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HomeMy WebLinkAbout20181013 2018.104 Plan Set 1-22-19318 West Avenue Mixed Use Building 318 West Avenue, Saratoga Springs, New York 12866 VICINITY MAP PROJECT SITE Golf Course rTh PROJECT SITE PROJECT LOCATION MAP S1 L-1.0 L-2.0 L-3.0 L-4.0 L-5.0 L-6.0 L-6.1 L-6.2 COVER SURVEY SITE PREPARATION, DEMOLITION, AND ESC PLAN SITE LAYOUT & MATERIALS PLAN SITE GRADING, DRAINAGE & UTILITIES PLAN SITE LANDSCAPE PLAN SITE LIGHTING PLAN SITE DETAILS SITE DETAILS SITE DETAILS SITE STATISTICS TAX ID / PARCEL NUMBER: PARCEL SIZE: ZONING: ZONING REQUIREMENTS: 178.48-1-16, 178.48-1-41, 178.-4-24 0.518 AC TRANSECT- 4 AND TRANSECT- 5 URBAN NEIGHBORHOOD AND NEIGHBORHOOD CENTER REQUIRED MAX BUILDING HEIGHT: 40' MIN % BUILD OUT ALONG FRONTAGE 50% FRONT BUILD -TO -LINE 12'-18' SIDE SETBACK 12' REAR SETBACK 24' MIXED USE BUILDING: RESIDENTIAL COMMERCIAL PARKING 2 UNITS 6,675 SF 25 SPACES PROVIDED 40' 50% 13' 12' 24' PARKING REQUIREMENTS OFFICE I SPACE PER 300SF = 6675 22 SPACES 300 = RESIDENTIAL UNITS 1.5 PER UNIT 2 UNITS X 1.5 = 3 SPACES TOTAL SPACES REQUIRED 25 SPACES CITY OF SARATOGA SPRINGS STANDARD NOTES 1. 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 VERTICAL DATUM, 1929. 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR TO A 4. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE IS REQUIRED. 5. THE COST OF CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT 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 FOR THE PROJECT. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK 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 OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. 9. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. SPECIAL USE PERMIT NOTICE OF DETERMINATION CITY OF SARATOGA SPRINGS PLANNING BOARD 1I Cloy Hell - 474 Broadway Saratoga Spring, New York 12866 Tel: 518.5513550 las: 51 &580-9+80 wwwzaramga-wrings.«g MARK TORPEY, Chair AAMIN 7071610, eke Chair ROBERT E BRISTOL CLIFFORD VAN WAGNER JANET CASEY TODD EA602Zi n RUTH HORTON R ABIGAIL WOLFSON, line e vellyfAN. Alternate OCT C g P9lr NOTICE OF DECISION Acico V-, 4R'74EAIr In the matter of the permanent Special Use Permit application 416.048 of. 318 West Avenue Saratoga Springs. NY 12566 Involving the premises wills Tax Parcel 1D4178_48-I-1fi. 178.48-1-11. 178 -1-24. in the City of Saratoga Springs, on an application for a permanent special use permit for 6.675 sq. tt. office and 2 residential units within the Transect -4 U rbsn Neighborhood District with the Planning Board who met on October 4, 2018 and made the following decision(si with a 6-0 vote On favor: Torpey, Patina, Casey. Fabuzai. Horton, Ryan); I. In accordance with SEQRA regulations 6NYCRR Part li 17 and after review and evaluation of the SEQR A short Environmental Assessment Form Poet 1 Rod 11, made a motion tot approve' .he issuance of a SEQRA Negative Declaration of environmental sigrtificance. 2. Following evaluation of the identified six standards for the issuance of special use permit as set forth in 7.1.3 of the City of Saratoga Springs Zoning Ordinance, moved to approve the permanent special use permit. Unless otherwise extended by the Planning Board, this approval shall expire if the applicant fails to comply with any required conditions and start actual construction, or otherwise implement this approval within 18 months from this date, October4 2018 Date tt. Build_rrn Ineraor, Cry Engineer, Accounts Dept; Appkene Choir November 19, 2018 REVISED January 21, 2019 ARCHITECTURAL RENDERING APPLICANT: Cassier Smith Real Estate Holdings, LLC 32 Clinton Street Saratoga Springs, NY 12866 ARCHITECT: Balzer & Tuck Architecture 468 Broadway Saratoga Springs, NY 12866 SURVEYOR: Thompson Fleming land Surveyors, P.C. 12 Lake Avenue Saratoga Springs, NY 12866 PREPARED BY: The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Planning Board # 18.055 APPROVAL: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. DATE SIGNED CHAIRPERSON y4 as ingtnn S1 West Hill Plaza 9 astcna,43 t,i,lc4s01 Dr g" n frednck A+ rr ID J Ltirrxa r St P St Peters Cemetery Pitney Meadows Community Farre 5t • OWN g SITES meth Mt f En Ln a,ksz Congress Plaza YrE, Ln a p -h St � W Circular Sk coder Ln Saratoga Springs High Sctiool Gi l PLI(7on, Ri 'l1'enLJe c' y e 5'ir.C6 • Espey Manufacturing & Electronics Corporation a,N 't 1, f e .fc' National Museum of Dance & Hall of Fame c C'angress St P hna S uri' Can•gr Lincoln Nit Greenridge Cemetery r,s,;n'.St w a ea iiir',OF CrescerrtAve Saratoga Honda Location Map Vicinity Map Notes: 1. Elevations are based on NGVD 29 datum. X302.03 302.26 7 3.76 X 304/6 \A / 3 vl� X 304.20 304.42X TBM 2 TOP NAIL ELEV=303.85 304,29 I / Z/ 18"CATABW / W 18"CAlA6W{^� / \--( 4(- 20"PINE / /-'3*20»PINE *5"PINE 18"CATABW / 1/2"IR. X 302.07 O� X301.80 9,904 �s or 0.227 f.c. /d1 TM #178.48-116 \<v / 34"SPRUCE X 30.97 302.20* O/ -____, t� Op O� \ 3 .9/ / n/fLLC Wolbren Holdings ---Inst. #2013033447 75.36 S8301 '00 E 17- ,<v. hg/ h0 VL 305.06 18 01 X302.81 /f lands of / The Saratoga Region Christian Assoc. Young Men's 2007040577 o`� Inst # /l O°� `'� LOlR. � �W OT E 96.50' tiP 15" 15"PINE 8"PINE 22"PINE 18"PINE X 302.20 15"PINE 0 39194I X30/87 / /� X 302.47 0/ 30.4.35 TM# 178.4 178.48- X301"8 r� \ V• ' /' <,/ 302.20 301.34 X / p / \ 15 PINE .40 4) 4 PVC" (,9)). SEWER CL�ANOUT? / / I X 303.81 2. The location of underground utilities shown on this plan are for information only, and all utilities may not be shown. The owner or contractor shall contract 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 owner or contractor due to the failure to contact the proper authorities shall become the responsibility of the owner or contractor. 3. No water service to the existing house was found. 4. Area of New Lot = 22,587 s.f. or 0.519 acre. Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyor's Seal is a violation of Section 7209 subdivision 2 of the New York State Education Law. Only apparent easements (if any) are shown on this survey. No abstract of title was available. X303.49/ / - - I 0 N / / / 301.34 I15"PINE VFR Stos X301.08 TM �o / cP 301.66, 12 / INSIDE DIST OUTSIDE DISTRICT lands of the YMCA 6 be added to lands of Cgssier Smith: f E. Holdings 12,683 sf. or 0.291 ac. INE I \ `j0 � 96.50' N8701 '00''W171.86 X 302.33 V ye /I X, 00so / Lancs n/f of � Y�rk People of/fhe State of New/ / ye / v X301.09 / INSTITUTIONAL PARKLAND/RECREATION ZONING DISTRICT 1 /2"I R. X 302.66 SAN. M H. RIM=302.72 INV.N.=289.92 INV.S.=289.92 X 302.28 Area and Bulk Schedule - Transect Zones °1/2"1R. Transect District Maximum Bldg. Height Minimum % Build Out Along Frontage Build -To Distance From Front Lot Line Side Setback Rear Setback Principal Bldg. Back Bldg. Principal Bldg. Out -Bldg. T-4 Urban Neighborhood 2 story minimum (J).12' 40' max. height 50% 12' to 18' average 6' minimum each side 24' minimum 5' minimum T-5 Neighborhood Center 2 story minimum (J)., 50' max. height 70% 0' to 12' 0 minimum 0', minimum each side °' minimum 0 minimum Map Legend o marker found, labeled 0 utility pole - overhead wires Owner/Applicant: Margaret Smith Cassier Smith Real Estate Holdings, LLC 2 Larkspur Ct. Greenfield Center, NY 12833 Deed References: 1. Cassier Smith Real Estate Holdings, LLC Inst. #2017028334 2. Saratoga Regional Young Mens Christian Christian Association of Saratoga Springs Inst. #2013033446 3. The Young Mens Christian Association of Inst. #2007040577 0 - Association NKA Young Mens New York FLA Saratoga Springs New York Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed PB# P:\Smith, 318 West Ave S18-158\dwg\S18-158 Smith.dwg 0 z a) Ui v E cn -1-J • - C Ol •-0 � Q Oa) (n O� •- ^, ak W O7 CU) 0 Op o n 0 0 Cn W O 0 v a 0 1�1 0) z r1 rn Cn C c • 0- (/) CT o CO cnCNI DATE DESCRIPTION REVISIONS DATE: August 6, 2018 JOB NO.: S18-158.24 DRAWN BY: DES CHKD.BY: WMT `SCALE: 1" = 20' 10 0 10 20 S18-158.24 GENERAL NOTES 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "LOT LINE ADJUSTMENT FOR CASSIER SMITH REAL ESTATE HOLDINGS, LLC", DATED AUG. 6, 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. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF WORK LINE. IF NO LIMIT OF WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 7. 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. 8. IT IS THE CONTRACTORS 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 OWNERS REPRESENTATIVE. 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. 10. STORAGE AREAS FOR THE GENERAL CONTRACTORS EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED BY THE OWNERS REPRESENTATIVE. 11. 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 CONTRACTORS FAILURE TO DO SO, HE SHALL AND WILL , MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. / / / / / / CONTRACTOR TO LOCATE WATER SERVICE CORP. STOP, SHUT OFF, AND ABANDON LINE. / / / / / STOCKPILE AREA TYP CONCRETE WASHOUT / SAW CUT EXISTING PAVEMENT /REMOVE VEGETATION, TYP LIMIT OF DISTURBANCE STABILIZED CONSTRUCTION ENTRANCE, TYP I n/f //olh ren Holdings I l C Inst. #20 I /00344 / ,o 111C: .Dur ucugu i\Ccgiuri Young Men's Christian Assoc. Inst. #200/0405// s/ \EW/ LOTL-I\E �P IN S83°01'001- 171.86' =11=11 I ,I SF . SF SF SF S SF 1 E / 0) N 'PINE / / BUILDING AND GARAGE TO BE REMOVED. SEE ARCHITECTURAL DRAWINGS / 'PINE SPRU E 5 "PINE c & C o 0 /�N� gam_ .(z./ TV# 178.-L-2 L c)<6') \ TV# 178.8-1-41 / N ASPHALT PAVEMENT TO BE REMOVED RAILROAD TIE WALL TO BE CUT AT PROPERTY LINE AND REMOVED 44 Ogg SQ / Pj / C,j/ CO 0 CO cv 4 - 4c// LIMIT OF DISTURBANCE SILT FENCE, TYP. \<\ o \c\ cv) n/ •(` 6( 4D /2"/ DISTF Q)\ N / / SAN. RIM=302. 72 N i AS 12. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. 13. 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. 14. 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. 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 16. 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. MAINTENANCE 1. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED ON A REGULAR BASIS AND AFTER EVERY STORM EVENT, AND MAINTAINED TO ENSURE SATISFACTORY PERFORMANCE AND COMPLIANCE WITH PLANS, DETAILS AND LOCAL REQUIREMENTS. 2. CLEAN ALL STORMWATER SYSTEMS OF SEDIMENT, TRASH, AND DEBRIS ON A REGULAR BASIS. 3. ANY DEFICIENCIES, FAILURES OR BREAKDOWNS OF EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REPAIRED WITHIN 24 HOURS. AS AS I -11M-1 I A EROSION AND SEDIMENT CONTROL NOTES PINE 0 mN_ /AL • AS AS I 171.86' N8,3°01 '00 ''W 1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY AND/OR INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. 2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS REQUIREMENTS. 3. PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST BE INSTALLED AT PROJECT INGRESS AND EGRESS POINTS AND IN ACCORDANCE WITH THE PROJECT PLANS AND DETAILS. PAVED AREAS WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY. 4. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. 5. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 6. ALL CATCH BASIN INLETS SHALL BE PROTECTED FROM SEDIMENT LADEN RUNOFF. 7. ALL STORM DRAINAGE CONVEYANCES AND OUTLETS SHALL BE STABILIZED, AS REQUIRED, BEFORE THEY BECOME OPERATIONAL. 8. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO PREVENT EROSION BEFORE GRASS IS ESTABLISHED AND PROMOTE FASTER VEGETATION COVER. 9. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE DETERMINED BY THE OWNERS REPRESENTATIVE. 8. SLOPES GREATER THAN 3:1 SHALL BE PROTECTED AND STABILIZED USING ROLLED EROSION CONTROL PRACTICES. ALL PROPOSED PRACTICES SHALL BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. 9. DUST SHALL BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO NYSDEC STANDARDS AND MAY INCLUDE WATERING WITH A SOLUTION OF CALCIUM CHLORIDE AND WATER. 10. WHENEVER POSSIBLE, THE CONTRACTOR SHALL USE STAGED CONSTRUCTION METHODS TO MINIMIZE EXPOSED SURFACES. 11. SOIL STOCKPILES SHALL BE STABILIZED IN ACCORDANCE WITH NOTES AND PLANS AND SHALL BE ENCLOSED BY SILT FENCE ON THE DOWNHILL SIDE. 12. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND ALL DISTURBED AREAS BECOME PERMANENTLY STABILIZED. 13. WHEN ALL DISTURBED AREAS REACH PERMANENT STABILIZATION, REMOVE AND DISPOSE ALL EROSION AND SEDIMENT CONTROL DEVICES AND STABILIZE AND RESTORE SITES DISTURBED BY REMOVAL OF EROSION CONTROL DEVICES. SITE PREPARATION 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 CONTRACTORS 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. STABILIZATION 1. 2. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. IN AREAS WHERE SOIL DISTURBANCE HAS TEMPORARILY (NO EARTH DISTURBANCE FOR LONGER THAN 14 DAYS) OR PERMANENTLY CEASED, THE APPLICATION OF STABILIZATION MEASURES MUST BE INITIATED AND COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE SOIL DISTURBANCE IN A SPECIFIC AREA HAS CEASED. 3. WHEN CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE HAS STOPPED AND EARTH -DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, INITIATION OF TEMPORARY STABILIZATION MEASURES IS NOT REQUIRED ON THAT PORTION OF THE SITE. 4. TEMPORARILY STABILIZATION OF BARE SOILS SHALL INCLUDE, AT A MINIMUM, SEEDING WITH ANNUAL RYE AT A SEEDING RATE OF 1 LB. PER 1,000 SQ. FT. AND MULCHED WITH WEED FREE STRAW AT A RATE OF 2-3 BALES PER 1,000 SQ. FT. (100-120 BALES PER AC.) 5. AN AREA SHALL BE CONSIDERED PERMANENTLY STABLE IF ONE OF THE FOLLOWING HAS OCCURRED: 5.1. A UNIFORM PERENNIAL VEGETATION COVERAGE WITH A MINIMUM DENSITY OF 80 PERCENT HAS BEEN ESTABLISHED OVER A PERMEABLE SURFACE. 5.2. BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED. 5.3. A MINIMUM OF 3 INCHES OF NON-EROSIVE MATERIAL SUCH AS STONE RIPRAP OR PERMANENT LANDSCAPE MULCH HAS BEEN INSTALLED. 6. UNLESS OTHERWISE NOTED ON PLANS, SLOPES THAT ARE 3:1 OR STEEPER SHALL RECEIVE A ROLLED EROSION CONTROL PRODUCT (RECP), SODDING OR HYDROSEEDING A HOMOGENOUS MIXTURE OF WOOD FIBER MULCH WITH TACKIFYING AGENT. REMOVALS NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNERS 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 OWNERS REPRESENTATIVE. 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNERS REPRESENTATIVE. Planning Board # 18.055 LEGEND SA SF PROPERTY LINE CONSTRUCTION LIMIT LINE EXISTING VEGETATION - EXISTING ELECTRIC EXISTING UNDERGROUND SANITARY EXISTING UNDERGROUND WATER SILT FENCE EXISTING VEGETATION TO BE REMOVED xxxxxxxxxx< EXISTING ITEMS TO BE REMOVED Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed. REMOVE ASPHALT PAVEMENT REMOVE STRUCTURES, BILCO DOOR & CONC STEP STOCKPILE AREA STABILIZED CONSTRUCTION ENTRANCE Scale: 1" = 10' The LA GROUP Landscape Architecture &Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for. Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: Date: 11/19/2018 Scale: 1"=10' Rev: Description: 1 Revised per City Comments Date: 1/21/2019 Drawing Title SITE PREPARATION, DEMOLITION, AND ESC PLAN Drawing No. L-1.0 a 0 O T t6 N O 0 U 0 U T N Q O LI coa co 0, N p0).. p O c_,1 Q N d o T� N -o m z ' a_ u) LAYOUT NOTES: 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 OWNERS 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. 10. LEGEND CONCRETE CURB DETECT BLE WARNING STRIP, TYP PEDESTRIAN TRAFFIC LOAD CONCRETE SIDEWALK CITY OF SARATOGA DECORATIVE LIGHTPOLE SEE SHEET L5.0 LANDSCAPE WALL MATERIAL TO BE COORDINATED WITH ARCHITECTURAL PLANS // PEDESTRIAN TRAFFIC LOAD CONCRETE SIDEWALK STOP SIGN VEHICULAR TRAFFIC LOAD CONCRETE APRON AND WALKWAY LIMIT OF DISTURBANCE P.O.B n/f iroibren Holdings i i c Inst. #20730.3.344/ ADA ACCESSIBLE ROUTE SIGN 1 1= 1 1= 1 1= 1 1 1= 1 1= 1 1= 1 1= 8.00' 8.00' 9.00' TYP 0 c0 0 H - C3 U - I I- 1 1- 1 1 - POROUS PAVING, TYP ASPHALT PAVING, TYP (6) c$> (9) n/f lands of Ike Saratoga Region Young Men's Christian Assoc. Inst. #200/0405// 11 - 11 - 11 o) MITI 0 N N / LANDSCAPE WALL MATERIAL TO BE COORDINATED WITH ARCHITECTURAL PLANS INFILTRATION TRENCH, TYP SEE L-3.0, GRADING, UTILITY AND DRAINAGE PLAN I / 15 9) (20) 0 053 7 o, / © 318 WEST AVENUE MIXED USE BUILDING I • • • • CO' RD- • CO 4 �x— 13.00' a PROPERTY LINE CONSTRUCTION LIMIT LINE CONCRETE JOINTS .I 5/8 "IR. POROUS ASPHALT PAVING LIGHT-DUTY CONCRETE PAVING ASPHALT PAVING HEAVY-DUTY CONCRETE PAVING —x—x—x—x— VINYL FENCE PARKING ID NUMBER LANDSCAPE WALL MATERIAL TO BE COORDINATED WITH ARCHITECTURAL PLANS CONCRETE PATIO - Imo— — ■ 11 6' HT. VINYL FENCE TRASH ENCLOSURE CONC. PAD FOR TRASH RECEPTACLES I ands n/f of the People of the State of New York MEI / POROUS PAVING, TYP LIMIT OF DISTURBANCE Planning Board # 18.055 / • 1/2"I Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed. JR- 10 5 0 2 4 6 810 Scale: 1" = 10' The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs J 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared fora Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: 1"=10' Rev: 1 Description: Revised per City Comments Date: 1/21/2019 Drawing Title SITE LAYOUT & MATERIALS PLAN Drawing No. L-2.0 Ave\2017114CAD\L-3.0_Grading & Utilities.dwg GRADING NOTES: . EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 08/06/18 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS, P.C.. . ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. . SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. . ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. . WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 10. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 11. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 12. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 13. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 14. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 15. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 16. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 17. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 18. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 19. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). LEGEND 11= 850 852 b 8 857 SAN PROPERTY LINE CONSTRUCTION LINE LIMITS MAJOR CONTOUR MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SPOT ELEVATION PROPOSED WATER LINE PROPOSED SEWER LINE / / CONNECT TO 6" WATER MAIN WITH 6"X6" TAPPING SLEEVE, VALVE, AND THRUST BLOCK 6" DIP WATER SERVICE LIMIT OF DISTUR,NCE /4/ / / / / EX304.29 250' TO NEAREST HYDRANT , • / V / 1 1 'IR V V 303.75 I 1 1=1 1= 1 1=1 1=1 1 303.55 II Hill IIi 11iI l II II 2' WIDE INFILTRATION TRENCH, TYP' „/7 // //7-11A/ 24'\ TOP 0l4 EL EV 303.85 / / V V 304.15 303.9 303.8 / I I 302.8g II / 302.85' 71- POROUS PAVEMENT POROUS PAVEMENT OB AN WELL h/ / / POROUS PAVEMENT OBSERVATION WELL \ \ 302 302.85 / / / / P c, c4-3 15 co SP �o�<o c, �� oP 43- -DOWNSPOUT, P 30 .43 TEST PIT DATA TW:305.05 BW:302.9 2' WIDE INFILTRATION TRENCH, TYP DOWNSPOUT, CONNECT TO INFILTRATION TRENCH UNDERDRAIN 305.2 30 -DOWNSPOUT, CONNECT TO INFILTRATION TRENCH UNDERDRAIN 303.70 VD 318 WEST AVENUE MIXED USE BUILDING FFE = 305.35 304.85 6" HDPE PIPE, CONNECT INTO ROOF DRAIN UD UD UD UD DOWNSPOUT TO DISCHARGE TO SPLASH BLOCK TP -1 0 - 6" TOPSOIL, DECOMPOSED ORGANICS 6 - 36" 10 YR 5/6 COARSE SAND, ROOTS TO 30", MOTTLING @ 36" 36 - 72" 10 YR 2/1 DARK GREY SAND, SOME STONES, STRONG SEEPS AT 72" SHWT @ 36", GROUNDWATER AT 72" TP -3 0 - 6" TOPSOIL, DECOMPOSED ORGANICS, BURIED ASH 6 - 36" 10 YR 5/6 COARSE SAND, MOTTLING @ 45" 36 - 72" 10 YR 2/1 DARK GREY SAND, SOME STONES, STRONG SEEPS AT 72" SHWT AT 45", GROUNDWATER AT 72" NO FALLING HEAD PERMEABILITY TEST COMPLETED FALLING HEAD PERMEABILITY TEST COMPLETED AT 8" TP -2 0 - 6" TOPSOIL, DECOMPOSED ORGANICS 6 - 18" 10 YR 3/2 SANDY LOAM, ROOTS TO 10", SMALL STONES 18 - 36" 10 YR 5/6 COARSE SAND, SMALL STONES 36 - 54" 10 YR 2/1 DARK GREY GRAVELLY SAND, SOME STONES, MOIST, DISTINCT MOTTLING AT 42" 54 - 66" 10 YR 2/1 DARK GREY SAND, WET, STRONG SEEPS AT 66" SHWT AT 42", GROUNDWATER AT 66" FALLING HEAD PERMEABILITY TEST COMPLETED AT 6" P1 40 (INCH/HOUR) P2 30 (INCH/HOUR) P3 25 (INCH/HOUR) P4 25 (INCH/HOUR) P5 25 (INCH/HOUR) P6 25 (INCH/HOUR) INFILTRATION RATE STABILIZED AT 25 IN/HR. P1 60 (INCH/HOUR) P2 30 (INCH/HOUR) P3 25 (INCH/HOUR) P4 20 (INCH/HOUR) P5 20 (INCH/HOUR) P6 20 (INCH/HOUR) INFILTRATION RATE STABILIZED AT 20 IN/HR. FALLING HEAD PERMEABILITY TEST SHALL BE COMPLETED AT TP -1 BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION, AND RESULTS SENT TO THE CITY OF SARATOGA SPRING ENGINEERING DEPARTMENT ZP 1/2"IR. 303.70 303.20 • 303.00 5 L-6.2 SAN. MH. RIM=302.72 INV. N. =289.92 INV. S. =289.92 LIMIT OF DISTURBANCE POROUS PAVEMENT OBSERVATION WELL 6" SDR 21 SEWER SERVICE, MIN. 2% SLOPE RAISE SANITARY MANHOLE FRAME AND COVER RIM = 304.30 EXISTING INV. N. = 289.92 EXISTING INV. S. = 289.92 NEW INV. IN (INTERNAL DROP) = 299.80 Planning Board # 18.055 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed. ©1/2 „"IR. JR- 10 5 Scale: 1" = 10' 0 2 4 6 810 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p 518-587-8100 Saratoga Springs fi 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: 1"=10' Rev: Description: Date: 1 Revised per City Comments 1/21/2019 Drawing Title SITE GRADING, DRAINAGE & UTILITIES PLAN Drawing No. L-3.0 PLANT LIST SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES CI 2 Crataegus crus-gali v. inermis Thornless Cockspur Hawthorn 2"-2 1/2"cal. B&B ORNAMENTAL TREES MA 2 Malus'Adirondack' Adirondack Crab Apple 1 1/2" cal. B&B CC 1 Cercis canadensis Eastern Redbud 1 1/2" cal. B&B SHRUBS Hp 5 Hydrangea Paniculata 'Little Lime' Little Lime Hydrangea 18"-24" ht. Ig 11 Ilex glabra'Shamrock' Shamrock Compact Inkberry 18"-24" ht. Sb 2 Spirea bumalde 'Anthony Waterer' Anthony Waterer Spirea 18"-24" ht. To 16 Thuja occidentalis 'Emerald Green' Emerald Green Arborvitae 18"-24" ht. rk 11 Rosa 'Knock Out' Mounding Knock Out Roses 18"-24" ht. GRASSES ca 6 Calamagrostis x Act. 'Karl Foerster' Karl Foerster Reed Grass #2 cont. pa 3 Pennisetum al. 'Hameln' Dwarf Fountain Grass #2 cont. pv 7 Panicum virgatum 'Shenandoah' Shenandoah Switch Grass #2 cont. PLANTING NOTES: LIMIT OF DISTURBANCE //olbren Holdings LLC; Inst. #207J0JJ44/ thSt. 772UU/U/IU// EXISTING WOODS sc\ \(\' coR 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4 -INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30 -DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY. 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22. 23. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 24. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: COMMON NAME PROPORTION BY WEIGHT CREEPING RED FESCUE 50% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% PERENNIAL RYE 25% GERMINATION MINIMUM PURITY MINIMUM 85% 95% 85% 90% 90% 90% 25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. #10 100 #20 78 95 #40 67 87 #60 48 78 #100 40 75 #200 28 63 #270 22 55 .002 2 7 PH RANGE ORGANIC MATTER MAGNESIUM PHOSPHORUS POTASSIUM SOLUBLE SALTS 5.2-7.0 4%-6% 35LB. PER AC 75LB/AC 85LB/AC NOT TO EXCEED 500 PPM Planning Board # 18.055 - - PROPERTY LINE Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed. CONSTRUCTION LIMIT LINE SHRUBS PERENNIAL & ANNUAL PLANTINGS DECIDUOUS TREE 8 ORNAMENTAL TREE LAWN L-6.2 8 L-6.2 10 5 0 2 4 6 810 Scale: 1" = 10' The LA GROUP Landscape Architecture 42/Engineering P.C. People. Purpose. Place. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: 1"=10' Rev: 1 Description: Recised per City Comments Date: 1/21/2019 Drawing Title SITE LANDSCAPE PLAN Drawing No. L-4.0 ing_West _Ave\2017114CAD\L-5.0 Lighting.dwg CITY OF SARATOGA I 3 DECORATIVE STREET LIGHT L-6.1 Q �\ �. n/f iroibren Holdings i i c Inst. #20730.3344/ n/f lands of Ike Saratoga Region Young Men's Christian Assoc. Inst. #200/0405// - ill -11-17=11- > IM 11=11=11=11=11=11=11=11 11=11i7 1/2"I 34.0' 63.0' +0.2 +0.3 +0.7 +0.8 +0.7 +0.4 +0.3 +0.3 +0.6 +0.5 +0.3 +0.5 +1.0 +1.7 4 8 1.2 1.6 +2.5 +2.0 1.7 1.7 +1.3 +1.5 +1.3 +1.4 +1.3 +1 +1.5 +1 +0.7 +0.4 ©1 111 6 +2.5 +1.9 1.1 I 7 +2.0 +1.7 + + + + + + + + + + + + + 0.3 0.4 0.6 0.9 1.2 1.3 1.4 1.3 1.2 1.2 1.4 1.3 1.2 + + + + + + + + + + + 0.5 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.8 44/ Z/C9 CITY OF SARATOGA DECORATIVE STREET LIGHT +0.4 +0.3 +0.5 +0.5 +0.5 +1.3 0.2 1.5 17.4 +0.6 +0.6 1 I� +0.6 +0.4 +0.6 +0.6 1.2 1.0 +0.4 +0.4 + 4 +0.5 +0.3 +0.2 +0.2 0.1 8.6 +0.8 +0.2 +0.1 • ISL --_iiitI._II_iILLI ISI u- 1 ands n/f of the People of the State of Ale LIGHT SCHEDULE SYMBOL QUANTITY MANUFACTURER CATALOG #, DESCRIPTION LAMP NUMBER OF LAMPS LUMENS PER LAMP WATTAGE 2 POLE MOUNT! 1 WALL MOUNTED LITHONIA LIGHTING FIXTURE: DSXO LED P2 40K T4M MVOLT SPA PER7 FINSH DLL127F 1.5 JU POLE: SSS 15 4C DM19AS FINISH LED 1 5880 49 D NOTES: 1. LIGHTING CALCULATIONS PROVIDED BY POINT SOURCE GROUP INC. 2. MOUNTING OF THE LIGHTS IS ON 15' POLES WITH 2.5' BASES. 3. HOUSE SHIELDS TO BE INSTALLED ON LIGHT POLES ALONG THE PARKING AREA TO ENSURE NO LIGHT SPILLAGE ONTO ADJACENT PARCELS. V/ ME York ISI I-4.16.0 -6.7 +0.1 1.4 +0.3 u-1 Planning Board # 18.055 LEGEND +0.1 I I +0.1 +0.3 0.2 +0.3 6 n/ Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed. - - PROPERTY LINE E*1. CONSTRUCTION LIMIT LINE DECORATIVE STREET LIGHT PARKING LIGHT 6 L-6.1 +0.7 FOOT CANDLE CALCULATION WALL MOUNTED LIGHT 10 5 0 2 4 6 810 - - - Scale: 1" = 10' The LA GROUP Landscape Architecture & Engineering P.C. Peopl& Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: 1"=10' Rev: Description: Date: 1 Revised per City Comments 1/21/2019 Drawing Title SITE LIGHTING PLAN Drawing No. L-5.0 0 a U 0 N 0 C, m 0 a OZ el LL o m H cD Q1 N O <N ate. z 8' MIN. 0 0 0 0 0 0 1-1/2" 0 0 MILLION 0 0 3" 0 o ROADWAY MILLION 0 0 0 0 0 0� CONCRETE WASHOUT / CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING �r N 10 MIL PLASTIC LINING STRAWBALES STAKED INTO GROUND CONCRETE WASHOUT 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. EDGE OF EXISTING ROADWAY NOTE: WOOD OR METAL STAKES (2 PER BALE) 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. SCALE: NTS 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. 0 °IfS)0 oho oe o 0v 000 & 9 80 p C=DOCRI DO �� 0 'moo /- A ago a o2cPo 0 8� 8� o 0 '6D0 0 '6=0 0 Q 0o u3 O O O O O ��� 0 0 08 08 0 000 00 C' 0 0 �a 0 o ��00 0 -meg ..-.1g 000- 0000 �,q� �,q� �0 00 0 777 O O COO O COO 0 0 0 BOO BO0 pC0 o,5 o,5 �O O 00 O 0 0 0�0 0 50'-0" 0 9:5=30 0 o r7RDR ' O o Op O O U�0O 0 00 00 0 0 000000 0 0 Q O�O Q 0 0 O 0�0 O0 OQoQ 0 ,7,....0 O O c�0 p 0 0 a) 0 0'a oho o•�,o o0QQ.90 $a 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 STONE MATERIAL OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS 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. TEMPORARY STOCKPILE SCALE: NTS 10' MAX. QTOQ 36" MIN. FENCE POST 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND Lu O FABRIC HT. PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FILTER FABRIC FLOW z_ N z V NV EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION 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. SILT FENCE DETAIL 1 DOME tA 0 B PLAN -TILE 0 0 0 0 0 0 0 0 0 0 0 0 000 0000000 0o/ \00000 O / o \ 000 0 O 0 000 O O 00000 000 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000 0000 00000000 000 0000000 00/ \ 00000 O 0 \ 000 0 0 0 0 00000 DETAIL 1 0 DETECTABLE WARNING a a 1/2" JOINT 01, je EXPANSION JOINT 1-0" 0 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) SECTION A -A DOME INTERNAL EMBEDMENT FLANGE AT 3" C/C I SECTION B -B 10/16" OHOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WWW.CAD DETAILS.COM/INFO/REFRENCE NUMBER 681-001A. Tactile Systems JOINT SEALANT PER SPEC. 6 x 6 - W6.0 x W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICES & 3" BOTTOM CLEARANCE PREMOLDED EXPANSION JOINT FILLER EXPANSION JOINTS TO OCCUR 20' O.C. MAX OR AS SHOWN ON PLANS & AT ALL CURBS, WALLS, PIERS & WHERE SHOWN ON PLANS OR OTHER DETAILS. lie 1/8" JOINT CONTROL JOINT CONCRETE PVMT. EXPANSION/SCORE JOINT FINISHED GRADE MIRAFI 160N ON SIDES OF STONE 6" PERFORATED PIPE WITH SOCK, WHERE INDICATED �`•"i ,z :,:ef.. 4:tieR -nc �e�'i. 1i,�� it '�i. --_ • • • • • 1ir '11:i00 O O O 4" POROUS ASPHALT PAVEMENT SURFACE COURSE PG 76-22P 1" CHOKER COURSE: No. 57 STONE O O O O 8" BED DEPTH, CLEAN UNIFORMLY GRADED O O O O O O O O COARSE AGGREGATE, PLACED IN (2) LIFTS: 00000000 No. 3 STONE 0000000000/ 0 /BUILDING 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 PROVIDE WATERPROOFING •O O O ! O MEMBRANE(TUFF-N-DRI XTS WARM -N -DRI -W/WARM N DRI - • 3"No. 57 STONE =ii 1=41 ii!_i __- ��,_ UNCOMPACTED INSULATION/DRAINAGE BOARD UNCOMPACTED OR TUFF -N -DRI BARRIER / BOARD) ALONG BUILDING POROUS ASPHALT PAVEMENT FOUNDATION AT ALL LOCATIONS WITHIN 25 FT OF POROUS PAVEMENT SCALE: NTS SCALE: NTS SAWCUT JOINT WHERE SHOWN ON PLANS 6 x 6 - W6.0 x W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICES & 3" BOTTOM CLEARANCE TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT. SCALE: NTS 0 F- 0 w 0 1■■■■■■■! • • • 0Q 0 0• �•. o. • • . .0.. TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407-0102 DILUTED BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG -64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 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 1 TYPICAL PEDESTRIAN TRAFFIC LOADING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN 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. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL PAARKING<0.3 1-1/2" 2" 8"LOT MILLION STANDARD11/2" 3" 12" <0.3 ROADWAY MILLION SCALE: NTS BROOM FINISH PERPENDICULAR TO WALK : d Q. '000_'. 0 o. o_ O •o°..3. • • o ••Q:. �i�i�i�i� SUBGRADE COMPACTED TO /i 90% STANDARD PROCTOR 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR 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 GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 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. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD 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. CONCRETE PAVEMENT ON GRADE INSTALLATION REQUIREMENTS: 1. ASPHALT SHALL BE IMMEDIATELY ROLLED WITH A TWO -AXLE TANDEM ROLLER (VIBRATORY NOT ALLOWED) WITH A GROSS MASS BETWEEN 8 TO 12 TONS AND SHALL BE CAPABLE OF PROVIDING A MINIMUM COMPACTIVE EFFORT OF 250 POUNDS PER SQUARE INCH OF WIDTH OF THE DRIVE ROLL. ROLLING SHALL OCCUR WHEN MIX TEMPERATURE IS AS FOLLOWS: 1.1. BREAKDOWN ROLLING: 275 TO 325°F 1.2. FINISH ROLLING: 180 TO 220"F 2. TEMPERATURE OF ASPHALT MIX AT THE PAVER SHALL BE BETWEEN 275 TO 325°F. 3. ASPHALT SHALL BE PLACED IN A SINGLE LIFT. 4. NO TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT FOR 48 HOURS OR UNTIL THE ENTIRE SURFACE TEMPERATURE COOLS TO BELOW 100"F. 5. WATERPROOF MEMBRANE SHALL BE INSTALLED IN ALL LOCATIONS WHERE POROUS ASPHALT ABUTS BUILDING FOUNDATIONS. MEMBRANE SHALL EXTEND TO THE BOTTOM OF THE BUILDING FOOTING. POROUS ASPHALT SPECIFICATIONS: 1. ASPHALT BINDER SHALL BE MODIFIED WITH ELASTOMERIC POLYMER. POLYMER SHALL BE ADDED AT A RATE TO ALLOW ASPHALT BINDER TO HAVE A MINIMUM ELASTIC RECOVERY OF 60%. 2. ASPHALT BINDER CONTENT SHALL BE A MINIMUM OF 5.5% BY DRY AGGREGATE WEIGHT. 3. ASPHALT MIXTURE SHALL HAVE A DRAIN TIME LESS THAN 0.3% PER ASTM D6390. 4. DRAINDOWN RESULTS MUST BE SUBMITTED AND APPROVED BY DESIGN ENGINEER PRIOR TO APPROVAL OF JOB MIX FORMULA SCALE: NTS Planning Board # 18.055 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed• SCALE: NTS The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Pace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. L the LA Group 2017 Prepared for Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: As Noted Rev: 1 Description: Revised per City Comments Date: 1/21/2019 Drawing Title SITE DETAILS Drawing No. L-6.0 3 0 0 U 0 N a N m 0 U a, a 0 a e l Z Dao (o N mN- O 0o oo 0., F N Qua a� m E m E �0z o m av)LL #4 NOSE BAR CONTINUOUS SCORE JOINT CONCRETE WALK W.W.M. POURED IN PLACE INTEGRAL CONCRETE CURB 4,000 PSI 28 DAYS COMPACTED GRAVEL NYS DOT SECTION 304, TYPE 4 COMPACTED OR N 4 4 d d _J 3°0 0 A 4 UNDISTURBED SUBGRADE INTEGRAL CONCRETE CURB 11—I I I 6" 4 b 1" RADIUS SMOOTH RUBBED FINISH FINISH GRADE 0000O0 p0�U 0o 0 00 0 00o�00 0 o 00 1111 o �� —111- Oo o 1-� 0 -III1 1T-1 III III=111= I I—III— I I— III—III—I 6" NOTES: 5' CONCRETE SIDEWALK & APRON TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS EXPANSION JOINT (TYP.) FULL DEPTH OF PAVEMENT CONCRETE APRON SEE CONCRETE SPECIFICATIONS TURF APRON AT DRIVEWAY 1-1/2" REVEAL STREET WARPED PAVEMENT AREA (TYP. BOTH SIDES) SCALE: NTS 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB -21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 17" DIA. BASE, 12"DIA BOLT CIRCLE, DIAMOND PATTERN, FOUR 2" x 18" ANCHOR BOLTS • z N z_ 0 DECORATIVE STREET LIGHT a SCALE: NTS CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDLO3 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4" - 3" DIA. TAPERED POLE, .125 WALL THICKNESS. 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR CATALOG NUMBER: PT-D650SRLED-5T-4AR22T5- MDL03-A-PEC/4214T4/BK 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, FOUR ANCHOR BOLTS AND ONE GROUND STUD. 4" CHAMFER FINISHED GRADE -ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR � COMPACTED TO 90% STANDARD 20" PROCTOR SCALE: NTS • EMBED MOUNT FRONT VIEW SURFACE MOUNT CORE DRILLED MOUNT IN EXISTING CONCRETE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 4238-014. BIKE RACK SCALE: NTS PARKING LIGHT DETAIL SPECIFIED LUMINAIRE AREA LIGHT TAPERED STEEL POLE HAND HOLE 3" X 5" 12" ABOVE BASE COVER FINISHED GRADE CONCRETE POLE BASE, Planning Board # 18.055 SCALE: NTS Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed. NO -PARKING STRIP PAINTED WITH 4" DIAGONAL LINES NOTE: MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) ALIGN EDGE OF PAVEMENT WITH LIMIT OF ACCESSIBLE PARKING 8.00' TYP. k 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. 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). 4" WIDE PARKING LINES PAINTED WHITE 8.00' ACCESSIBLE PARKING SEE NOTES SEE NOTES STOP SEE NOTES FOR SPECIFICATIONS GALVANIZED POST & BREAKAWAY HARDWARE APPROVED BY CITY TRAFFIC DEPARTMENT SEE NOTES ELEVATION BASE POST DRIVEN INTO GROUND (CONCRETE SHALL NOT BE USED) 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. TRAFFIC SIGN SCHEDULE TYP. k ANSI STANDARD HANDICAP SYMBOL 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. SCALE: NTS NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. SCHEDULE SCALE: NTS The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: As Noted Rev: 1 Description: Revised per City Comments Date: 1/21/2019 Drawing Title SITE DETAILS Drawing No. L-6.1 TEXT LETTER APPROX. SIZE M.U.T.C.D. SIZE TYPE OF SIGN NO. A B CSEE STOP SEE M.U.T.C.D. SEE M.U.T.C.D. M.U.T.C.D. 6.25 S.F. 12"x18" 3.00 S.F. 12"xI8" RI -IC P4 -6C P -I -I RESERVED PARKING 45 2:ARKIMCh i6ME NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. SCHEDULE SCALE: NTS The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs fi 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: As Noted Rev: 1 Description: Revised per City Comments Date: 1/21/2019 Drawing Title SITE DETAILS Drawing No. L-6.1 0 0 U 0 N 0 U a a 0 a Z 0 a o V> N m,H 0N� o F- <Csla / PYRAMID PYRAMID CAP, TYP. NOTE: ALL COMPONENTS PVC 5"X5" FRAME/POSTS TYP. FINISH GRADE 0 8' MAX. CENTER ON POSTS INTERLOCKING FENCE PANEL .875" X 6" SLATS, TYP. rl.SUX 5.5" TOP RAIL, TYP. II III III II III III III III III III II 1,-0" 1.5" X 5.5", METAL REINFORCEMENT CHANNEL INCLUDED IN BOTTOM RAIL, TYP. II1= ill UNDISTURBED SUBGRADE, TYP. 15"0 3,000 PSI CONCRETE FOOTING SLOPE TOP a"/FT. ON ALL POSTS, TYP. PRIVACY FENCE & GATE 1 PIPE LENGTH (18'-0" MIN.) / 111- E I—III—II I 1E411- / 4'-5" CENTER ON POSTS 4'-0" DII1 1111 SII E111—=111-11 ' 1411; 11- i—iii—iii—iii—iii—iii—iii—iii- Illi III - GATE PROPOSED FINISHED GRADE OR EXISTING GROUND LINE (2) 3/4" m THREADED TIE RODS, WASHERS 8 NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. 6"o DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. I EXCAVATION BACKFILL AND COMPACTION PER CITY OF SARATOGA SPRINGS STANDARDS 0 0 z 0 0 3 o °6-'0o 00°O0 000 O'°6 -'o; o ° 00 L II I--- m=m=m= m -m — TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED 6"x6" TEE AS INDICATED ON THE PLANS — NEW 6" DUCTILE IRON PIPE WATER MAIN CRUSHED STONE PIPE BEDDING, AS SPECIFIED 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6" MIN. THICK) WATER MAIN CONNECTION DETAIL SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PVMT. LAWN RESTORATION TOPSOIL & SEED AS SPECIFIED VARIES - AS REQUIRED J o�. 111'1111'1114 COVER SEWER 8" PVMT. RESTORATION MIN' KEY JT. NEW. PVMT., SEE DETAIL co N 000000 nog'_ 0 0,o0 o�o C z 0 0 = _ I 1TIII I I 1- I11 PIPE O.D. + 24" MIN. EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL BURIED METALLIC IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT TYPE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. ANGULAR CRUSHED STONE 1&2 MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. COVER ANGULAR CRUSHED STONE 1&2 MECHANICAL COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL COMPACTION PIPE TRENCH SECTION NOTES: ll ;III- SCALE: NTS 3,000 PSI MIN. CAST -IN-PLACE CONCRETE THRUST BLOCK UNEXCAVATED/ UNDISTURBED EARTH MECHANICAL JOINT R/W VALVE 8 M.J. RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS SCALE: NTS 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 4. UNDERGROUND PIPES AND CONDUITS ARE DESIGNED TO MEET OR EXCEED H-20 LOAD REQUIREMENTS. SCALE: NTS FINISHED GRADE PANELLA TYPE CLEANOUT WITH COUNTERSUNK HEAD SCREW TOP LID II III - 1l1 ,3f •Oi0• hI OO• 00�� STONE RESERVOIR • 000 • 00 0 0 • 000 0 • 000 0 _l_ '11O0g0•0000 1-11-1-111-11-1-111-1-111-1-111—IIr ' 1111=11-1111-1IgITilI POROUS PAVEMENT PIPE SEAL GASKET EIIIEIII II-II- =111-111 6" SCH. 40 PVC, II-III= PERFORATED =111,:.II1. WRAPPED IN -11-4 MIRAFI 160N '111=Tip: I I=III=1 111-111 I I=III=1 =111-111 0 NOTE: 0 0 0 0 • „To esie.--ake4W4PWRieWire-em 1. A TUBE SHALL HAVE A FACTORY ATTACHED CAST IRON OR HIGH IMPACT PLASTIC COLLAR WITH RIBS TO PREVENT ROTATION WHEN REMOVING SCREW TOP LID. THE SCREW TOP LID SHALL BE CAST IRON OR HIGH IMPACT PLASTIC THAT WILL WITHSTAND ULTRA-VOLIET RAYS. OBSERVATION WELL EXISTING FRAME AND COVER SOLID CONCRETE GRADE ADJUSTMENT RINGS, AS REQUIRED PROPOSED TEE WITH THREADED CLEANOUT PLUG PROPOSED 6" PVC SEWERLINE CORE AND INSTALL FLEXIBLE PIPE CONNECTOR 2" x 1/2" TYPE 304 STAINLESS STEEL STRAP HOOP SPACED @ 12" 0/C MAX. ANCHORED TO WALL (MIN 2 STRAPS REQ'D.) PROVIDE PVC SCHEDULE 80 PIPE ATTACHED TO MANHOLE WITH S.S. STRAPS 45° ELBOW TO DIRECT FLOW TOWARD OUTLET PIPE FIN. GRADE J � 1111 12" MAX. d 4 d O A FLOW OUT SCALE: NTS EXISTING SANITARY MANHOLE O 4 d 4 A 4 4 4 d 4 0 oo ! —111=111=111=1111 SANITAR 11=1111 1_1 1=111t =111-111 SANITARY MANHOLE INTERNAL DROP WATERPROOF MEMBRANE (TUFF -N -DRI XTS W/ WARM -N -DRI INSULATION/DRAINAGE BOARD OR TUFF -N -DRI BARRIER BOARD) TO EXTEND TO BOTTOM OF BUILDING FOOTING co WYE DOWNSPOUT INTO — PERFORATED UNDERDRAIN BUILDING WALL DOWNSPOUT EMERGENCY OVERFLOW 1"-2" ROUND WASHED RIVER STONE 8 • °O°0 .- ovo 0 000 INFILTRATION TRENCH NON -WOVEN FILTER FABRIC MIRAFI 160 N OVERLAP MIN. 12" - 4" PERFORATED UNDER DRAIN #2 CRUSHED STONE SCALE: NTS SCALE: NTS 0 0 0 • SPACE SHRUBS AS INDICATED ON PLANS - 3" FG. • •� 1I 1E1 H IE = nnni U uIImnnnumn ' I� IIIIIIIIIIIIIIIIIIIIII SHRUB PLANTING DETAIL 1,27 . � `�` efi1"k Ir 3" DEEP MULCH 3" HT. PLANTING MIX SAUCER CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL AMENDED BACKFILL SCARIFY SUBSOIL TO MIN. 4" DEPTH SCALE: NTS 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. ATTACH 1/8" GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 2'-0" TYP. rF.G. 'IIL IMI 4" GALV. TURNBUCKLE EA. CABLE 3"0 x 8' CEDAR STAKES, 3 PER TREE. STAKES TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. 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 DECIDUOUS TREE PLANTING 4"MIN TO 12"MAX PRECAST CONCRETE GRADE RING(S) & NON SHRINK CEMENT MORTAR SCALE: NTS SMOOTH CEMENT MORTAR FILLET OUTSIDE. TOOLED JOINT INSIDE r M. ■ CEMENT MORTAR BED WITH JOINTS TROWELED SMOOTH INSIDE & OUT. CUT OFF LIFT EYES AND MORTAR OVER. MANHOLE FRAME ADJUSTMENT SET FRAME TO MATCH PAVEMENT SLOPE COAT BRICK WITH CEMENT MORTAR OUTSIDE SCALE: NTS Planning Board # 18.055 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed' The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Pace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. LC) the LA Group 2017 Prepared for: Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TON Ch'k'd: MCB Date: 11/19/2018 Scale: As Noted Rev: 1 Description: Revised per City Comments Date: 1/21/2019 Drawing Title SITE DETAILS Drawing No. L-6.2