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Home My WebLink About98100157- DETAIL SHOP-WALL SECTION-,zra,.�`xw_ , .0 0 _1 STlJ LO �I N 1 cm 01' CONJ , OLI<, W/ # 5-0swE s @ 4 "106 hl C171.1G:_PI.LL.EVV LV,. G 1..L _o i �NDT 17 :___ FOR INFO, OW ALL METAL 5U1LV1tJG COMPOQENT315EE SHOD DRAWING K't1,EF`ARED Pa`{ "aMERIt,AF.t �VILi31 G GU:1 (OCOURSE 61;-7AM 5LDC.V- Wr I *5 CON'T, 4-COUC , FILL I n 50 t2°y 10°_OVF-VHF-AD METAL b00t1�_1. EXTERIOR Wt�LLS METAL SIUIWa OVER STEAL.. FRAME CWPo N IEWTS --ON- _4'-O" r0NC, fiiLK._KNEEWALL STRUCTUIZAL STtEL COL. (T`(fl) -V,, ETA L T14 RE-e 40LV _ t,��utL flcn _--Mov- 10° OVF7VHEA%P METAL. DOORS 2LO11 12' 3N ll�u 121 3{i nlol, 1501- 0 j1 F\L L S!:CTI O N 7P017E FONUNVATION IMFORK4TION 5E IZXVJ(MG5- PREpAR CO lb f - PAUL WtL 14 INC pL�\N° 1/4 )1 _, 101t I amml TO N REVIEWED DATE — WANK By /.St L.11(e ountr. 1 1 3 00 BE KEPT ON JOB OR 61 r1ml VaJL BE MADE __� J , w�.� W ST. LUCIE COIJNTY-FT. PIERCE FIRE DISTRICT VI ' WED FOR COMPLIANIC AND---_-__� �� 11, 11 Tmax FBI L, 1NSPECTIt7N 8Y: 30HN DATE�� Compliance tn: 1. N.FRA, 101 2. Standard Building Code 3, State Fire Marshal Rules 4. Local Fire Codes %O. SOX 30m TELEPHONE: (407) 462-2312 wT PffiRC€, FIw, 34,960 FAX-: j407) 462.2325 W � zz it t `1 ram^ Q, 0 Z C 9 6 1 '1 ELECTRICAL LOAD CALC'S CHARLIE'S DODGE PER NEC 220 Ltg ......... 1200 SF x 3.5 VA .......... 4200 VA Recpt's ..... 12 @ 180 VA ............... 2160 Exterior Ltg ............................ 75 Total..................................1 6435 VA 6435 VA ----------- — 27 Amps 240 ' Use 100 Amp Service i I I PANE L% E=f7 MAINSI VIM.L.0. L1MA1N 13h TYPE, SQ. I'D'' or ITE BUS RATINGr look,,-Sw.sl-I OUNTINGI11RICss EgSURFACE VOLTAGEI " e KT. 0. "OLES AMPS DESCRIPTION CKT N0. 1PREAMPS1 DESCRIPTION 1 I 20 Vel PMGpt'S 2 I 20 5VAe IF 3 4 5 6 7 g . 9 10 11 12 13 14 15 16 17 1s 20 L19 21 22 eulst Kr -MP UaoA so5101"N { 46 r9 RN o r u I'/="e— s-- cJ wPNc to t+31.vr7 STEEL, �wr T Dp-Ivoll Gr2No ([op. ? 41 3 "Ikl`m" I N 1112IIG Uµ9etikKoUr4V EL¢oj 5etavlcE, _ ELF— D15T. .+ PLAN �o a1 _ d•n 201 d son Clrs. SECTION TYPE C Recommended MaxienAAm Pipe Size: 2'- Or Wap - IB" Pips 3' - 1' Wall - 2-V Pipe e —T TYPE C Approve. Weight 235 Lb4. SUMP DETAIL y82� �� elect nsw1 __Ir rr-- P maAnS 't ICnI �1' Q r _ F 0 o i To �. ice° TRCNC44 A -I� rll2AIN Q slope Slope- -J! LoW Ps�Y 1F-- �I-VI>l1Mn MEGH / eLEGT.'L-Af -I I�� III To 6jIz9A6G TFAP F a U i-t 17,&T l o W P L A tf-L V-f II I DATE PLANS AND PERMIT ST. LUCIE COUNTY MUST BF KEPT ON JOB A "ION WILL BE MADE BUILDING DPJISION NO INSPE REVIEWED FOR COMPLIANCE REVIEWED BY - — 1 FOUNDATION SCHEDULE: I S-1 6" THICK 3000 PSI POURED CONCRETE SLAB WITH 6" x 6", )10/10 GA. WELDED WIRE MESH OR FIBERMESH ON 6 MIL POLYETHYLENE VAPOR BARRIER ON TREATED, COMPACTED, FLOOR CLEAN FILL. SLOPE FLOOR TO OR DRAIN. F-1 4'-0" x 41-0" X 2'-0" DEEP, 3000 PSI POURED CONCRETE FOOTING WITH 14 BARS @ 6" O.C. EACH WAY BOTTOM AND WITH 1 4 BARS @ 1'-0" O.C. EACH WAY TOP. HOOK ANCHOR BOLTS UNDER HAT @ BOTTOM. F-2 1'-6" x 1'-0" DEEP, 3000 PSI INTEGRAL POURED CONCRETE MONOLITHIC FOOTING WITH 3 I 4 BARS CONTINOUS THROUGH ADJACENT FOOTINGS. F-3 1'-0" x 0'-8" DEEP, 3000 PSI POURED CONCRETE INTEGRAL TIE -ROD FOOTINGS WITH (1) 14 CONTINUOUS. HOOK ENDS AROUND COLUMN ANCHOR BOLTS, TYPICAL EACH END. FAU L MILCH MCI, Mechanled • Elechicel • CMI Enpineedng 1984 S.W. Blltmope St. Phone SUN14 (661) 785-9888 Port St Luole, FL 34984 Fax: (581) 785-9933 eg g g:. I PROJECT OUTFALL (EXISTING) LAND USE= COM ZONING- CG fEXISTING FIRE HYDRANT EXCAVATE RETENTII NJ AREA PERIMETER LANDSCAPED BUFFER - - AS PER SECTION 7.09.04(B.) OF o THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE t 340' VIBURNUM HEDGE-' - 200 PERIMETER LANDSCAPED BUFFER 30TYP. AS PER SECTION 7.09.04(A.) (1F N.S.L.R.W.M.D THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE 1/4 SECTION LINE U.S. HIGHWAY NO. 1 LAND USE= RH 7nN1NC;= RNA-11 (STATE COMPUTER FILE REF. FIELD BK./PG. 9543SP.DWG , ROAD 5) CULPEPPER& TERPENING,INC. 30' FIL RETENTION AREA PROPOSED ADDITION 2550 S.F. -------------------------- APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. LAND USE= COM ZONING- CG CONSULTING ENGINEERS -REVISIONS- BY DATE PER SITEPLAN REVIEW COMMENTS RGM 2-26-9 & LAND SURVEYORS REVISED PARKING AND OFFICE SIZE D:F. 2-22-96 ELIMINATED ADDITIONAL RETENTION AREA D:F, 4 2-96 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34982 .... .. ADDED ENTRY RAMP & DECK TO OfIFICE BUILDING D.F. 4 15-96 (407) 464-3537 REVISED BODY SHOP D.-F. ................... 5 15-97 ADDED CAR WASH AREA D.F. 7-28-98 BY DATE DESIGNED JPT 10-20-95 CALCS DRAWN GWR 11-2-95 DETAILED CHECKED JPT 11-3-98 APPROVED GENERAL NOTES 1. PROJECT NAME: Charlie's Dodge Addition 2. LOCATION: 4815 South U.S. #1 Fort Pierce, FL 34982 3. OWNER: Charlie's Dodge 4815 South U.S. #1 Fort Pierce, FL 34982 4. ENGINEER: Culpepper & Terpening, Inc. P.O. Box 13360 Fort Pierce, FL 34979-3360 FL P.E. Reg. 15823 FL P.E. Reg. 24276 5. SURVEYOR: Atlantic Land Design, Inc. 201 SW. Port St. Lucie Blvd. Suite 104 Port St. Lucie, FL 34984 6. TYPE OF PROJECT: Automobile dealership 7. GROSS PROJECT SIZE: 7.65 Acres 8. BUILDING SIZE: 2,550 Sq. Ft. ADDITION) 27,896 Sq. Ft. �EXISTiNG) 1.200 Sq. Ft. (CAR WASH) 9. EXISTING LAND USE: COM 10. FLOOD ZONE: Zone X, Panel 12111CO189F Dated B-19-91 11. EXISTING ZONING: CG 12. SITE COVERAGE: Square Percentage Acreage Footage of site Building 0.73 31,646 9.5% Parking 4.87 212,646 63.8% Miscellaneous 0.05 2,000 0.6% Total Impervious 5.65 246,292 73.9% Total Open Space 2.00 86,942 26.1% Total Site Area 7.65 333,234 100.0% 13. PARKING: Required (5 spaces/1.000sf) 155 spaces Provided 388 spaces Handicapped Spaces Required 5 spaces Handicapped Spaces Provided 5 spaces 14. DEVELOPMENT SCHEDULE: Construction to begin: Fail 1997 Construction to be completed: 180 days 15, UTILITY SERVICE: Water Service: Fort Pierce Utilities Authority Sewage Treatment: Fort Pierce Utilities Authority 16. SITE DRAINAGE: The stormwater management system will consist of on -site retention with outfall into and existing system. 17. BUILDING HEIGHT: 30 feet CHARLIE9S DODGE ADDITION SITE PLAN D TE: 11 2-95 H CALE: 1"=40' VERT. SCALE: NONE JOB No. 9543 SHEET 1 OF 1 200 = .38'-� - - - - - - - - - -- - --- - ---- - - -- -._ --- - --- ---- --- -- - -- - - -- - ------------- '----------------------------- ------------ ---------------- PROJECT OUTFALL (EXISTING) ' j I , 1 EXISTING I EXISTING ------------ RETENTION AREA BUILDING 1 1 I BODY ' I 1 I i SHOP 1 6,746 S.F. EXISTING CATCH BASIN ' GRATE EL. 13.00 I ' THROAT EL. 12.33- ' I I -------------------------------------- I ______________- -------------- '- I I I I , I 1 I ----J 1 { I 14-4 �----- -----.. I -------D C- ----- 1 I U7 T---- - r---_ ---- 1 14.40 J 1------ ._ _-'-- --- 3 15.85 _.�_ EXISTING PAVEMENT (14.42) ' -- -" _% TO BE REMOVED 14.65 w ___ Q --- ---- Q - I 14.4 a tn.- VI In 1 ------ 1rQ EXISTING a w w IA BUILDI W NG SERVICE ..----� ----- ------i.._. , a' ------ Vt rn In In I CENTER I m CONSTRUCT 40' OF I 15" C.M.P.- W% -- -- -- - - 14.40 'MITERED ENDS, ' 15.35 15.15 _--_J INV. EL. 12.75 _-6' 26' i I I I -- LL- -L- '- ' � �' -- -- 10' 18 26 18' 18' 26' 1 �--------� �---------� 1 ' 10' 18� r ..__._� to w w I -- `� - _.--- W I J. A yh. 4��' � ,4�1 O '- _ � - - -L - - - - - - - -- - 1 U L-. - r_ p -- _a (PARKING AREA ONLY)-`/-' rn d °n In 15.15 CONCRETE r ----- J 14.4) V ------ SIDEWALK LNF , Q i t i r I IL , ------ I - o i vai EXISTING-- '14.22 -15.35 ---D� BUILDINGICE 10 w 1 ---�SALES-- _._._- rCENTERS.F.- .J L.i 18,128 S.F. I Q ,� a L----- I' @I6.00'0 -----v1 1 1to ._JU j 1 1 r._...___ ma`' Q I SIDEWALK J r____._ a. 1 I r 1 1 1 _____________ Q [ITT ,1_')6 SPACES 1 1 1J_J T__r__r__r. _.T__�__TT 1._rT__T__ F__� I , I I I I I I I I I ' I I I I I 1 ti___--- T.. ___ _.-.0 14.4Q 7 SPACES 15 SPACES 16 SPACES Ln -_---.. w (T� i ---- - 1 `11 5.85 1 15'35EL 6721S.F 8 SPACES 7 SPACES 9 SPACES e MIN. F.E, 18,00 N I 80.00' d 15.15 ' I I I L_.. t..__L__L..- ' � r � I I__ I ' � �FCONS I' I' I'I 15.35 U I 1 t�J 1 U U 1 1 1 ' n � i (t5.73) ' r-----_ 7 SPACES I In 8 SPACES 9 SPACES TRUCT 40' OF m (D MATE E D E2ND5. r- - 4) fl 8 SPACES (-1 7 SPACES (1 n 9 SPACES , a / w C3 INV. L. 1 -- - r7 O0. 1 U , (p V_ 5.85 I ' o 11 EXISTING 9 SPACES 3 SPACES -�\ 1 I I 1 I I 15.7 j ; U U 1 1 �.� FIRE HYDRANT ' I ' I I I U I 1 1 9 SPACES ire 1 i i i i \� m l 4' 0 8 SPACES 7 SPACES j L-._L__L_.1 EXISTING PAVEMENT BASE BUILDING LINT - I �--f- 1 TO BE REMOVED I -- t340 N 200 0T 13.2) w 8 SPACES 7 SPACES 9 SPACES r 1 U n I I I I I I I ("--) I I I n I I I I 1 < -..j 1 i i I I I 1 1 1 , N.S.L.R.W.M. ANAL ro N ,l__l n5 i L_Ji i L__�_-�-�--�_-,_-, 1/4 SECTION LINE ---a- ---- -- -- ----- ---- --- , -- -- ---- ----- -- ---I --- _-_ ------- - ------- ------------------ --------- BENCHMARK SQUARE CUT IN N.E. CORNER OF VALVE PIT FOR LIFT STATION AT THE N.E. CORNER OF TOWNE SOUTH PLAZA. ELEVATION 14.54 Q U.S. HIGHWAY NO. 1 N o (STATE ROAD 5) I H r` --_- - -_ - �- APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT COMPUTER FILE REF. FIELD BK./PG. 9543PD.DWG CONSULTING ENGINEERS CULPEPPER & LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34982 CT TERPENING,INC. (407) 464--3337 GRAPHIC SCALE 40 0 20 40 W PAVING AND DRAINAGE NOTES 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, subouts and structures before starting construction and notify the Engineer if any discrepancy in elevations exist. 2. The Contractor is herein advised that "record drawings' will be performed on the project which will reflect the elevation and location of oil structures and improvements on the project. These "record drawings" will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to he accepted for final certification and approval. 3. Pipe lengths shown on the plan are approximate and the governing criteria is the intended location of the drainage structure. 4. All construction is to be in accordance with the Florida Deportment of Transportation and/or St. Lucie County requirements and specifications, as applicable. 5. Disturbed areas shall be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation Specifications.. Sod shall meet the requirements of Section 578 and Section 981 of the Florida Department of Transportation Specifications. 6. Materials for roadway paving and drainage construction shall meet applicable requirements for roadway construction as outlined in the Florida Department of Transportation (FDOT) Standard Specifications, latest edition. 7, On -site striping shall be 4" white traffic paint (Type T-1) in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint (Section 971-12). 8. Concrete for structures, curbs, wheel stops, parking, loading areas and sidewalks shall have a minimum 28 day compressive strength of 3000 psi. 9. All areas of fill, limerock stabilization, subgrade, etc., shall be compacted to a minimum of 98% of maximum density in accordance with AASHTO T-180. 10. The Engineer and St. Lucie County shall be notified for inspection of subgrode, base and asphalt at least 24 hours in advance of subsequent construction. 11. Upright handicapped signs are to be provided at all handicapped parking spaces in accordance with the Manual on Uniform Traffic Control Devices and the St. Lucie County requirements. 12. The Florida Department of Transportation approved local cemented coquina shellrock is on approved alternative to limerock. 13 Aluminum corrugated metal pipe shall meet the requirements of AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Construction, 1983 Edition, Section 945. Field joints shall meet the Florida Department of Transportation Standard Specifications Section 430-9. 14. Erosion and Sediment Control. Contractor is responsible for providing erosion and sediment control using the latest FDOT standards. Baled hay, straw and siltation barriers will be installed where needed to prevent siltation of adjacent property, public right-of-way, wetlands and waterways. These wiil remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent property and waterway. _ - REVISIONS - BY DATE PER SITEPLAN REVIEW COMMENTS RGM 12-26-95 ADDED F.F.E.'S & ELIMINATED ADDITIONAL RETENTION AREA D.F. 4-2-96 4k-v . ftw BY DATE DESIGNED JPT 10-20-95 CALCS. DRAWN GWR 11-2-95 DETAILED CHECKED JPT 11-3-95 APPROVED ( IN FEET ) 1 inch = 40 ft lea C`I r�r urnl v 1. 1" TYPE S--3 ASPHALTIC CONCRETE 2. 6" LIMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED * 3. 8" COMPACTED SUBGRADE * COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 TYPICAL PAVEMENT SECTION �--SIGN -HANDICAPPED PARKING SPACE DETAIL CHARLIE'S DODGE ADDITION PAVING AND DRAINAGE PLAN D TE: 1-2-95 tORI-. SCALE: 1"=40' T. SCALE: NONE JOB No. 9543 SHEET 1 OF 1 -- -- -- -`-` AREA TO BE FILLED \ `-------�----------------------- _____ PROPOSED BUILDING ADDITION ____________ 36r___��`�` v-- 35 \EXISTING ' � OUTFACE STRUCTURE I I I 1 (TO REMAIN) q q' 1 I A------ 1 EXISTING RETENTION AREA I 00 I I ' I p O 1 3Q� 9�," ---------------------------- 1------------------------------ - I. ---- n ----- EA TO BE EXCAVATED C C J I--- T____] I ____r____] _____ L----- ------'.---� ------,�.,----r---'-----i; .--'---------'�I �----- i i ---' r---' - - - - - - I I ' ------- -- --- ------ -- - - -- r----' SERVICE -----I � I 1 ------ CENTER---"—r----- ------I------ ----J I _____ ______I___ I Iy I ------ -----J------ _____ I : l _____ r----- T-'---- II II I ---- -- I I I I 1 I I I I \ IL -11 1-IA -*1 -- - - - - - - - ---- J I - _ - ' ----J ------I L-____ , ' ' III —---------- L----- -- r ,: Z j----- II I ---- - LJ '------ ------ i I- I 1 I [SALES/SERVICE MIN. F.F.E.- 16.00 L II I, I L_ ___ I J I r' 1 L_J SALES CENTER I r---" _____ J I 1 ` _______ )-- 7 lie r_____ __..I_r-______.____________JI__I_ I I I i I I I I I 1 1 ---- ( 'i '1 _____ r� _`- _- �l _ __ __ ____ __. __ _J L_ __ __I__� L_J__J_-1__1__r__IL -1 7 -1 T 1 1 T T r r I I I 1 P PHASE I1ASE :3 , I r r I 1 1 I I 1 1 II MWMM . , rImMm� L----- 1 I L_J__�__1__1__�__�_J 1 OFFICE 672 S.F. L----- 1 1 '----------------, ' n 1 n 1 1 1 n n 1 1 1 I 1 MIN. F.F.E.- 16.00 I 1 1 1 I I I I -.-4 1 I I I I 1 I I I I I I 1 1 1 1 I I 11 I '' I I I I I I I I I I I I I v 1 1 1 U U T- 1 11----- II I 1 IL ------- J L____ _ **rr� TT 11 1 (} T�1 1 In;1�1_l: -- ]1.!l. l -- - -- - I i----� I 1 I I I 1 1 1 1 I - 1 n n n r) 1 I I I � I I I I I I I I I I I I 1 U I I 1 V I I I I 1 1 1 1 1 I� I I----- ' n I 1 1 1 I 1 I I 1 1 N.S.L.R.W.M.D. CANAL N0. 17 1 I, � 1---- ;; I I I I I I 1 , 1 1 I 1 I I I ! 1 L--L--L--I-- L L--L---J--J--1--' 1 I I I 1 I I I I `----J---a--L--L--L--'--J I I I � --1--J--1- 1 I , ----------------------- U.S. BENCHMARK SQUARE CUT IN N.E. CORNER OF VALVE PIT FOR LIFT STATION AT THE N.E. CORNER OF TOWNE SOUTH PLAZA, ELEVATION 14.54 HIGHWAY NO. 1 (STATE ROAD COMPUTER FILE REF. FIELD BK./PG. 9543PD-2.DWG 5) CUL13EPPER & TER�'ENING,INC. —REVISIONS— BY DATE CONSULTING ENGINEERS & ... ..-... . LAND SURVEYORS _ ........ 2980 SOUTH 25th STREET ..... - _........ FORT PIERCE, FLORIDA 34982 (407) 464-3537 ♦0 GRAPHIC SCALE 0 20 40 e0 ( IN FEET ) I inch = 40 ft. 160 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, subouts and structures before starting construction and notify the Engineer if any discrepancy in elevations exist. 2. The Contractor is herein advised that "record drawings" will be performed on the project which will reflect the elevation and location of all structures and improvements on the project. These "record drawings" will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met In order for the project to be accepted for final certification and approval. 3. All construction Is to be in accordance with the Florida Department of Transportation and/or St. Lucie County requirements and specifications, as applicable. 4. Disturbed areas shall be restored to their original condition. All unpaved and unsaddled areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation Specifications. Sod shall meet the requirements of Section 578 and Section 981 of the Florida Department of Transportation Specifications. 5. All areas of fill, limerock stabilization, subgrade, etc., shall be compacted to a minimum of 98% of maximum density in accordance with AASHTO T-180, 6. The Engineer and St. Lucie County shall be notified for inspection of subgrade, base and asphalt at least 24 hours in advance of subsequent construction. 7. Erosion and Sediment Control. Contractor is responsible for providing erosion and sediment control using the latest FOOT standards. Baled hay, straw and siltation barriers will be installed where needed to prevent siltation of adjacent property, public right-of-way, wetlands and waterways. These wiil remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent property and waterway. Moo BY DATE DESIGNED CALCS. DRAWN D.F. 10-15-97 DETAILED CHECKED APPROVED MATCH EXISTING GRADE SECTION A -A CHARLIE'S DODGE DETENTION AREA RESHAPING DA is 7 HORIZVCAL '=40' VERT. JOB No. 9543 SHEET 1 OF 1