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NOT FOR CONSTRUCTION SIDEWALK SIDEWALK GR B AS S 4'-0 GR SE " MIN AD E BR EP LA 300 Pearl Street, Suite 130 A EA N KB AC Buffalo, NY 14202 KO A FC A 716-551-6281 UR B >5 7.5% MAX SLOPE 4'-0" MIN. ' 3'-0" SEE PLAN 3'-0" labellapc.com SEE CONCRETE SIDEWALK DETAIL SEE CONCRETE SIDEWALK DETAIL B DETECTABLE 0" TOP OF PAVEMENT WARNING SYSTEM 2'- GR AS S SECTION A-A MEET FLUSH WITH A TOP OF PAVEMENT 25% MAX SLOPE MEET FLUSH WITH MEET FLUSH WITH TOP OF PAVEMENT 3'-0 TOP OF PAVEMENT " DETECTABLE WARNING SYSTEM A 0" CURB REVEAL VARIES DETECTABLE WARNING SYSTEM ACCESS RAMP AT CORNER - ISOMETRIC OPTION 1 ACCESS RAMP - ISOMETRIC OPTION 3 A PAVEMENT 7.5% CURB TOP OF CURB 7.5% MAX SLOPE SIDEWALK TYPE "B" RAMP ISOMETRIC SIDEWALK SECTION B-B EXP: EXP: GR NOTES: AD TOP OF PAVEMENT E BR TRANSITION FLUSH WITH PAVEMENT CERTIFICATE OF AUTHORIZATION NUMBER: A EA 1. 7.5% IS MAXIMUM SLOPE OF ACCESS RAMP. KB PROFESSIONAL ENGINEERING: 0021272 AC 2. SURFACE OF ACCESS RAMP IS TO BE STABLE, FIRM AND SLIP-RESISTANT. TEXTURE SURFACE WITH KO A LAND SURVEYING: 0021271 FC UR SECTION A-A COARSE BROOM RUNNING TRANSVERSE TO SLOPE OF ACCESS RAMP. GEOLOGICAL: 0021659 B< 3. ENTIRE AREA OF ACCESS RAMP AND LANDING PAD IS TO BE 7 INCH THICK CONCRETE. 5' SEE CONCRETE SIDEWALK DETAIL It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 SEE CONCRETE SIDEWALK DETAIL 7 SIDEWALK RAMP TYPE B Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any C503 N.T.S. way. If an item bearing the seal of an architect, engineer, or land surveyor MEET FLUSH WITH is altered; the altering architect, engineer, or land surveyor shall affix to A TOP OF PAVEMENT MEET FLUSH WITH the item their seal and notation "altered by" followed by their signature and TOP OF PAVEMENT date of such alteration, and a specific description of the alteration. DETECTABLE WARNING SYSTEM A B DETECTABLE WARNING SYSTEM ACCESS RAMP AT CORNER - ISOMETRIC OPTION 2 ACCESS RAMP - ISOMETRIC OPTION 4 © 2024 2026 LaBella Associates 8 SIDEWALK RAMP TYPE D 3'-0" MINIM A UM TOP OF PAVEMENT TOP OF CURB C503 N.T.S. WIDTH VARIES, SEE PLANS SIDEW 12 12 ALK 1 1 B 8" DETECTABLE WARNING 6'-0" 3'-0" MIN. SEE PLAN 6'-0" HOME LEASING 4,500 PSI CONCRETE TOOLED NOTCH 38" x 83" VERTICAL CURB 75 S CLINTON AVE SUITE 700, SYSTEM PER DETAIL 2'-0" " MEET FLUSH WITH SECTION A-A ROCHESTER, NEW YORK 14604 R1 SLOPE AS SHOWN ON PLANS 6" UNLESS OTHERWISE SHOWN ON PLANS TOP OF PAVEMENT A TOP OF SIDEWALK RAMP TYPE A ISOMETRIC 5" SLOPE PAVEMENT GRASS VARIES TOP OF CURB SIDEWALK 12 12 6" SEE PAVEMENT 1 1 3'-0 "M 10" SECTIONS 12 IN. (SE 6'-0" HEADER EP 1 LA N) SUBBASE MATERIAL TRANSITION CURB TRANISITON A TOP OF PAVEMENT 6" 0" 2'- 1 12 2" 2" 8" VIEW A-A MEET FLUSH WITH NOTES: 1:50 TOP OF PAVEMENT 8" 0" CURB REVEAL DETECTABLE WARNING SYSTEM 12 1. 1:12 IS MAXIMUM SLOPE OF ACCESS RAMP AND MAX 1 SIDEWALK SIDE FLARE IN PAVED AREA. 6 CONCRETE SIDEWALK AND INTEGRAL VERTICAL CURB SECTION 2. SURFACE OF ACCESS RAMP IS TO BE STABLE, A FIRM AND SLIP-RESISTANT. TEXTURE SURFACE C503 N.T.S. ACCESS LANDING PAD WITH COARSE BROOM RUNNING TRANSVERSE RAMP 3'-0" MINIMUM TO SLOPE OF ACCESS RAMP. 3. ENTIRE AREA OF ACCESS RAMP AND LANDING ACCESS RAMP - TYPE C ISOMETRIC PAD IS TO BE 7 INCH THICK CONCRETE. NOTES: SECTION B-B 1. 1:12 IS MAXIMUM SLOPE OF ACCESS RAMP. WEST SENECA APARTMENTS 5 SIDEWALK RAMP TYPE A 2. SURFACE OF ACCESS RAMP IS TO BE STABLE, FIRM AND SLIP-RESISTANT. TEXTURE SURFACE WITH COARSE BROOM RUNNING TRANSVERSE TO SLOPE OF ACCESS RAMP. 2544 CLINTON ST, 4" WIDE 3. ENTIRE AREA OF ACCESS RAMP AND LANDING PAD IS TO BE 7 INCH THICK CONCRETE. WEST SENECA, NY 14224 C503 N.T.S. PARKING SPACE 50%-60% OF 4 SIDEWALK RAMP TYPE C PAVEMENT MARKING BASE DIAMETER C503 N.T.S. 4'-0" 2'-0" 4'-0" 0.20" \\cash.lab\P\GLOBAL\Projects\Home Leasing Services\2241067 - Affordable Housing West Seneca\06_Drawings\Civil\C500 CONSTRUCTION DETAILS.dwg 5) TE E NO 0.90"-1.41" S (SE NO: DATE: DESCRIPTION: 1 1 SAW-CUT, OR WET CUT CONCRETE ELECTRIC CHARGING STATION RIE 2" WIDE PREMOULDED BITUMINOUS 2" WIDE PREMOULDED BITUMINOUS PAVEMENT SYMBOL VA JOINT FILLER WITH 5 8" DEEP X 12" WIDE JOINT FILLER WITH 5 8" DEEP X 12" WIDE WITH TROWEL OR JOINT TOOL, Revisions 1 SELF LEVELING CAULKING SEALANT SELF LEVELING CAULKING SEALANT 3 SLAB THICKNESS, FULL WIDTH. DOME SECTION FINISHED GRADE FINISHED GRADE FINISHED GRADE PROJECT NUMBER: NO ISOMETRIC 2241067 ELECTRIC PARKING 1.625"- 2.41" C TO C FILL JOINTS WITH UNILOCK POLYMERIC DRAWN BY: EMM / SCB VEHICLE PARKING ANY JOINT SAND OR APPROVED EQUIVALENT 1" THICK COMPACTED SETTING BED OF WASHED COARSE AGGREGATE REVIEWED BY: SRV / DPB TIME TYPICAL WARNING UNIT 1.625"-2.41" ONLY WHILE THIS PART OF DOWEL TO EXPANSION JOINT CONTROL JOINT C TO C CHARGING SIDEWALK ACCESS RAMP BE PAINTED AND OILED ISSUED FOR: 1" TO 4" 12" X 18" #4 - 16" LONG SMOOTH DOWEL AT 18" ON-CENTER SITE PLAN APPROVAL 12" X 18" 2" DIAMETER WEEP HOLE AT LOW POINT ELECTRIC VEHICLE EDGE OF RAMP CONCRETE DRILL AND EPOXY GROUT INTO EXISTING CONCRETE ACCESSIBLE SYMBOL CHARGING STATION NO PARKING FILL WITH SETTING BED MATERIAL SIDEWALK (CENTERED) AND EXISTING BUILDING DATE: COLOR WHITE ON BLUE BACKGROUND MUTCD R7-1 FOUNDATION AT DOORWAYS. COAT DOWEL IN NEW 4/20/2026 SIDEWALK NOTES: 0.625" FEDERAL DESIGNATION 7" SURFACE WITH BOND BREAKER CURB FLUSH WITH PAVEMENT DRAWING NAME: 1"-4" 1. CONCRETE SHALL BE 4,500 PSI AIR ENTRAINED MIX AT 28 DAYS 2. COMPACTED SUBBASE MATERIAL SHALL COMPLY WITH NYSDOT ITEM 304.14, RESERVED 1" 0.625" RESHAPE CURB BACKING AT WEEP HOLE LOCATION CONTRACTOR TO RESTORE LAWN DISTURBED BY CONSTRUCTION AND PROVIDE NEW 6" MECHANICALLY TYPE 4 PARKING 12" X 18" BACK EDGE OF CURB SCREENED TOPSOIL AND ESTABLISH TURF. 3. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH AND TWO COATS OF A MEMBRANE FORMING SEALER AT RATES SPECIFIED BY THE PRODUCT 6" SUBBASE COURSE 5" 4,500 PSI CONCRETE RESERVED MANUFACTURE. NY R7-8 FEDERAL DESIGNATION DOME SPACING SECTION 3" 6" COMPACTED SUBBASE MATERIAL 4. EXPANSION JOINTS SHALL BE PROVIDED AT ALL FITTED STRUCTURES AND AT EVERY 25' ON CENTER. CONSTRUCTION DETAILS NOTES: 5. CONTROL JOINTS SHALL BE EVERY 5' OR AS SHOWN ON THE PLANS AND IN 12" X 6" ACCORDANCE WITH ACI 330-R92. THESE JOINTS SHALL BE COMPLETED 1. QUANTITY OF TRUNCATED DOMES SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND TO DEPICT REQUIRED SQUARE GRID PATTERN. VAN VAN ACCESSIBLE 2. TRUNCATED DOMES ARE TO BE ALIGNED ON THE SQUARE GRID PATTERN IN THE PREDOMINANT DIRECTION OF TRAVEL. WITHIN 24 HOURS OF CONCRETE PLACEMENT. SCORED JOINTS SHALL BE ELECTRIC CHARGING SYMBOL ACCESSIBLE MUTCD R7-8a 3. ENTIRE DETECTABLE WARNING SYSTEM FIELD, INCLUDING TRUNCATED DOMES, IS TO BE DARK GRAY IN COLOR, N7 PER MUNSELL BOOK NOTATION, OR APPROVED EQUIVALENT. 1 1 4-INCH WIDTH MINIMUM AND 3 OF THE THICKNESS OF THE CONCRETE 4'x4', COLOR WHITE ON GREEN FEDERAL DESIGNATION 6. SIDEWALK ADJACENT TO THE CURB SHALL HAVE A 2.00% CROSS-SLOPE TO 4. OUTER EDGE OF THE DETECTABLE WARNING SYSTEM FIELD IS TO BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE STREET IS 1 TO 4 INCHES BEHIND THE BACK BACKGROUND THE CURB. OTHER AREA AS INDICATED ON THE GRADING PLAN. EDGE OF THE CURB SECTION. 7. ALL JOINTS AND EXPOSED EDGES SHALL BE ROUNDED WITH JOINT TOOL. DRAWING NUMBER: 5. DETECTABLE WARNING SYSTEM IS TO EXTEND ACROSS THE FULL WIDTH OF A SIDEWALK ACCESS RAMP, BUT NOT UP THE SIDE FLARES. COMPACTED SUBGRADE PAVEMENT MARKINGS AND SIGNAGE BRICK DETECTABLE WARNING SYSTEM AT CURB CONCRETE SIDEWALK 4/20/2026 1:17:24 PM 3 2 1 C503 N.T.S. C503 N.T.S. C503 N.T.S. C503 Page 62 of 1493