PERMEABLE PATH PAVING

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5 SAWCUT CONTROL JOINT: 1 WIDE x 1" DEEP SIGN B: R5-1 24" (1 REQ'D) SIGN C: R "x 1 (1 REQ'D) PADOT STANDARD SIGNAGE INSTALL PER PADOT SPECIFICATIONS. HIGH INTENSITY PRISMATIC SIGN ON 0.080" THICK ALUMINUM BLANK. MOUNT WITH 2 ZINC COATED BOLTS/HEX NUTS. BLACK U-CHANNEL STEEL POST, WITH BREAK-AWAY BASE. DEPRESSED CURB, SEE DETAIL 2/CS6002 EXPANSION JOINT w/ CAULK CAST-IN-PLACE DETECTABLE WARNING SURFACE TILES TYPICAL SIDEWALK/RAMP SECTION 4" CONCRETE, LIGHT BROOM FINISH IN THE DIRECTION OF WALK WIDTH 6" 2A COMPACTED SUBBASE STONE COMPACTED SUITABLE SUBGRADE 1/2" SIDEWALK JOINTS JOINT SEALANT, COLOR TBD EXPANSION JOINT: 1 2" PREMOLDED EXPANSION JOINT MATERIAL with TEMPORARY VOID CAP. JOINTING NOTES: 1. EXPANSION JOINTS WITHIN THE CONCRETE SIDEWALK/RAMP, AND BETWEEN THE CURB RAMP AND CURB, SHALL BE 1 2" PREMOLDED EXPANSION JOINT MATERIAL WITH A TEMPORARY VOID CAP. 2. CAULK ALL JOINTS WITH A MULTI-COMPONENT SELF-LEVELING POLYURETHANE SEALANT. COLOR TBD. 3. CONTROL JOINTS TO BE SAWCUT. CURB NOTES: 1. DEPRESSED CURB TO BE FLUSH WITH ADJACENT PAVING (ROADWAY AND PATH) ON ADA CURB CUTS. 2. DEPRESSED CURB TO HAVE 1 1 2" REVEAL ON VEHICLE ENTRANCE APRON. 3. HEIGHT OF FULL DEPTH CURB TO MATCH AND MEET EXISTING. 4. PLACE 1 2" PREMOLDED EXPANSION JOINT MATERIAL BETWEEN OLD AND NEW CURB. MATERIAL TO BE CUT TO MATCH CROSS SECTIONAL AREA OF CURB. 7" 1/4" RADIUS 3/4" RADIUS ROADWAY SURFACE TOP OF CURB (BEYOND) HEIGHT TO MATCH ADJACENT CURB, ±4". DEPRESSED CURB, FLUSH WITH ROADWAY. NEW CONCRETE CURB RAMP 1 DISTURBANCE FOR CURB REPLACEMENT 12" 1-1/2" SUPERPAVE HMA WEARING COURSE, PG64-22, 9.5 MM MIXTURE, SRL-H. 5 SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 64-22, 25 MM MIXTURE. TACK COAT OVER SURFACE COURSE OF EXISTING PAVING. 12" WC OVERLAP SAWCUT WEARING COURSE 3'-0" 7'-0" TO BOTTOM OF SIGN FINISHED GRADE (GRASS) 2' LAWN TAPER TAPER 6' 4' 2' FLUSH NEW PERMEABLE PATH PAVING 8% MAX. LAWN TRUNCATED DOMES FINISHED GRADE, STREET CONCRETE NOTES: 1. ALL CONCRETE SHALL BE 4,000 PSI AT 28 DAYS. 2. PROVIDE MATERIALS AND CONSTRUCTION IN ACCORDANCE WITH PENNDOT PUBLICATION SEE DETAIL FOR EXPANSION AND CONTROL JOINTS. 4. THE ADA RAMP SLOPE MUST NOT EXCEED 8.0% CURB RAMP NOTES: 1. ALL CURB RAMPS MUST MEET ADA REQUIREMENTS. SLOPE ON RAMP MUST NOT EXCEED 8.0%. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS DIFFER FROM GRADING PLAN. 2. INSTALL TRUNCATED DOMES AT BASE OF RAMP. TRUNCATED DOMES TO BE 4 x 24" x 1.5" CAST IN PLACE DETECTABLE WARNING PANEL, SEE SPECIFICATIONS. 1 5" 5" 1 1/2" TYP. SECTION THRU CURB (2) #5 STEEL BARS EXPANSION JOINT, SEE JOINTING NOTES. ROADWAY RESTORATION 6" 2A BASE COURSE COMPACTED SUBGRADE SAWCUT EXISTING PAVING SIGN CURB RAMP CONCRETE CURB AND ROADWAY RESTORATION CONCRETE NOTES: 1. INSTALL CONTRACTION JOINTS AT 6' MAX SPACING. 2. INSTALL EXPANSION JOINT MATERIAL WHERE CONCRETE MEETS EXISTING CONCRETE OR OTHER SOLID OBJECT OR STRUCTURE. 3. SEE GRADING PLAN FOR SLOPE OF APRON. CONCRETE CURB SEE DETAIL THIS SHEET THICK CONCRETE APRON, 6" THICK STONE BASE (PA 2A) PERMEABLE PAVING, SEE DETAIL THIS SHEET CONCRETE EDGING NOTES: 1. CONCRETE EDGING TO BE CLASS AA CONCRETE. 2. TOP OF PERMEABLE PAVING MUST BE FLUSH WITH TOP OF CONCRETE EDGING. 3. PLACE EXPANSION JOINTS IN EDGING MIN. 6' APART AND AT ENDS OF CURVED SECTIONS. FINISHED GRADE OF PATH, SEE SITE IMPROVEMENT PLAN. 1/4" RADIUS 6" 1 3/4" RADIUS TOPSOIL FILL MAX 3:1 SLOPE TO EXISTING. SEED ALL DISTURBED AREAS. RESET EXISTING MANHOLE LID ±1" MANHOLE RISER. VERIFY EXACT MEASUREMENTS IN FIELD. 1" PERMEABLE PAVING OVER CONCRETE COVER, FLUSH WITH MANHOLE LID COMPACTED SOIL SUBGRADE PATH WITH CONCRETE EDGING CONCRETE CURB/EDGING, EXISTING METER PIT CONCRETE COVER TYPICAL PERMEABLE PAVING SECTION, SEE DETAIL THIS SHEET. APRON SECTION 0'-1 1/2" DEPRESSED 12" MATCH TOP OF CURBS MAX 3:1 SLOPE TO EXISTING. SEED ALL DISTURBED AREAS. 1.67% TYPICAL CROSS SLOPE, UNLESS NOTED OTHERWISE ON PLAN. FINISHED GRADE OF PATH, SEE SITE IMPROVEMENT PLAN. TOPSOIL FILL MAX 3:1 SLOPE TO EXISTING. SEED ALL DISTURBED AREAS. EXISTING WATER METER PIT FINISHED GRADE ROADWAY (2) #5 STEEL BARS NOTES: ELEVATION PATH IN CUT SITUATION PATH IN FILL SITUATION 1. CONTRACTOR TO VERIFY SIZE AND THICKNESS OF EXISTING MANHOLE LID AND FRAME TO PROVIDE APPROPRIATE RISER. 2. RISER TO BE CAST IRON OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. PERMEABLE PAVING FLUSH CONCRETE CURB CONCRETE APRON PERMEABLE PAVING NOTES: 1. SURFACE OF PATH TO BE 2" THICK PERMEABLE PAVING MATERIAL, 'POROUS PAVE' AS MANUFACTURED BY POROUS PAVE, INC, OR APPROVED EQUAL. 2. COLOR TO BE TAN. PROVIDE SAMPLES OF STANDARD COLOR OPTIONS TO OWNER FOR FINAL SELECTION. 6'-0" WIDE PATH 2" THICK PERMEABLE PAVING, SEE NOTES FREE DRAINING STONE, CLEAN, WASHED AASTHO #57; 4" THICK UNDER PATH, 6" THICK IN VEHICLE ENTRANCE AREA. FINISHED GRADE (LAWN) PERMEABLE PAVING OVER METER PIT INSTALLATION NOTES: 1. EXCAVATION FOR STONE BASE TO BE DONE WITH SMALL EQUIPMENT ONLY. DEPRESSED PLAN FACE OF EXISTING CURB 2. CAREFULLY ROOT PRUNE ALL TREE ROOTS, BY HAND, ENCOUNTERED DURING EXCAVATION. 3. SEE SPECIFICATIONS FOR DETAILED INSTALLATION INFORMATION. GEOTEXTILE FABRIC UNDER AND ON SIDES OF STONE. UNDISTURBED SUBGRADE UNDER PATH, SEE INSTALLATION NOTES DEPRESSED CURB / CONCRETE APRON AT VEHICLE ENTRANCE PERMEABLE PATH PAVING ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR AND OWNER MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.