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HomeMy WebLinkAboutJ - 14 Aquifer Protection Permit - Pall CorporationCopyright © PROJECT LOCATIONS MAP CIVIL SHEET NO. SHEET NAME DRAWING LIST G-001 G-001 TITLE SHEET C-002 EXISTING CONDITIONS PLAN C-101 SITE PLAN PROJECT LOCATION C-001 GENERAL NOTES, ABBREVIATIONS, AND LEGEND CONTRACT DRAWING FOR THE CONSTRUCTION PROJECT SNOW DESIGN PALL CORPORATION 3643 WEST ROAD CORTLAND, NEW YORK 13045 SEPTEMBER 19, 2023 NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW TO THE BEST OF OUR KNOWLEDGE, INFORMATION AND BELIEF THE PLANS AND SPECIFICATIONS FOR THIS PROJECT ARE IN COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE AND THE BUILDING CODE OF NEW YORK STATE C&S PROJECT: 828.055.001 SITE PLAN REVIEWC-501 DETAILS C-102 GRADING PLAN ARCHITECTURAL A-200 EXTERIOR ELEVATIONS ELECTRICAL E-100A ELECTRICAL SITE LIGHTING PLAN E-100B ELECTRICAL SITE PHOTOMETRICS A-600 RENDERINGS A-601 RENDERINGS GENERAL NOTES, ABBREVIATIONS, AND LEGEND C-001 M. ZINGARO M. CHAMBERS LF LINEAR FEET MAX MAXIMUM MC MECHANICAL CONTRACT(OR) MH MANHOLE MIN MINIMUM MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTH NTS NOT TO SCALE O.F.ON CENTER OS OUTLET STRUCTURE P PROPERTY LINE PC PLUMBING CONTRACT(OR) PT PERCOLATION TEST &AND @ AT BLDG.BUILDING C CENTERLINE CATV CABLE TELEVISION CB CATCH BASIN CHH COMMUNICATION HAND HOLE CMH COMMUNICATION MANHOLE CLR CLEAR C.O.CLEAN OUT CONC CONCRETE Ø, DIA DIAMETER DH DEEP HOLE DMH DRAINAGE MANHOLE DW DRY WELL EA EACH EL, ELEV ELEVATION EC ELECTRICAL CONTRACT(OR) ELEC ELECTRICAL ES END SECTION EX, EXIST EXISTING F.F.E.FINISH FLOOR ELEVATION FT FOOT, FEET GC GENERAL CONTRACTOR HDPE HIGH DENSITY POLYETHYLENE HH HAND HOLE INV INVERT PVC POLYVINYL CHLORIDE S SLOPE SA, SAN SANITARY SEWER SH SIGNAL HAND HOLE SF SILT FENCE S.F., SQ. FT.SQUARE FEET ST STORM SEWER STD STANDARD T TELEPHONE TCF TEMPORARY CONSTRUCTION FENCE TYP TYPICAL UD UNDERDRAIN UON UNLESS OTHERWISE NOTED V VENT W WATER L NOTE: NOT ALL ABBREVIATIONS ARE USED. L C3 SCALE: NOT TO SCALE GENERAL NOTES B3 SCALE: NOT TO SCALE ABBREVIATIONS A TOPOGRAPHIC SURVEY WAS PROVIDED BY JACOBS LAND SURVEYING, DATED AUGUST 10, 2023. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLACED ON THIS DRAWING FROM A UTILITY MARKOUT AND REPORT COMPLETED BY GPRS ON JULY 21,2023. LOCATIONS SHOULD BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES OR UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN. THE CONTRACTOR SHALL VERIFY THE TRUE LOCATION BEFORE COMMENCING WORK. BEFORE ANY UTILITY IS PLACED THE CONTRACTOR SHALL UNCOVER ALL UTILITIES AT UTILITY CROSSINGS TO ENABLE THE ENGINEER TO VERIFY THAT THE PROPOSED UTILITY SHOWN ON THE PLANS IS NOT OBSTRUCTED BY EXISTING UTILITIES. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS IN THIS CONTRACT. CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK AT LEAST 72 HOURS PRIOR TO START OF WORK. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES. IN THE EVENT THAT THE CONTRACTOR DAMAGES ANY EXISTING UTILITIES, HE SHALL IMMEDIATELY NOTIFY THE OWNER AND THE AFFECTED UTILITIES REPRESENTATIVE OF SUCH DAMAGE. ANY DAMAGE SHALL PROMPTLY AND SATISFACTORILY BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. CONTRACTOR TO ABANDON, CUT AND CAP ALL EXISTING UTILITIES SERVICING THE STRUCTURES MARKED FOR DEMOLITION. CONTRACTOR TO COORDINATE UTILITY DISCONNECTIONS WITH THE UTILITIES REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES ENCOUNTERED IN THIS WORK. WHERE NECESSARY, THE CONTRACTOR SHALL PROVIDE TIMBER , PLANK OR OTHER APPROVED MATERIALS AND SECURELY BRACE AND PROTECT THESE UTILITIES. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS IN THE CONTRACT. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS, BRACING AND OTHER DEVICES AS MAY BE REQUIRED OR AS DIRECTED BY THE ENGINEER TO PROTECT THE SAFETY OF THE ADJACENT STRUCTURES, ROADWAY AND UTILITIES. ALL COSTS SHALL BE INCLUDED IN VARIOUS ITEMS IN THE CONTRACT. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT PRIOR TO PAVEMENT REMOVAL. ALL FOUNDATIONS, FOR STRUCTURES MARKED FOR DEMOLITION, SHALL BE REMOVED THE FULL DEPTH. ALL FOUNDATION, CONCRETE SLAB AND PAVEMENT VOIDS, CREATED AFTER REMOVAL, SHALL BE FILLED TO MATCH EXISTING GRADE (GRADE TO DRAIN) WITH COMPACTED RUN A BANK OR APPROVED EQUAL. ALL UNSUITABLE SPOIL MATERIAL, SUCH AS CONCRETE AND ASPHALT AND EXCAVATED MATERIAL, SHALL BE DISPOSED OF OFF PROPERTY. CONTRACTOR WILL BE REQUIRED TO IMPORT MATERIAL TO THE SITE TO COMPLETE ALL GRADING WORK. ALL GRASS AREAS DISTURBED AS A RESULT OF THE CONSTRUCTION OPERATIONS SHALL BE GRADED TO PROVIDE A SMOOTH MAINTAINABLE SURFACE AND ALLOW FOR POSITIVE DRAINAGE. THEY SHALL ALSO BE RESTORED EQUAL TO OR BETTER THAN ORIGINAL CONDITION. SEE DETAIL C3/C-501. IT WILL BE THE CONTRACTORS OBLIGATION AND RESPONSIBILITY TO USE METHODS AND EQUIPMENT WHICH WILL INSURE THE SATISFACTORY COMPLETION OF THE REQUIRED WORK WITHIN THE CONTRACT TIME ALLOWED. THE CONTRACTOR MUST BE ACQUAINTED WITH THE DRAINAGE CHARACTERISTICS OF THE AREA SO THAT HE WILL PROGRESS HIS WORK EFFICIENTLY WITH FULL KNOWLEDGE OF THE POTENTIAL DRAINAGE PROBLEMS. ALL EXISTING DRAINAGE SYSTEMS, INCLUDING DITCHES AND CULVERTS, WITHIN THE CONTRACT LIMITS SHALL BE CLEANED AND KEPT CLEAN AND FREE FLOWING FOR THE DURATION OF THE CONTRACT. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS IN THIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO PROTECT HIS WORKERS AT ALL TIMES IN CONFORMANCE WITH APPLICABLE OSHA REGULATIONS. THE CONTRACTOR'S STAGING AREA SHALL BE COORDINATED WITH THE OWNER PRIOR TO THE START OF WORK. CONTRACTOR SHALL KEEP EXISTING ROADWAYS CLEAR OF MUD AND DEBRIS. CONTRACTOR SHALL CLEAN PAVEMENT AS REQUIRED DURING THE FULL DURATION OF THE PROJECT. ELEVATIONS SHOWN ARE TIED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ELEVATIONS ARE BASED ON FIELD MEASUREMENTS. CONTOURS ARE MERELY INTERPOLATION AND SHOULD BE CONSIDERED AS SUCH ONLY. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF AN UPDATED ABSTRACT OR TITLE REPORT AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS, OR RESTRICTIONS OF RECORD OR ANY FACTS SUCH DOCUMENTS WOULD DISCLOSE. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. A2 SCALE: NOT TO SCALE LEGEND EXISTING BUILDING PROPOSED CONTOUR LINE1182 PROPOSED SPOT ELEVATION PROPOSED SANITARY SEWER PIPESA PROPOSED SILT FENCE PROPOSED ASPHALT PAVEMENT (FULL DEPTH RECONSTRUCTION) PROPOSED BUILDING EXISTING OBJECT / UTILITY TO BE REMOVED OR DEMOLISHED PROPOSED UNDERGROUND ELECTRIC CONDUITUE EXISTING ASPHALT / CONCRETE PAVEMENT TO BE REMOVED PROPOSED CONCRETE PROPOSED BUILDING X 1185.50' C1 SCALE: NOT TO SCALE NOT USED C2 SCALE: NOT TO SCALE NOT USED B2 SCALE: NOT TO SCALE NOT USEDB1SCALE: NOT TO SCALE NOT USED A1 SCALE: NOT TO SCALE NOT USED EXISTING OBJECT / UTILITY TO BE REMOVED OR ABANDONED SMH-# CB-#PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK EDUCATION LAW DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 NOT F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright© SEPTEMBER 2023 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 PRE L I M I N A R Y 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Engineers, Inc. EXISTING POWER POLE EXISTING STORM SEWER MANHOLE EXISTING SQUARE CATCH BASIN EXISTING ELECTRIC MANHOLE EXISTING UNKNOWN MANHOLE EXISTING FINISH FLOOR ELEVATION EXISTING SET BENCH MARK EXISTING SIGN EXISTING BOLLARD EXISTING ELECTRIC BOX EXISTING ROOF DRAIN EXISTING FIRE HYDRANT EXISTING YARD HYDRANT EXISTING WATER VALVE EXISTING SPOT GRADE (SEE GN 20) EXISTING MINOR CONTOUR LINE (SEE GN 20) EXISTING MAJOR CONTOUR LINE (SEE GN 20) EXISTING SANITARY SEWER LINE (SEE GN 1) EXISTING UNDERGROUND ELECTRIC LINE (SEE GN 1) EXISTING FENCE LINE EXISTING ASPHALT PAVEMENT TO BE MILLED PROPOSED ASPHALT MILL & OVERLAY Catch Basin BENCHMARK: Catch Basin Trench Drain Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin WE S T R O A D MCLEAN ROAD Trench Drain NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK EDUCATION LAW DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 NOT F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright© SEPTEMBER 2023 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 PRE L I M I N A R Y 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Engineers, Inc. EXISTING CONDITIONS PLAN C-002 M. ZINGARO A1 SCALE: 1" = 20'-0" EXISTING CONDITIONS PLAN Catch Basin BENCHMARK: Catch Basin Trench Drain Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin WE S T R O A D MCLEAN ROAD Trench Drain PROPOSED BUILDING EXPANSION (+/- 22,000 s.f.) ASPHALT PAVEMENT (SEE DETAIL A4/C-501) A C C E S S I B L E P A R K I N G S T A L L S T R I P I N G ( S E E D E T A I L B 3 / C - 5 0 1 ) 1 0 5 ' 210' 20' 16 0 ' 2 0 ' 2 0 ' 2 2 ' 2 0 ' 2 2 ' 10' TYP. PARKING STALL STRIPING (TYP.) (SEE DETAIL B2/C-501) PARKING STALL STRIPING (TYP.) (SEE DETAIL B2/C-501) 8 ' 19 17 9 3 16 99.23 ' 92 . 3 3 ' 22' 2 2 ' O V E R H E A D D O O R O V E R H E A D D O O R DIESEL GENERATOR & CONCRETE PAD PIPE BOLLARD (TYP.) (SEE DETAIL C2/C-501) 7 + / - 4 2 . 7 7 ' ( E X I S T I N G ) +/- 85 . 3 6 ' ( E X I S T I N G ) CONCRETE LANDING & STAIRS CONCRETE LANDING & STAIRS CONCRETE LANDING & STAIRS CANOPY COLUMN (TYP. OF 4) LIMIT OF CANOPY (ABOVE) LIGHT POLE, FIXTURES, AND FOUNDATION (TYP. OF 3) (SEE SHEET E-100A) ASPHALT PAVEMENT (SEE DETAIL A4/C-501) ASPHALT MILL & OVERLAY AREA (SEE DETAIL A4/C-501) PIPE BOLLARD (SEE DETAIL C2/C-501) NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK EDUCATION LAW DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 NOT F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright© SEPTEMBER 2023 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 PRE L I M I N A R Y 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Engineers, Inc. SITE PLAN C-101 M. ZINGARO A1 SCALE: 1" = 20'-0" SITE PLAN SITE DATA REQUIREMENTS (3643 WEST ROAD PARCEL): PARCEL TAX ID #:95.12-01-07.000 ZONING DISTRICT:GENERAL INDUSTRIAL I-2 BULK REGULATIONS: REQUIRED:PROPOSED: MIN. LOT SIZE:NONE NONE MIN. FRONT YARD SETBACK (FT.): 50 FEET +/- 99.23 FEET MIN. SIDE YARD SETBACK (FT.): TOTAL NOT LESS THAN 32 FEET;+/- 92.33 FEET (SOUTH) NEITHER SIDE LESS THAN 12 FEET N/A (NORTH) MIN. REAR YARD SETBACK (FT.): 40 FEET N/A MAX. BUILDING HEIGHT (FT.):1:1 SLOPE FROM LOT LINES +/- 32'-0" PARKING SPACES:AS REQUIRED BY PLANNING BOARD A4 SCALE: NOT TO SCALE SITE DATA Catch Basin BENCHMARK: Catch Basin Trench Drain Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin Catch Basin WE S T R O A D MCLEAN ROAD Trench Drain 11 7 0 117 0 11 7 1 11 6 9 11 6 9 11 6 8 11 7 1 1 1 6 8 11 6 8 1169 1170 1168 PROPOSED BUILDING EXPANSION (F.F.E. = 1171.34±) O V E R H E A D D O O R O V E R H E A D D O O R X MEET EXISTING GRADE (SEE DETAIL A3/C-501) MEET EXISTING GRADE (SEE DETAIL A3/C-501) MEET EXISTING GRADE (SEE DETAIL A3/C-501) MEET EXISTING GRADE (SEE DETAIL B4/C-501) X 1168.75' 1168.81' S L O P E S L O P E S L O P E NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK EDUCATION LAW DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 NOT F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright© SEPTEMBER 2023 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 PRE L I M I N A R Y 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Engineers, Inc. GRADING PLAN C-102 M. ZINGARO A1 SCALE: 1" = 20'-0" GRADING PLAN DETAILS C-501 M. ZINGARO M. CHAMBERS C4 SCALE: NOT TO SCALEC3SCALE: NOT TO SCALEC1SCALE: NOT TO SCALE C2 SCALE: NOT TO SCALE B1 SCALE: NOT TO SCALE B2 SCALE: NOT TO SCALE A1 SCALE: NOT TO SCALE A2 SCALE: NOT TO SCALE JOINT SEALING DETAILTYPICAL GRASS RESTORATION DETAIL 4" TOPSOIL, SEED, FERTILIZER AND MULCH COMPACTED SUBGRADE JOINT SEALING FILLER, ASTM D-6690, TYPE II OR TYPE III ASPHALT PAVEMENT BUTT JOINT TYPICAL STEEL PIPE BOLLARD DETAIL 4,000 PSI CONCRETE EXISTING FINISHED GRADE 6" SCH. 80 STEEL PIPE FILLED WITH CONCRETE FULL LENGTH OF PIPE. SHOP PRIMED CONCRETE ROUNDED TOP, 1/2" CROWN PROVIDE "YELLOW" 1/4" THICK BOLLARD SLEEVE AS MANUFACTURED BY IDEALSHIELD, LLC OR APPROVED EQUAL NOTES: 1.ALL BOLLARDS TO BE SET PLUMB. 2.ALL BOLLARDS TO BE EQUALLY SPACED AND 4'-0" O.C. MAX. UNLESS OTHERWISE INDICATED. 3.IN STONE AREAS, AUGER SOIL PRIOR TO INSTALLING BOLLARD. 4.IN NEW CONCRETE SLAB AND ASPHALT PAVEMENT AREAS, BOLLARDS SHALL BE SET PRIOR TO POURING CONCRETE OR PAVING. 5.RESTORE EXISTING SURFACES TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL. 4' - 0 " 1/ 2 " C R O W N 4' - 0 " 3" 12" MIN. PROVIDE TAR PAPER BOND BREAK FOR CONCRETE SLABS. PROVIDE 1/2" EXPANDABLE MATERIAL AND SEALANT FOR ASPHALT PAVEMENT PAVEMENT AREAS STONE AREAS PROPOSED FINISHED GRADE UTILITY TRENCH RESTORATION DETAIL SEWER MAIN & WATER MAIN SEPARATION DETAIL WATER MAIN W W WATER MAIN MECH. JOINT WATER MAIN NOTE: WHEREVER REQUIRED VERTICAL CLEARANCE CAN NOT BE OBTAINED, THE SANITARY SEWER SHALL BE ENCASED IN NYSDOT CLASS "A" CONCRETE FOR A DISTANCE OF 10' EITHER SIDE OF THE INTERSECTION WITH THE WATER MAIN AS INSTRUCTED BY THE ENGINEER. CLEARANCE REQUIREMENTS SHALL BE AS OUTLINED IN PART 8.6 IN THE "RECOMMENDED STANDARDS FOR WATER WORKS." ALSO REQUIRED IS A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM SEWERS & WATER MAINS. * IF CLEARANCE CAN NOT BE OBTAINED, WATER MAIN SHALL BE LOWERED TO PROVIDE 18" CLEARANCE, OR RECONSTRUCTED WITH M.J. PIPE 10' ON EACH SIDE OF THE SEWER. SAN. SEWER SAN. SEWER SAN. SEWER FULL LENGTH CENTERED OVER SEWER 18 " MI N . PLAN SECTION B4 SCALE: NOT TO SCALE A4 SCALE: NOT TO SCALE SAWCUT EXISTING PAVEMENT FULL DEPTH PRIOR TO REMOVAL SEE TYPICAL JOINT SEALING DETAIL, C4/C-501 GRADED AND COMPACTED SUBGRADE FINISH GRADE GEOTEXTILE FABRIC (MIRAFI 600X OR APPROVED EQUAL) 1 3 TACK COAT PRIOR TO PAVEMENT INSTALLATION 12" SECONDARY SAWCUT KEYING DETAIL @ EXISTING PAVEMENT TYPICAL PAVEMENT SECTION DETAIL 12 " GRADED AND COMPACTED SUBGRADE GEOTEXTILE FABRIC (MIRAFI 600X OR APPROVED EQUAL) 1 1/2" TYPE 6 SURFACE COURSE 2 1/2" TYPE 3 BINDER COURSE FINISHED GRADE 4" SUBBASE COURSE 1" 6" SEE ASPHALT PAVEMENT SECTION, A4/C-501 NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK EDUCATION LAW DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 NOT F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright© SEPTEMBER 2023 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 PRE L I M I N A R Y 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Engineers, Inc. B3 SCALE: NOT TO SCALE A3 SCALE: NOT TO SCALE ADA PARKING STALL & ACCESS AISLE DETAIL 20 ' - 0 " 10'-0"6'-0"10'-0" 24" 12" 4" 9 0 ° 4" WIDE STRIPES PAINTED WITH BLUE PAVEMENT MARKING PAINT 12" WIDE STRIPES PAINTED WITH BLUE PAVEMENT MARKING PAINT 4" WIDE STRIPE PAINTED WITH BLUE PAVEMENT MARKING PAINT PAINTED ACCESSIBLE SYMBOL (WHITE ON BLUE BACKGROUND) 2'-0" OFF OF BACKSIDE OF PARKING STALL "RESERVED PARKING" SIGN (MUTCD R7-8) CENTER SIGNAGE ON PARKING STALL OR ACCESS AISLE (TYP.) "NO PARKING ANY TIME" SIGN (MUTCD R7-1) SIGNAGE DETAIL NOTE: ALL SIGNAGE MATERIALS AND INSTALLATION SHALL CONFORM TO NYSDOT STANDARDS. 5' - 0 " ( M I N . ) 7' - 0 " ( M A X . ) 4" T O 6 " 4' - 0 " FINISHED GRADE 3" X 3/8" BOLT (ZINC PLATED) AND 3/8" DIA. NUT (ZINC PLATED) EXISTING SIGN PANEL OR NEW 1/8" THICK GALV. STEEL REFLECTIVE SIGN PANEL. BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS 2 1/4" X 2 1/4" SQUARE UNISTRUT POST BASE (GALVANIZED STEEL) 2" X 2" SQUARE UNISTRUT POST (GALVANIZED STEEL) VARIABLE LENGTH (PERFORATED) 20 ' - 0 " 10'-0"10'-0"10'-0" 4" 9 0 ° 4" WIDE STRIPES PAINTED WITH YELLOW PAVEMENT MARKING PAINT EDGE OF PAVEMENT PARKING STALL STRIPING DETAIL GRASS AREASPAVEMENT AREAS VARIES 12" 12 " 12" 12 " BACKFILL WITH EXCAVATED MATERIAL LINING COURSE SEE GRASS RESTORATION DETAIL C3/C-501 6" WIDE DETECTABLE WARNING TAPE SEE ASPHALT PAVEMENT SECTION, DETAIL A4/C-501 ANGLE OF REPOSE TO BE IN ACCORDANCE WITH OSHA STANDARDS LINING COURSE PROPOSED UTILITY BEDDING COURSE 12" TACK COAT PRIOR TO PAVEMENT INSTALLATION SEE JOINT SEALING DETAIL C4/C-501 SECONDARY SAWCUT SAWCUT EXISTING PAVEMENT FULL DEPTH PRIOR TO REMOVAL NOT USED RESERVED PARKING SIGN NO.DESCRIPTION M.U.T.C.D. NO./SIZE 1 R7-8 (12"x18") SITE SIGN TABLE R8-3 (12"x18")2 NO PARKING TYPICAL KEYING DETAIL (MILLED AREAS) 1 1 / 2 " VA R I E S DISTANCE VARIES 1 1 / 2 " EXISTING ASPHALT PAVEMENT PROPOSED 1 1/2" TYPE 6 SURFACE COURSE TACK COAT PROPOSED TYPE 6 TRUE & LEVELING COURSE SAW CUT SMOOTH VERTICAL FACE. SEE TYPICAL JOINT SEALING DETAIL, THIS SHEET AREA TO BE MILLED NOTES: 1.CONTRACTOR TO MILL A DISTANCE TO ALLOW 1 1/2" OF TOP COURSE TO BE INSTALLED. 2.CONTRACTOR TO SAW CUT AND REMOVE ASPHALT AND/OR CONCRETE EDGE PRIOR TO REPLACEMENT OF TOP COURSE. FIRST FLOOR 0" LOW ROOF 18' -0" MEZZANINE 12' -0" LOADING DOCK -3' -0" BASEMENT WORKING -8' -0" EXISTING HIGH ROOF 25' -6" T/EAVE PEMB 25' -0" EXISTING ROOF 23' -8" A-400 C1 FIRST FLOOR 0" LOW ROOF 18' -0" MEZZANINE 12' -0" LOADING DOCK -3' -0" BASEMENT WORKING -8' -0" EXISTING HIGH ROOF 25' -6" T/EAVE PEMB 25' -0" 101 100 EXISTING ROOF 23' -8" FIRST FLOOR 0" LOW ROOF 18' -0" MEZZANINE 12' -0" LOADING DOCK -3' -0" BASEMENT WORKING -8' -0" EXISTING HIGH ROOF 25' -6" T/EAVE PEMB 25' -0" 107 107A 113 EXISTING ROOF 23' -8" 111 CONTRACTOR SHALL VERIFY ALL CONDITIONS ON JOB SITE & NOTIFY THE OWNER OF ANY VARIATIONS FROM DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE PROCEEDING WITH ANY CONSTRUCTION. DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 N O T F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright © 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Architects, Engineers & Landscape Architect, PLLC EXTERIOR ELEVATIONS A-200 SEPTEMBER 2023 Author Designer Checker 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 P R E L I M I N A R Y SCALE: 1/8" = 1'-0"A1 SOUTH EXTERIOR ELEVATION SCALE: 1/8" = 1'-0"C1 WEST EXTERIOR ELEVATION SCALE: 1/8" = 1'-0"B1 EAST EXTERIOR ELEVATION 0 16'8'4' PLAN NORTH 0 16'8'4' PLAN NORTH 0 16'8'4' PLAN NORTH CONTRACTOR SHALL VERIFY ALL CONDITIONS ON JOB SITE & NOTIFY THE OWNER OF ANY VARIATIONS FROM DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE PROCEEDING WITH ANY CONSTRUCTION. DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 N O T F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright © 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Architects, Engineers & Landscape Architect, PLLC RENDERINGS A-600 SEPTEMBER 2023 M.WOLFSBERG A.BRUCE A.I.A A. BRUCE A.I.A 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 P R E L I M I N A R Y SCALE: NOT TO SCALEA1ENTRY VIEW CONTRACTOR SHALL VERIFY ALL CONDITIONS ON JOB SITE & NOTIFY THE OWNER OF ANY VARIATIONS FROM DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE PROCEEDING WITH ANY CONSTRUCTION. DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 N O T F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright © 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Architects, Engineers & Landscape Architect, PLLC RENDERINGS A-601 SEPTEMBER 2023 M.WOLFSBERG A.BRUCE A.I.A A. BRUCE A.I.A 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 P R E L I M I N A R Y SCALE: NOT TO SCALEA1ANGLED ENTRY VIEW DN A A A A A A B B A B B C NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK EDUCATION LAW DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 NOT F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright © 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Engineers, Inc. ELECTRICAL SITE LIGHTING PLAN E-100A AUGUST 2023 A.M. RUDICK F.K. NEILEY, P.E. S.H. SHOVA 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 PRE L I M I N A R Y 0 16'8'4' PLAN NORTH SCALE: 3/64" = 1'-0"A1 ELECTRICAL SITE LIGHTING PLAN NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK EDUCATION LAW DATEMARK REVISIONS DESCRIPTION B A 1 2 3 C 1 2 3 B A 4 C 4 NOT F O R C O N S T R U C T I O N DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO: DATE: Copyright © 499 Col. Eileen Collins Blvd. Syracuse, New York 13212 Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com C&S Engineers, Inc. ELECTRICAL SITE PHOTOMETRICS E-100B AUGUST 2023 A.M. RUDICK F.K. NEILEY, P.E. S.H. SHOVA 828.055.001 PR O J E C T S N O W D E S I G N PA L L C O R P O R A T I O N 36 4 3 W E S T R O A D C O R T L A N D , N Y 13 0 4 5 PRE L I M I N A R Y MASTER LUMINAIRE SCHEDULE LED FIXTURE LABEL MANUFACTURER MODEL NUMBER LAMP TYPE VOLTS DRIVER LUMENS PER UNIT COLOR TEMP / CRI MOUNTING REMARKS A NLS LIGHTING NV-1-T4-32L-1-40K LED 277V DIMMABLE 12826 4,000K / 80CRI POLE/WALL MOUNT B NLS LIGHTING FLW-1-T4-16L-1-40K LED 277V DIMMABLE 4872 4,000K / 80CRI WALL MOUNT C NLS LIGHTING VSR-S-T4-16L-7-40K LED 277V LED 8496 4,000K / 80CRI CEILING MOUNT PLAN FOR REFERENCE OINLY 5 FOOT CANDLES 2 FOOT CANDLES 1 FOOT CANDLES 0.5 FOOT CANDLES ElumTools General Use Global Illuminance Results Calculation Points Name Average Maximum Minimum Avg/Min Parking Area 2 fc 10 fc 0 fc 161300.8 Property Line 0 fc 2 fc 0 fc 15.9