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NEW CONCRETE (MIN. 3,500 PSI) 12" #3 DOWEL @ 24" O.C., SIDEWALK - 4" MIN. THK. LOCATE AT MID-POINT OF DRIVEWAY - 6" MIN THK. W/W.W.F.6X6/10X10 EXPANSION JOINT sections 7209N and 7301 of the New York State Education Law for any person, unless acting under the direction of a registered architect, licensed engineer or land surveyor FINISH GRADE 1" BELOW TOP OF CURB IN ALL LAWN to alter this drawing. If altered such R.A., P.E. or L.L.S. shall affix his or her seal, signature, the date,the notation "Altered By" and a specific description of the alteration. DEPTH OF SIDEWALK, EMBED 4" 1/2" RECESS All Rights Reserved. Reuse of these documents without the expressed written permission of CARMINAWOOD DESIGN is prohibited. WARNING it is a violation of article 145 6" INTO CURB 6" AREAS. TOP OF SOD TO BE FLUSH WITH TOP OF CURB GRASS AREA Greensboro 1" 5" 1" 5" AS SHOWN EXISTING SIDEWALK SLOPE SIDEWALK, SEE DETAIL 1/4" / FT. CURB 1" RADIUS 1" RADIUS SOD PAVEMENT WIDTH VARIES SEE SITE PLAN PAVING AS PAVING AS PAVEMENT 6" 6" SPECIFIED SPECIFIED 4" LAYER TOPSOIL 1.5" ASPHALT TOP COURSE, TYPE 7 SIDEWALK SUBBASE (N.Y.S.D.O.T. ITEM 403.18) 1'-6" 1'-6" TRAFFIC YELLOW 4" WIDE CONCRETE CURB OR 1'-0" 1'-0" TACK COAT PRIOR TO 2.5" ASPHALT BINDER COURSE, TYPE 3 PAINTED LINE (TYP) EDGE OF PVMT., SEE PLAN TACK COAT PRIOR TO FORM SUBBASE (N.Y.S.D.O.T. ITEM 403.13) PAVING PAVING STONE SUBBASE MATERIAL TYPE 2 (N.Y.S.D.O.T. ITEM CROSS SECTION 304.12) 8" SUBBASE COURSE MATERIAL, TYPE 1 3,500 PSI CONCRETE 3,500 PSI CONCRETE (N.Y.S.D.O.T. ITEM 304.02) Utica PAVEMENT ELEVATION & DIMENSION REFER PAVEMENT ELEVATION & DIMENSION REFER MIN. 4" THICK (SIDEWALK) SEE PLAN TO THIS POINT TO THIS POINT MIN. 6" THICK (DRIVEWAY) LANDSCAPED AREA NOTES: MIN 6" STONE MATERIAL UNDER CURB TYPE 2 MIN 6" STONE MATERIAL UNDER CURB TYPE 2 1. CONTROL JOINTS TO BE AT 5'-0" O.C., BOTH WAYS WHERE APPLICABLE. SEE SPECIFICATIONS FOR FURTHER JOINT NONWOVEN GEOTEXTILE FABRIC (N.Y.S.D.O.T. ITEM 304.03) (N.Y.S.D.O.T. ITEM 304.03) 9'-0" 9'-0" 9'-0" 9'-0" 18' REQUIREMENTS NYSDOT 702-0700. MIRAFI 600X OR APPROVED EQUAL (IF Buffalo WARRANTED BY SITE CONDITIONS CONCRETE CURB (TYP.) 18' ABUTTING SIDEWALK ABUTTING LANDSCAPE/GRASS 2. CONCRETE SIDEWALK AND DRIVEWAY MATERIAL SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 501 AND DURING CONSTRUCTION) CONSTRUCTION METHODS SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 608-3. GRADED AND COMPACTED PAVEMENT SUBGRADE NOTES: 1. CONTROL JOINTS TO BE 2" DEEP AT 15'-0" O.C. - SEE SPECIFICATIONS FOR FURTHER JOINT REQUIREMENTS NYSDOT 702-0700. 3. SUBBASE GRADE SHALL FOLLOW THE PROPOSED GRADE OF THE SIDEWALK AND SLOPE AWAY FROM BUILDING WHERE NOTE: CONSTRUCTION METHODS FOR ASPHALT PAVEMENT SHALL 2. WHERE THE CURB DROPS (IS FLUSH WITH ASPHALT) THE DEPTH OF CURB BELOW GRADE SHALL BE INCREASED TO 1'-6" AND APPLICABLE, PROVIDE CONTINUOUS STONE PATH TO CURB UNDERDRAIN WHERE PROVIDED. CONFORM TO NYSDOT STANDARD SPECIFICATION 401-3, WITH SEE PLAN OTHER DIMENSIONS ADJUSTED ACCORDINGLY. SUBBASE CONSTRUCTION METHODS CONFORMING TO NYSDOT 4. FULL DEPTH EXPANSION JOINTS SHALL BE INSTALLED EVERY 20' O.C., BOTHWAYS WHERE APPLICABLE. SEE STANDARD SPECIFICATION 304-3. SPECIFICATIONS FOR FURTHER JOINT REQUIREMENTS NYSDOT 702-0700. TYPE "A" CONCRETE CURB - 1 5. SEE CURB DETAIL FOR DOWLING REQUIREMENTS WHERE ABUTTING CURB. STANDARD DUTY ASPHALT SECTION - 3 90° PARKING STALL LAYOUT - 4 6. INSTALL 6" LONG #3 DOWELS @ 12" O.C. WHERE SIDEWALK ABUTS A BUILDING WALL AT AN ENTRANCE, THICKEN SIDEWALK TO 6" AT BUILDING WALL AND INSTALL DOWEL CENTERED IN THE 6" DEPTH. DOWELS AND THICKENING OF SIDEWALK SHALL EXTEND 18" EITHER SIDE OF ENTRANCE. 7. INSTALL 1/2" PREMOLDED EXPANSION JOINT WITH BACKER ROD & SEALANT WHERE SIDEWALK ABUTS BUILDING OR OTHER STRUCTURE. CONCRETE SIDEWALK - 2 50% - 65% of HANDICAPPED PARKING SIGN 17' base dia. M.U.T.C.D. SIGN NO. P4-6C 6' 5' 6' RESERVED EL. 100.00 PARKING Proposed Bank EL. 100.00 EL. 99.50 (BLDG. WALL) OR EL. 99.50 0.2" 0.9" WHITE REFLECTIVE BACKFILL, TOPSOIL 12" X 18" RED ON WHITE (M.U.T.C.D. SIGN NO. R7-1), PAINT & SEED 7' ABOVE GRADE, MOUNT ON 2"Ø PIPE DOME SECTION NO FACING PARKING AISLE (MAY BE BUILDING PARKING MOUNTED, SEE SITE PLAN) FOR INSTALLATION IN SEE PLAN PAVEMENT, SEE HANDICAPPED PARKING SIGN DETAIL. SAFETY BLUE 1:12 1:12 ANY BACKGROUND (6" WIDE CURB) 2.35" 1" TIME SLOPE SLOPE typ. dome (typ.) © CARMINA WOOD DESIGN 2.35" West Seneca, NY 1465 Union Road NO PARKING SIGN (SEE DETAIL), LOCATE 42" TC 99.90 AS SHOWN ON SITE PLAN 2" SQR. GALVANIZED PUNCH TUBE BC 99.40 TC 99.90 CONCRETE CURB OR EDGE BC 99.40 2' HANDICAPPED PARKING 7'-0" OF PAVEMENT (SEE PLAN) SIGN (SEE DETAIL) TC 99.40 BC 99.35 TC 99.40 typ. 1" BC 99.35 DOME SPACING TRAFFIC YELLOW 4" WIDE GRADE 18'-0' (TYP) TACTILE WARNING FIELD, COLOR TO PAINTED LINE (TYP) 42" CONTRAST WITH RAMP MATERIAL NOTE: TACTILE WARNING 9'-0" 9'-0" MIN. 9'-0" 6" DEVICES SHALL BE PER ICC/ANSI 9" 9" TOP OF CONCRETE A117.1-1998, SECTION 705.3.1.2 INTERNATIONAL SYMBOL TO BE CENTERED IN PARKING SPACE 3'-6" MIN. OR CURRENT UPDATE HANDICAP SYMBOL - 5A 3,500 PSI CONCRETE 24" (TYP) INTERNATIONAL HANDICAP 1'-6" DIA. CONCRETE BASE NOTE: ELEVATIONS & DIMENSIONS SHOWN ARE TO ILLUSTRATE GRADE 2'-0" (TYP) 45° (TYP) CHANGE ONLY, SEE SITE & GRADING PLAN SYMBOL - 5A FOR ACTUAL DATUM & DIMENSIONS Date HANDICAPPED PAVEMENT MARKINGS & SIGNAGE - 5 2" 1'-6" NOTES: HANDICAPPED PAVEMENT RAMP - 7 1. HANDICAPPED PARKING SIGN SHALL CONFORM WITH CURRENT STATE AND LOCAL CODES AND REGULATIONS. HANDICAP PARKING SIGNS - 6 INSTALLED IN GRASS/LANDSCAPED AREA No. Description REVISIONS: FIXTURE FURNISHED, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. ARY CTION ELECTRICAL CONTRACTOR FURNISHED POLE 4"x6" GASKET HAND HOLE ELECT. CONTRACTOR TO CONNECT OR CADWELD FURNISHED AND INSTALL IN-LINE GROUND WIRE TO ROUND OFF CONCRETE FILL CONSTRU BALLAST FUSES IN BUSSMANN PRELIMIN 1"x45° CHAMFER "TRON" WEATHERPROOF FUSE HOLDERS #HEB-AD WITH #KTK 1" FUSES (SIZE AS REQUIRED) SEE ROUND FORMED CONCRETE PLAN 6" DIA. SCH. 40 STEEL PIPE 4 - 40"x1"Ø ANCHOR BOLTS TRAFFIC REFLECTIVE FILL W/CONC. - PAINT BASE 30" DIAMETER 2'-0" WHITE PAINT 2'-0" #3 REINFORCING TIES SAFETY YELLOW TYP. STOP SIGN - M.U.T.C.D. SIGN NO. R1-1 12" ON CENTER NOT FOR SEE NOTE FINISHED GRADE TYP. (1) WRAP 30 ROOFING 4'-6" 4'-0" 2'-0" #6 BARE GROUND WIRE 1'-6" 2'-0" FELT FOR DEPTH OF 5'-0" CENTER LINE TWO LANE PAVEMENT 1'R STOP BAR PAVEMENT SECTION CADWELD CONNECTION STOP 4'-0" 3'-0" MIN. (BOTH ENDS) 3'R PAVEMENT 8'-0" 8'-0" MIN. AND DOWN 3/4 "x10" COPPER WELD TO SOLID BEARING GROUND ROD (LIGHTING SUBBASE COURSE PROTECTION) 5'-0" 4'-0" FACE OF CURB OR 1'-0" EDGE OF PAVEMENT, CARLON PLASTIC CONDUIT TYP. SEE PLAN 4'-0" MIN. 3" COVER GALVANIZED STEEL TO CARLON CONDUIT CONNECTOR SUBGRADE 51/2" 1'-8" GALVANIZED CONDUIT "ELL" (TYP) 4 - #8 VERTICAL PAINTED TRAFFIC ARROWS - 9 8'-5" CENTERED IN LANE DRAWING NAME: REINF. BARS EACH WAY THROUGH PIPE ALL CONCRETE WORK AND SEE PLAN MIN. 3,500 PSI CONCRETE 2" REINFORCING SHALL BE BY SITE CONTRACTOR 24" DIA. Site Details CONCRETE BASE STOP BAR DETAIL - 10 9" 9" NOTES: 1. FOR LOCATIONS OF FOUNDATIONS SEE SITE PLAN 2. FOR LIGHT FIXTURE ORDERING INFORMATION SEE SITE LIGHTING PLAN PIPE BOLLARD - 11 3. LIGHT POLE BASE EXPOSURE ABOVE GRADE SHALL BE: IN CURBED ISLANDS: 6" ABOVE TOP OF CURB ELEVATION IN PAVEMENT: 3' ABOVE GRADE IN NON-CURBED GRASS AREAS: 6" ABOVE GRADE Date: 1/20/26 Drawn By: A. Pandolfe LIGHT POLE Scale: As Noted FOUNDATION - 8 DRAWING NO. C-101 Project No: 25-4181 Page 7 of 65