. (1) 10"XB" REDUCER (1) 8- CAP & BLOW OFF VALVE TOP ELF 19.70 DEFLECT PIPE CONST. 80 LF OF 8" DR-14 PVC FIRE SERVICE W/ MIN. 36" COVER FUTURE B" DR-14 PVC FIRE SERVICE CONST. 6" CLEANOUT CONNECT TO INTERNAL PLUMBING CONST. 6" CLEANOUT CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX.772-464-9497 • w .ct-eng.com SPATE OF FLORIDA CERTIFICATION No. L8 4286 _ZEX. 12" WM I p. DIRECTIONAL BORE EXIT __mw_____trw_____-rw__.___-rr_L.__trw_____tr at,__._ iI1---- trw___p�`_ . Mw-- rw-- trw - -1r w-- -SYw- g 7.7' o CONNECT A6,,12" PVC WATER MAIN Zl�EX EDP ST. LUCIE BLVD ? �h' W 12"X12" TAk'1AING SLEEVE & VALVE ----- -____------- ----- ---- ---- / r.- 1 YT (2) 12" 90- BENDS (1) 12" 45' BEND 80' ST. LUCIE 16.3, (1) 12" HDPE TRANSITION COUPLING BLVD RIGHT OF WAY f� ST. LUCIE BLVD CONST. 94 LF OF 12" DR-.11 HDPE 19 4' WM BY DIRECTIONAL BORE EX. EDP ST.IE BLVD ___-- LUC----------1___ - - ----------------------------------------- /-EX. GAS LINE I §,.. , ". .,ll aI ^yam, ,, µ: .^ I 7' o y 'h 1(1' M ry __ ___ o'--�- _ no' ------ - - - - - - fEX. 6" FM 4. 1' PL Q I C-02 >(1a CONNECT TO EX. 6" PVC FORCE MAIN 20' PROP. W/ 4"x6" TAPPING SLEEVE & VALVE/] ST. LUCIE TOP EL: *17.45 BLVD R/W 15.2' j CONST: (1) 12" PVC c I TRANSITION COUPLING CONST. (1) 6" 90' BEND TOP EL: *17.88 j CONS`. 23 LF OF 12" 30' FUTURE DR-18 PVC WM ST, LUCIE CONST. 498 LF OF 4" I I BLVD R/W DR-17 HDPE FORCE MAIN - DIRECTIONAL BORE ENTRY W/ MIN. 48" COVER CONST. (1) 12"X6".TEE PROP. ST LUCIE BLVD ROW TOP EL: t17.38 CONST. (1) 2" WATER METER ASSEMBLY I a (1) 12"X10" REDUCER '(POS) (1) 12" GATE VALVE BSP #1 TOP EL: t17.34 CONST. 4" G.V. 120 CONST. 10" DOUBLE CHECK TOP EL: f16.20 11 I DETECTOR BACKFLOW PREVENTION PROP. 20'X20' UTILITY EASEMENT- I I ASSEMBLY (DDVC) CONST. 667 LF OF 6" C-900 PVC POTABLE (POS) WATER SERVICE W/ MIN. 30" COVER 20` CONST. 215 LF OF 10" DR-14 PVC FIRE SERVICE W/ MIN. - REVISI ONS- BY DATE BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3110119 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 4/1/19 GRAPHIC SCALE 50 0 25 50 ( IN FEET) 1 inch = 50 ft. LEGEND PROP, DRAINAGE SYSTEM x^ EX. GRADES PROP. ASPHALT PAVEMENT a PROP. CONCRETE PAVEMENT PROP. STABILIZED PATH CONCRETE PAVEMENT TO EREMOVED EX. CONCRETE PAVEMENT TO REMAIN - ` PROP. SWALE PROP. PERIMETER BERM STEFAN K. PURSUIT BOATS (FORT PIERCE) UTILITY PLAN REVIEWED FOF CODE COMPLIAN ST. LUCIE COON' DOCC �!V e,ICENg� •. �'S,� 723 N �^ 7il'Ar HORIZ. SCALE: 1"=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 11 of 21 :' - �r I / / -__ _ N89'46'59. 192.22' MATCHLINE SHEET 11 ae e d ;C1 v h. <. <:. 4" DR-9 HOPE FORCE MAIN -7� G e A n 9„ e. CONST. 256 LF OF 6 SDR-26 'd e',a a 'X`4' I ° ''o PVC SANITARY SERVICE 0 1.00% a < d ° ° ^ i 'a < .. ic.,"' I CONST. 285 LF OF 6" C-900 PVC ( 4. e ° ° a ,a d' �. n °, ` f WATER SERVICE W/ 30"' MIN. COVER d: 1_) . n.. e° 'w'—""'-""---""---,-., a a° e a A_ e". Q 4 °'4 . °. .4v e a _ as _ ° e ° '4 °.a' a d a° a a n .-'__ a d CONS 301 a ° e ° a . t - ' Q d < ° < e d. f a — —FT E 8 DR-14 HDPE FIRIR� SERVICE CONST. GRINDER PUMP STATION PER DETAIL I I FUTURE MH-1 �431 LF OF 8" SDR-26 PVC 0 A 40% TO BE CONST IN LATER PHASE e a a. a .d ...v a ae .e I °. 4., CONST 1 TEE M �1��6., G.V. . � ........ _... . _.. (1') 6" LOW OFF VALVE . a TOP EL: 20.26 e rn BSP #3 i'. SEE LIFT STATIO SITE PLAN C18NST. 6 LF OF 1" DR-9 HOPE THIS SHEET I ( ° d:' w 0 o 0 /e da o I ° I w d y e o p e d ° k b0 a lUl ' w FUTURE FIRE HYDRANT 0 m LF OF 8n m 0 0 • NOTES: , 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. Know what's below. Call before you dig. ASSEMBLY FUTURE 3" C-900 PVC WATER SERVICE FUTURE 8" C-900 PVC FIRE SERVICE FUTURE MH-4 388 LF OF 8" SDR-26 PVC ,,, ,_",,• 0 0.40% TO BE CONST. IN LAL�OE, TOE TOB TO i TOE TOE TOE w I 0 I J 101 301 301 201 a01 ao1 e01 0 m m 0 m 0 W 0 m c m FILE RFF FIELD BK./PG.I 1 A CULPEPPER be TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 • w .ct-eng.com STATE.OF FLORIDA CER'I'IFICA'I ION No. 1,13 4286 WATER SERVICE W/ HOSE BIBB FUTURE 6" C-900 PVC WATER SERVICE W. an a j¢ N I Z, �o W U O W, 0] ,n o 2 35 LF OF 8" SDR-26 PVC�p; 0 1.00% TO BE CONST. IN LATER PHASE " 1 ------------ E — REVISI ON S— BY DATE LIFT STATION SITE PLAN BY DATE DESIGNED DHL 3/9/19 CALCS. DHL 3/12/19 DRAWN DHL 3/10/19 DETAILED DHL 3/10/19 CHECKED SKM 3/31/19 APPROVED SKM 4/1/19 GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. LEGEND PROP. DRAINAGE SYSTEM ^\ ^ EX. GRADES x PROP. ASPHALT PAVEMENT PROP. CONCRETE PAVEMENT PROP. STABILIZED PATH CONCRETE TO BE REMOVED EX. CONCRETE PAVEMENT -- --- TO REMAIN _. _. . _..,... _. PROP. SWALE PROP. PERIMETER BERM FUTURE SANITARY STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS FUTURE MH-1 S INV = 14.18 CONST. 4' MH IN W INV = 14.08 LATER PHASE FUTURE MH-2 SE INV = 15.42 CONST. 4' MH IN N INV = 15.32 LATER PHASE W INV = 16.54 FUTURE MH-3 SE INV = 3 16.16.63 CONST. 4' MH IN NW INV = LATER PHASE FUTURE MH-4 E INV = 18.09 CONST. 4' MH IN W INV = 18.19 LATER PHASE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC ``1III 1 vCARL _ N .38723 M� STEFAN K. MATTHES, Plk, L.'I;, ei�aexa� 3822 ti PURSUIT BOATS (FORT PIERCE) UTILITY PLAN HORIZ. SCALE: 1"=50' VERT. SCALE: N/A JOB No. 18-188 SHEET 12 of 21 INSTALL 6" SINGLE YELLOW 10'-30' SKIP PAVEMENT STRIPING PER FOOT INDEX N0. 711-001 (TYPJ YELLOW PAVEMENT INSTALL 18" SOLID YELLOW PAVEMENT STRIPING PER FOOT \% .. .. .... - - INSTALL 6" SOLID WHITE - - 18" RCP ory� INDEX N0. 711-001 STRIPING AT 45' WITH 10' SPACING PER PAVEMENT STRIPING PER FOOT FDOT INDEX NO. 711-001 (TYP.) EX. EDGE OF PAVEMENT INSTALL 6" DOUBLE YELLOW PAVEMENT STRIPING PER -.I _(TYP.) "� _ _...:,r. ;„ _ _ .....1p. ,. - -..... _ s :",- _..�..,.. _<. w ... ... .> +u.., ... _. _..:, w,_ r=- _ _. _. ,r , .../IND�� NO. 711-001 (TYP.) .. FDOT INDEX N0. 711 - _ , ...:,r �, .. ,> .. .. ,. -_- --------T-___.-----._- _._. --_--- --^ ..PER. FOOT INDEX N0. 7171,. (TYP.) - .;� ^�'� EX. EDGE OF PAVEMENT -"r ( ------.m__-.. -.-- _.---- INDEX N .._.� ------------ EX. LUCIE BLVD 60' RIGHT OF WAY �, ST. LUCIE BLVD 25' 113' INSTALL DOUBLE TURN LANE -USE 113 113' 15' 0' 10' 10' 25' 8' 12' 8' ARROWS PER FDOT INDEX NO. 711-001 Xv EX. 13"zi7" CMP STORM PIPE �' I �- a ��- (TO REMAIN) - 135' WEST INV; 19.8 1 379' - `Y`ti NO o� �, EAST INV 20.6. y6 a EX. EDGE OF PAVEMENT ,�. ,�. .�. __-_...__-_:. : i OF PAVEMENT a ry" S ^ 67 a : ___.__._._,-_-------cpw- _--.-__y�q,.._� �...._. _' ----__ _.- ------ ---- "----.=------- .---._.._.---a----.- '-_---1_______-___--_.I,NSTALL 6" DOUBLE YELLOW PAVEMENT INSTALL 18" SOLID YELLOW PAVEMENT o ^ro a e 1 - -_._-___k._--__r___�_______�_e____________ __________STRIPING-AL_45'._WITH_1Q...SPBCINO.P.ER�p._.__-.-1NSTALL_6 -SINGLE YELLOW PAVEMENT.-._. _..,ty ______ _______ -------------------0.y M. 1 ,,.._ „ .... STRIPING PEIF F06TINOEX'N0.`7f1 001 FDOT INDEX NO. 711-001 (TYP.) _.__.._ _ __.-_.....k..-_____._______-._._.��.��. �y"'m �v. -- __ - _ _ _------- - - -- d 24 STOP mo I .>. .,;.; ^� ,,.,: (TYP•) ,,, �., - <„ _. ,.., ��'ry STRIPING FDOT IND 0. 711-001 ---- - --- �• BARPER _,,•._.::,.-...--_.,-E,._..�_.-._.-,,-,_._.�...4N _- - ., �� ,fin'- 3 -ham 0 e6 0 a 8 ` ST. LUCIE BLVD RIGHT OF WAY / ° 1/7 EXTEND EX. 13"x17" CMP 20 LF X,'� �mx� fig, � . . . . .... .. . .. ..... _ _ _ INV. EL: 20.6 N89'50'06.38"W 1300.65' >flry I : PROJECT BOUNDARY PROP. EDGE OF PAVEMENT fV ry °'�a° EX. ST. LUCIE BLVD RIGHT OF WAY PROP. ST. LUCIE BLVD RIGHT OF WAY INSTALL LEFT LANE -USE ARROW a TURN LAN� ry�o v° �? PER FOOT INDEX NO 71 1 -001 (TYP.) �1. ... ._, ao' - • .. NOTES ° -j ° ryo 1. ALL SIGNS & PAVEMENT MARKINGS ARE TO BE PLACED IN ACCORDANCE WITH THE `MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), DATED 2009, o FUTURE. ST. LUCIE BLVD RIGHT OF WAY - '-- --�c-- t--'- -- tip FUTURE-$R. LUGfEry BLVD HT OF WAY �- - AND THE "STANDARD. PLANS" (FLORIDA DEPARTMENT OF TRANSPORTATION), DATED 2018-19. Fr,l ° 2. SIGNS THAT ARE TO BE REMOVED FROM THE PROJECT SHALL BE STOCKPILED SEPARATELY FROM THOSE THAT ARE TO BE RELOCATED. LrJ 8 yp o 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTICS PAINT. 4. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND. AREAS OF EXISTING LOOP AND LEAD IN WIRES, TRANSMISSION LINES AND UNDERGROUND UTILITIES. 5. ALL EXISTING PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN, SHALL BE REMOVED BY HYDROBLASTING.. 6. RELOCATED SIGNS SHALL BE PLACED ON A NEW POST AND HARDWARE THAT MEETS CURRENT STANDARDS. OFFSITE STRIPING PLAN DETAIL 7. REFLECTIVE PAVEMENT MARKERS (RPM) SHALL BE PLACED IN ACCORDANCE NTH FOOT INDEX NO. 706.001 SCALE: 1 "=30' PROP. ST. LUCIE BLVD RIGHT OF WAY PROP. ST. LUCIE BLVD ROW 20' PROP. UTILITY EASMENT FUTURE ST. LUCIE BLVD RIGHT OF WAY EXISTING ST. LUCIE BLVD RIGHT OF WAY / PROJECT BOUNDARY EXIST. ST. LUCIE BLVD RIGHT OF WAY 28 FUTURE ST. LUCIE BLVD ROW 30' ST. LUCIE BLVD 80' ROW I I I I , , EX. GRADE 20' 24 i i I CL ST. LUCIE BLVD NORTH EOP ST. LUCIE BLVD DIRECTIONAL BORE ENTRY SOUTH EDP ST LUCIE BLVD _.. ......_. _... _.._ .._.._ ._.. _..... _.. �� .�� "� -. DIRECTIONAL BORE EXIT `EX. ASPHALT PAVEMENT GATE VALVE EX. SWALE / �EX. GRADE -- ' EX. GRADE / GATE VALVE 20' I �', I CONST. (1) 12" 45' BEND (1) 12" HOPE TRANSITION COUPLING EX. 6" FORCE MAIN TRENCH APPROX. LOCATION APPROX. TOP EL: ±17.52 CONTRACTOR TO LOCATE' i i 6.3' CONNECT TO EX. 12" WATER MAIN 11 EX. GAS LINE II APPROX. LOCATION APPROX. TOP EL: ±17.69 ' ! I APPROX. LOCATION 1/ APPROX. TOP EL: ±17.79 ` CONTRACTOR TO LOCATE ' CONTRACTOR TO LOCATE ' i CONST. (i) 12" TAPPING SLEEVE &VALVE ' (2) 12" 90' BEND CONST�(1) 12"X10" REDUCER-/ i i I 10" DR-141PVC WATER MAIN 1 I CONST. (1): 12"X6" I I I I 12' I 10' 0+00 0+20 NOTES: 1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. L 18" MIN. CONST. 23 LF OF 12" DR-18 PVC WATER MAIN i CONST. 94 LF OF 12" DR-11 HDPE DIRECTIONAL BORE OL RADIUS = 400' i 0+40 0+60 0+80 1+00 1120 as Know what's below. Call before you dig. DIRECTIONAL BORE PROFILE H. SCALE: P=10' FIIr'F RFF I FIELD BK./PG. 1 (1) 12 45 BEND : 16 (1) 12" HOPE TRANSITION COUPLING _.. 12' I 10' 1+40 1+60 1+80 2+00 CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 151 SW FLAGLER AVENUE •STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 • w .ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB4286 - R E V I S 1 0 N S- ED ^`' CD a T y I (N >no. ,/-ST LUCIE BLVD ROW - - EX. 12" WM .-DIRECTIONAL BORE EXIT w--,r ,r ",I_____ ,s•.w---- ,rw-L ------- ,rw.--- �----'r .,--�-yQa-rr ^"-----,Yw----- EX EDP ST. LUCIE BLVD ag 7.7 �o rob CONNECT TO' EXPo72" PVC WATER MAIN _.-_ ____ ----� -.... --------.^-- -.--.-:---->v.----____ W/ 12"Xi2' T ING SLEEVE & VALVE ,�?A' ..._. ._...___._- ...ii .__, _.I (212" 90' BENDS 80' ST. LUCIE (i) 12" 45' BEND 16.3' (1) 12" HOPE TRANSITION COUPLING BLVD RIGHT OF WAY fCL ST. LUCIE BLVD CONST. 94 LF OF 12" DR-11 HOPE 19•4' WM BY DIRECTIONAL BORE EX. EOP ST. LUCIE BLVD 5A I Ij mm a`t' ______W________.----------------- _�___1__.__L _�^.___-.�^r_____-_. p---------- .;Ott•..----------------------------------- j(+-_________- ry „rEX. GAS LINE > n EX. 6" FM _ - - 1 p_pi ---- ---- - ----- - - o� - PL ,y'L C-02 oa CONNECT TO EX. 6" PVC FORCE MAIN 20' PROP. W/ 4"x6" TAPPING SLEEVE & VALVE/Ij ST. LUCIE TOP EL: 317.45 BLVD R/W 15.2' j CONST. (1) 12" PVC I a TRANSITION COUPLING CONST. (1) 6" 90- BEND I- TOP EL: ±17.88 I I CONST. 23 LF OF 12" 30' FUTURE 1 DR-18 PVC WM ST. LUCIE CONST. 498 LF OF 4" BLVD R/W DR-17 HOPE FORCE MAIN DIRECTIONAL BORE ENTRY W/ MIN. 48" COVER-'1-I CONST. (1)12"X6" TEE -- /-PROP._ST LUCIE BLVD ROW - I TOP EL: ±17.38 CONST. (1) 2" WATER r CONST METER ASSEMBLY I.y. (1) 12"X10" REDUCER (POS) I. (1) 12" GATE VALVE BSP #1 1 TOP EL: ±17.34 CONST. 4" G.V. 1 20, CONST. 10" DOUBLE CHECK TOP EL: f16.20 DETECTOR BACKFLOW PREVENTION PROP. 20'X20' UTILITY EASEMENT) I ASSEMBLY (DDVC) CONST. 667 LF OF 6" C-900 PVC POTABLE (POS) WATER SERVICE W/ MIN. 30" COVER 20' CONST. 215 LF OF 10" DR-14 - PVCFIRE SERVICE W/ MIN. 36" COVER ;y 3 4 0 UTILITY CONNECTION DETAIL SCALE: 1 "=20' BY DATE I I BY DATE PURSUIT BOATS (FORT PIERCE) DESIGNED DHL 3/9/19 CALLS. DHL 3/12/19 DRAWN DHL 3/10/19 OFFSITE PLAN DETAILED DHL 3/3119 CHECKED SKIM 3/31/19 APPROVED SKIM 4/1/19 CODE COM LIAN ST. LUCIE OLIN" 100 r KARL CEN Mgrj.,��i y o3873 �N1 UW =5;- F .387 ff." HORIZ. SCALE: N/A VERT. SCALE: N/A JOB No. 18-188 SHEET 13 of 21