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NOT FOR CONSTRUCTION SPACES SHOULD BE EQUAL TO LINE WIDTH NY R7-8 MUTCD R7-1 NY R7-8 300 Pearl Street, Suite 130 12" 1 MATCH ENDS OF TRANSITION 2" PREMOULDED Buffalo, NY 14202 CURB TO ADJACENT CURBS (OR 8" BITUMINOUS CURB UNLESS OTHERWISE POST MOUNT SIGN OR 716-551-6281 NOTED ON PLANS FLUSH WITH GRADE - SEE PLANS) JOINT FILLER EXPANSION CAP 12 2" SIGN MOUNTED ON " 8" BOLLARD. SEE SITE TOP OF CURB labellapc.com 7'-0" TYP. 45° PLAN (TYP.) FLUSH CURB 4" WIDE SEE PLANS 6" PARKING 1'-4" SPACE PAVEMENT 12" MARKING 1'-0" 1" 4'-0" 3'-0" MIN. NOTES: #4 1'-6" LONG THIS PART OF DOWEL TO 6'-0" MAX. 4'-0" BE PAINTED AND OILED 1. ALL STRIPING SHALL BE WHITE ELEVATION AT EXPANSION JOINT TERMINAL/TRANSITION CURB 11 CROSSWALK 8' TYP. 8' TYP. C502 N.T.S. PAVEMENT SYMBOL PER ADA WHITE ON BLUE BACKGROUND EXP: EXP: NOTE: ALL PARKING STRIPING TO BE YELLOW 3 TOP OF CURB 8" CAP SCREW #4 1'-6" LONG 3 8" FLAT WASHER A 12 ADA PARKING SPACE STRIPING (ZINC PLATED) CERTIFICATE OF AUTHORIZATION NUMBER: SIGN FACE C502 NEW SIGN PANEL (16 PROFESSIONAL ENGINEERING: 0021272 EXPANSION JOINT MATERIAL N.T.S. 2" x 2" SQ. ROUNDED GA. GALV. STEEL) LAND SURVEYING: 0021271 AT CONCRETE SIDEWALKS D GEOLOGICAL: 0021659 D/2 R=1" 3 8" HEX NUT CONCRETE SIDEWALK 8" (ZINC PLATED) 2" A A 1 OR TOPSOIL SECTION A-A A CONSTRUCTION JOINT TOP OF PAVEMENT It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed TYP. SEE PAVEMENT SECTION 6" architect, professional engineer, or land surveyor, to alter an item in any ELEVATION AT 2" x 2" SQUARE UNISTRUT POST way. If an item bearing the seal of an architect, engineer, or land surveyor (GALV. STEEL) VARIABLE 1'-6" CONSTRUCTION JOINT is altered; the altering architect, engineer, or land surveyor shall affix to LENGTH (PERFORATED) the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. SELECT DOMED CONCRETE FILL NEW SIGN PANEL (16 DOMED CONCRETE FILL 6" BACKFILL GA. GALV. STEEL) 7'-0" (MAX.) 5'-0" (MIN.) MATERIAL CONTINUOUS BED © 2024 2026 LaBella Associates 6" O.D. STEEL PIPE WITH PLASTIC SUBBASE COURSE 6" O.D. STEEL PIPE WITH PLASTIC 1'-9" (MIN.) SLEEVE (YELLOW) A A SLEEVE (YELLOW) MIN. 6" DOWEL 3'-6" D 3'-6" DOMED IN GRASS AREA 2 14" x 2 1 4" SQUARE UNISTRUT D/2 6" 6" FLUSH IN CONCRETE OR PAVED AREA 2" x 2" SQUARE UNISTRUT POST POST BASE (GALVANIZED STEEL) 2" 3" VERTICAL (GALV. STEEL) VARIABLE LENGTH (PERFORATED) 3 8" CAP SCREW DOMED IN GRASS AREA HOME LEASING 3 8" FLAT WASHER 75 S CLINTON AVE SUITE 700, SECTION A-A 7'-0" (MAXIMUM) 5'-0" (MINIMUM) (ZINC PLATED) ROCHESTER, NEW YORK 14604 SEE ASPHALT TYPICAL SIGN FACE PAVEMENT TYPICAL DETAILS GRASS PAVED AREA 2" x 2" SQ. NOTES: AREA 4000 PSI CONCRETE 2 14" x 2 14" SQUARE UNISTRUT 3'-6" 3 8" HEX NUT (ZINC PLATED) 3'-6" 1. SLOPE TOP OF CURB 1/4" PER FOOT TOWARD PAVEMENT. POST BASE (GALVANIZED STEEL) 2. CONTRACTION JOINTS SHALL BE FORMED OR SAWCUT EVERY 10 FEET TO DEPTHS SLIGHTLY BELOW THE PAVEMENT SURFACE. UNDISTURBED EARTH SECTION A-A 4" TO 6" 3. EXPANSION JOINTS 1/2" IN WIDTH SHALL BE FORMED WITH A PREMOULDED BITUMINOUS JOINT FILLER EVERY 40 FEET. OR 18" SONOTUBE 5,000 PSI CONCRETE 3" x 3 8" BOLT (ZINC PLATED) 4. EXPANSIONS JOINTS AND FORMED CONTRACTION JOINTS ARE TO BE EDGED WITH CONCRETE FINISHING TOOLS. SUBBASE COURSE AND 3 8" 0 NUT (ZINC PLATED) UNDISTURBED EARTH 5. CONCRETE SEALING AGENT SHALL BE APPLIED THE SAME DAY THAT CURBS ARE CONSTRUCTED. NOTES: 6" OR 18" SONOTUBE 4'-0" 6" 6. CONCRETE CURBING WITHIN R.O.W. SHALL CONFORM WITH NYSS M609-2R1. 7. CURB THICKNESS T IS TO BE 5" OR AS INDICATED ON THE DRAWINGS. 1. MAINTAIN TWO FEET OF CLEARANCE FROM SUBBASE COURSE 8" MIN. 8" MIN. 8. PROVIDE 0" CURB REVEAL FOR HEADER CURB CURB AT SIDEWALK RAMPS AND 1" CURB REVEAL FOR HEADER CURB AT DRIVEWAYS. FACE OF CURB TO ANY PART OF SIGN, AS 9. ALL CURB, EXCEPT HEADER CURB USED FOR SIDEWALK ACCESS RAMPS, IS TO HAVE THE 1" RADIUS. NOTE: APPLICABLE. 10. GRADED STONE BACKING IS TO BE PLACED WHEN SIDEWALK DOES NOT ABUT CURB. 2. SEE PLANS FOR SIGN AND POST LOCATIONS. NOTES: 1. FINAL LOCATION OF BOLLARDS SHALL BE APPROVED 11. USE 5000 PSI CONCRETE FOR CONVENTIONALLY FORMED CURB. AND 5000 PSI CONCRETE FOR MACHINE FORMED CURB. BY THE OWNER OR ARCHITECT/ENGINEER. 1. FINAL LOCATION OF BOLLARDS SHALL BE APPROVED BY THE OWNER OR ARCHITECT/ENGINEER. 10 CONCRETE CURB 9 BOLLARD 8 POST MOUNT SIGN 7 BOLLARD MOUNTED SIGN C502 N.T.S. C502 N.T.S. C502 N.T.S. C502 N.T.S. INITIAL FULL DEPTH SAW CUT FINAL SAW CUT. MATCH EXISTING SEE NOTE 2 PAVEMENT. CAP SEAM WITH BITUMINOUS SEALER. (SEE NOTE 2) TOP COURSE BINDER COURSE WEST SENECA APARTMENTS SEE NOTE 2 18" SUBBASE COURSE 2544 CLINTON ST, WEST SENECA, NY 14224 EXISTING ASPHALT PAVEMENT NOTES: PAVEMENT 1. HMA ITEMS ARE BASED ON PG 64-22 BINDER, ESALs LESS THAN 30,000,000. TACK COAT IS REQUIRED BETWEEN ALL LIFTS OF ASPHALT. USE OF POLYPHOSPHORIC ACID (PPA) TO MODIFY THE BINDER 6"x6" WELDED WIRE EXISTING PROPERTIES IS PROHIBITED. THIS PROHIBITION ALSO APPLIES TO THE USE OF PPA AS A CROSS-LINKING AGENT FOR POLYMER MODIFICATION. TOP AND BOTTOM SUBBASE 8" THICK 2. BUTT JOINTS, CREATED BY A FULL-DEPTH SAWCUT, SHALL BE USED BETWEEN NEW AND EXISTING PAVEMENTS. THE ASPHALT TOP COURSE SHALL BE LAID SUCH THAT IT UNIFORMLY OVERLAPS THE 4,500 PSI CONCRETE ADJACENT COLD MAT BY 2"-3". THE THICKNESS OF THE OVERLAP MATERIAL SHALL BE 1/4 THE COMPACTED THICKNESS OF THE COURSE, SO AS TO RESULT IN A SMOOTH AND WELL-COMPACTED JOINT AFTER ROLLING. BROADCASTING OF THE OVERLAP MATERIAL ONTO THE LANE IS NOT ALLOWED. IF THE OVERLAP IS EXCESSIVE, THE EXCESS MATERIAL SHALL BE TRIMMED OFF SO THAT THE MATERIAL x x x x x x x ALONG THE JOINT IS UNIFORM. THE COARSE PARTICLES OF AGGREGATE IN THE OVERLAP MATERIAL SHALL BE REMOVED AND WASTED IF DEEMED NECESSARY BY THE INSPECTOR. \\cash.lab\P\GLOBAL\Projects\Home Leasing Services\2241067 - Affordable Housing West Seneca\06_Drawings\Civil\C500 CONSTRUCTION DETAILS.dwg x x x x x x GEOTEXTILE STABILIZATION 3. DESIGN PGB CONTENT SELECTION: THE PRODUCER SELECTS THE DESIGN PGB CONTENT THAT RESULTS IN A COMPACTED DENSITY OF 96.5% Gmm AT THE DESIGN NUMBER OF GYRATIONS (Ndesign). 12" COMPACTED FABRIC (SEE ASPHALT 1 21" 9.5 F2 TOP COURSE HMA UNDER NO CIRCUMSTANCES SHALL THE PERFORMANCE GRADED BINDER CONTENT IN THE HMA MIXTURE BE LESS THAN 5.8% FOR A 9.5 DESIGN, 5.2% FOR A 12.5 DESIGN, 4.5% FOR A 19.0 DESIGN, 4.2% SUBBASE MATERIAL NO: DATE: DESCRIPTION: PAVEMENT DETAILS) 80 SERIES COMPACTION FOR A 25.0 DESIGN, OR 3.7% FOR A 37.5 DESIGN. ALL VOLUMETRIC AND MECHANICAL PROPERTIES ARE CHECKED AT THIS PGB CONTENT TO ENSURE THAT ALL REQUIREMENTS ARE MET. NOTES: Revisions NYSDOT ITEM NO. 402.098202 WELL COMPACTED SUBGRADE 2-1/2" 19.0 F9 BINDER COURSE HMA 4. PERFORM ALL WARRANTY WORK IN ACCORDANCE WITH MATERIALS PROCEDURE (MP) 402-01, WARRANTY REQUIREMENTS FOR HOT MIX ASPHALT (HMA) TOP COURSE. 1. VERTICALLY SAW CUT ALL ASPHALT FULL DEPTH. 80 SERIES COMPACTION 2. BLOW CLEAN AND APPLY TACK COAT 0.050 GAL/SY AT ALL ASPHALT TO ASPHALT SURFACES. PROJECT NUMBER: COMPACTED NYSDOT ITEM NO. 402.198902 5. AS PER STANDARD SPECIFICATION SECTION 401-4.01 CERTIFIED PRODUCTION, PRODUCTION LESS THAN 500 TONS, AND HIGHWAY PERMIT PRODUCTION, PRODUCTION MEETING THE SPECIFICATION 3. REFER TO STANDARD DUTY PAVEMENT SECTION DETAIL FOR COURSE THICKNESS. 2241067 SUBGRADE REQUIREMENTS WILL BE ASSIGNED A QAF OF 1.00. PRODUCTION FAILING TO MEET THE SPECIFICATION REQUIREMENTS WILL BE SUBJECT TO EVALUATION ACCORDING TO SECTION 401-4.03, EVALUATION 6" 37.5 F9 BASE COURSE HMA OF SUBLOTS REPRESENTED BY 0.85 QAF. 6 CONCRETE PAD 5 STANDARD DUTY PAVEMENT JOINT DRAWN BY: 80 SERIES COMPACTION EMM / SCB NYSDOT ITEM NO. 402.378902 1 1/2" ASPHALT CONCRETE TOP COURSE C502 N.T.S. C502 N.T.S. REVIEWED BY: 2 1/2" ASPHALT CONCRETE BINDER COURSE SRV / DPB 12" SUBBASE COURSE, TYPE 2 12" STONE SUBBASE COURSE (INSTALLED IN TWO 6" LIFTS) BEVEL EDGE ISSUED FOR: NYSDOT ITEM NO. 304.12 ASPHALT EMULSION TACK 6" SITE PLAN APPROVAL COAT NYSDOT ITEM 407.01 - TACK COAT FINISH GRADE DATE: 4/20/2026 MATCH ORIGINAL RESTORE LAWN DISTURBED BY CONSTRUCTION MATCH ENDS OF TRANSITION CURB SHOULDER SLOPE AND PROVIDE NEW 6" MINIMUM DEPTH CURB TO ADJACENT CURBS (OR DRAWING NAME: MECHANICALLY SCREENED TOPSOIL CURB CURB TERMINAL FLUSH WITH GRADE - SEE PLANS) EXTEND BASE COURSE AT FREE EDGE FLUSH CURB 6" 1'-6" 6" COMPACTED SUBGRADE 1'-6" FINISHED GRADE FINISHED GRADE GEOTEXTILE STABILIZATION FABRIC, TENSAR T-130 OR APPROVED EQUAL CONSTRUCTION DETAILS 1'-0" NOTES: RESTORE LAWN DISTURBED BY 6'-0" UNLESS 6'-0" CONSTRUCTION AND PROVIDE NEW COMPACTED 1. PROVIDE ADDITIONAL SUBBASE MATERIAL WHERE FILL IS REQUIRED TO OBTAIN PROPER 6" MINIMUM DEPTH MECHANICALLY OTHERWISE NOTED SUBGRADE SUBGRADE ELEVATION, OR TO REPLACE UNSUITABLE SUBGRADE MATERIAL. SCREENED TOPSOIL 4 PAVEMENT SECTION WITHIN R.O.W. 3 ASPHALT PAVEMENT SECTION 2 CURB TERMINAL 1 CURB TRANSITION DRAWING NUMBER: C502 N.T.S. C502 N.T.S. C502 N.T.S. C502 N.T.S. 4/20/2026 1:17:48 PM C502 Page 58 of 359