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HomeMy WebLinkAbout2018036_385 Broadway_Site Plan Resubmission (2018-08-17)_8/24/2018 3:19:17 PM (9)SITE STATISTICSSHEET INDEX:COVERS1EXISTING CONDITIONSL-01DEMOLITION, SITE PREPARATION, EROSION &SEDIMENT CONTROL PLANL-02SITE LAYOUT & MATERIALS PLANL-03SITE GRADING, DRAINAGE & UTILITY PLANL-04SITE DETAILSL-05SITE DETAILSL-06UTILITY DETAILSARCHITECTURAL DRAWINGSDRC 13BROADWAY ELEVATIONSDRC 14SOUTH ELEVATIONDRC 15WEST ELEVATIONDRC 16NORTH ELEVATIONPrepared By :VICINITY MAPPROJECT LOCATION MAP1.ALL WORK MUST CONFORM TO ALL FEDERAL AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.2.THE EVALUATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICALDATUM, 1929.3.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THECONTRACTOR TO A4.THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER OR A DESIGNATEDREPRESENTATIVE IS REQUIRED.5.THE COST OF CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROWACCOUNT TO COVER THE COST OF INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY CONSTRUCTION.6.THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FORTHE PROJECT.7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANYWORK IN THE STREET OF RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.8.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OFSEDIMENT OR DEBRIS ONTO A PUBLIC ROAD.9.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITHTHE APPROVED PLANS; AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE CITY ENGINEER.CITY OF SARATOGA SPRINGS STANDARD NOTESSITE PLAN NOTICE OF DETERMINATION385 BroadwaySite Plan Application385 Broadway, Saratoga Springs, New York 12866June 7th, 2018TAX ID / PARCEL NUMBER: 165.59-1-77PARCEL SIZE:0.73 ACZONING: TRANSECT 6 - URBAN CORE (T-6)ZONING REQUIREMENTS:REQUIREDPROVIDEDBUILD TO DISTANCE FROM FRONT LINE0'-12'0'MINIMUM % BUILD OUT ALONG FRONTAGE 80%100%STORIES2 MIN.5HEIGHT70' MAX69'MIXED USE BUILDING:RESIDENTIAL72 UNITSCOMMERCIAL10,000 SF (INCLUDING CORRIDORS)PARKING 49 SPACESPROPOSED USES:T-6 - ALLOWED USES WITH SITE PLAN APPROVAL (PREFERRED LIST)ARTIST STUDIO, ART GALLERY, BREW PUB BAKERY (RETAIL), RETAIL, CONVENIENCE SALES ( <5,000 SF), EATING &DRINKING ESTABLISHMENT, FINANCIAL INSTITUTIONS, OFFICE, MEDICAL OFFICE, EDUCATIONAL FACILITIES, RECREATIONALFACILITIES, PARKING FACILITIES, HEALTH SPA.PROJECTSITEPROJECTSITEPlanning Board # 18.xxxApproved under authority of a resolution adopted ________________by the Planning Board of the City of Saratoga Springs.Chairperson____________________________________________Date Signed:____________________________________________ApprovalBROADWAY DIVISION STREETRAILROAD STREETWASHINGTON STREETSurveyor :Thompson FlemingLand Surveyors, P.C.12 Lake Avenue,Saratoga Springs NY12866Architect :Phinney Design Group142 Grand Avenue,Saratoga Springs NY12866info@phinneydesign.comApplicant :385 Bway Saratoga LLC1732 Western Avenue,Albany NY12203Revised August 17th, 2018 DIVISION STREET BROADWAYEXISTING PARKING EXISTING BUILDING TO BE DEMOLISHED EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING PROPERTY LINE PROPERTY LINEEXISTING BUILDING EXISTING BUILDING EXISTING BUILDING TO BE DEMOLISHED EXISTING BUILDING TO BE DEMOLISHED 2 L-04 1 L-04 2 L-04 2 L-04 4 L-04 PROPERTY LINEPROP E R T Y LI N E 5 L-04 SAWCUT SAWCUT ACCESS EASEMENT ACCESS EASEMENT SAWCUT SAWCUTSAWCUTCOORDINATE THE REMOVAL OF EXISTING GAS LINE WITH UTILITY COMPANY COORDINATE THE REMOVAL OF EXISTING OVERHEAD ELECTRIC AND IMPACTED UTILITY POLES - COORDINATE WITH NATIONAL GRID AND CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS. COORDINATE THE REMOVAL OF EXISTING OVERHEAD ELECTRIC AND IMPACTED UTILITY POLES - COORDINATE WITH NATIONAL GRID AND CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS. COORDINATE THE REMOVAL OF EXISTING CABLE BOX AND IMPACTED OVERHEAD CABLE LINES - COORDINATE WITH UTILITY COMPANY AND CITY OF SARATOGA SPRINGS DEPARTMENT OF PUBLIC WORKS. TREE TO BE REMOVED REMOVE AND DISPOSE OF 'USED COOKING OIL STORAGE CONTAINER'. REMOVE AND DISPOSE OF EXISTING FENCES REMOVE AND DISPOSE OF EXISTING A/C UNIT TREE TO BE REMOVED SILT FENCE, TYP. STABILIZED CONSTRUCTION ENTRANCE SILT FENCE, TYP./ COMPOST FILTER SOCK SILT FENCE, TYP. CONCRETE WASHOUT, 8' x 8' MIN. TREE PROTECTION FENCE, TYP. SAWCUT ASPHALT FOR THE INSTALLATION OF UTILITIES REMOVE EXISTING STORMLINE, TO BE REPLACED. REMOVE CONCRETE SIDEWALK AND PAD REMOVE CONCRETE REMOVE DRYWELL © the LA Group 2017 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Save Date: 6/6/2018 10:53 AMFile Name: G:\Proj-2018\2018050_Burns_385_Broadway\2018050CAD\L-01_DemoSitePrepPlan.dwgPlotted By:KARA TEDFORD385 Broadway 385 Broadway Saratoga Springs, New York 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2018050 Demolition, Site Prep& Erosion, SedimentControl Plan L-01 KMK KMK DRC 6/7/2018 1"=20'10 5 10 15 20200 Scale: 1" = 20' 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 5.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. PROTECTION NOTES: REMOVALS NOTES: REMOVE AND DISPOSE OF CONCRETE BOLLARDS 1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY FOR 385 BWAY SARATOGA LLC SITUATE AT 385 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY NY", DATED MARCH 22, 2018, AS PREPARED BY THOMPSON FLEMING LAND SURVEYORS, P.C.. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2.PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 3.THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. 5.THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 6.CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 8.ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON "AS-BUILT DRAWINGS," AS SPECIFIED. 9.STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED BY THE OWNER'S REPRESENTATIVE. 10.SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 11.PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. 12.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 13.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. 14.CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 15.CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. GENERAL NOTES 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. SITE PREPARATION NOTES: LEGEND: PROPERTY LINE - SUBJECT SITE EXISTING GAS LINE EXISTING ABOVE GROUND ELECTRIC PROPERTY LINE - ADJACENT SITES EXISTING WATER SERVICE EXISTING STORMWATER EXISTING SANITARY SEWER SILT FENCE TREE PROTECTION FENCE UTILITY DEMOLITION ASPHALT/ CONCRETE REMOVAL BUILDING DEMOLITION STABILIZED CONSTRUCTION ENTRANCE Planning Board # 18.xxx Approved under authority of a resolution adopted ________________ by the Planning Board of the City of Saratoga Springs. Chairperson ____________________________________________ Date Signed:____________________________________________ Approval 1 2 3 4 7 8 9 12 13 14 15 16 17 18 25 24 23 22 21 20 19 26 27 27 29 CONCRETE RETAINING WALL, BY ARCHITECT 6 L-05 6" GRANITE CURB11 L-04 EXISTING FIRE HYDRANT HEATED CONCRETE PAVING, TYP. (2) 6' BENCHES INFORMATIONAL KIOSK (1) GYMNOCLADUS DIOICA KENTUCKY COFFEE TREE (MALE), MIN. 4" CALIPER FENCE1 L-05 20.00' ACCESS EASEMENT 18.00' TYP.9.00'TYP.18.00'20.00'17.00'22.80'12.75' TRUCK MANEUVERING PLAN 18.00' TYP.9.00'TYP.24.00' 9.00' TYP. 8.00' TYP. DIVISION STREET BROADWAYEXISTING PARKING EXISTING PARKING PROPOSED 5 STORY BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING PROP E R T Y LI N E PROPERTY LINE PROPERTY LINEPROPERTY LINEEXISTING BUILDING R10 'R1 0 ' LAWN LAWN BUILDING ABOVEBUILDING ABOVEBUILDING ABOVE BUILDI N G A B O V E 262' 150'165'51'67'3 L-05 ACCESSIBLE PARKING SPACE 4 L-05 ACCESS EASEMENT ASPHALT PAVEMENT PER THE CITY OF SARATOGA SPRINGS STANDARDS, TYP. 7 L-04 ASPHALT PAVEMENT PER THE CITY OF SARATOGA SPRINGS STANDARDS, TYP. 7 L-04 TRASH & RECYCLING ROOM INTERNAL RAMP TO PARKING GARAGE 5 6 11 30 31 32 33 34 35 24.00'26.00'50' 75' MOTORCYCLE PARKING (2) UTILITY METER BANKCONCRETE PAVING, TYP. 9 L-04 FLUSH CURB 10 L-04 CONCRETE RETAINING WALL AND BARRIER, BY ARCHITECT ASPHALT PAVEMENT 7 L-04 ASPHALT PAVEMENT 7 L-04 EXISTING BUILDING 12 MECHANIZED LIFTS (SPACES 38-49) 10 36 37 BIKE RACK TRANSFORMERS AND SWITCH GEARS © the LA Group 2017 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Save Date: 8/16/2018 4:23 PMFile Name: G:\Proj-2018\2018050_Burns_385_Broadway\2018050CAD\L-02_LayoutMaterialsPlan.dwgPlotted By:KATELYN KOURY385 Broadway 385 Broadway Saratoga Springs, New York 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2018050 Layout and Materials Plan L-02 KMK KMK DRC 6/7/2018 1"=20' 1 City Comments 08/15/2018 1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. LAYOUT NOTES: LEGEND: PROPERTY LINE - SUBJECT SITE EXISTING ACCESS EASEMENT ASPHALT PAVEMENT PROPERTY LINE - ADJACENT SITES CONCRETE PAVEMENT CONCRETE CURB 10 5 10 15 20200 Scale: 1" = 20' EXISTING FENCE FENCE / GUARD RAIL ACCESSIBLE PARKING SPACE PARKING COUNT Planning Board # 18.xxx Approved under authority of a resolution adopted ________________ by the Planning Board of the City of Saratoga Springs. Chairperson ____________________________________________ Date Signed:____________________________________________ Approval 1 LAWN DECIDUOUS TREE FFE 311.7 FFE 304.7FFE 305.7 304.27 TR 310.8 310.65 (E) 305.02 (E) 303.52 (E)302.80 (E) 304.45(E) 304.75(E) 304.93 304.07 303.48 302.44(E) 302.37(E) 303.98 303.78 310.8 FFE 305.7 FFE 305.7 310.8 310.4 (E) 311.47 (E) 311.46 (E) 311.25 311.0 311.7 310.55 (E) 310.6 310.5 311.0 311.70 311.70 DIVISION STREET BROADWAYPROPOSED 5 STORY BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING PROP E R T Y LI N E PROPERTY LINE PROPERTY LINEPROPERTY LINEEXISTING BUILDING EXISTING BUILDING 10'MIN.50 LF OF 6" DIP CONNECT TO EXISTING 16" D.I.P. WATERMAIN & INSTALL A 16" X 6" TAPPING SLEEVE, 6" GATE VALVE & THRUST BLOCK CONNECT TO EXISTING 12" VCP WITH A 12" X 6" SADDLE, CONTRACTOR TO CONFIRM INVERT OF SANITARY LINE PRIOR TO INSTALLATION 6" PVC SEWER LATERAL @ 2.00% 58 LF OF 12" HDPE @ 0.5% CB-1 RIM: 301.85' INV. IN: 299.15' INV. OUT: 299.05' 39 LF OF 12" HDPE @ 0.5% REPLACE 110' LF OF EXISTING 8" HDPE W/ 12" HDPE BUILDING ABOVEBUILDING ABOVEBUILDI N G A B O V E MAINTAIN EXISTING STRUCTURE, INCREASE PIPE HOLE SIZE FOR NEW 12" PIPES INV. IN: 298.85' INV. OUT: 298.75' INTERNAL RAMP TO PARKING GARAGE © the LA Group 2017 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Save Date: 8/16/2018 4:28 PMFile Name: G:\Proj-2018\2018050_Burns_385_Broadway\2018050CAD\L-03_GradingDrainagePlan.dwgPlotted By:KARA TEDFORD385 Broadway 385 Broadway Saratoga Springs, New York 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2018050 Grading Drainage& Utility Plan L-03 KMK KMK DRC 6/7/2018 1"=20' 1 CITY COMMENTS 08/15/2018 10 5 10 15 20200 Scale: 1" = 20' WATER SYSTEM NOTES: LEGEND: PROPERTY LINE - SUBJECT SITE EXISTING GAS LINE EXISTING ABOVE GROUND ELECTRIC PROPERTY LINE - ADJACENT SITES EXISTING WATER SERVICE EXISTING STORMWATER EXISTING SANITARY SEWER PROPOSED WATER SERVICE PROPOSED STORMWATER PROPOSED SANITARY SEWER 1.SURVEY INFORMATION PROVIDED BY THOMPSON FLEMING LAND SURVEYORS,P.C. BASED ON TOPOGRAPHIC SURVEY MAP DATED MARCH 22, 2018. 2.ALL GRADES SET IN THE FIELD SHALL BE COMPLETED BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL CONDITIONS TO THE OWNER'S REPRESENTATIVE. 4.THE CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 5.THE CONTRACTOR SHALL PROVIDE DUST AND EROSION CONTROL AS APPROVED BY THE OWNER'S REPRESENTATIVE. 6.THE CONTRACTOR SHALL BLEND ALL NEW EARTHWORK INTO EXISTING GRADES AT THE LIMITS OF GRADING. PROVIDE SMOOTH ROUNDED TRANSITIONS AT ALL TOP AND BOTTOM OF SLOPES. 1.PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS. 2.ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS. 3.INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4.FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS CITY ENGINEER, PRIOR TO INSTALLATIONS. 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 3.CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. 4.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 5.THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 6.NEW WATER SERVICES FROM MAIN TO CURB STOP SHALL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 7.DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS-BUILT DRAWINGS. 8.THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH-ON PIPE. 9.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 10.MECHANICAL JOINT TAPPING SLEEVE SHALL CONFORM TO ANSI B16.1, CLASS 125 FLANGE, MSS SP-60 STANDARD, AND ANSI/AWWA C111 STANDARD, AND HAVE A MAXIMUM WORKING PRESSURE OF 200PSIG FOR SERVICES 4-INCH THRU AND INCLUDING 12-INCH. 11.MECHANICAL JOINT RESILIENT WEDGE TAPPING VALVES SHALL CONFORM TO AWWA C500 STANDARD AND HAVE A MAXIMUM WORKING PRESSURE OF 200 PSIG. VALVE SHALL BE NON-RISING STEM TYPE AND SHALL OPEN "RIGHT" (CLOCKWISE) 12.WATERLINE SHALL BE CLASS 52 DUCTILE IRON, DOUBLE CEMENT LINED BITUMINOUS COATED CONFORMING TO AWWA/ANSI C151/A21.51, AWWA/ANSI C111/A21.11, AND AWWA/ANSI C104/A21.4. 13.VALVE BOXES A.CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. B.COVER SHALL BE STAY-PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 14.VALVES A.ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). B.R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON-RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC COATED STEEL. C.ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. D.ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. E.VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. F.EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. G.MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 15.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLAN ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (U.F.P.O.) (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 16.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 17.BACKFLOW PREVENTION DEVICE TO BE INCLUDED WITHIN THE BUILDING. THE BUILDING PERMIT DRAWINGS WILL PROVIDE TYPE AND SPECIFICATION FOR TESTING WITHIN THE BUILDING PERMIT SUBMISSION FROM A MECHANICAL ENGINEERING PROFESSIONAL. GRADING NOTES: SANITARY SEWER NOTES: Planning Board # 18.xxx Approved under authority of a resolution adopted ________________ by the Planning Board of the City of Saratoga Springs. Chairperson ____________________________________________ Date Signed:____________________________________________ Approval METAL POST WATERPROOF PERMANENT SIGN READING: "PROTECTION AREA" ORANGE POLYETHYLENE WARNING FENCE DRIP EDGE 4'-0"4'-0"ISOMETRIC VIEW INSTALLATION DETAIL STEEL FRAME FOR BAG REMOVAL FROM INLET INLET GRATE 4'2'NOTES: 1.AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. 2.INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES.3'3/4" PREMOLDED EXPANSION JOINT CONCRETE SIDEWALK FINISHED GRADE 1/4" RADIUS PAVEMENT POURED-IN-PLACE CONCRETE CURB SEE CONCRETE SPECIFICATIONS GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX.18"6"MIN.7" 6"6"GRANITE CURB DETAIL CURB JOINT DETAIL BEDDI N G BACKI N G GRANI T E C U R BI N G GRANI T E C U R BI N G FINISHED GRADE 1 2" JOINT FILLER WHEN ABUTTING CONCRETE MIN 12" LONG, 3000 PSI WET MIX CONCRETE BACKING AT CURB JOINTS 6"MIN.5"MIN.6"6"6"6"1'-0" FINISHED GRADE GRANITE CURB N.Y.S. D.O.T. SECT 304 TYPE 2, SUBBASE 3000 PSI DRY MIX CONCRETE BEDDING, CONTINUOUS ALONG CURB NYS DOT SECT 304 TYPE 2, SUBBASE COMPACTED OR UNDISTURBED SUBGRADE © the LA Group 2017 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Save Date: 8/16/2018 4:21 PMFile Name: G:\Proj-2018\2018050_Burns_385_Broadway\2018050CAD\L-04_SiteDetails.dwgPlotted By:KARA TEDFORD385 Broadway 385 Broadway Saratoga Springs, New York 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2018050 Site Details L-04 KMK KMK DRC 6/7/2018 1"=20' 2 SILT FENCE SCALE: NTS16" ABOVEGRADE6"BELOW GRADE10' MAX. ℄ TO ℄ 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 2' OVERALLFABRIC HT.20" MIN.16" MIN.36" MIN. FENCE POST FILTER FABRIC FLOW 6"MIN.EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTIONPERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW 2 1 MAX. NOTES: 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3.EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. 4 CONCRETE WASHOUT SCALE: NTS 5 TREE PROTECTION DETAIL SCALE: NTS CONSTRUCTION SPECIFICATIONS: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6.FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. 6 INLET PROTECTION - FINISHED PAVED AREAS SCALE: NTS 25'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER COMPACTED SUBGRADE R . 3 0 ' - 0 " T Y P . EDGE OF EXISTING ROADWAY 1 STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3.THICKNESS- NOT LESS THAN SIX (6) INCHES. 4.WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8.PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STRAWBALES STAKED INTO GROUND NOTE: 1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 12'-0"MIN.8' MIN.2' MIN.NOTES: 1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2.TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3.THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. 7 ASPHALT PAVEMENT SCALE: NTS SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTORDEPTH TOSUBGRADE ASREQUIREDBINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION PARKING LOT 1-1/2"2"8" PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE EXISTING PAVINGPROPOSED PAVING 8 PAVEMENT KEY SCALE: NTS TOP COURSE BINDER COURSE KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL COMPACTED SUBGRADE STANDARD ROADWAY 1-1/2"3"12" 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER 9 CONCRETE PAVEMENT ON GRADE SCALE: NTS THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 2 VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 3 TEMPORARY STOCKPILE SCALE: NTS 10 6" CONCRETE CURB SCALE: NTS Planning Board # 18.xxx Approved under authority of a resolution adopted ________________ by the Planning Board of the City of Saratoga Springs. Chairperson ____________________________________________ Date Signed:____________________________________________ Approval16"6" FLUSH CURB IN PAVING1/2"6"6"6"6"6" PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS 1/2" RADIUS FINISH GRADE 4,000 PSI CAST-IN-PLACE CONCRETE CURB COMPACTED GRAVEL BASE NYSDOT SECT. 304, TYPE 2 11 GRANITE CURB SCALE: NTS CONCRETE WALK NON-ACCESSIBLE PARKING SPACE (TYP.) NO-PARKING STRIP PAINTED WITH 4" DIAGONAL LINES NOTE: MAXIMUM SLOP WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) 4" WIDE PARKING LINES PAINTED WHITE NOTE: PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO 100, 1 HANDICAP SPACE IN EVERY SPACES OVER 100. (AS PER N.Y.S. BLDG. CODE). ANSI STANDARD HANDICAP SYMBOL FREE STANDING "NO PARKING" SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). FREE STANDING VAN ACCESSIBLE SIGN TO MEET ANSI STDS. (4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE.3'-11"5"50.0°100°R5 " 5 " R14"5"2"5"1'-2"1 0 " NOTES: ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY. 110°2'-4"1'-5" NOTES: -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT.12"EQ.EQ. STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE © the LA Group 2017 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 385 Bway Saratoga, LLC 1732 Western Avenue Albany, New York 12203 Save Date: 8/16/2018 4:21 PMFile Name: G:\Proj-2018\2018050_Burns_385_Broadway\2018050CAD\L-04_SiteDetails.dwgPlotted By:KARA TEDFORD385 Broadway 385 Broadway Saratoga Springs, New York 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: 2018050 Site Details L-05 KMK KMK DRC 6/7/2018 1"=20' 1 City Comments 08/15/2018 NOTES: 1.ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 2.POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. 3.ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS. 4.SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA COUNTY COMMISSIONER OF PUBLIC WORKS. SEE NOTES SEE NOTESSEE NOTESSEE NOTES FOR SPECIFICATIONS GALVANIZED POST & BREAKAWAY HARDWARE APPROVED BY CITY TRAFFIC DEPARTMENT BASE POST DRIVEN INTO GROUND (CONCRETE SHALL NOT BE USED) ELEVATION 2 TRAFFIC SIGN SCHEDULE SCALE: NTS NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. SCHEDULE 4 ACCESSIBLE PARKING SCALE: NTS 5 ACCESSIBLE PARKING SYMBOL SCALE: NTS 3 DECIDUOUS TREE PLANTING SCALE: NTS 1 FENCE SCALE: NTS Planning Board # 18.xxx Approved under authority of a resolution adopted ________________ by the Planning Board of the City of Saratoga Springs. Chairperson ____________________________________________ Date Signed:____________________________________________ Approval 6 RADIANT HEATED CONCRETE WALK DETAIL SCALE: NTS POLYETHYLENE MOISTURE BARRIER, 6 MIL TYP. INSULATION COMPACTED SUBBASE EDGE INSULATION RAUPEX PIPE, 3" TYP. IN MIDDLE OF SLAB WIRE MESH OR REBAR TIES NOTE: CHECK WITH INSULATION MANUFACTURER TO ENSURE IT MEETS REQUIRED COMPRESSION STRENGTH 1-1/2" TO 2" TYP. BASED ON DESIGN 6" CONCRETE 1" TYP. 6" TYP. PROVIDE 1/4" WASH FOOTING 12" DIA. TYP. ACROSS TOP OF 3,000 PSI CONCRETE FOOTING (typical) TENSION BAND WITH CARRIAGE END & CORNER POST TENSION BAR BOLTS AND NUTS CHAIN LINK, TOP SELVAGE CONNECTION SLEEVE KNUCKLED TOP RAIL LINE POST TOP LINE POST BOTTOM SELVAGE KNUCKLED 10'-0" O/C MAX.4'-0"4'-0"18" DIA. @ GATE POSTS BLACK VINYL COATED FENCE PLANTINGAREA DRAIN0.1' MAXIMUM PONDINGROOF STRUCTUREMARAFI 160N SEPARATION FABRIC20 MIL POLY WATERPROOF MEMBRANEINSULATIONDRAINAGE LAYER,FLORADRAIN FD 40-E ORAPPROVED EQUAL6" ENGINEERED SOIL,ZINCOBLEND E ORAPPROVED EQUALMECHANICAL EQUIPMENTMECHANICAL EQUIPMENTGREEN ROOF648 SFGREEN ROOF648 SFGREEN ROOF560 SFINTERIORINTERIORDECKGREEN ROOF1200 SFDECKDECKGREEN ROOF728 SFPATIO2ND FLOORROOF TOP© the LA Group 2017Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.385 Bway Saratoga,LLC1732 Western AvenueAlbany, New York 12203385 Broadway385 BroadwaySaratoga Springs, New York 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:201805008/15/2018City Comments1NTS6/7/2018DBHBCSBCSL-06Utility Details1TYPICAL TRENCHSCALE: NTS1'-0"5'-0" MIN. COVERMIN.UNLESS OTHERWISE NOTEDMIN.PIPEO.D.6" MIN.O.D./2PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALSWHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BECOMPACTIONCOMPACTIONMECHANICALCOMPACTIONMECHANICALMECHANICALPLACEMENTMETHOD OFALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BENYSDOT TYPE 1 (SECT. 304). MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT.b)a)3)2)EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER.TYPE 1 (SECT. 304). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT.IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE SUBBASE COURSE, NYSDOT GRADATIONIN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIALFINAL TRENCH BACKFILL1)NOTES:FINAL TRENCH BACKFILLPIPE ZONE BACKFILL11A OR 1SEE NOTECOARSE AGG.CLEAN SAND ORCRUSHEDSEE NOTESCOVERVARIES12' MIN.PIPE O.D./26" MIN. +PIPE ZONE BEDDINGNYSDOT SIZEMATERIALDEPTHITEMNEW PVMT., SEE DETAILPVMT. RESTORATIONLAWN RESTORATION1111VARIES - AS REQ'D.5'-0" MAX. VERT. WALLPIPE O.D. + 24"8"1'-6"AGGREGATESAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TOPLACEMENT OF NEW PAVEMENT.EXIST. PVMT.SUBBASE MAT'L.; REFERTO NEW PVMT. DETAILBURIED IDENTIFICATIONWARNING TAPEFINAL TRENCH BACKFILL(SEE NOTE)#10 COPPER TRACER WIRECENTERED ON PIPE. COIL ENDS ATACCESSIBLE LOCATIONS (FORCEMAIN ONLY)PIPE ZONE BACKFILLPIPE ZONE BEDDING MAT'LTOPSOIL & SEEDAS SPECIFIEDMIN.KEYJT.D=DEPTH SCHEDULE)SECTION A-AFOR USE AS APPROVED BY CITYENGINEER.NOTE: RETAINING GLANDS ACCEPTABLEW=WIDTHAPLAN(TYP)4,000 p.s.i.UNDISTURBEDSOILTHRUST BLOCK#30 ROOFING FELTGRADEAWATER MAIN(OR SEWERFORCE MAIN)CONCRETETHRUSTBLOCK11-1/4° (1/32)6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOILBEARING CAPACITY OF 2000 p.s.i. WITH A SAFETY FACTOROF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300'7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALLBE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS,OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENTWITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALLDIMENSIONS0.5 x 1.5D x L1.0 x 1.51.0 x 2.0REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINSLARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER.90° (1/4) BEND HARDWARE.DIMENSIONS3.25.78.8D x L1.5 x 2.52.0 x 3.02.5 x 3.5FT.SQ.AREA4.58.012.5PIPESIZE6INCHES810AREASQ.FT.TEEHEAD.SQ.AREABENDDIMENSIONSFT.0.61.11.71.0 x 1.5D x L1.5 x 1.51.5 X 2.5SQ.DIMENSIONSFT.1.22.23.4D x L1.5 x 2.02.0 x 2.52.0 x 3.0AREA22-1/2° (1/16)BENDAS REQUIRED BY THE ENGINEER.SQ.DIMENSIONSFT.2.44.36.82.0 x 2.52.0 x 4.03.0 x 4.5D x LAREA45° (1/8) BEND1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING REQUIRED.NOTES:2. CONCRETE NOT TO OVERLAP ANY JOINT. 81 WHERE: V± = LD (W + I.D.) - I.D. V = VOLUME IN CUBIC YARDS W = WIDTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET L = LENGTH OF BLOCK IN FEET5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK:0.5 x 1.01.41.0 x 1.52.040.3.5 x 1.5.61.0 x 1.51.11.0 x 2.04THRUST BLOCK DETAILSCALE: NTS3CONNECTION TO EXISTING WATER MAIN DETAILSCALE: NTSSEWER SERVICE CONNECTION - PLANPIPE BEDDING AS REQ'DUNDISTURBED SUB-GRADE45° OR 30° BENDAS REQ'DSLOPE: 2% MIN. (1/4" PER FOOT)45° OR 30° BEND AS REQ'DBUILDING SEWER LATERALFLOW C L2"x 4"x L PRESSURE-TREATED STAKESET PLUMB AT END OF LATERALFINISHED GRADE12' MAX. TO INVERT END CAP FOR FUTURECONNECTIONPROPERTY LINE, R.O.W. OREASEMENT LIMIT3"±REVEAL45°12" VCP SEWER MAIN6" MINIMUMMIN. SDR 26 PVC2"x 4" PRESSURE TREATEDSTAKELATERAL ON PRIVATE PROPERTY -MIN. SCH. 40 PVC7 SEWER SERVICE DETAILSCALE: NTS5' MIN. COVER 1 PIPE LENGTH (18'-0" MIN.)PROPOSED 16"x6" TAPPINGSLEEVE AS INDICATED ON THEPLANSEXISTING 16" DUCTILE IRONPIPE WATER MAIN3,000 PSI MIN.CAST-IN-PLACECONCRETE THRUSTBLOCKUNEXCAVATED/UNDISTURBEDEARTHMECHANICAL JOINT TAPPING VALVE & M.J.RETAINER GLANDS PER CITY OF SARATOGASRPINGS STANDARDS12" X 12" SOLID PRECASTCONCRETE BLOCKS (6" MIN. THICK)CRUSHED STONE PIPE BEDDING, ASSPECIFIED6"Ø DIP, CL 52, WATER MAIN PERCITY OF SARATOGA SPRINGSSTANDARDS. AS INDICATED ONTHE PLANS.MECHANICAL JOINT RETAINERGLAND FOR DIP PIPE, AS REQ'D.(2) 3/4" Ø THREADED TIE RODS,WASHERS & NUTS AS SPECIFIED;APPLY (2) COATS OF COAL TAREPOXY PAINT FOLLOWINGASSEMBLY (20 MILS MIN. DFTTOTAL), TYP.EXCAVATION BACKFILLAND COMPACTION PERCITY OF SARATOGASPRINGS STANDARDSPROPOSED FINISHED GRADEOR EXISTING GROUND LINETELESCOPIC PATTERNVALVE BOX PER CITYOF SARATOGA SPRINGSSTANDARDSEQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING.PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTEDOUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-18" MIN.STATE STANDARDS")(REFERENCE- "TENNOTE:FINISHED GRADESANITARY SEWER ORWATER LINESTORM SEWER2UTILITY CROSSING DETAILSCALE: NTS6GREEN ROOFSCALE: NTS5GREEN ROOF LAYOUT PLANSCALE: NTS6" SADDLE WITH STAINLESS STEELSTRAPS PER MANUFACTURERRECOMMENDATION, ROMACINDUSTRIES, INC.Planning Board # 18.xxxApproved under authority of a resolution adopted ________________by the Planning Board of the City of Saratoga Springs.Chairperson____________________________________________Date Signed:____________________________________________Approval SHEET #:385 BroadwayDesign Review ApplicationBROADWAY ELEVATIONDRC1305.23.18(THE ADELPHI HOTEL)365 BROADWAY375 BROADWAY DRUTHERS ENTRY 385 BROADWAY(SARATOGA STADIUM)389 BROADWAY395 BROADWAY(FINGERPAINT)353 BROADWAY(SALT AND CHAR)304.7'T.O. FLOOR/GRADE360.4'T.O. CORNICE367.9'T.O. ROOF DECK 63' ‐ 2"373.5'T.O. PARAPET5' ‐  9"ROOF TOP  ACCESS BEYOND55' ‐ 8" 68' ‐ 10"  SHEET #:385 BroadwayDesign Review ApplicationSOUTH ELEVATIONDRC1405.23.18385 BROADWAYDRUTHERSDRUTHERS COURTYARDBROADWAY SIDEWALKACCESS ALLEY SHEET #:385 BroadwayDesign Review ApplicationWEST ELEVATIONDRC1505.23.18SARATOGA STADIUM BEYOND385 BROADWAYFINGERPAINT BEYONDTHE ADELPHI HOTEL BEYOND SHEET #:385 BroadwayDesign Review ApplicationNORTH ELEVATIONDRC1605.23.18SARATOGA STADIUM385 BROADWAY / FINGERPAINT PARKING LOTBROADWAY SIDEWALKACCESS ALLEY