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HomeMy WebLinkAbout20230996 395 Broadway Site Plan Plans© 2023 Microsoft Corporation © 2023 TomTom © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS LANSING E N G I N E E R I N G 395 BROADWAY SITE PLAN 395 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK 2452 STATE ROUTE 9, SUITE 301 MALTA, NY 12020 (518) 899-5243 PRELIMINARY / N O T F O R C O N S T R U C T I O NGENERAL NOTESC I T Y O F S A R A T O G A S P R I N G S * S A R A T O G A C O U N T Y * N E W Y O R K395 BROADWAY SITE PLANPARCEL AREA0.80± ACRESTAX PARCEL I.D.165.59-1-88EXISTING =ONING UC URBAN CORE DISTRICTBUILDING SETBACKSFRONT SETBACK: 0FT-12TFTSIDE SETBACK: 0FTREAR SETBACK: 0FTBUILDING HEIGHT: 1.1 TIMES THE WIDTH OF THE ROW, OR 70', WHICHEVER IS LESSPROPOSED DEVELOPMENTCORPORATE OFFICES(REDEVELOPMENT/ ADAPTIVE REUSE OF EXISTING BUILDING)RE4UIRED PARKINGNONE (EXEMPT)TOTAL PROVIDED = 47 ON-SITE AND14 ON-STREET PARKING SPACESUTILITY PROVISIONSWATER - PUBLICSEWER - PUBLICSTORM WATER MANAGEMENT - PUBLIC SITE LOCATION MAPSITE STATISTICSLISA MOSER85 RAILROAD PLACESARATOGA SPRINGS, NY 12866APPLICANTVICINITY MAP TBM-ATBM-BDIVISION STREET(65' WIDE R.O.W.)(ASPHALT ROADWAY)(TWO WAY TRAFFIC)BRO A D W A Y (A.K. A . U S R O U T E 9 ) (A.K. A . N Y S R O U T E 5 0 ) (A.K. A . N Y S R O U T E 2 9 ) (120' W I D E R . O . W . ) (ASP H A L T R O A D W A Y ) (TW O W A Y T R A F F I C )LANDS N/F OFFINGERPAINT 395 LLCINST. #2018-17199TM #165.59-1-88LANSING E N G I N E E R I N G 395 BROADWAY SITE PLAN 395 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK 2452 STATE ROUTE 9, SUITE 301 MALTA, NY 12020 (518) 899-5243 PRELIMINARY / N O T F O R C O N S T R U C T I O NEXISTING CONDITIONS & DEMOLITION PLAN TBM-ATBM-BDIVISION STREET(65' WIDE R.O.W.)(ASPHALT ROADWAY)(TWO WAY TRAFFIC)BRO A D W A Y (A.K. A . U S R O U T E 9 ) (A.K. A . N Y S R O U T E 5 0 ) (A.K. A . N Y S R O U T E 2 9 ) (120' W I D E R . O . W . ) (ASP H A L T R O A D W A Y ) (TW O W A Y T R A F F I C )4 STORY COMMERCIAL BUILDING12,445± SF BUILDING FOOTPRINTLANSING E N G I N E E R I N G 395 BROADWAY SITE PLAN 395 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK 2452 STATE ROUTE 9, SUITE 301 MALTA, NY 12020 (518) 899-5243 PRELIMINARY / N O T F O R C O N S T R U C T I O NLAYOUT & MATERIALS PLANBROADWAY CIVIC AREADIVISION ST CIVIC AREA LANSING E N G I N E E R I N G 395 BROADWAY SITE PLAN 395 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK 2452 STATE ROUTE 9, SUITE 301 MALTA, NY 12020 (518) 899-5243 PRELIMINARY / N O T F O R C O N S T R U C T I O NDIVISION STREET SPOT GRADING PLANBROADWAY SPOT GRADING PLAN TBM-ATBM-BDIVISION STREET(65' WIDE R.O.W.)(ASPHALT ROADWAY)(TWO WAY TRAFFIC)BRO A D W A Y (A.K. A . U S R O U T E 9 ) (A.K. A . N Y S R O U T E 5 0 ) (A.K. A . N Y S R O U T E 2 9 ) (120' W I D E R . O . W . ) (ASP H A L T R O A D W A Y ) (TW O W A Y T R A F F I C )4 STORY COMMERCIAL BUILDING12,445± SF BUILDING FOOTPRINTLANSING E N G I N E E R I N G 395 BROADWAY SITE PLAN 395 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK 2452 STATE ROUTE 9, SUITE 301 MALTA, NY 12020 (518) 899-5243 PRELIMINARY / N O T F O R C O N S T R U C T I O NPLANTING PLAN“” PLANTING NOTES:PLANT SCHEDULE:BROADWAY CIVIC AREADIVISION ST CIVIC AREA LANSING E N G I N E E R I N G 395 BROADWAY SITE PLAN 395 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK 2452 STATE ROUTE 9, SUITE 301 MALTA, NY 12020 (518) 899-5243 PRELIMINARY / N O T F O R C O N S T R U C T I O N ASPHALT PAVEMENT 1CONCRETE SIDEWALK 3CONCRETE SPECIFICATIONS2TYPICAL PARKING LAYOUT AND DIMENSIONS5DETECTABLE TEXTURE WARNING7TYPICAL RADIANT HEAT IN SIDEWALK 4RESERVEDPARKINGNOANYTIMEPARKINGDROP CURB AT COMMERCIAL DRIVEWAY8PRECAST CONCRETE AT SIDEWALK10TYPE 2A CURB -CIP/SLIP FORM CONCRETE AT TURF9TYPE 1 CURB -PEDESTRIAN CURB RAMPS6 6" SQ X 3/16" WALL2" SQ X 14 GAAVAILABLECUSTOM HEIGHTSNOM HEIGHT (A)3' - 0" 3' - 6" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0"4" SQ X 11 GA3" SQ X 12 GA2 1/2" SQ X 12 OR 14 GAPOST OPTION (C) FENCE SECTIONS USING 1" PICKETS WILL TOTAL 18 PICKETS PER SECTION.4. FOOTING WIDTH TO BE (4) X POST WIDTH.5. FENCE SECTIONS USING 3/4" PICKETS WILL TOTAL 19 PICKETS PER SECTION.3. SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER.. REFERENCE NUMBER 2812-101.2. DO NOT SCALE DRAWINGS.NOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.6. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/infoNOMINAL CENTER TO CENTERB"F" FACE TO FACEAE6"3 15/16"3 13/16"POST TOPRAIL BRACKET1 3/8" X 1 1/2"U-CHANNEL RAILSQ. PICKET "D"SQ. POST "C"INDUSTRIAL DRIVERIVET2"FINIALRINGNOT TO SCALEE ____ " POST LENGTHD ____ " PICKET SIZE ____ GAUGEC ____ " POST SIZE ____ GAUGE B ____ " NOM SECTION LENGTHA ____ " NOM HEIGHTF ____ " FACE TO FACE OF POSTS W/STD. FLAT MOUNT BRACKETBARSOLIDOR3/4"PICKET OPTION (D)3/4" SQOR1" SQ18 GA14 GA16 GA5. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.NOTES:2. DO NOT SCALE DRAWINGS. REFERENCE NUMBER 2812-036.3. SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER.4. FOOTING WIDTH TO BE (4) X POST WIDTH. 8' - 0" 7' - 0" 6' - 0" 5' - 0" 4' - 0" 3' - 6"3' - 0"NOM HEIGHT (A)A ____ " NOM HEIGHTB ____ " FACE TO FACE OF POSTSC ____ " POST SIZE ____ GAUGE D ____ " POST LENGTHE ____ " PICKET SIZE ____ GAUGECUSTOM HEIGHTSAVAILABLESECTION ANOT TO SCALEOPENINGOVERHANGALUMINUMTRACKTRUCKASSEMBLY2"SQUAREALUMINUMUPRIGHTTRUSSCABLE6"AKEEPER"A""D"4" SQUARE POST "C"2"SQUAREALUMINUM UPRIGHT2" SQUARE ALUMINUMBOTTOM RAIL4" TYP.2"SQUAREALUMINUMUPRIGHTGUIDEROLLERASSMBLY3" NOM.POST TOPLOVERHANG1" SQUARE PICKET "E"PRESSED POINTFRAME HEIGHTPOST OPTION (C)6" SQ X 3/16" WALL18 GA1" SQPICKET OPTION (E)2" SQUAREALUMINUMUPRIGHTLANSING E N G I N E E R I N G 395 BROADWAY SITE PLAN 395 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK 2452 STATE ROUTE 9, SUITE 301 MALTA, NY 12020 (518) 899-5243 PRELIMINARY / N O T F O R C O N S T R U C T I O N ORNAMENTAL FENCE1ORNAMENTAL SLIDING GATE2BENCH4AUTOMATIC GATE OPERATOR3TRASH RECEPTACLE5BOLLARD7DECIDUOUS TREE PLANTING8SHRUB PLANTING9BIKE RACK6 LANSING E N G I N E E R I N G 395 BROADWAY SITE PLAN 395 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK 2452 STATE ROUTE 9, SUITE 301 MALTA, NY 12020 (518) 899-5243 PRELIMINARY / N O T F O R C O N S T R U C T I O N CURB OPENING1TRENCH DRAIN COVER2········ A.1 A.1 A.3 A.3 B B B.1 B.1 C C C.1 C.1 D D E E F F F.1 2 2 5 5 7 7 8 9 9 10 10 6 6 4 4 3 3 1 1 C.2 C.2 D.2A A EXISTING SITE POLE TO BE REMOVED, REFER TO SITE TRADE 385 BROADWAY BUILDING EXIT EXISTING SITE POLES TO BE REMOVED, REFER TO SITE TRADE EXISTING SITE POLE TO BE REMOVED, REFER TO SITE TRADE EXISTING UNDERGROUND CABLES SITE HANDHOLE 395 B R O A D W A Y HANDHOLE TO SPLICE EXISTING UNDERGROUND CABLES WHICH SHALL BE FED FROM NEW N.G. SWITCHGEAR SHOWN. (4) SET OF (4) 500KCMIL 75°C RATED AL CONDUCTORS WITHIN (4) 4" CONDUITS ROUTED TO INDOOR SWBD FIELD VERIFY EXISTING HANDHOLE CONTAINS FEEDER TO 389 BROADWAY. EXTEND EXISTING SERVICE TO NEW TRANSFORMER SHOWN. NEW CONDUCTORS AND CONDUIT SHALL BE SIZED TO MATCH EXISTING. EXISTING HANDHOLE N .G . 750K V A X F M R N .G . 75K V A X F M R E-100 5 N E 389 BROADWAY SERVICE N .G . S W G R E-100 5 SITE HANDHOLE FIELD VERIFY ROUTING OF (4) 4" SERVICE ENTRANCE CONDUITS. UPON REMOVAL OF EXISTING UTILITY TRANSFORMER, EXISTING CONDUITS SHALL BE INTERCEPTED AT THE EXTERIOR OF BUILDING AND EXTENDED TO NEW ATS FOR NEW SERVICE SHOWN. NEW CONDUCTORS SHALL BE ROUTED FROM ATS TO SWBD INSIDE AS INDICATED. NATIONAL GRID GEAR LOCATIONS AND CLEARANCES SUBJECT TO APPROVAL BY NATIONAL GRID. CONDUITS ROUTED TO EXISTING TO REMAIN POLE ON OTHER CORNER, AS COORDINATED WITH NATIONAL GRID N E SITE HANDHOLE confirm routing of conduits shown are not exceeding property lines 38 9 B R O A D W A Y E-100 4 E-100 4 300KW GENSET 1200A ATS FUTURE 300KW GENSET SPARE CONDUITS STUBBED OUT FROM ATS AND CAPPED FOR FUTURE GENSET CONNECTION 4' - 6" NATURAL GAS BOOSTER 2" MIN. (TYP) PROVIDE PVC PREFORMED CONDUIT SPACERS AROUND ALL CONDUITS TO MAINTAIN SPACING. CARLON SNAP-N-STAC OR EQUAL. PROVIDE SUITABLE ANCHORS DURING THE CONCRETE POUR TO PREVENT CONDUIT FROM FLOATING. MINIMUM 30" BELOW GRADE. REFER TO DUCTBANK INSTALLATION DETAIL, THIS SHEET. (10) #4'S, PLACE AS SHOWN. #3 STIRRUPS @ 18" S PRIMARY FEEDER 0' - 7 1/2" 6" CONDUIT + (1) 6" SPARE, UNLESS OTHERWISE DETERMINED WITH UTILITY 2" MIN. 4" CONDUIT (10) #4'S, PLACE AS SHOWN. #3 STIRRUPS @ 18" MINIMUM 30" BELOW GRADE. REFER TO DUCTBANK INSTALLATION DETAIL, THIS SHEET. PROVIDE PVC PREFORMED CONDUIT SPACERS AROUND ALL CONDUITS TO MAINTAIN SPACING. CARLON SNAP-N-STAC OR EQUAL. PROVIDE SUITABLE ANCHORS DURING THE CONCRETE POUR TO PREVENT CONDUIT FROM FLOATING. SECONDARY FEEDER, REFER TO ELECTRICAL SITE PLAN S DUCTBANK 6" WIDE DETECTABLE WARNING TAPE BACKFILL AND COMPACT WITH SATISFACTORY SOILSBACK FILL AND COMPACT TRENCH WITH SUBBASE COURSE. EXISTING SUBBASE VARIES 3" MIN. (TYP ALL AROUND PIPE) GROUND GRID SHALL BE INSTALLED AROUND TRANSFORMER PAD AS INDICATED, 12" FROM PAD. PROVIDE CONTINUOUS RUN OF UNINSULATED SIZE #2/0-19 STRAND-SOFT DRAWN COPPER CONDUCTOR. GROUND GRID TO BE INSTALLED 12 IN. BELOW CRUSHED ROCK WITHIN OIL CONTAINMENT CURB AREA AS SHOWN. PROVIDE 'C' TYPE COMPRESSION CONNECTOR AT THIS LOCATION FOR PRIMARY GEC (TYP FOR SECONDARY CONNECTION). PROVIDE 8 FT GROUND ROD AND INSTALL TO 12 IN. BELOW GRADE WITHIN OIL CONTAINMENT CURB. SECURE TO GROUND GRID VIA BOLTED GROUND CLAMP (TYP FOR 2). SECOND GROUND ROD LOCATED MIN. 8' AWAY, AT OPPOSITE CORNER OF GROUND RING.PROVIDE PRE-CAST OIL CONTAINMENT CURB FROM MANUFACTURER APPROVED BY UTILITY COMPANY. FINAL GRADE SURROUNDING CONTAINMENT CURB SHALL BE 6" BELOW TOP OF CURB. TRANSFORMER PAD: 1. PROVIDE 10" CONCRETE TRANSFORMER PAD WITH PRIMARY AND SECONDARY OPENINGS AS REQUIRED BY UTILITY COMPANY. 2. COORDINATE PAD DIMENSIONS, REINFORCEMENT, AND FEATURES WITH UTILITY SPECIFICATIONS BASED ON TRANSFORMER SIZE. PROVIDE ADDITIONAL PAD SIZE TO ACCOMMODATE SECONDARY SPLICE BOX REQUIRED BY UTILITY AS NECESSARY. 3. PROVIDE COMPACTED GRAVEL BELOW TRANSFORMER PAD.TOP OF PAD SHALL BE 4" ABOVE TOP OF CONTAINMENT CURB. 4. SEAL CONDUIT PENETRATIONS THROUGH TRANSFORMER PAD: PROVIDE SAND TO 2" BELOW TOP OF PAD WITH 2" OF CONCRETE GROUT ON TOP OF SAND. ALTERNATIVELY, PROVIDE EXPANDING FOAM AS COORDINATED WITH UTILITY COMPANY. PROVIDE 3 FT ADDITIONAL SLACK ABOVE TRANSFORMER PAD TO TERMINATE PRIMARY AND SECONDARY GEC AT CORRESPONDING BUS BAR. 10 FT CLEARANCE TO FOREIGN UNDERGROUND UTILITIES PROVIDE GEOTEXTILE FABRIC WITH 6" SILTY SAND ON TOP OF LINER. PROVIDE ADDITIONAL GEOTEXTILE FABRIC WITH CRUSHED STONE ON TOP OF SAND. GEOTEXTILE FABRIC SHALL BE POLYPROPYLENE GEOTEXTILE OIL BARRIER LINING FROM MANUFACTURER APPROVED BY UTILITY COMPANY. 2' - 6"0' - 6" 1' - 0"1' - 0"PRIMARYSECONDARYGROUNDING: WHERE GALVANIZED STEEL CONDUIT SWEEPS ARE USED, PROVIDE BOND CLAMP AND #4 AWG CU CONNECTION TO GROUND GRID. PROVIDE CONDUIT SWEEPS UP TO 1" ABOVE TOP OF PAD. OIL CONTAINMENT:10' - 0"10' IN FRONT OF TRANSFORMER CLEAR FOR MAINTENANCE 10' - 0"0' - 6"PRECAST POLYMER CONCRETE PULLBOX. SIZE AS INDICATED ON PLANS. INSTALL TOP OF BOX APPROXIMATELY 2" ABOVE SURROUNDING GRADE. COORDINATE WITH SITE TRADE TO ENSURE GRADE SLOPES AWAY FROM BOX. PROVIDE 12" CRUSHED STONE BENEATH AND AROUND SIDES OF BOX. INSTALL SITE PVC CONDUIT AT LEAST 30" BELOW GRADE. SITE HANDHOLE DETAIL NOTES: 1. BOX AND LID SHALL BE UL LISTED AND LABELED. 2. BOX AND LID SHALL BE TESTED TO ANSI-77, TIER 22 (22,500# DESIGN LOAD) 3. PROVIDE BOX WITH STRAIGHT SIDES AND AN OPEN BOTTOM. 4. PROVIDE A GASKETED COVER WITH BOLT FASTENERS. AS APPLICABLE, THE COVER LOGO SHALL READ "POWER", "LIGHTING", OR "TELECOMMUNICATIONS". 5. MINIMUM SIZE: 13"W x 24"L x 18"D 6. BOX AND LID COLOR: LIGHT GREEN COLOR. 7. BASIS OF DESIGN: HUBBELL QUAZITE PG STYLE 8. PROVIDE POLARIS SUBMERSIBLE CONNECTORS FOR ALL HAND HOLE ELECTRICAL CONNECTIONS. Seal: SCHEMATIC DESIGN CONSTRUCTION DOCUMENTS PROGRESS: Project Number Date Drawn by Checked by USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : NOT FOR CONSTRUCTION 11/14/2023 3:13:12 PM E-100 ELECTRICAL SITE PLAN 2311 395 BROADWAY 10.20.23 TJB ASF PRIME GROUP HOLDINGS, LLC 85 RAILROAD PLACE SARATOGA SPRINGS, NY 12866 PRIME CONSTRUCTION SARATOGA 712 NY-9P SARATOGA SPRINGS, NY 12866 518.810.2390 GENERAL CONTRACTOR: SARATOGA SPRINGS, NY LANSING ENGINEERING 2452 STATE ROUTE 9, SUITE 301 MALTA, NY 12020 518.899.5243 SITE/CIVIL ENGINEER: ARTISAN ENGINEERING, P.C. 120 GRAHAM WAY - SUITE 124 SHELBURNE, VT 05482 802.497.3531 STRUCTURAL ENGINEER: HUSTON ENGINEERING 500 FEDERAL ST. SUITE 400 TROY, NY 12180 518.326.0369 MEP ENGINEER: TRIESCHMANN DUMALA ARCHITECTURAL GROUP 6451 EAST ROGERS CIRCLE, SUITE 9 BOCA RATON, FL 33487 561.981.8000 INTERIOR DESIGN: 3/32" = 1'-0"1 ELECTRICAL SITE PLAN NOT TO SCALE4PRIMARY DUCTBANK DETAIL NOT TO SCALE5SECONDARY DUCTBANK DETAIL NOT TO SCALE6SITE DUCTBANK INSTALLATION DETAIL NOT TO SCALE2TRANSFORMER PAD AND OIL CONTAINMENT CURB DETAIL NOT TO SCALE3SITE HANDHOLE DETAIL No. Description Date