Loading...
HomeMy WebLinkAboutBUILDING PLANSo,- PROVIDE ALL PARKING STRIPING PER FDOT INDEX # 17346, Sheet 10 of 13 *GC TO VERIFY HC SYMBOL DETAIL REQUIREMENTS WITH LOCAL JURISDCTION. (CONTACT CITY OR COUNTY TRANSPORTATION DIVISION.) EAST PRIIMA VISTA BOULEVARD PROPOSED SITE PLAN SCALE: 1/8" = 11-0" H 5% MAXIMUM SLOPE 2% MAXIMUM CROSS- OPE e .'a e � I I d CONC E-T-E SIDEW LK DETAIL SCALE: 3/41 _ 'I'-O" GRADE 6" m �TYP. TY bE "D" CURB CONCFETE CURB I _ SCALE: 3/4, = 1'-0" ,10x10 CONT MATCH z EXIST. 0 I'M Iramc mum m POW as me-xw zx It BE uP m psum FDOT INDEX NO 17355 6" DIA CONC FILLED STEEL GUARD POST, WITH POLYMER BOLLARD COVER (SPEC: INNOPLAST BOLLARDGARD BC752, COLOR: BLUE - VERIFY COLOR WITH CPM) 3/8- CROWN ® PATCH I r 3kPSl 0 N 10" LONG #6 REBARS (4 EACH POST) I in '"Y1---1 -:e"',• 24" DIA CONC AT 60 POST T--- r MATCH EXIST, 2'-0" SIGNS SHALL BE IN ACCORDANCE WITH SECTION 502.E DFACCESSIBLE C4 PARKING SIGNAGE AS�2 SCALE: 3/4" = 1'-0" NEW CONCRETE LANDING - SLOPE & CROSS -SLOPE MAX. 1.5% 6'-0" 5'-0" 6'-0" CONCRETE RAMP - NEW CONCRETE RAMP - SLOPE MAX. 7.5% SLOPE MAX. 7.5% SS -SLOPE MAX. 1.5% CROSS -SLOPE MAX. 1.5; ELEVAITION @ SLOPED WALK SCALE: 1 /4 = 1'-0" �b �6� STRIPIUIG AS-2/ SCALE: 1/411- 1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO DOWWW WA"AAPO11111180990 .SUS 3 BUILDING D t �A FPCNS CLAPS\ l DATE PLANS// DJ I PTMUSTTBEONOB OR rI� NO INSPECTION WILL BE MADE 7 ASPHA T PAVING -2 SCALE: 1 1 A = 1'-0" SITE DATA: 1, CODE REQUIRES 5 SPACES PER 1,000 SQ FT FOR RETAIL 2. CVS AREA: 8,857 SQ FT ADVANCE AUTO PARTS AREA: 6,825 SQ FT 3. PARKING SPACES REQUIRED (BOTH BUILDINGS): 78 4. CODE REQUIRES (2) ACCESSIBLE PARKING SPACES PER BUILDING. 4 ACCESSIBLE SPACES HAVE BEEN PROVIDED. 5. 67 STANDARD PARKING SPACES CONSTRUCTED, 10 PARKING SPACES RESERVED, 4 ACCESSIBLE SPACES CONSTRUCTED, TOTAL = 81 SPACES NUT . CURRENT ZONING: PNRD (PLAN NONE RESIDENTIAL) FUTURE IAND USE: COMMERCIAL KEYNOTES ® OBJECT OR ASSEMBLY TO REMAIN 011201 COLUMN [101 LINE OF EXISTING BUILDING D 2 SITE LIGHTING POLE DEETU VENDING MACHINE [ 21 a ASPHALT PAVEMENT 0020 CONCRETE SIDEWALK E® CONCRETE CURB DIM WHEEL STOP =1 STORM MANHOLE �E-rE�C STORM GRATE t__1.M-M TRASH RECEPTACLE i ` BICYCLE RACK ECGM NEWSPAPER BOX I07-5 WELDED -WIRE -FABRIC REINFORCING C032::9 FIBER MESH REINFORCING 011�A CAST -IN -PLACE CONCRETE MT -A ASPHALTIC CONCRETE - SUPERPAVE MIX SP9.5 3373 APPLY TACK COAT BETWEEN EXISTING SURFACES AND NEW SURFACES 3"0 GALVANIZED STEEL POLE OR CHANNEL BAR POST (MATCH EXISTING) I� ACCESSIBLE PARKING SIGN 2 FINISHED GRADE [4L13 SUBGRADE LBR 40. 98% T-180 E2111 NEW ASPHALT PAVEMENT INEBI NEW CONCRETE PAVEMENT 1. CONCRETE WHEEL STOP - MATCH EXISTING MT--'9 NEW PAINTED PARKING MARKINGS ® NEW CONCRETE RAMP [ -9 CRUSHED CONCRETE LBR 100%, 98% T-180 OR APPROVED EQUAL 3E LIMEROCK BASE 95% MINIMUM DENSITY �T A ALIGN LEj G ALIGN SURFACE OF NEW PAVEMENT WITH SURFACE OF EXISTING PAVEMENT - PROVIDE A FLUSH TRANSITION BETWEEN SURFACE MATERIALS - REFER TO GENERAL NOTE #1 & 6 CHANGE IN LEVEL LIMITS RT�31 REVISE EXISTING SLOPE OF ASPHALT PAVING BY MILLING, TOPPING AND/OR REMOVAL AND REPLACEMENT OF ASPHALT TO ACHIEVE MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING SPACES AND ACCESS AISLES OF 1.5% -REFER TO GENERAL NOTE #1 CHANGE IN LEVEL LIMITS. CONTRACTOR TO USE APPROPRIATE QC METHODS SO THAT THE SHALLOWER SLOPES DO NOT CREATE PONDING SPOTS. HIGH LOW REGRADE AND REPAVE ASPHALT PAVEMENT TO ACHIEVE SLOPE NOT TO EXCEED 1.5% APPROXIMATE AREA OF REGRADING INCLUDE TAPER TO EXISTING GRADE PROVIDE SMOOTH TRANSITION: REFER TO GENERAL NOTE #1 - CHANGE IN LEVEL LIMITS. ACCESSIBLE RAMP NOTES: 1. RAMPS ARE TO BE LOCATED AS SHOWN ON PLANS (CENTERED ON ACCESS AISLES) OR AS DIRECTED. 2. SURFACE TEXTURE OF THE RAMP SHALL BE THAT OBTAINED BY COARSE QROOMING, TRANSVERSE TO THE SLOPE OF THE RAMP. 5. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON ALL RAMPS WITH NO BREAKS IN GRADE. 4. PRE -MOLDED EXPANSION JOINT TO BE PROVIDED AT RAMP EDGES SHALL BE A MAXIMUM 1/2" WIDE. THE TOP OF THE JOINT FILLER FOR ALL RAMP TYPES `' SHALL BE FLUSH NTH ADJACENT CONCRETE. LEGEND IF { I + + APPROXIMATE AREA OF ASPHALT REGRADING INCLUDE TAPER TO �+ + EXISTING GRADE + + LL-1-J f AREA OF NEW CONCRETE i I (_ GENERAL NOTES: 1. CHANGES IN LEVEL UP TO 1/4 IN MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4 IN AND 1/2 IN SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 IN SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES 'WITH 405 OR 406. ALLOWABLE CHANGES IN LEVEL ARE PERMITTED ALONG THE ACCESSIBLE ROUTE, HOWEVER NOT IN THE PARKING SPACES, ACCESSIBLE PARKING SPACES ARE TO BE LEVEL NTH NO VERTICAL TRANSITIONS. 2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST 12 FEET (3658 MM) WIDE. PARKING ACCESS AISLES SHALL BE NO LESS THAN 5 FEET (1524 MM) WIDE AND SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH THE FLORIDA BUILDING CODE. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1.5% IN ALL DIRECTIONS, 3. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM AND SLIP -RESISTANT IN ACCORDANCE WITH DOJ 2010 ACCESSIBILITY STANDARDS. 4. GC TO CHECK SPOT GRADES AT AREAS OF NEW AND ADJACENT EXISTING PAVING PRIOR TO BEGINNING CONSTRUCTION TO VERIFY THAT COMPLIANCE WITH SLOPE LIMITS CAN BE MET. NOTIFY ARCHITECT OF ANY VARIANCE FROM THE PLANS, 5. CONTRACTOR TO USE APPROPRIATE QC METHODS SO THAT THE SHALLOWER SLOPES DO NOT CREATE PONDING SPOTS. 6. PROVIDE A FLUSH TRANSITION BETWEEN SURFACE MATERIALS. CONTRACTOR SHALL CONSTRUCT A LEVEL TRANSITION AND CANNOT EXCEED THE MAXIMUM ALLOWABLE (1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL) UNDER THE ADA AFTER SETTLEMENT, EXPANSION, CONTRACTION, ETC. TRANSITIONS FROM A CURB RAMP TO ADJACENT WALK, STREET OR GUTTER MUST BE AT THE SAME LEVEL WITH NO VERTICAL TRANSITIONS. STRIPING NOTES: 1. PAVEMENT -MARKING PAINT: ALKYD -RESIN TYPE, LEAD AND CHROMATE FREE, READY MIXED, COMPLYING WITH FS TT-P-115, TYPE I OR AASHTO M 248, TYPE N. 2. SWEEP AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST DAILY. 3. APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE PAVEMENT MARKINGS WITH UNIFORM STRAIGHT EDGES. APPLY AT MANUFACTURER'S RECOMMENDED RATES TO PROVIDE MINIMUM WET FILM THICKNES OF 15 MILS (0.4 MM). SCOPE OF WORK 1. PROVIDE (2) NEW ACCESSIBLE PARKING SPACES, 12'-0" WIDE EACH WITH A MAXIMUM SLOPE AND CROSS SLOPE OF 1.5% - TAPE EDGES FOR A SMOOTH TRANSITION 2. PROVIDE NEW RAMPS AT CONCRETE SIDEWALK WITH SLOPES NOT TO EXCEED (7.5%) 3. PROVIDE NEW ACCESS AISLE IN BETWEEN THE ACCESSIBLE PARKING SPACES WITH A MAXIMUM SLOPE OF 1.5% IN ALL DIRECTIONS 4. INSTALL NEW ACCESSIBLE SIGNS. MOUNT AT 60' MINIMUM FROM BOTTOM OF SIGN TO PARKING SPACE GRADE ELEVATION MARKS LEGEND Ix +cP EXISTING ELEVATION 99.99 NEW ELEVATION 100.0 ASSUMED ELEVATION IS EXISTING BUILDING FINISH FLOOR ELEVATION STORE NUMBER. 4254 301 N.E. PRIMA VISTA BLVD. PORT ST. LUCIE, FL 34983 PROJECT TYPE STRUCTURAL BARRER FIBAOVAL DEAL TYPE N/A CS PROJECT NUMBER- 57225 ARCHITECT OF RECORD: Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Street -Tamps, Ronde 33607 - 813-879-69% 612 South Mi9ary Tmil- Deerfield Bd4 Beall, Flodda 332-95 92-9980 Flonda License N's: Amh9 mlllmedor Design: AAG901123 - Engineering: WM26M CONSULTANT DEVELOPER_ SEAL: SEP 0 4.2012 Keith F. Silas AR0012923 REVISIONS: 09/04/12 BLDG DEPT COMMENTS lanning Division - SEP 0 6 2012 St. Lucie, - .. --- SCANNFL --- DRAWING BY: KFS DATE: 15 AUGUST 2012 JOB NUMBER: 11129 TITLE: PROPOSED SITE PLAN SHEET NUMBER: AS- 2- COMMENTS: TAKE -OFF / BID SET 0 0 �� Q� +0 + NA +1b. NO 0, 0 +0� IS 01111 WHOM C ff` 0O Cb• CONTROL POINT 1 - BENCHMARK NAIL & DISC LB701 ELEV.=8.87 0$ ti +0 m G O +1bq A a tcbo 1.9 `L +0'y +�� D� F 0 + �F +0. 0•1° +0 g 00D0 0^0 0'0 o 0 O +q �� 0b 0° 2 E X 15 114 1b, +� 00�+ L- +� +� +ICI ES-1 SCALE: 1- 5 0 ,y1 Ap r1b oi• 9• °� 15 A .0' 1� . to 00 "0• EAST PRIMA VISTA BOULEVARD PARTIAL EXISTING SITE PLAN SITE AERIAL I'-0" APPROXIMATE III THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO IAA�iWI�pNr4OWPHOARLE Coo KEYNOTES ® OBJECT OR ASSEMBLY TO REMAIN ® COLUMN E�1 LINE OF EXISTING BUILDING ® SITE LIGHTING POLE ® VENDING MACHINE E® ASPHALT PAVEMENT ETG_2TJ CONCRETE SIDEWALK ® CONCRETE CURB E) 2� CONCRETE CURB RAMP ®2 WHEEL STOP ® PARKING STRIPING ® STORM MANHOLE = STORM GRATE ® TRASH RECEPTACLE E® BICYCLE RACK ® NEWSPAPER BOX ® ACCESSIBLE SIGN GENERAL NOTES: 1. REMOVE AND PROMPTLY AND LEGALLY DISPOSE OF ITEMS INDICATED TO BE REMOVED. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. 2. SCHEDULE DEMOLITION ACTIVITIES WITH CVS TO PROVIDE CONTINUOUS OPERATION OF THE FACILITY DURING OPEN HOURS. 3. PROTECT AREAS INDICATED TO REMAIN OR NOT INDICATED TO BE REMOVED AGAINST DAMAGE AND SOILING DURING DEMOLITION. PROMPTLY REPAIR DAMAGES TO ADJACENT MATERIALS AND FACILITIES CAUSED BY DEMOLITION. DO NOT INTERFERE WITH OR INTERUPT UTILITIES. 4. DO NOT OBSTRUCT STREETS, WALKS OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM OWNER/TENANT AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING AUTHORITIES OR CVS. 5. ERECT TEMPORARY BARRICADES AND/OR PROTECTION AS REQUIRED TO ENSURE SAFETY TO THE PUBLIC. 6. CLEAN EXISTING BUILDING AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION ACTIVITIES. RETURN AREAS TO CONDITION EXISTING PRIOR TO START OF DEMOLITION. 7. DISPLAY "CONSTRUCTION" SIGNS AS DIRECTED BY CVS 8. CONTACT ALL OWNERS OF EASEMENTS AND RIGHTS OF WAY, PUBLIC OR PRIVATE, PRIOR TO WORK IN THESE AREAS. 9. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. NOTIFY ARCHITECT IN A TIMELY MANNER OF ANY DISCREPANCIES. 10. CONTRACTOR IS TO EMPLOY SURVEYORS AND ENGINEERS AS REQUIRED TO ACHIEVE REQUIRED MAXIMUM SLOPES AND TO MAINTAIN DRAINAGE, 11. FORM 2" SMOOTH TOOLED BORDER AT ALL JOINTS & EDGES WITH Y4" RADIUS EDGING TOOL 12. PROVIDE SCORED JOINTS EVERY 5' AND EXPANSION JOINTS AT MAXIMUM 25' INTERVALS 13. WHERE CONCRETE ABUTS RIGID OBJECTS INSTALL PREMOLDED EXPANSION MATERIAL 14. PROVIDE LIGHT BROOM FINISH PERPENDICULAR TO FOOT TRAFFIC 15. SAWCUT EXISTING PAVEMENT AS NECESSARY TO SET CURB FORMS. SEAL JOINTS BETWEEN PAVEMENT AND CURB WITH HOT BITUMINOUS MATERIAL, EXTENDING TO 12" FROM THE CURB, APPLIED EVENLY. 16. REPLACE ANY BROKEN OR CRACKED CONCRETE WHEEL STOPS AT ACCESSIBLE PARKING SPACES. 17. PATCH, REPAIR, AND RESTORE FINISHES TO MATCH EXISTING IN ANY AREA ALTERED BY CURRENT SCOPE OF WORK. 18. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MEET ALL REGULATIONS, CODES AND ORDINANCES OF STATE AGENCIES AND LOCAL AUTHORITIES, REGARDLESS OF INFORMATION STATED ON THIS PLAN. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS OR VERIFY THAT ALL REQUIRED PERMITS OR APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND OTHER REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO iOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY REGULATORY AUTHORITY. 19. CONTRACTOR TO PROVIDE A SLEEVE FOR ANY EXISTING PIPING OR CONDUIT FOUND BELOW GRADE IN AREA DISTURBED BY NEW CONSTRUCTION OF SIDEWALK/RAMPS/C.I.P. FOOTINGS WHERE EXISTING PIPING/CONDUIT CANNOT BE RE -LOCATED OUTSIDE THE DISTURBED AREA. 20. VERIFY WITH P.M. ALL MEASUREMENTS AND CONDITIONS ON THE SITE BEFORE ,PROCEEDING 'NTH ANY WORK. THESE DRAWINGS WERE COMPLETED WITH THE BENEFIT OF A PARTIAL STORE SURVEY. 21. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL -BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES -WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY, FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 22. CHANGES IN LEVEL UP TO 1/4 IN MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4 IN AND 1/2 IN SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 IN SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH 405 OR 406. 23. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM AND SUP -RESISTANT IN ACCORDANCE WITH DOJ 2010 ACCESSIBILITY STANDARDS. ELEVATION MARKS LEGEND ti �o �` EXISTING ELEVATION 100 O ASSUMED ELEVATION IS EXISTING BUILDING FINISH FLOOR ELEVATION PARKING DATA: EXISTING BUILDING AREA: 8,857 S.F. JURISDICTION: PORT ST. LUCY COUNTY EXISTING PARKING: 35 SPACES TOTAL INCL. 2 ACCESSIBLE SPACES PROPOSED PARKING: 34 SPACES TOTAL INCL. 2 ACCESSIBLE SPACES NET CHANGE: -1 SPACE WITH NO CHANGE TO ACCESSIBLE SITE PLAN ADJUSTMENT APP OVER 2� Z ae Ap royal Doc. 3 Number Received By 019"ning Division CEP 0 6 2012 �N STOIC Nl 4254 301 N.E. PRIMA VISTA BLVD. PORT ST. LUCIE, FL 34983 PROJECT TYPE: STRIK;TURAL BAFF IER REMOVAL DEAL TYPE: N/A CS PROJECT NUMBM 57225 ARCIHrTECT OF RECORD: L Robert Reid Wedding Architects & Planners, AIA, Inc. 4112 Cypress Street -Tampa, Flonda M607-81 M79b65M 612 South Mftary Tre0- PeerfieM Beach, FbrMa 33442-954492-9960 % Ma License ft Arr.Mle .Wu1erW 0eslgn: MC001123 - Ergm ft: 000 $2 5 CONSULTANT DEVELOPER: SEAL- SEP 0 4 2012 Keith F. Silas AR0012923 REVISIONS: 09/04/12 BLDG DEPT COMMENTS Received By Planning Division DRAWING BY: KFS DATE: 15 AUGUST 2012 JOB NUMBER: 11129 TI TLE: EXISTING SITE PLAN SHEET NUMBER: Es SCALE: 1/8" = 1'-0" COMMENTS: TAKE -OFF / BID SET It 101 0 N d, c a o'O EZ: 06 CONTROL POINT 1 - BENCHMARK NAIL & DISC LB701 ELEV.=8.87 'b +tv a 0 +0' Elm 0 Q7� �+ 0 ACCESS. STALL #1 00+ 0' ACCESS AISLE #1 a� 0 ACCESS. STALL #2 ro + 04 Y ^ Jl 090 06 1'' O?o + 00 + J• ro +0 +� a o� o� cb oti x ro x 0- 0lb x fpt EAST PRIMA VISTA BOULEVARD PARTIAL DEMOLITION SITE PLAN KEYNOTES E�_1 OBJECT OR ASSEMBLY TO REMAIN D� OBJECT OR ASSEMBLY TO BE REMOVED ® OBJECT OR ASSEMBLY TO BE RETAINED FOR REINSTALLATION COLUMN B21 LINE OF EXISTING BUILDING (Z6fiL5 SITE LIGHTING POLE �E12�51 VENDING MACHINE 2 ASPHALT PAVEMENT -F�211 CONCRETE SIDEWALK ®2 CONCRETE CURB © CONCRETE CURB RAMP WHEEL STOP Fr24_01 PARKING STRIPING (ZG 91 STORM MANHOLE = STORM GRATE M751 TRASH RECEPTACLE ❑-9-5-]7 BICYCLE RACK ® NEWSPAPER BOX IP ACCESSIBLE SIGN ® REVISE EXISTING SLOPE OF ASPHALT PAVING BY MILLING, TOPPING AND/OR REMOVAL AND REPLACEMENT OF ASPHALT TO ACHIEVE MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING SPACES AND ACCESS AISLES OF 1.5% DEMOLITION NOTES: 1. EXTENT OF DEMOLITION IS AS INDICATED ON DRAWING. 2. ALL DEMOLISHED MATERIALS SHALL BE REMOVED BY THE CONTRACTOR FROM THE SITE AND DISPOSED OF IN A PROPER AND LEGAL MANNER. THE SELECTION OF DUMP SITE AND DISPOSITION OF MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. CVS SHALL RETAIN ALL SALVAGE RIGHTS. SCOPE OF WORK i. REMOVE EXISTING NON -COMPLIANT TWO) ACCESSIBLE PARKING SPACES AND SIGNS. 2. REMOVE EXISTING NON -COMPLIANT RAMP AT PARKING ISLE. LEGEND AREA TO BE REMOVED /9 + + i APPROXIMATE AREA OF ASPHALT REGRADING INCLUDE TAPER TO + + EXISTING GRADE i + +1 -----' ------ OBJECT TO BE REMOVED ILE COP r THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO mop r WIT14 0114 AOPWOAW "016 SITE PLAN ADJUSTMENT PR VED bare AP rovil oc.&Number Received By Planning Division SEP 0 6 2012 St. Lucie County ELEVATION MARKS LEGEND 0 +oP' EXISTING ELEVATION STORE NUNS 4254 301 N.E. PRIMA VISTA BLVD. PORT ST. LUCIE, FL 34983 PROJECT TYPE STRUCTURAL BARBER REMOVAL DEAL TYPE- N/A COS PROJECT NUMER 57225 ARCHITECT OF RECORD: C Robert Reid Wedding. Architects & Planners, AIA, Inc. 4112 Cypress Sheet -Tampa, FloMa 33607 - 813-87"996 612 South Mifd Trail - Deerfield Ba . Fbdda 33442-854492J' 980 FbOda Lbenx N's: M t MmVlnte r Deei9n: M-M1123 - GNIm n9: MM2655 CONSULTANT - DEVELOPER: SEAL: SEP 0 � 2012 Keith F. Silos AR0012923 REVISIONS: ,1 09/04/12 BLDG DEPT COMMENTS DRAWING BY: KFS DATE: 15 AUGUST 2012 JOB NUMBER: 11129 TITLE: DEMOLITION SITE PLAN SHEET NUMBER: AS - SCALE: 1/8" = V-0" 100.0 ASSUMED ELEVATION IS EXISTING BUILDING FINISH FLOOR ELEVATION COMMENTS: TAKE -OFF / BID SET