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Home My WebLink AboutSP-23-018 - Plans - Record - 1241 Williston Road317 317 317316n/f MCDONALDS USA LLC n/f ROOSTERTAIL INC n/f FARMOORE LLC n/f WILLIAM & LEE INC LEE R BISSONETTE n/f SOUTH BURLINGTON SCHOOL DISTRICT WILLI S T O N R O A D EXISTING SIGN AND METAL GUARD EXISTING ENTRANCE TO REMAIN EXISTING ENTRANCE TO REMAIN OE OE OE OE OE OE OE OE OE OE OE BUILDING BUILDING BUILDING OEOESOLID WASTE ENCLOSURE PER DETAIL C2.0 7 3 5 EMPLOYEE PARKING 5 SPACES9'TYP18' TYP 8'8' CUSTOMER PARKING 11 SPACES, INCLUDING 1 ACCESSIBLE SPACE EXISTING RAMP ACCESSIBLE PARKING SIGN BICYCLE RACKS (INVERTED U) ONE RACK TO BE INSTALLED AND SECOND FUTURE RACK IS SHOWN FOR CAPACITY COMPLIANCE NEW CONC. WALKWAY (MATCH EX. WIDTH AT FRONT OF BUILDING SNOW STORAGE AREA POTENTIAL SNOW STORAGE AREA RAMP AT NEW SIDEWALK WIDEN EX. SIDEWALK TO 6' W/ 2 BOLLARDS 6' APART 14'± DSM DSM MAB 1" = 20' 22148 C1.0 AUGUST 2022 LOCATION MAP 1" = 2000' FARRINGTON CONSTRUCTION 4724 SPEAR STREET SHELBURNE, VERMONT 05482 PROPOSED LITTLE CAESARS RESTAURANT OVERALL CONDITIONS PLANSOUTH B URLIN GT O N BURLI N GT O N PROJECT LOCATION A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 01/20/23 DSM REVISED PARKING PER CITY COMMENTS 1241 WILLISTON RD SOUTH BURLINGTON, VT 89 116 2 LEGEND OE EXISTING CONTOUR EXISTING CURB EXISTING FENCE EXISTING PAVEMENT EXISTING OVERHEAD ELECTRIC/UTILITIES EXISTING UTILITY POLE APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE EXISTING GUY WIRE/POLE EXISTING DECIDUOUS TREE NOTES 1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. 2.PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 3.CONTOUR INFORMATION IS BASED UPON LiDAR DATA FROM VERMONT CENTER FOR GEOGRAPHIC INFORMATION STATE WIDE 1' CONTOURS. HORIZONTAL AND VERTICAL DATUM BASED ON VCS NAD 83 AND NAVD 88. ALL OTHER SITE INFORMATION IS BASED UPON ORTHOMETRIC PHOTOGRAPHY. PARCEL:22,170 S.F. EXISTING PROPOSED BUILDING COVERAGE: 2,510 S.F.± 2,510 S.F.± LOT COVERAGE:17,150 S.F.±17,395 S.F.±P:\AutoCADD Projects\2022\22148-Farrington\1-CADD Files-22148\dwg\22148-Site.dwg, 3/28/2023 3:34:26 PM, DWG To PDF.pc3 AS SHOWN C2.0 -- DETAILS A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com REVISED 8/9/2015M-015aM-015a Bike rackOR APPROVED EQUAL 22"1 7/8"36"N.T.S. BIKE RACK (PARK-IT BIKE RACKS) NOTE: BIKE RACKS SHALL BE SURFACE MOUNTED PER MANUFACTURERS SPECIFICATIONS REVISED 10/21/2019M-015bM-015b BIKE RACK (PLAN VIEW)24" MIN.30" MIN.72"N.T.S. BIKE RACK (PLAN VIEW) CONC. SIDEWALK SEE BIKE RACK DETAIL 22148 PROPOSED LITTLE CAESARS RESTAURANT 1241 WILLISTON RD SOUTH BURLINGTON, VT DSM DSM MAB FARRINGTON CONSTRUCTION 4724 SPEAR STREET SHELBURNE, VERMONT 05482 BUILDING FACENOTES: 1.SIDEWALK JOINTS: - CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAVING AND AT LOCATIONS WHERE PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVING TERMINATES AT ISOLATION JOINTS. - ISOLATION JOINTS: FORM ISOLATION JOINTS OF PREFORMED JOINT-FILLER STRIPS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, OTHER FIXED OBJECTS, AND WHERE INDICATED. - CONTRACTION JOINTS: FORM WEAKENED-PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. TYPICAL JOINT SPACING IS 5 FEET BUT MAY BE INDICATED DIFFERENTLY ON PLANS FOR WIDER SIDEWALKS OR PLAZA AREAS. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF THE CONCRETE THICKNESS, CONTRACTION JOINTS MAY BE EITHER GROOVED or SAWED JOINTS. 2.NO DEICER SHALL BE APPLIED TO SIDEWALK UNTIL AT LEAST 30 DAYS OF AIR DRYING TIME HAS OCCURRED. 3.LIQUID MEMBRANE-FORMING CURING AND SEALING COMPOUNDS SHALL MEET ASTM C309 or C1315. SEALERS SHALL BE BASED ON SILANE OR SILOXANE TECHNOLOGY FOR BEST SALT AND WATER REPELLENCY FOR CONCRETE PAVEMENTS. TWO COATS SHALL BE APPLIED AT RIGHT ANGLES FOR EVEN COVERAGE. INSTALL IN CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS. 4.INSTALL POLYURETHANE ELASTOMERIC SEALANT AT ALL SAWED JOINTS. N.T.S. CONCRETE SIDEWALK DETAIL S-002S-002 Conc Walk6"6" SIDEWALK WIDTH AS SHOWN ON PLANS 8" COMPACTED CRUSHED GRAVEL (704.05 FINE) 5" THICK CONCRETE SIDEWALK (8" THICK AT DRIVEWAY CROSSINGS) UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL REVISED 7/01/2019 4" MINIMUM TOPSOIL, SEED AND MULCH ALL SIDESLOPE - USE EROSION MATTING (WHEN REQUIRED) TO ESTABLISH VEGETATION N.T.S. CURB w/SIDEWALK DETAIL REVISED 10/07/2015S-001 (SIMILAR WITH OUT SIDEWALK)S-001 CurbCRUSHED GRAVEL (FINE) DENSE GRADED SUB-BASE MATERIAL NOTES: 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 18" JOINT BETWEEN SECTIONS. 2.CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (12" SPONGE RUBBER OR CORK). 3.ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. 6"5"6"6"9"6"18"CONCRETE OR BRICK PAVERS12" R. TOP COURSE BITUMINOUS CONCRETE PAVEMENT BASE COURSE BITUMINOUS CONCRETE PAVEMENT PROVIDE 12" MIN. SUBBASE MATERIAL BEHIND CURB AND TO WITHIN 6" OF FINISHED GRADE FOR GRASSED SURFACES LIMITS OF SUBBASE FOR CURB W/OUT SIDEWALK CONCRETE CURB N.T.S. LINE STRIPING DETAIL S-015S-015 Parking Space Striping5'*8' 18'4" WHITE PAINTED MARKINGS 9' 18' CURBING AND/OR EDGE OF PAVEMENT ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SPACESTANDARD PARKING SPACE 2' ON CENTER TRAFFIC MARKING PAINT TO BE READY-MIXED TRAFFIC PAINT SUITABLE FOR MARKING ON EITHER BITUMINOUS OR PORTLAND CEMENT CONCRETE PAVEMENT. READY-MIXED LOW VOC TRAFFIC PAINT SHALL CONSIST OF 100% ACRYLIC TYPE, FAST DRYING TRAFFIC PAINT. REVISED 2/27/2020 *8' FOR VAN ACCESSIBLE SPACE (UNLESS OTHERWISE NOTED ON PLANS) CENTER POINT FOR MARKING N.T.S. ACCESSIBLE PARKING MARKING DETAIL REVISED 2/27/2020S-015a 3'-0"S-015a HC Pave Marking3'-6" PAVEMENT MARKINGS TO MEET STATE STANDARDS E-191NOTE: 4" WHITE BORDER BLUE FIELD WHITE PAINTED ADA SYMBOL 2" HIGH LETTERS (TYP.) N.T.S. ACCESSIBLE PARKING SIGN DETAIL REVISED 2/27/2020S-015b 12"S-015b HC SignPARKING RESERVED SIGN SHALL BE POSTED AT THE HEAD OF EACH ACCESSIBLE SPACE. MOUNTING HEIGHT IS 60" MINIMUM TO BOTTOM OF SIGN.18"COLOR:LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE MATERIAL:AS PER VAOT STANDARD E-143M POST:2" (14 ga.) SQUARE STEEL SIGN POST INSTALL IN ACCORDANCE w/VAOT STANDARD E-164 6"6"ACCESSIBLE VANIF APPLICABLE REVISED 09/07/2020M-010DET-010 DUMPSTERDUMPSTER ENCLOSURE N.T.S. PLANFRONT ELEVATION 18'-0" 17'-0" OPENING 9'-0"4'-6"10'-0" CONC. SLAB3'-0"4'-0"4'-0"4'-0"3'-0" 9'-0"9'-0" 6" BOLLARD (TYP.)4"x6" P.T. POST (TYP.) 19'-0" CONC. SLAB 4"x6" P.T. POST (TYP.) FLUSH BOLTSBAR LATCH & BRACKETS W. PAD LOCK @ TOP LATCH4'-6"6"6"6'-0"HEAVY DUTY TEE HINGE, STANLEY #CD1291 OR APPROVED EQUAL SCREEN BOARD OR CHAIN LINK FENCE WITH SCREENING SLATS 6" CRUSHED GRAVEL AT BOTTOM OF POST CONCRETE FILL AROUND POST 6" CONCRETE PAD 8" CRUSHED GRAVEL 12" GALV. CARRIAGE BOLTS OR 3 4"x412" LONG GALV. LAG BOLTS 2"x6" P.T. GIRTS (TYP.) CONFIRM AND COORDINATE FENCE AND GATE REQUIREMENTS WITH FENCE MANUFACTURER. DETAIL REFLECTS MINIMUM REQUIREMENTS FOR WOOD ENCLOSURE FENCE. N.T.S. BOLLARD DETAIL S-011S-011 BollardCONCRETE FILLED (ROUNDED TOP) 18" Ø CONCRETE FILLED SONO TUBE, 6"Ø STEEL PIPE (STANDARD / SHOP PRIMED) PAVED 18"5'-0"3'-0"REVISED 05/08/2015 PROVIDE YELLOW GRAINGER BOLLARD COVER or APPROVED EQUAL (CONFIRM COLOR SELECTION WITH ARCHITECT OR OWNER) UNPAVED P:\AutoCADD Projects\2022\22148-Farrington\1-CADD Files-22148\dwg\22148-Site.dwg, 3/28/2023 12:32:30 PM, DWG To PDF.pc3