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14-552-008o 0 0 ° O O o O �O o 0 0pp� 3 2" MIN. TYPE SP9.5 OR SP -12.5 ASPHALTIC CONCRETE APPLIED IN 2 -1" MIN. LIFTS. SECOND LIFT TO BE APPLIED NO EARLIER THAN AFTER ALL LANDSCAPE INSTALLATION HAS BEEN INSPECTED AND APPROVED. REFER TO CVS SPECS. * 6" LIMEROCK BASE IN PARKING AREAS * 8" LIMEROCK BASE IN DRIVE AISLE 98% COMPACTION AS PER AASTHO T -180, MIN LBR =100, MIN CARBONATE CONTENT= 70% 12 „ COMPACTED SUBGRADE MIN LBR 40 COMPACTED TO MIN 95% OF MAX DRY DENSITY/T -180. COMPACT 2' MIN DEPTH OR FULL DEPTH OF FILL, WHICHEVER IS GREATER (ASTM D 1557) PAVEMENT DETAIL NOT TO SCALE PROVIDE EXPANSION PAVEMENT DIMENSIONS JOINTS AT 20' O.C. 6” I REFER TO THIS POINT 1" RADIUS BOTH SIDES 3" PAVEMENT ELEVATIONS FINISH GRADE REFER TO THIS POINT `r •b' Erco PARKING LOT SURFACE II AS SPECIFIED co .• . 2 - #4 BARS CONTINUOUS a , TOP & BOTTOM ALL CURBING TO BE 3000 P.S.I. 28 DAY P.C.C. 6" CONCRETE CURB (TYPE "D") 1' -0" MIN. PAVEMENT DIMENSIONS TO PROPERTY LINE REFER TO THIS POINT PAVEMENT ELEVATIONS 2' -0" REFER TO THIS POINT FINISH GRADE 6" 2" 3/4" R I 2 "I R PAVEMENT & BASE AS SPECIFIED O /.-., .t f.• O p c� 3* ° , c' 8" MINIMUM oOV f • l r— : f 0 I :: — : - o I:I:: �C..i STABILIZED SUBGRADE AS SPECIFIED CURB & GUTTER TO BE MIN. 3000 P.S.I. CONC. 2' CONCRETE CURB & GUTTER (TYPE "F" ) * NOTE: SCALE: 1" = 1'7 WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6 ", UNLESS OTHERWISE SHOWN ON PLANS SLOPE TO MATCH DRIVEWAY SLOPE . R 8. 24" DRIVEWAY CURB NOT TO SCALE RED NO PAUL R co ADING ZONE 12" R7 -6 'NO PARKING 28 LOADING ZONE' SIGN NOT TO SCALE WHITE PER FDOT INDEX No.17346 (TYP.) 3 -6" WIDE CHEVRONS EQUALLY SPACED PER AISLE (MAX. 2% SLOPE) BUILDING WALL BLUE STRIPES PER FDOT INDEX No.17346 (TYP) HANDICAP- PARKING SIGN CONC. SIDEWALK r AT 7' A. F. GRADE (TYP) r - --, IL—Cli WHEEL STOP (TYPICAL) n Q R PAINTEDPWHITE PAVEMENT LOGO PER o FDOT INDEX No.17346 SIZE 3 OR 5 FEET IN -- co HEIGHT AND WHITE IN COLOR (TYP) 4" 2 4" 5 4" 21 4" NOT TO SCALE 2' YP• I CV n. 3' R 1 ' R 1' 5i 4' typ. 19 PAINTED ARROWS NOT TO SCALE SEE NOTE BELOW �a /-'—'BICYCLE PARKING' SIGN II II Il Il � N II II II II II II II II II II II II CD II II II II II II II II II II M II II II II II II II II II II U\ u U u U BICYCLE (TYP OF 5) L 6' -2" I_ BICYCLE RACK BY HUNTCO MODEL BR -5 OR APPROVED EQUAL FINISH: POWER COATED RED, SUPPLIED AND INSTALLED BY G.C. —� 1 2 3 4 5 `c R 18" Z D M 2x4 wo d spacer VCONC. SIDE between bottom of WALK rack and concrete FRONT ELEVATION 32 BIKE RACK DETAIL NOT TO SCALE CONC. SIDEWALK PAVEMENT & BASE - N I COMPACTED FILL WIDTH VARIES TYPICAL —, 6" COMPACTED GRAVEL BRUSHED CONCRETE WALK NOT TO SCALE TOW AWAY ZONE 1" HIGH BLACK LETTERS AND FINED ON WHITE BACKGROUND UP TO $250.00 STANDARD SIGN POST o NOTE: a WALL MOUNT c� a<- IF NECESSARY N Z HANDICAP PARK.," u 1 3 SIGN (REFER TO AS -1 FOR INSTALLATION; DETAILS) NOT TO SCALE 12" BLACK ON WHITE W/ 1 1/2" LETTERS U scyu PAWM Wi rP_ AU SECU: ;. %W �iG,r'LE NRCH.cLY BICYCLE PARKING SIGN 5' -0" 12' -0" w 14=J __T a:: HANDICAP SPACES U STANDARD SPACES V 11 12 14 HANDICAP AND STANDARD PARKING DETAILS NOT TO SCALE I. 9' -0" L STANDARD SPACES NOT TO SCALE 1.4 x 1.4 W.W.F. 0 THICKENED EDGE NOT REQUIRED WHERE WALK ABUTS STRUCTURE. (PROVIDE A 1/2" NON- EXTRUDING EXPANSION JOINT AGAINST STRUCTURE AND EVERY 20 FEET ALONG WALK. BUILDING YELLOW POLYMER WHEF.L-STOP, _ 8' -0" 2' -0" TO BE INSTALLED AS FER MANUFACTURER SPECS. -r. T4 6" x 6" W/ PROVIDE THE WHEELSTOPS _ „ CONCRETE 1.4 x 1.4 W.W.F. ASPHALTIC CONCRETE SIDEWALK N OVERHANG 4" STRIPES PAINTED WHITE f WHEEL STOP (TYPICAL) CONC. CURB ALL PAR PAR KING AC 4" STRIPES PAINTED WHITE 1 SPACES) ° 1 (TYP ALL c� to PARKING SPACES) I -% 14"--,l 2 4" 5' -0" 12' -0" w 14=J __T a:: HANDICAP SPACES U STANDARD SPACES V 11 12 14 HANDICAP AND STANDARD PARKING DETAILS NOT TO SCALE I. 9' -0" L STANDARD SPACES NOT TO SCALE 1.4 x 1.4 W.W.F. 0 THICKENED EDGE NOT REQUIRED WHERE WALK ABUTS STRUCTURE. (PROVIDE A 1/2" NON- EXTRUDING EXPANSION JOINT AGAINST STRUCTURE AND EVERY 20 FEET ALONG WALK. BUILDING YELLOW POLYMER WHEF.L-STOP, _ 8' -0" 2' -0" TO BE INSTALLED AS FER MANUFACTURER SPECS. -r. T4 6" x 6" W/ PROVIDE THE WHEELSTOPS _ „ CONCRETE 1.4 x 1.4 W.W.F. ASPHALTIC CONCRETE SIDEWALK R5 -1 8" CONCRETE PAVEMENT, 28 DAY 0 M RED BASE AS SPECIFIED YELLOW POLYMER WHEEL STOP R1 -1 R3 -5R 16 17 18 STANDARD F.D.O.T. SIGNAGE DETAILS NOT TO SCALE NOT TO SCALE MIN COMPRESSION STRENGHT BRUSH FINISH 6 x 6 -2.9 x W 2.9 WWF 4000 psi (ASTM C -39) 2" ABOVE SUBGRADE a' .:. I. I f I : ....._...I : �- .._... ........... i ._ � �...... I 1— III•• --I ! —;.I C C. —t : — ;• - -_� -_ i.. -..... i _...... .... I........... .. j . .. -. �......- •i t : —; C. ........ , I - - -_ I l..._I I - -. -_C 12" COMPACTED SUBGRADE MIN LBR 40 COMPACTED TO MIN 95% OF MAX DRY DENSITY/T -180. COMPACT 2' MIN DEPTH OR FULL DEPTH OF FILL, WHICHEVER IS GREATER (ASTM D 1557) ►'-1 LTL� A TV 7 "TTrn%T 1- Ii1ATrNT -%TITT r • V-Vw�1 I • SEE SIa PLAN 0.5' PROVIDE DETECTABLE WARNING SURFACE OVER RAMP & FLARES AS PER N w ADA REQUIREMENTS. SEE CO o DETAIL THIS SHEET 0..0' CONC. CURB HANDICAP RAMP DETAILS NOT TO SCALE NOT TO SCALE 0 2.35" 2.35" ` I ! -.. .... 0.9" Diameter Y.... - - -- © - + Diameter Varies LO N Q....., . 9 °... @ - j (I �, NOTE: PROVIDE `_' 2.35" I MIN 70% COLOR CONTRAST NOTE: PROVIDE MATS PER CVS SPECS. APPROVED SUPPLIERS: ADA SOLUTIONS (800) 372 -0519 PROF. PAVEMENT PRODUCTS (888) 717 -7771 DETECTABLE WARNING 23 SURFACE DETAIL NOT TO SCALE 3' -6" L I 12" 12" �IVEN THRUN ' -9" 4 2' -3" L1' -6" Dr Y NOTES: 1 • LETTERS TO BE ELONGATED HELVETICA MEDIUM. 2• PAINT COLOR TO BE WHITE FOR LETTERS AND ARROWS. \ PAVEMENT MARKING DETAIL NOT TO SCALE GENERAL NOTES :. ALL Z)IUNS SMALL BE ERECTED IN ACCORDANCE WITH ALL LOCAL CODES AND SOIL CONDITIONS. 2. DESIGNS ARE PER 146 MPH WIND LOADS (VERIFY LOCAL WIND AND SOIL CONDITIONS). FLORIDA COASTAL 14.600 -RIGHT HAND CHAMFER DRNE - THRU STORE NUMBERS 1127 5748 BIRD ROAD SOUTH MIAMI, FLORIDA PROJECT TYPE— DEAL TYPES NEW cs PROJECT NUMBER: 65223 ARCHITECT OF RECORD CKE GROUP INCORPORATED engineering . architecture . planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE: (305) 558 -4124 FAX: (305) 826 -0619 EB #0004432 CONSULTANT DEVELOPMENT GROUP 2651 McCORMICK DR CLEARWATER, FLORIDA 33759 (727) 669 -2900 Fax (727) 669 -2915 SEAL r EDUARDO L. CARCACHE, PE 31914 CKE GROUP, INC. COA -4432 REVISIONS DRAWING BY: PJB DATE: FEBRUARY 06, 2013 JOB NUMBER: CKE # 1319 TITLE: CVS PHARMACY SITE DETAILS SHEET NUMBER: C-4 COMMENTS: NOT RELEASED FAR CONSTRUCTION f .. AC 1 1 c� I -% . --I I -- ` I .' . i I ! I :III , ! - .. I I =,.I.1 -------- . = -Ii- l —!...I. I• i .= - CCI - ill.- ...`..I �.. i i - i R5 -1 8" CONCRETE PAVEMENT, 28 DAY 0 M RED BASE AS SPECIFIED YELLOW POLYMER WHEEL STOP R1 -1 R3 -5R 16 17 18 STANDARD F.D.O.T. SIGNAGE DETAILS NOT TO SCALE NOT TO SCALE MIN COMPRESSION STRENGHT BRUSH FINISH 6 x 6 -2.9 x W 2.9 WWF 4000 psi (ASTM C -39) 2" ABOVE SUBGRADE a' .:. I. I f I : ....._...I : �- .._... ........... i ._ � �...... I 1— III•• --I ! —;.I C C. —t : — ;• - -_� -_ i.. -..... i _...... .... I........... .. j . .. -. �......- •i t : —; C. ........ , I - - -_ I l..._I I - -. -_C 12" COMPACTED SUBGRADE MIN LBR 40 COMPACTED TO MIN 95% OF MAX DRY DENSITY/T -180. COMPACT 2' MIN DEPTH OR FULL DEPTH OF FILL, WHICHEVER IS GREATER (ASTM D 1557) ►'-1 LTL� A TV 7 "TTrn%T 1- Ii1ATrNT -%TITT r • V-Vw�1 I • SEE SIa PLAN 0.5' PROVIDE DETECTABLE WARNING SURFACE OVER RAMP & FLARES AS PER N w ADA REQUIREMENTS. SEE CO o DETAIL THIS SHEET 0..0' CONC. CURB HANDICAP RAMP DETAILS NOT TO SCALE NOT TO SCALE 0 2.35" 2.35" ` I ! -.. .... 0.9" Diameter Y.... - - -- © - + Diameter Varies LO N Q....., . 9 °... @ - j (I �, NOTE: PROVIDE `_' 2.35" I MIN 70% COLOR CONTRAST NOTE: PROVIDE MATS PER CVS SPECS. APPROVED SUPPLIERS: ADA SOLUTIONS (800) 372 -0519 PROF. PAVEMENT PRODUCTS (888) 717 -7771 DETECTABLE WARNING 23 SURFACE DETAIL NOT TO SCALE 3' -6" L I 12" 12" �IVEN THRUN ' -9" 4 2' -3" L1' -6" Dr Y NOTES: 1 • LETTERS TO BE ELONGATED HELVETICA MEDIUM. 2• PAINT COLOR TO BE WHITE FOR LETTERS AND ARROWS. \ PAVEMENT MARKING DETAIL NOT TO SCALE GENERAL NOTES :. ALL Z)IUNS SMALL BE ERECTED IN ACCORDANCE WITH ALL LOCAL CODES AND SOIL CONDITIONS. 2. DESIGNS ARE PER 146 MPH WIND LOADS (VERIFY LOCAL WIND AND SOIL CONDITIONS). FLORIDA COASTAL 14.600 -RIGHT HAND CHAMFER DRNE - THRU STORE NUMBERS 1127 5748 BIRD ROAD SOUTH MIAMI, FLORIDA PROJECT TYPE— DEAL TYPES NEW cs PROJECT NUMBER: 65223 ARCHITECT OF RECORD CKE GROUP INCORPORATED engineering . architecture . planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE: (305) 558 -4124 FAX: (305) 826 -0619 EB #0004432 CONSULTANT DEVELOPMENT GROUP 2651 McCORMICK DR CLEARWATER, FLORIDA 33759 (727) 669 -2900 Fax (727) 669 -2915 SEAL r EDUARDO L. CARCACHE, PE 31914 CKE GROUP, INC. COA -4432 REVISIONS DRAWING BY: PJB DATE: FEBRUARY 06, 2013 JOB NUMBER: CKE # 1319 TITLE: CVS PHARMACY SITE DETAILS SHEET NUMBER: C-4 COMMENTS: NOT RELEASED FAR CONSTRUCTION