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12" X 18" RED ON WHITE (M.U.T.C.D. SIGN NO. R7-1), PAVEMENT WIDTH VARIES SEE SITE PLAN 7' ABOVE GRADE, MOUNT ON 2"Ø PIPE TRAFFIC YELLOW 4" WIDE NEW CONCRETE (MIN. 3,500 PSI) PAINTED LINE (TYP) EDGE OF PVMT. 1.5" ASPHALT TOP COURSE, TYPE 7 NO FACING PARKING AISLE (MAY BE BUILDING SIDEWALK - 4" MIN. THK. (N.Y.S.D.O.T. ITEM 403.18) PARKING MOUNTED, SEE SITE PLAN) FOR INSTALLATION IN 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 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. DRIVEWAY - 6" MIN THK. W/W.W.F.6X6/10X10 ANY PAVEMENT, SEE HANDICAPPED PARKING SIGN DETAIL. EXPANSION JOINT 2.5" ASPHALT BINDER COURSE, TYPE 3 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 TIME Greensboro 1/2" RECESS GRASS AREA (N.Y.S.D.O.T. ITEM 403.13) SEE PLAN SLOPE 8" SUBBASE COURSE MATERIAL, TYPE 1 NO PARKING SIGN (SEE DETAIL), LOCATE EXISTING SIDEWALK CURB LANDSCAPED AREA AS SHOWN ON SITE PLAN 1/4" / FT. (N.Y.S.D.O.T. ITEM 304.02) HANDICAPPED PARKING PAVEMENT 9'-0" 9'-0" 9'-0" 9'-0" SIGN (SEE DETAIL) 19' EDGE OF PAVEMENT EDGE OF PVMT. 19' NONWOVEN GEOTEXTILE FABRIC MIRAFI 600X OR APPROVED EQUAL (IF FORM SUBBASE WARRANTED BY SITE CONDITIONS STONE SUBBASE MATERIAL TYPE 2 (N.Y.S.D.O.T. ITEM DURING CONSTRUCTION) Utica CROSS SECTION TRAFFIC YELLOW 4" WIDE 19'-0' (TYP) 304.12) MIN. 4" THICK (SIDEWALK) GRADED AND COMPACTED PAVEMENT SUBGRADE PAINTED LINE (TYP) SEE PLAN 9'-0" 9'-0" MIN. 9'-0" MIN. 6" THICK (DRIVEWAY) NOTE: CONSTRUCTION METHODS FOR ASPHALT PAVEMENT SHALL NOTES: CONFORM TO NYSDOT STANDARD SPECIFICATION 401-3, WITH INTERNATIONAL 1. CONTROL JOINTS TO BE AT 5'-0" O.C., BOTH WAYS WHERE APPLICABLE. SEE SPECIFICATIONS FOR FURTHER JOINT HANDICAP SYMBOL - 5A Buffalo SUBBASE CONSTRUCTION METHODS CONFORMING TO NYSDOT REQUIREMENTS NYSDOT 702-0700. 90° PARKING STALL LAYOUT - 2 STANDARD SPECIFICATION 304-3. 24" (TYP) 2. CONCRETE SIDEWALK AND DRIVEWAY MATERIAL SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 501 AND 2'-0" (TYP) 45° (TYP) CONSTRUCTION METHODS SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 608-3. STANDARD DUTY ASPHALT SECTION - 4A 3. SUBBASE GRADE SHALL FOLLOW THE PROPOSED GRADE OF THE SIDEWALK AND SLOPE AWAY FROM BUILDING WHERE APPLICABLE, PROVIDE CONTINUOUS STONE PATH TO CURB UNDERDRAIN WHERE PROVIDED. HANDICAPPED PAVEMENT MARKINGS & SIGNAGE - 5 4. FULL DEPTH EXPANSION JOINTS SHALL BE INSTALLED EVERY 20' O.C., BOTHWAYS WHERE APPLICABLE. SEE SPECIFICATIONS FOR FURTHER JOINT REQUIREMENTS NYSDOT 702-0700. SEE TRAFFIC REFLECTIVE PLAN 5. SEE CURB DETAIL FOR DOWLING REQUIREMENTS WHERE ABUTTING CURB. WHITE PAINT 2'-0" PAVEMENT WIDTH VARIES SEE SITE PLAN WHITE REFLECTIVE STOP SIGN - M.U.T.C.D. SIGN NO. R1-1 PAINT 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 6" CONCRETE SLAB (MIN. 4,000 PSI) SHALL EXTEND 18" EITHER SIDE OF ENTRANCE. 4'-0" CONTROL JOINTS @ 10' O.C. BOTH WAYS. SEAL ALL JOINTS 1'-6" 2'-0" WITH ASPHALT CEMENT, NYSDOT SPECIFICATIONS 702-0700 CENTER LINE TWO LANE PAVEMENT SAFETY BLUE Multifamily Development 7. INSTALL 1/2" PREMOLDED EXPANSION JOINT WITH BACKER ROD & SEALANT WHERE SIDEWALK ABUTS BUILDING OR OTHER STOP BAR BACKGROUND STRUCTURE. STOP 6"x6" 10/10 WELDED WIRE FABRIC (3" BELOW TOP OF SLAB) 8'-0" X X X X X X X 42" FACE OF CURB OR 5" SUBBASE COURSE CONCRETE SIDEWALK - 1 EDGE OF PAVEMENT, SEE PLAN MATERIAL, TYPE 1 (NYSDOT ITEM 304.02) 51/2" 1'-8" GRADED AND COMPACTED PAVEMENT SUBGRADE (TYP) 8'-5" CENTERED IN LANE NOTE: CONCRETE PAVEMENT MATERIAL SHALL CONFORM TO NYSDOT SEE PLAN STANDARD SPECIFICATION 501 AND CONSTRUCTION METHODS SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 502-3. 42" STOP BAR DETAIL - 3 EXTERIOR CONCRETE SYMBOL TO BE CENTERED IN PARKING SPACE SLAB-ON-GRADE SECTION - 4B 1425 & 1475 Orchard Park Rd INTERNATIONAL HANDICAP 12'-0" CENTER TO CENTER SYMBOL - 5A 6'-0" 4" DIAMETER GALVANIZED STEEL GATE POST (TYP. 3" DIAMETER GALVANIZED STEEL TYP. EACH SIDE) POST (TYP.) © CARMINA WOOD DESIGN 1' x 1' CHAMFER (TYP. EACH SIDE) 24'-0" West Seneca, NY FENCE GATE POST 4"Ø STANDARD WEIGHT, HANDICAPPED PARKING SIGN CENTER TO CENTER M.U.T.C.D. SIGN NO. P4-6C SCH. 40, HOT DIPPED GALVANIZED W/ MIN. TYP. 6'-0" 1.8 OZ/SF OF ZINC (TYP.) 11'-0" RESERVED EDGE OF CONCRETE OPENING - FACE TO FACE PARKING DOUBLE GATE LATCH 4" FENCE GATE POST (TYP.) CENTER TO CENTER 24'-0" DUMPSTER ON CONC. PAD, DOUBLE GATE - CHAIN LINK FENCE SEE SITE PLAN W/VINYL SCREENING STRIPS AND DROP ROD 2" SQR. GALVANIZED PUNCH TUBE 6'-0" 7'-0" Date SLEEVE FOR 3/4" DROP ROD, AT GRADE WITH CONCRETE, 1 1/2" RECESS PROVIDE 1 FOR EACH SIDE OF GATE (TYP. BOTH SIDES) GRADE DOUBLE GATE - CHAIN LINK FENCE W/VINYL SCREENING STRIPS AND DROP ROD (120° SWING 6" 6" MIN.) DROP ROD 9" 9" TOP OF CONCRETE (TYP. OF 2) 3'-6" MIN. GATE FRAME CHAIN LINK FENCE GATE NOTES: 6' HIGH BOARD ALL WELDED JOINTS TO 3,500 PSI CONCRETE 6" Ø PIPE BOLLARD SET IN CONCRETE 3' BELOW GRADE, EXTEND FENCE, SEE DETAIL MAKE SOLID FRAME 1. GATE POST FOOTINGS TO BE MIN. 36" DEEP x (4x) POST DIAMETER, EXTEND POST TO WITHIN 6" OF BOTTOM. 1'-6" DIA. CONCRETE BASE No. Description 4' ABOVE GRADE, FILL W/CONCRETE, PAINT OSHA YELLOW (TYP. OF 6) 3' WIDE CHAIN LINK FENCE GATE & FRAME WITH VINYL SCREENING STRIPS, 2. GATE FRAMES TO BE 2" SQ. GALVANIZED STEEL, WEIGHING 2.60 LB/FT IN ACCORDANCE WITH ASTM F 900. REVISIONS: 5' WIDE SIDEWALK TO GATE TO HAVE LATCHING MECHANISM TO KEEP CLOSED WHEN NOT BEING FRONT VIEW PLAN VIEW ACCESS GATE, EXTEND TO 3. CHAIN LINK FENCE FABRIC SHALL BE 2" MESH, 9 GAUGE, ZINC COATED STEEL CORE WIRE. INSTALL MESH WITH HOOK BOLTS ACCESSED 2" 1'-6" ASPHALT DRIVE AND TENSION BARS ON ALL 4 SIDES, ATTACH AT 15" MAX. 4. DOUBLE GATE LATCH TO BE FORKED TYPE CAPABLE OF RETAINING GATE IN CLOSED POSITION AND HAVE PROVISION FOR PAD NOTES: DUMPSTER ENCLOSURE - 8 LOCK. LATCH SHALL BE OPERABLE FROM EITHER SIDE OF GATE. 1. HANDICAPPED PARKING SIGN SHALL CONFORM WITH CURRENT STATE AND LOCAL CODES AND REGULATIONS. 5. ALL HARDWARE TO BE HOT DIPPED GALVANIZED STEEL TO SUIT GATE SIZE. HANDICAP PARKING SIGNS - 6 INSTALLED IN GRASS/LANDSCAPED AREA A FIXTURE FURNISHED, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. 1" X 6" BOARD 1" TYP. 2" X 6" TOP RAILS ELECTRICAL CONTRACTOR FURNISHED POLE 8" 3-20# NAILS ATTACHED 4"x6" GASKET HAND HOLE 13" x 5/8 " GALVANIZED CARRIAGE BOLT, TO RAIL POST (EACH SIDE) ELECT. CONTRACTOR TO WASHER & NUT COUNTERSUNK (TYP.) CONNECT OR CADWELD FURNISHED AND INSTALL IN-LINE PRESSURE TREATED PINE GROUND WIRE TO BALLAST FUSES IN BUSSMANN LENGTHS: INTERMEDIATE 5'-6" (6' HIGH FENCE) 3" Ø GALVANIZED STEEL POST, 8" "TRON" WEATHERPROOF FUSE SPANS - 8'-0", END 8'-0" O.C. 12' LONG (8' HIGH FENCE) 1"x45° CHAMFER SPANS - 8'-3" 8'-0" O.C. 10' LONG (6' HIGH FENCE) HOLDERS #HEB-AD WITH #KTK ROUND FORMED CONCRETE FUSES (SIZE AS REQUIRED) BASE 30" DIAMETER 6'-0" 4 - 40"x1"Ø ANCHOR BOLTS 8'-0" O.C. (TYP.) 2" X 6" CENTER RAILS #3 REINFORCING TIES 12" ON CENTER 4" SEE NOTE 1" 3" 1" 5" 2" X 6" BOTTOM RAILS FINISHED GRADE 10" #6 BARE GROUND WIRE 12" DIA. HOLE, FILL WITH 3,000 PSI CADWELD CONNECTION DRAWING NAME: 3'-0" MIN. (BOTH ENDS) 6'-6" MIN. 2'-6" CONC. 8'-0" MIN. AND DOWN 3/4 "x10" COPPER WELD 3" x 10" ROUGH SAWN Site Details 6" GRADE TO SOLID BEARING GROUND ROD (LIGHTING FACE ALL SIDES GRADE PROTECTION) CARLON PLASTIC CONDUIT 2'-0" GRAVEL FILL GALVANIZED STEEL TO CARLON 4'-0" MIN. 3" COVER CONDUIT CONNECTOR END POST 4'-0" NOTES: GALVANIZED CONDUIT "ELL" 6" 1. ALL WOODEN FENCE MATERIAL TO BE PRESSURE TREATED PINE. 2. CENTER, BOTTOM AND TOP RAILS TO BE FASTENED TO 3" Ø GALVANIZED 4 - #8 VERTICAL INTERMEDIATE POST STEEL FENCE POSTS USING SIMPSON PIPE GRIP TIES OR EQUAL. ALL REINF. BARS ALL CONCRETE WORK AND Date: 5/22/26 6" HARDWARE TO BE GALVANIZED. REINFORCING SHALL BE 24" DIA. 3. ATTACH EACH 1" X 6" BOARD TO RAILS USING (3) GALVANIZED NAILS AT BY SITE CONTRACTOR CONCRETE 3,000 PSI CONCRETE Drawn By: A. Pandolfe EACH RAIL LOCATION. BASE 1-6" DIA. 8" x 8" ACTUAL POSTS ROUGH FOUNDATION (TYP.) Scale: As Noted 4. WOOD POSTS CAN BE SUBSTITUTED FOR STEEL. NOTES: SAWN FACE ALL SIDES, 1" 1. FOR LOCATIONS OF FOUNDATIONS SEE SITE PLAN CHAMFER TOP AND SIDES, DRAWING NO. 2. FOR LIGHT FIXTURE ORDERING INFORMATION SEE SITE LIGHTING PLAN PRESSURE TREATED PINE SECTION A-A C-103 3. LIGHT POLE BASE EXPOSURE ABOVE GRADE SHALL BE: A IN CURBED ISLANDS: 6" ABOVE TOP OF CURB ELEVATION IN PAVEMENT: 3' ABOVE GRADE DECORATIVE WOODEN GUIDE RAIL - 9 IN NON-CURBED GRASS AREAS: 6" ABOVE GRADE BOARD ON BOARD FENCE - FOR DUMPSTER ENCLOSURE LIGHT POLE FOUNDATION - 7 Project No: 23-4121 Page 450 of 849