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HomeMy WebLinkAbout20180181 18.015 269 Broadway Site Plan Plans As-ApprovedCT VICINITY MAP ki SCALE: N.T.S. CT LOCATION MAP Q J: way, LLC way Springs, NY 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 SCALE: N.T.S. SURVEYOR: Thompson -Fleming Land Surveyors P.C. 12 Lake .Avenue Saratoga Springs, NY 12866 SHEET INDEX: COVER S-1 SURVEY L-01 SITE IMPROVEMENTS PLAN SITE STATISTICS: PROPOSED USE: PARCEL SIZE: TAX PARCEL ID: ZONING: MAX. BUILDING HEIGHT MIN. % BUILD OUT ALONG FRONTAGE BUILD TO DISTANCE FROM FRONT LOT LINE SIDE & REAR SETBACKS VACANT LAND 0.518 ACRES 165.75-1-7 TRANSECT-6, URBAN CORE 70' - 2 - STORY MIN. 80% 0' -12' 0' MIN. CITY OF SARATOGA SPRINGS MARK TORPEY, Chair ! S JAMiN'OTINO, Vice .:hair t �} PLANNING BOARD CLIFFORD VAN WAGNER - ROBERT F. BRISTOL Y City Halt - 474 Broadway jANET CASd Y r TC)DD FABOZZI Saratoga Springs, New York 12866 RUTh3 i iC?RTC7N Tel: 518-587-3550 fax: S 18-580-9480 ABIGAIL WOLFSON, Alternate vrww.saraaoga-spree �:r�rg AMY RYAN, Alternate NOTICE OF DECISION In the matter of the final site platy review application 1 8,015RECEIVED 269 Broadway i`fr'1'<Y % 9 ZU18 Saratoga Springs, NY 12866 AGCOUt4TS DEPARTMENT Involving the premises with Tax Parcel Ili}#165.75-1-7, in the City of Saratoga Springs, on an application for final site plan review for a demolition of structure within the Transect-6 Urban Care District with the Planning Board who met can :'viay 3, 2018 and made the following decision with a 7-0 vote (In favor. 'Forpey, Totino, Casey, Faboxzr, Horton, Bristol, Ryan): 1. In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA full Environmental Assessment Form marts I and 11, made a motion to approve the issuance of a SEQRA Negative Declaration of environmental significance. 2. .Approved site plan as per the requirements set forth in Article 7.2 — Site Man approval of the City of Saratoga Springs Zoning Ordinance with the following condition:. • Waiver of letter of credit is issued with City Engineer's approval. ■ Site shall be maintained appropriately after demolition. of structure is completed. 'fhe applicant is required to: ■ Submit one (1) mylar and two {2) paper copies of the final approved site plans for signature by the Planning Board Chair within eighteen (:I$) mouths of approval as per Article 7.2.12 of the Zoning Ordinance. This approval shall expire within eighteen (18) months of the signature of final playas if the; applicant has not started actual construction as per Article 7.2.14 of the Zoning Ordinance, f� �3._2I11 Bate Chair cc: `fian Wales; Building Dept-; Public Safety; Accounts Dept.; Tom Roohan, Applicant; Doug Heller; File 1111111 Building Demolition - 269 Broadway Site Plan 269 Broadway, Saratoga Springs, New York December, 20 2018 GENERAL NOTES: 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "BROADWAY AND TOPOGRAPHIC SURVEY OF LANDS TO BE CONVEYED TO 519 BROADWAY, LLC SITUATE AT 269 BROADWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY ", DATED 1/17/2017, 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. 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. 6. 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. 7. 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. 8. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 9. 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. CITY OF SARATOGA SPRINGS STANDARD NOTES: 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4. THE CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED: AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Planning Board # 18.015 Approval Approved under authority of a resolution ad Y o 3 2018 by the Planning Board oft ity o S t ga Springs. Chairperson vy DEC 2 0 2010 1'4 Date Signed: 292.73 1 CB RIM=294.09 J a w 0 w c� c w 292.01 CROSSWALK I 3 m �+ (Y- U l / i93 a o r ^ BTC:293.C:293.14 14 PL. � 293.32 r �N w 293.39 C N Co _ �~ N y 3 I293.73' TC:294.12 BC:293.74 293.94 TC:294.40 BC:294.03 1293.97 FLUSCURB 3. I I294.04 ITC:294.50 BC:294.20 y I TC 94.59 I BC:294.27 294.55 I I �94.33 292.00 lands n/f of City National Bank and Trust Company HOUSE 295.94 293.80 294.80 CONC. WALK ,29Ib 264.02 1/2"IR. 3/4"IP. �� SEE EASEMENT -NOTE �L / v \S 295.19 294.67 Q 294.28 w `n 1 z 1 j 295.20 Area= / 22,567 Sf. METAL STEPS 294.29 0.518 ac. STRIP DRAIN 1'°l R1 I I G LOT LANDING 294.10 lands n/f of The Saratoga Hospital PEDESTRIAN Inst. 112012016471 ' WARNING SURFACE 292.79 292.84 - -- -293- - 93.04 - - --- -- --- -- - V) Of w M 0 N a Of 293.02 x 0 m J m U CONC. WALK F����FFE SPLIT LEVEL 93.67 WI 295.33 2-STY. BRICK BUILDINGLO - z I\ 1 O �0 o X 294.76 N A/C UNITS d 295.37 S CONC PAD �300.94 SIGN 29416 1 297.16 6� \ / CONC. WALK ' / Q�6 3/00.74 \ Lo ;} I ASPHALT PARKIN FFE=305.70 U 0 a_ CONC. WALK m � I 3 w U J o = of LO 297.80 a Of X 297.56 298.43 298.56 300.26 93.84 295.9 - - - - - - - ----- 1 e 294.00 294.50 w wID ' ( i c3 ' z 34"OAK w r 294.62 295.09 295.24 264.50'--��- 296.16 I \ -�--� \ -o ----f--�-�� •- -- 2�0 � o� o N78'24'47"W � 0 PO �12iCRABAPPLE / LINE O��OD� 294.72 294.80 -PPLE 12"CRABA 12"CRABAPPLE { 298.34 1�0 500 ��� ��L 303.1 C 2g X 301.18 303.24 303.34 295.19 CONC. SIDEWALK 298.85 N298.73 ilands n/f of St. Peter's Church Map Legend 5/8" steel rod set with a tag o marker found, labeled o utility pole - - overhead wires )S( lamp post 0 water valve Deed Reference: Beth Ann Isenberg as Trustee of "The Arthur N. Isenberg and Carolyn S. Isenberg Living Trust" Inst. #2015004860 Easement: Utility easement granted to Niagara Mohawk Power Corp. in Bk1004 P1148. Notes: 1. Elevations are based on NGVD 1929 datum. 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. Survey performed under snow and ice conditions. Map References: 1. "Minor Subdivision shown on A Survey & Map of Lands of Gloversville Federal Savings & Loan Assn." dated Sept. 23, 1994 by Carpenter Associates, P.C. and filed in the Saratoga County Clerk's Office as Map G-202. 2. "Boundary Line Adjustment Map of a Survey made for Twenty Four Hamilton Street, LLC" dated April 19, 2012 last revised 6/03/13 by Van Dusen & Steves Land Surveyors and filed in the Saratoga County Clerk's Office as Map M2013129. Certification IT IS HEREBY CERTIFIED TO 519 BROADWAY, LLC; THE ADIRONDACK TRUST COMPANY, ITS SUCCESSORS AND/OR ASSIGNS; STEWART TITLE INSURANCE COMPANY that the map was prepared in accordance with the current existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors, Inc. The certification is limited to persons for whom the boundary survey map is prepared, to the title company, the governmental agency, and to the lending institution listed on this boundary survey map. 3 298.09 , �3 \2g8 w w U 3 TC-299.11 BC:29 �Q9 18"MPL 299.36 3 >300.28 3 O i \ U < TC:300.96 3 - z BC:300.52 0 \30 3 3 TREE � s� � X 302.63 3 TC:303.15 3 3"BIRCH BC:302.71 \ 3�3 3 302.97 3 ® 304.10 297.10 FIRE HYDRANT 0 0 c Q O0 Z 00 O O 6 Approved 11ler,J �cpority of a resolution � adopted b the Planning Board of the City Saratoga Springs. L-'Wl, �,� cam% -DEC 2 0' 2018 Chairperson Date Signed PLANNING BOARD #18.015 C) C V J O U � � o w � � o O OTT L v) v °M N o o o v 3 r 0 � o O � v m Ln N co � I I r` 00 °O L 00 00 >� C0 = c d cJ i � o a 0 C.C) J p 00 U) A, C N H ,` a.,q. TFi0 0�A v�•` .ten,- �S0 v 49623 �JQ' DATE DESCRIPTION REVISIONS DATE: Jan. 17, 2017 JOB NO.: S 16-196.24 DRAWN BY: DES CHKD.BY: WMT TAX MAP: 165.75-1-7 SCALE: 1 " = 20' 10 0 10 20 Bill,c 1.- 7d (if any) are shown ract of title was I i , 7 � I { !;v So- :. t J 1-`rb/,fry :...., i .' `r Neo r:..�y •-r .J 3 p ; i.f l f.% t, ii ( ' - �..` :. ,ar : :,.1 i "�>-. I �, \.' , iI d ,, t i ! 1 "i , �) i "U tJ'ruT.T RlA4 i=� ara i:16477 .- E r, r isnr WA<� �L ���'A�� i.T.: t I rr� SILT FENCE L-01 _ _.._... - M ._..... .......a t.t.i , iI E .._.-_. E ! ---- SIF ,t, i I i i t i l d 4 r: , i STABILIZED CONSTRUCTION REMOVE CONCRETE WALK : L 01 ,c ENTRANCE x` ^r z_ f .P r ... REMOVE STAIRS r" r rF i 71.60SAWCUT DRAIN i REMOVE STRIP F e ti. E ......... : .. ' Y r f EXISTING 3j ...: i , f ASPHALT PARKING LOT M Pik- STI Eps­ O 1 i IS LAN iCl SS SAN SAN SAN SAN :; DEMOLISH AND REMOVE SPLIT LEVEL 2-STORY BRICK BUILDING - REM VE. m 't REMOVE STRIP DRAIN' CONCRETE WALK t- r 1N -r LAY0 C_ c..... i i APPROXIMATE LOCATION OF SANITARY » ~ sl j REMOVE A/C UNITS "i I SEWER AND WATER SERVICE, TO BE CAPPED ry: `- ;REMOVE SIGN „ ' AND ABANDONED IN COORDINATION WITH I i> pit CITY OF SARATOGA SPRINGS DPW. REMOVE CONCRETE PAD ` 3 COORDINATE DISCONNECTION OF SILT FENCE L "" UTILITIES WITH UTILITY COMPANY 01 i SF r Y ,_ � y_1 REMOVE ASPH ALT r �a .. _....____. ..-..... -_.. -_... z PAVEMENT 1 i ! -X..Id Z' r _._. "ON", SIDEWALK r SITE PREPARATION AND DEMOLITION PLAN "SH CU RB SITE PLAN - PROPOSED IMPROVEMENTS 20 10 0 5 10 15 20 Scale: 1" = 20' w 0 (� O J w m 10' MAX: � TO � SILT FENCE CONSTRUCTION ENTRANCE SITE PREPARATION NOTES: 36" MIN. FENCE POST 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 FASTENED SECURELY TO WOVEN BE FA 2. FILTER CLOTH TO S WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND z MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MESH OPENING. CDMAXIMUM N 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. z 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 EMBED FILTER CLOTH SILT FENCE. MIN. 6" INTO GROUND 6, FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M SECTION POST SPACING. SCALE:NTS CONSTRUCTION SPECIFICATIONS 1. MINIMUM STONE SIZE SHALL BE 1%4" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 2. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24' FOR TWO WAY TRAFFIC. MINIMUM LENGTH SHALL BE 50'. 3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE PERMITTED. 4. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY. 5. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS AND STORMWATER POLLUTION PREVENTION PLAN. 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OFFICE OF THE CITY ENGINEER 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, 5. THE CONTRACTOR SHALL KEEP HAMILTON STREET CLEAN OF VEHICLE TRACKING AT ALL TIMES DURING SITE DEMOLITION. MAINTENANCE NOTE: 1. OWNER TO MAINTAIN LAWN AND EXISTING PARKING LOT. SCALE.NTS PLANTING NOTES: 1, 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: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50°% 85% 95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25% 90% 90% LEGEND — — — — PROPERTY LINE ......... .... _.......... EXISTING GAS LINE EXISTING OVERHEAD UTILITY --- w -- - EXISTING UNDERGROUND WATER ----- ST _ ___- EXISTING STORMWATER ..... .._.; .......... EXISTING SANITARY SF SILT FENCE 1 L-01 REMOVE ITEM REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT LAWN Planning Board # 18.015 Approval Approved under authority of a resolution adopted MAY 0 3 2016 by the Planning Board of the gity of Sarato prings. Chairperson "I , DEC 2 0 2018 Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. e. Piace. Peo %. Pur s f' 1'a 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagrolip.com Unauthorized alteration or addition to this document is a violation of Section 720 9 of the New York State Education Law. © the LA Group 2017 Prepared for.` 519 Broadway LLC 519 Broadway Saratoga Springs, NY 12866 Project Title. - Building Demolition - 269 Broadway 269 Broadway Saratoga Springs, NY 12866 Project No.. 2017028 Design: DRC Drawn: HSM Ch'k'd: DRC Date: 12/20/2018 Scale: 1"=20' Rev: Description: Date: Drawing Title Site Improvements Drawing No. L - 0 1