PARKING LOT REHABILITATION PROJECT FOR: DRAWING INDE SHEET NO. DRAWING TITLE C. COVER SHEET C1. - C1.17 PALATKA CAMPUS C4. CONSTRUCTION DETAILS PROJECT SITE PROJECT SITE C.
8 4 8 16 32 1 inch = 8 ft. C1.16 A & B C1.17 A & B 25' PARKING LOT #6 PARKING LOT #6 PARKING LOT #5 PARKING LOT #1 C1.15 A & B C1.1 A & B PARKING LOT #5 C1.14 A & B PARKING LOT #2 C1.11 A & B KEY MAP PARKING LOT #4 C1.13 A & B PARKING LOT #4 C1.12 A & B PARKING LOT #3 C1.
PARKING LOT REPAIR/RESTORE QUANTITIES: ITEM LF SF SEAL COAT NEW ASPHALT PAVEMENT (SEE DETAIL SHEET C4.) 16,532 NEW 4" THICK CONCRETE SIDEWALK AND/OR RAMP 65 EA ALTERNATE #1: ASPHALT REPAIR, SP-9.5, 1.5" THICK OVER RESTORED BASE 16,532 5' 5' REMOVED MATERIAL TO BE REMOVED FROM SITE OR SALVAGED TO CONTRACTOR QUANTITIES SHOWN ARE FOR THIS SHEET ONLY REMOVE AND RECONSTRUCT CONCRETE SIDEWALK IN CONFORMANCE W/ ADA MATCHLINE C1.17 MATCHLINE C1.1 12.9' ALTERNATE #1: BASE SCOPE: SEALCOAT LEGEND DEMO EISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT ALTERNATE #1: CUT-OUT AND REPAIR (SEE REPAIR DETAIL) PARKING LOT REPAIR/RESTORE PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAILS, PAVEMENT REPAIR/RESTORE DETAILS, AND ADDITIONAL NOTES. 2. SEE SHEET C4. FOR SPECIFICATIONS ON SEALCOAT TYPE AND APPLICATION REQUIREMENTS. PAVEMENT REPAIR AND RESTORE PARKING LOT #1 BASE SCOPE: SEALCOAT PARKING LOT #1 219.4' 6.5' 27.4' MATCHLINE C1.1 MATCHLINE C1.11 C1.1_A
11 SPACES 14.9' 9 SPACES 24 SPACES 24" WHITE STOP BAR 25' DBL YELLOW STRIPE (PAINT) PARKING LOT MARKING PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAIL SHEET FOR PAVEMENT MARKING PLAN DETAILS AND ADDITIONAL NOTES. MATCHLINE C1.17 MATCHLINE C1.1 2. ALL PARKING STALL STRIPING SHALL BE EVENLY SPACED WITHIN THE DIMENSIONED AREA AS SHOWN AND SHALL BE 2' DEEP UNLESS NOTED OTHERWISE. 3. ALL 24" STOP BAR TO BE PER FDOT INDE NO. 17346. PAVEMENT MARKINGS PARKING LOT #1 PARKING LOT #1 LOADING AREA STRIPED W/ WHITE CROSS HATCHING (SEE DETAILS FOR DIMENSIONING ONLY) HANDICAP PARKING STALL MARKINGS (SEE DETAIL ON C4.) DBL YELLOW STRIPE (PAINT) 25' EISTING STOP SIGN MATCHLINE C1.1 MATCHLINE C1.11 C1.1_B
22.3' 44.8' MATCHLINE C1.1 SIDEWALK CURB RAMP PER FDOT INDE NO. 34 CURB RAMP CR-E MATCHLINE C1.11 1' 3' 2' 5' 42.3' 25.8' 3' PARKING LOT REPAIR/RESTORE QUANTITIES: ITEM LF SF SEAL COAT 64,965 NEW ASPHALT PAVEMENT (SEE DETAIL SHEET C4.) NEW 4" THICK CONCRETE SIDEWALK AND/OR RAMP 33 ALTERNATE #1: ASPHALT REPAIR, SP-9.5, 1.5" THICK OVER RESTORED BASE 5,567 EA REMOVED MATERIAL TO BE REMOVED FROM SITE OR SALVAGED TO CONTRACTOR 3' QUANTITIES SHOWN ARE FOR THIS SHEET ONLY LEGEND BASE SCOPE: SEALCOAT DEMO EISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT ALTERNATE #1: PARKING LOT #2 56.3' 13.6' CUT-OUT AND REPAIR (SEE REPAIR DETAIL) PARKING LOT REPAIR/RESTORE PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAILS, PAVEMENT REPAIR/RESTORE DETAILS, AND ADDITIONAL NOTES. 2. SEE SHEET C4. FOR SPECIFICATIONS ON SEALCOAT TYPE AND APPLICATION REQUIREMENTS. PAVEMENT REPAIR AND RESTORE PARKING LOT #2 MATCHLINE C1.11 MATCHLINE C1.12 C1.11_A
8 SPACES 13 SPACES 8 SPACES 7' 2 SPA 5' 5' 15 SPACES 33 SPACES MATCHLINE C1.1 12" WHITE STRIPE (PAINT) MATCHLINE C1.11 33.6' WHITE STRIPE (PAINT) 16' 5' 5' 3 SPACES 18' 24' 5' 18' 18' 46.5' 9 SPACES 18' 3' DBL YELLOW STRIPE (PAINT) PARKING LOT MARKING PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAIL SHEET FOR PAVEMENT MARKING PLAN DETAILS AND ADDITIONAL NOTES. 14 SPACES 2. ALL PARKING STALL STRIPING SHALL BE EVENLY SPACED WITHIN THE DIMENSIONED AREA AS SHOWN AND SHALL BE 2' DEEP UNLESS NOTED OTHERWISE. 3. ALL 24" STOP BAR TO BE PER FDOT INDE NO. 17346. PARKING LOT #2 2' 25 SPACES 26 SPACES PAVEMENT MARKINGS PARKING LOT #2 2' 8' NO PARKING 7' WHITE STRIPE (PAINT) 12" WHITE STRIPE (PAINT) HANDICAP PARKING STALL MARKINGS (SEE DETAIL ON C4.) DOUBLE YELLOW W/ 18" YELLOW LETTERING (PAINT) MATCHLINE C1.11 8' NO PARKING 18' R5-1 DO NOT ENTER SIGN DBL YELLOW STRIPE (PAINT) MATCHLINE C1.12 C1.11_B
3' MATCHLINE C1.11 MATCHLINE C1.12 1' 25' 1' PARKING LOT REPAIR/RESTORE QUANTITIES: 1' 1' ITEM LF SF SEAL COAT NEW ASPHALT PAVEMENT (SEE DETAIL SHEET C4.) 6,528 NEW 4" THICK CONCRETE SIDEWALK AND/OR RAMP EA ALTERNATE #1: ASPHALT REPAIR, SP-9.5, 1.5" THICK OVER RESTORED BASE 18,187 REMOVED MATERIAL TO BE REMOVED FROM SITE OR SALVAGED TO CONTRACTOR QUANTITIES SHOWN ARE FOR THIS SHEET ONLY LEGEND BASE SCOPE: SEALCOAT PARKING LOT #3 DEMO EISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT 65' ALTERNATE #1: CUT-OUT AND REPAIR (SEE REPAIR DETAIL) PARKING LOT REPAIR/RESTORE PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAILS, PAVEMENT REPAIR/RESTORE DETAILS, AND ADDITIONAL NOTES. 2. SEE SHEET C4. FOR SPECIFICATIONS ON SEALCOAT TYPE AND APPLICATION REQUIREMENTS. PAVEMENT REPAIR AND RESTORE PARKING LOT #3 6' 5' 22.3' 135' C1.12_A
BUS PARKING 51.2' 57.5' 2 SPACES 13 SPACES 13 SPACES 15 SPACES REPLACE ALL WHEEL STOPS 2 SPA 29 SPACES MATCHLINE C1.11 HANDICAP PARKING STALL MARKINGS (SEE DETAIL ON C4.) MATCHLINE C1.12 12" WHITE STRIPE (PAINT) YELLOW STRIPE (PAINT) NO PARKING 8' 7' R5-1 DO NOT ENTER SIGN 18 SPACES DOUBLE YELLOW STRIPE (PAINT) PARKING LOT MARKING PLAN NOTES: REPLACE ALL WHEEL STOPS 1. SEE SHEET C4. CONSTRUCTION DETAIL SHEET FOR PAVEMENT MARKING PLAN DETAILS AND ADDITIONAL NOTES. DOUBLE WHITE STRIPE W/ 18" WHITE LETTERING PARKING LOT #3 2. ALL PARKING STALL STRIPING SHALL BE EVENLY SPACED WITHIN THE DIMENSIONED AREA AS SHOWN AND SHALL BE 2' DEEP UNLESS NOTED OTHERWISE. 3. ALL 24" STOP BAR TO BE PER FDOT INDE NO. 17346. PAVEMENT MARKINGS PARKING LOT #3 26 SPACES 18' 18' 18' 18' 18' 18' 18' 18' DBL YELLOW STRIPE (PAINT) 3' C1.12_B
MATCHLINE C1.14 MATCHLINE C1.13 (TYP.) 14' 4 @ 2'2' PARKING LOT REPAIR/RESTORE QUANTITIES: 3' 2' ITEM LF SF SEAL COAT NEW ASPHALT PAVEMENT (SEE DETAIL SHEET C4.) 13,127 NEW 4" THICK CONCRETE SIDEWALK AND/OR RAMP 397 EA ALTERNATE #1: ASPHALT REPAIR, SP-9.5, 1.5" THICK OVER RESTORED BASE 9,392 PARKING LOT #4 REMOVED MATERIAL TO BE REMOVED FROM SITE OR SALVAGED TO CONTRACTOR QUANTITIES SHOWN ARE FOR THIS SHEET ONLY LEGEND BASE SCOPE: SEALCOAT 55' 22' DEMO EISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT ALTERNATE #1: CUT-OUT AND REPAIR (SEE REPAIR DETAIL) PARKING LOT REPAIR/RESTORE PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAILS, PAVEMENT REPAIR/RESTORE DETAILS, AND ADDITIONAL NOTES. 2. SEE SHEET C4. FOR SPECIFICATIONS ON SEALCOAT TYPE AND APPLICATION REQUIREMENTS. PAVEMENT REPAIR AND RESTORE PARKING LOT #4 23.6' 94' 9' 41.6' 29' 55' 22' SAWCUT LINE SIDEWALK CURB RAMP PER FDOT INDE NO. 34 CURB RAMP CR-K 28' SAWCUT LINE 9' SAWCUT LINE SAWCUT LINE SIDEWALK CURB RAMP PER FDOT INDE NO. 34 CURB RAMP CR-K C1.13_A
18 SPACES 11 SPACES 13 SPACES 18 SPACES 12 SPACES 18 SPACES 15' 24' MATCHLINE C1.14 MATCHLINE C1.13 PARKING LOT #4 PARKING LOT MARKING PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAIL SHEET FOR PAVEMENT MARKING PLAN DETAILS AND ADDITIONAL NOTES. 18 SPACES 18 SPACES 18 SPACES 18 SPACES 2. ALL PARKING STALL STRIPING SHALL BE EVENLY SPACED WITHIN THE DIMENSIONED AREA AS SHOWN AND SHALL BE 2' DEEP UNLESS NOTED OTHERWISE. 3. ALL 24" STOP BAR TO BE PER FDOT INDE NO. 17346. 27.75' 67' 67' 42' 25' 11' DBL YELLOW STRIPE (PAINT) DBL YELLOW STRIPE (PAINT) YELLOW STRIPE (PAINT) 27.75' 11 SPACES 11 SPACES 11 SPACES 11 SPACES 11 SPACES HANDICAP PARKING STALL MARKINGS (SEE DETAIL ON C4.) 18' 5' PAVEMENT MARKINGS PARKING LOT #4 18' C1.13_B
PARKING LOT #5 PARKING LOT REPAIR/RESTORE QUANTITIES: ITEM LF SF SEAL COAT 3, NEW ASPHALT PAVEMENT (SEE DETAIL SHEET C4.) NEW 4" THICK CONCRETE SIDEWALK AND/OR RAMP EA ALTERNATE #1: ASPHALT REPAIR, SP-9.5, 1.5" THICK OVER RESTORED BASE 3, REMOVED MATERIAL TO BE REMOVED FROM SITE OR SALVAGED TO CONTRACTOR QUANTITIES SHOWN ARE FOR THIS SHEET ONLY LEGEND BASE SCOPE: SEALCOAT DEMO EISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT ALTERNATE #1: MATCHLINE C1.15 MATCHLINE C1.14 3' 95.3' CUT-OUT AND REPAIR (SEE REPAIR DETAIL) PARKING LOT REPAIR/RESTORE PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAILS, PAVEMENT REPAIR/RESTORE DETAILS, AND ADDITIONAL NOTES. 2. SEE SHEET C4. FOR SPECIFICATIONS ON SEALCOAT TYPE AND APPLICATION REQUIREMENTS. PAVEMENT REPAIR AND RESTORE DRIVEWAY BETWEEN PARKING LOT #4 AND #5 MATCHLINE C1.14 MATCHLINE C1.13 PARKING LOT #4 C1.14_A
PARKING LOT #5 PARKING LOT MARKING PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAIL SHEET FOR PAVEMENT MARKING PLAN DETAILS AND ADDITIONAL NOTES. MATCHLINE C1.15 MATCHLINE C1.14 DBL YELLOW STRIPE (PAINT) 2. ALL PARKING STALL STRIPING SHALL BE EVENLY SPACED WITHIN THE DIMENSIONED AREA AS SHOWN AND SHALL BE 2' DEEP UNLESS NOTED OTHERWISE. 3. ALL 24" STOP BAR TO BE PER FDOT INDE NO. 17346. PAVEMENT MARKINGS DRIVEWAY BETWEEN PARKING LOT #4 AND #5 MATCHLINE C1.14 MATCHLINE C1.13 PARKING LOT #4 C1.14_B
15' 88' 8' 1' MATCHLINE C1.15 MATCHLINE C1.16 PARKING LOT REPAIR/RESTORE QUANTITIES: ITEM LF SF SEAL COAT 98,486 NEW ASPHALT PAVEMENT (SEE DETAIL SHEET C4.) NEW 4" THICK CONCRETE SIDEWALK AND/OR RAMP 62 ALTERNATE #1: ASPHALT REPAIR, SP-9.5, 1.5" THICK OVER RESTORED BASE 2,246 REMOVED MATERIAL TO BE REMOVED FROM SITE OR SALVAGED TO CONTRACTOR QUANTITIES SHOWN ARE FOR THIS SHEET ONLY EA 9' 37' 15' BASE SCOPE: LEGEND 29' SEALCOAT DEMO EISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT ALTERNATE #1: CUT-OUT AND REPAIR (SEE REPAIR DETAIL) PARKING LOT REPAIR/RESTORE PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAILS, PAVEMENT REPAIR/RESTORE DETAILS, AND ADDITIONAL NOTES. 2. SEE SHEET C4. FOR SPECIFICATIONS ON SEALCOAT TYPE AND APPLICATION REQUIREMENTS. PAVEMENT REPAIR AND RESTORE PARKING LOT #5 96' 42' 8' PARKING LOT #5 155' 2'8' 32' SIDEWALK CURB RAMP PER FDOT INDE NO. 34 CURB RAMP CR-E 6' 95' 29' 8' 4' MATCHLINE C1.15 4'6' MATCHLINE C1.14 C1.15_A
34 SPACES 32 SPACES 32 SPACES 32 SPACES 32 SPACES 32 SPACES 32 SPACES 5 SPACES 7' 5' 8' 8' 15' LF OF DBL YELLOW STRIPE (PAINT) 15' LF OF 19' LF OF DBL YELLOW STRIPE (PAINT) 15' LF OF MATCHLINE C1.15 MATCHLINE C1.16 HANDICAP PARKING STALL MARKINGS (SEE DETAIL ON C4.) WHITE CROSS-HATCH STRIPING (TYP. PARKING LOT #5) 8 SPACES HANDICAP PARKING STALL MARKINGS (SEE DETAIL ON C4.) PAVEMENT MARKINGS PARKING LOT #5 HANDICAP PARKING STALL MARKINGS (SEE DETAIL ON C4.) PARKING LOT MARKING PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAIL SHEET FOR PAVEMENT MARKING PLAN DETAILS AND ADDITIONAL NOTES. 11 SPACES 2. ALL PARKING STALL STRIPING SHALL BE EVENLY SPACED WITHIN THE DIMENSIONED AREA AS SHOWN AND SHALL BE 2' DEEP UNLESS NOTED OTHERWISE. 3. ALL 24" STOP BAR TO BE PER FDOT INDE NO. 17346. PARKING LOT #5 HANDICAP PARKING STALL MARKINGS (SEE DETAIL ON C4.) DBL YELLOW STRIPE (PAINT) EISTING HANDICAP SIGNS (TYPICAL 3 PLACES) 25' MATCHLINE C1.15 MATCHLINE C1.14 C1.15_B
PARKING LOT REPAIR/RESTORE QUANTITIES: ITEM LF SF SEAL COAT 35,89 NEW ASPHALT PAVEMENT (SEE DETAIL SHEET C4.) NEW 4" THICK CONCRETE SIDEWALK AND/OR RAMP 547 EA BASE SCOPE: SEALCOAT LEGEND ALTERNATE #1: ASPHALT REPAIR, SP-9.5, 1.5" THICK OVER RESTORED BASE REMOVED MATERIAL TO BE REMOVED FROM SITE OR SALVAGED TO CONTRACTOR QUANTITIES SHOWN ARE FOR THIS SHEET ONLY 2,92 DEMO EISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT ALTERNATE #1: CUT-OUT AND REPAIR (SEE REPAIR DETAIL) PARKING LOT REPAIR/RESTORE PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAILS, PAVEMENT REPAIR/RESTORE DETAILS, AND ADDITIONAL NOTES. 2. SEE SHEET C4. FOR SPECIFICATIONS ON SEALCOAT TYPE AND APPLICATION REQUIREMENTS. MATCHLINE C1.16 MATCHLINE C1.17 PARKING LOT #6 1' PAVEMENT REPAIR AND RESTORE PARKING LOT #6 7' 18' 22' 6' 16' REMOVE AND RECONSTRUCT CONCRETE SIDEWALK IN CONFORMANCE W/ ADA REMOVE AND RECONSTRUCT CONCRETE SIDEWALK IN CONFORMANCE W/ ADA REMOVE AND RECONSTRUCT CONCRETE SIDEWALK IN CONFORMANCE W/ ADA C1.16_A
25' STOP PARKING LOT MARKING PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAIL SHEET FOR PAVEMENT MARKING PLAN DETAILS AND ADDITIONAL NOTES. 2. ALL PARKING STALL STRIPING SHALL BE EVENLY SPACED WITHIN THE DIMENSIONED AREA AS SHOWN AND SHALL BE 2' DEEP UNLESS NOTED OTHERWISE. 3. ALL 24" STOP BAR TO BE PER FDOT INDE NO. 17346. MATCHLINE C1.16 MATCHLINE C1.17 24' LF OF DBL YELLOW STRIPE (PAINT) 32.2' 23' LF OF WHITE CROSS HATCHING (TYP. LOT #6) PARKING LOT #6 DBL YELLOW STRIPE (PAINT) 28' LF OF 24" WHITE STOP BAR (PAINT) PAVEMENT MARKINGS PARKING LOT #6 L=4.7 36 SPACES 43' 5 SPACES 3' 8 SPACES 7' 2 SPACES 43.7' STOP 8 SPACES 6' 4 SPACES YELLOW CROSS HATCHING AT LOADING DOCK ACCESS C1.16_B
PARKING LOT REPAIR/RESTORE QUANTITIES: LEGEND ITEM LF SF SEAL COAT NEW ASPHALT PAVEMENT (SEE DETAIL SHEET C4.) NEW 4" THICK CONCRETE SIDEWALK AND/OR RAMP 2,45 161 ALTERNATE #1: ASPHALT REPAIR, SP-9.5, 1.5" THICK OVER RESTORED BASE 768 REMOVED MATERIAL TO BE REMOVED FROM SITE OR SALVAGED TO CONTRACTOR QUANTITIES SHOWN ARE FOR THIS SHEET ONLY EA BASE SCOPE: SEALCOAT DEMO EISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT ALTERNATE #1: CUT-OUT AND REPAIR (SEE REPAIR DETAIL) PARKING LOT REPAIR/RESTORE PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAILS, PAVEMENT REPAIR/RESTORE DETAILS, AND ADDITIONAL NOTES. 2. SEE SHEET C4. FOR SPECIFICATIONS ON SEALCOAT TYPE AND APPLICATION REQUIREMENTS. MATCHLINE C1.16 MATCHLINE C1.17 PARKING LOT #6 PAVEMENT REPAIR AND RESTORE PARKING LOT #6 72' 8' 32' 6' REMOVE AND RECONSTRUCT CONCRETE SIDEWALK IN CONFORMANCE W/ ADA C1.17_A
3' PARKING LOT MARKING PLAN NOTES: 1. SEE SHEET C4. CONSTRUCTION DETAIL SHEET FOR PAVEMENT MARKING PLAN DETAILS AND ADDITIONAL NOTES. 2. ALL PARKING STALL STRIPING SHALL BE EVENLY SPACED WITHIN THE DIMENSIONED AREA AS SHOWN AND SHALL BE 2' DEEP UNLESS NOTED OTHERWISE. 3. ALL 24" STOP BAR TO BE PER FDOT INDE NO. 17346. MATCHLINE C1.16 MATCHLINE C1.17 PARKING LOT #6 DBL YELLOW STRIPE (PAINT) WHITE CROSS HATCHING (TYP. LOT #6) 28' LF OF PAVEMENT MARKINGS PARKING LOT #6 23 SPACES L=41.2 3' 6' 23 SPACES C1.17_B
PAVEMENT REPAIR/RESTORE DETAILS PAVEMENT MARKINGS DETAILS 1.5" SP 9.5 ASPHALTIC CONCRETE COMPACT TO 95% MI DESIGN DENSITY LIMEROCK BASE COURSE MIN LBR 1, COMPACT TO 98% MA DENSITY AASHTO T-18 12" STABILIZED SUBGRADE MIN LBR 4, COMPACT TO 98% MA DENSITY SAWCUT AND REMOVE EISTING PAVEMENT & REPLACE WITH 1.5" SP 9.5 ASPHALTIC CONCRETE COMPACT TO 95% MI DESIGN DENSITY RESTORE DETERIORATED LIMEROCK TO WITHIN 1.5" OF FINAL GRADE, MIN LBR 1, COMPACT TO 98% MA DENSITY AASHTO T-18 EISTING VARIABLE DEPTH LIMEROCK BASE 6' CONCRETE SIDEWALK H.C. SIGN MA. 1:12 6' H.C. SIGN MA. 1:12 CONCRETE SIDEWALK SOILS USED FOR THE STABILIZED SUBGRADE WITH GREATER THAN 15% FINES SHALL BE COMPACTED TO 1% MAIMUM DENSITY. TYPICAL NEW PARKING LOT PAVEMENT SECTION TYPICAL PARKING LOT PAVEMENT REPAIR SECTION 1' CONC. WHEEL STOP CONC. WHEEL STOP YELLOW STRIPING UNLESS OTHERWISE NOTED ON PLANS PAVEMENT 3 4" R 1" 3, PSI CONCRETE SAWCUT @ 1' O.C. #4 CONTINUOUS NOTE: 12" 8" 24" 2" R 18" 3" R 3/4" R 7 1/2" STD. MIN. WHEN USED ON THE HIGH SIDE OF ROADWAY, THE CROSS-SLOPE OF THE GUTTER SHALL MATCH THE CROSS-SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE. R= 1 2" 9" SURFACE ON LOW SIDE OF PAVEMENT TO BE 1/4" ABOVE LIP OF GUTTER ECEPT FC-2 TO BE 5/8" AND FC-3 TO BE 3/4" ABOVE LIP. SURFACE ON HIGH SIDE TO BE FLUSH WITH GUTTER. 24" 12" 12" NOTE: INSTALL EPANSION JOINTS AT 5' INTERVALS, STRIKE CONSTRUCTION JOINTS AT 1' INTERVALS. 1 2 " 7" TOP OF PAVEMENT 3' TYPICAL STRIPING AT LOADING ENTRANCE 2" 18' WHITE NOTE: BLUE H.C. LOGO 6 12" 6' BLUE H.C. LOGO BLUE WHITE REFER TO PLAN SHEETS FOR INDIVIDUAL RAMP DESIGNS AT HC PARKING. HANDICAP PARKING LAYOUT AND STRIPING DETAIL 12" TYPICAL CURB CURB & GUTTER TYPE "F" MIAMI CURB DETAIL 5' (TYP) EISTING PAVEMENT SEE SITE PLAN FOR ELEVATION AND WIDTH 4" THICK 3, P.S.I. CONCRETE W/12" x 12" W2.7 W2.7 NOTES: SLOPE OR CROWN 1/4" per FOOT CONST. JOINTS @ 6' O.C. EP. JOINTS @ 3' O.C. 1. THE SIDEWALK SHALL BE CONSTRUCTED ON A CLEAN SAND SUB-BASE COMPACTED TO 95% MA DENSITY. 2. SAWCUT CONTROL JOINTS SHALL BE CONSTRUCTED 5 FEET ON CENTER. 3. FULL DEPTH TRANSVERSE EPANSION JOINTS WITH PERFORMED JOINT FILLER SHALL BE CONSTRUCTED AT INTERVALS NOT TO ECEED 5 FEET. TYPICAL SIDEWALK DETAIL FINISH GRADE PAVEMENT 4" 4" 4" 8" 45 3, PSI CONCRETE W/12"x12" W2.7 W2.7 #5 REBAR CONTINOUS RAISED SIDEWALK DETAIL (ADJACENT TO PAVEMENT) E. S/W VARIES 7' 12:1 MA 5 FDOT CURB RAMP CR-K TAPERED RAMP WITH WALK-AROUND SIDEWALK DETAIL 7' SIGN FTP-25 SIGN FTP 55 FINE = $25 MA FINE FINE AMOUNT VARIES FROM CITY/COUNTY. REFER TO LOCAL JURISDICTION FOR AMOUNT. CONTRACTOR SHALL VERIFY. 12" PARKING BY DISABLED PERMIT ONLY $25 FINE F.S. 318.14 18" GENERAL NOTES: SEALCOAT NOTES: 15" 3" R. 2" 1 22 / 2 2" METAL POST FINISH GRADE OF ADJACENT SIDEWALK 6' TO BOTTOM OF SIGN 1) THE CONTRACTOR SHALL TEMPORARILY REMOVE, STOCKPILE IN A DESIGNATED LOCATION, AND REINSTALL ALL EISTING WHEEL STOPS AS REQUIRED FOR COMPLETION OF THE WORK. 2) THE CONTRACTOR SHALL PRE-COORDINATE ALL LOT CLOSURES AND SITE ACCESS LOGISTICS WITH SJRSC FACILITIES PRIOR TO AND THROUGHOUT COMPLETION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASSOCIATED MAINTENANCE OF TRAFFIC (MOT) AND EQUIPMENT AS REQUIRED FOR COMPLETION OF THE WORK. 1) SEALCOAT SHALL BE SEALMASTER POLYMER MODIFIED MASTERSEAL ASPHALT BASED PAVEMENT SEALER (SMT-16). 2) EQUIPMENT USED FOR APPLICATION OF SEALCOAT SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 3) BEFORE APPLYING ANY SEALER MATERIAL, REMOVE ALL LOOSE MATERIAL, DUST, DIRT, CAKED CLAY AND OTHER FOREIGN MATERIAL WHICH MIGHT PREVENT PROPER BOND WITH THE EISTING SURFACE FOR THE FULL WIDTH OF THE APPLICATION. TAKE PARTICULAR CARE IN CLEANING THE OUTER EDGES OF THE STRIP TO BE TREATED, TO ENSURE THAT THE SEALCOAT WILL ADHERE. ALL PREPARATION SHALL CONFORM TO MANUFACTURER'S PREPARATION REQUIREMENTS. 4) WHEN APPLYING THE SEALCOAT ADJACENT TO CURB AND GUTTER, VALLEY GUTTER, OR ANY OTHER CONCRETE SURFACES, COVER SUCH CONCRETE SURFACES WITH HEAVY PAPER OR OTHERWISE PROTECT THEM AS APPROVED BY THE ENGINEER, WHILE APPLYING THE SEALCOAT. REMOVE ANY SEALER MATERIAL DEPOSITED ON CONCRETE SURFACES. 5) INSTALL AT APPLICATION RATE AND UNDER CONDITIONS AS PRESCRIBED BY MANUFACTURER'S INSTALLATION REQUIREMENTS. 3" 1" R. NOTE: AT HANDICAP PARKING SPACES PROVIDE 4" WIDE BLUE STRIPES 2" INSIDE AND 4" WIDE WHITE PARKING SPACE STRIPES AT EA. SIDE OF H.C. SPACE TYP. HANDICAP PARKING LOGO 5" 12" 18"x18"x18" CONCRETE FOOTING SIGN NOTES: 18" 18" 1. SIGN CONSTRUCTION, DESIGN AND PLACEMENT SHALL COMPLY WITH STATE AND LOCAL STATUTES. HANDICAP PARKING SIGN 8" 6) KEEP THE SEALCOAT SURFACE FREE FROM TRAFFIC UNTIL IT HAS COMPLETELY CURED AND ITS SURFACE IS NO LONGER ADHESIVE. C4.