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HomeMy WebLinkAbout20210243 19 Washington St Development Plans As-ApprovedARCHITECTURAL RENDERINGS: CORNER OF WASHINGTON AND BROADWAY ;.. \ �M �z, \ A. t � \' ,. All IW N 0 im VWASHINGTON STREET PROJECT VICINITY MAP SCALE: 1 "=500' PROJECT LOCATION MAP SCALE: 1 "=50' 19 Washington Site Plan Application 19 Washignton, Saratoga Springs, New York 12866 CITY OF SARATOGA.SPRINGS MARK TORPEY, CYrar SARA I301VIN, Wke 0iw PLANNING .BOARD T OOD FA607ZI °: rr RUTH HORTON City Hall - 474$roadway I SON DO Y Saratoga Springs, New York 12866 .4L DAL PO5 Tel 518.597-3550 i;ut- 518-580-9480 SHAWNA JENKS, AY ,Tare vrww:.taratoga:spr.nes org CHNS PIPIA, AMs.-mxre NO110E OF DEGSION In the matter of the application #20210243 19 Washington St. Development - Rip Van Dam Hotel Expansion 19 Washington Sri eet(353 Broadway Saratoga Springs, NY 12866 Involving the premises with tax parcel no. 165.67-1-14., 15, 18.1 & 70 in the City of Saratoga Springs, on an application for site plan reviewfor a proposed +1- 200,000 sq. ft. mixed -use building, including 85 residential units, 33 hotel rooms, and approximately 600 sq, ft. commercial retail space and associated site work in the Transect -- 6 Urban Care 1T-61 district. In accordance with SEQRA, regulations 6 NYCRR Part 617, the Planning Board identified the proposed action as Type 1, Coordinated Review as required, and as the designated Lead Agency for the review, evaluated the Long Environmental Assessment Form Parts I and 11, and made a motion to issue a Negative SEQRA Declaration on June 24, 202I . And, in accordance with objectives, standards and guidelines contained in the City Zoning Ordinance:, chapter 24U. article 1.2 "Site Plan Review", the Planning Board issues the following decision on July 29. 2021 4passed 6-0 in favor: Torpey, Horton, Fabozzi, Mayo, Doty,- Dal Posy: 0 Ap2rove site plan set with revision date lulu 29, 2021 with the following conditions; • Final details of the civic space design shall be reviewed and approved administratively by the Chair. • New granite curbing shall be installed along the Washington St. frontage. • The applicant shall return to the DRC for clarification and reconfirmation of prior demolition approvaL • A constructioau staging plan shall be included in the finalplan set. • Final plans shall be provided to the satisfaction of the City's designated engineer, DPW and DPS. • The applicant shall submit fee in lieu of dedication of veereaticxi lands for each residential unit. hhe applicant is required to: 1. Deliver a letter of credit or cash escrovr in the amount approved by DPW tothe <City per Article 7.2.1 S of the Zoning Ordinance. this must occur prior to linai signature by the Planning Board Chair. 2, Submit one([) mylar and two (2) paper copies of the final approved site plans for signature by the Planning Board Chair within eighteen f18l months of approval as per Article 7.2.12 of the Zoning Ordinance, page 1 cr 2 Note; this approval shall expire within eighteen (18) worths of the signature o' final pia,is if the applicant hats not started actual cons truct€n as per Article 7,2.14 of the Zcntrig Ordinance, $h >tq-bgr Daze frlec with Accounts Dept. fChair APPROVAL NOTICE OF DECISION SITE STATISTICS: PROPOSED USE: PARCEL SIZE: TAX PARCEL ID: ZONING: ZONING REQUIREMENTS: BUILD TO DISTANCE FROM FRONT LINE MINIMUM % BUILD OUT ALONG FRONTAGE STORIES HEIGHT MIXED USE BUILDING: RESIDENTIAL NON-RESIDENTIAL / COMMERCIAL COMMERCIAL/ RETAIL PARKING MIXED -USE; COMMERCIAL, RESIDENTIAL 1.53 AC 165.67-1-14,15,18.1,70 (TO BE COMBINED INTO ONE PARCEL) TRANSECT 6 - URBAN CORE (T-6) 0'-12' 80% 2 MIN. 70' MAX 153,033 SF (INCLUDING 84 APARTMENT UNITS) 54,832 SF (INCLUDING 33 NEW HOTEL ROOMS) 600 ± SF 97 SPACES March 18, 2021 Revised September 10, 2021 Revised October 15, 2021 SHEET INDEX. Revised November 18, 2021 S-1 SURVEY L-1.0 DEMOLITION, PREPARATION, EROSION & SEDIMENT CONTROL PLAN L-1.1 CONSTRUCTION STAGING PLAN & NARRATIVE L-2.0 LAYOUT & MATERIALS PLAN L-2.1 - L-2.2 LAYOUT & MATERIALS ENLARGEMENTS PLAN L-3.0 GRADING & DRAINAGE PLAN L-3.1 DRAINAGE PROFILE L-4.0 UTILITIES PLAN L-5.0 SITE LANDSCAPE PLAN L-6.0 - L-6.4 SITE DETAILS 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. APPLICANT: 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Planning Board # 21.0243 Approval Approved under authority of a resolution adopted '7C3 Z 2- by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: L Z / .V64 C140 Long Alley Saratoga Springs The LA GROUP NY 128�6 Landscape Architecture & Engineering P.C. p 518-587 8100 f 518-587-0180 Peop%. Purpose. Place, www,thelagroup.com ARCHITECT: Dominick Ranieri Architect, P.C. 30 Jay Street Schenectady, NY 12305 SURVEYOR: Control Point Associates, Inc. 26 Aviation Road Albany, NY 12205 w rn 0- F' U U wZ OL 0w aQ z0 u(DY) >°z �=o wi­-a ~z u)=0 =oo C��z o° LL LL (n Jw� -jww Q=a I r- z Uzi doh USW Zax I�-W� Q�� 000 U)Tz U) Q LL - O> J ZCoz O w (D JOO Dow zo Ord ZOva OmF 0 wV (81 WSO 0 HYD GV LIGHT POLE SIG BOX 0 MH SAN O MH TEL 0 PK NAIL 0 t / APPROXIMATE LOCATION OF UNDERGROUND UTILITY EASEMENT / (NO EVIDENCE OBSERVED IN FIELD) LAWl1ef j¢ !SEE DEED REF. #2) jo MY SIY61mm NIBT ianre� W►soNRr eurow n m�er-l-n / •' N83' 11' 18 / rF:3oa S w%OunuTTIIES / MT 54.J5INV (1):300.6, 12" HOPE A"KT z (2):300.4, 12" HOPE II�AUlm PqEVAL „MPaEt IC ' GAS N82 10 49'1� a 6A55W006 Nc• - �, 49.8,3' PAD AWA 1 !-- AREA VE .. "I // � / CONC. STEP LADS N dEN(HMARK J r POLE GRAVEL POLE � ��� s ! 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Street Atlas USA NOTES: 1. PROPERTY KNOWN AS LOTS 14, 15, 18 1 & 70. BLOCK 1 AS SHOWN ON THE OFFICIAL TAX MAP OF THE CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, STATE OF NEW YORK. TM# 165.67. 2 UPDATED BASE MAPPING PREPARED BY CONTROL POINT ASSOCIATES INC, PC FROM A JULY 2020 FIELD SURVEY. 3. NORTH ORIENTATION IS BASED ON GPS READINGS TAKEN AT THE TIME OF THE FIELD SURVEY. DATUM IS NEW YORK STATE PLANE COORDINATES NAD83, EAST ZONE PER REFERENCE #1 4. CONTOURS AND ELEVATIONS ARE BASE ON GPS READINGS TAKEN AT THE TIME OF THE FIELD SURVEY. DATUM IS NGVD29. PER REFERENCE #1. 5. UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES HAVE BEEN SHOWN FROM SURFACE LOCATIONS AND SUBSURFACE UTILITY LOCATING, LOCATIONS ARE APPROXIMATE AND OTHERS MAY EXIST REFERENCE: 1 MAP ENTITLED "LOT CONSOLIDATION PLAN 365 BROADWAY AND 19-23 WASHINGTON STREET, CITY OF SARATOGA SPRINGS. COUNTY OF SARATOGA, STATE OF NEW YORK". PREPARED BY CHA, DATED SEPTEMBER 09, 2015, 2, MAP ENTITLED "ALTA/NSPS LAND TITLE SURVEY LANDS OF ADELPHI HOTEL PARTNERS, LLC #19 & 23 WASHINGTON STREET, CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW YORK PREPARED BY CHA, DATED NOVEMBER 23, 2016. 3. MAP ENTITLED "ALTA/ASCM LAND TITLE SURVEY LANDS OF 41 WASHINGTON LLC #19-23 WASHING -TON STREET PREPARED BY CHA.. DATED APRIL 28, 2014 AND LAST REVISED MAY 20, 2014. SANITARY MANHOLE - - - ELECTRIC LINE UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE - GAS LINE EDUCATION LAW TELEPHONE MANHOLE ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAN OVERHEAD LINE SURVEYOR'S EMBOSSED OR INK SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. SIGN (SINGLE) SANITARY LINE OV NEW PK NAIL �� ,�i S L.pVN� *% STORM LINE Q tom^ o pc TELEPHONE LINE ((' - WATER LINE GRAPHIC SCALE 80 �� � 5 - d HEF0 t 20 0 10 2- - ' 5071 0 c`tt/ ge ''0 40 e 0716 RETAINING WALL THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, _ ___ _ ______ _ _ _,-- _-.__,__' I LAND MAY 18, 2021 WOODS LINE DESIGNERS OR ANY PERSON PREPARING TO DISTURB THE EARTH'S - SURFACE ANYWHERE IN THE STATE. _ - ( IN FEET) o jY ®� ID P, 1 inch = 20 ft. 1� NEW YORK PROFESSIONAL LAND SURVEYOR #50715 it FIELD DATE TOPOGRAPHIC SURVEY 09-23-2020 353 BROADWAY,, 39 (41) WASHINGTON STREET & 19 - 23 WASHINGTON STREET FIELD BOOK NO 20-03 CITY OF SARATOGA SPRINGS FIELD BOOK PG SARATOGA COUNTY 74-75 STATE OF NEW YORK FIELD CREW2 CONTROL POINT ROCt-TESTER, NY585.2.5D.1764 BC I E F ASSOCIATES INC. P C WARREN. NJ ".W.� CfTALFONT, PA 215.712.9800 26 AVIATION ROAD MT. LAUREL, NJ 609.857.2099 ALBANY, NY 12205 NEW YORK. NY 646.780.0411 DRAWN: ®'`�' ®' LONG ISLAND, NY 631580.2645 SI8.217.5- EY.8.4595 FAX SOUTHBORO[IGH, MA 508.948.34HNl WWW.CPASURVEY.COM REVIEWED. APPROVED. DATE SCALE FILE NO DWG NO. J.J.L. J.J.L. 1 10.29.2020 1 1" = 30' 09-200138 I OF 7 -- REMOVALS NOTES: PROTECTION NOTES: SITE PREPARATION NOTES: LEGEND 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 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING -- -- ®--- PROPERTY LINE SITE, ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST WORK DUE TO THEIR CONTRACT OPERATIONS. WITH THE CITY ENGINEER, CITY ENGINEERING DEPT/DPW, AND OWNER/OWNER'S BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION CONSTRUCTION LIMIT LINE STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. PLANS AND GENERAL CONSTRUCTION SCHEDULE. --- - EXISTING MINOR CONTOUR 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE 3 - EXISTING MINOR CONTOUR 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. - - -ST--- - EXISTING STORM LINE REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING 4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFER''NCE ON ACTIVITIES, REFER TO PROJECT PLANS, NOTES AND DETAILS.---_- ----................ EXISTING SANITARY SEWER LINE 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO EE 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. ------r>---— EXISTING GAS LINE THE REMOVAL OPERATIONS, FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT EXISTING CONDITIONS TO BE PRESERVED, BUILDINGS OR OTHER TREES TO BE SAVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTI 'tG -- - - - -' EXISTING UNDERGROUND ELECTRIC 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE EXISTING UNDERGROUND WATER LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND - SAWCUT ASPHALT REPRESENTATIVE, CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6. ALL DEMOLITION AND DISPOSAL ACTIVITY WILL COMPLY WITH APPLICABLE FEDERAL, 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING X xxxxxxxx REMOVE ITEM STATE, AND LOCAL LAWS. FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK —xxx—x— CONSTRUCTION PROTECTION FENCE OPERATIONS. 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE REMOVE PAVMENT OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVE BUILDING Planningr / Approval Approved under authority of a resolution adopted % 3 by the Planning Board of the City of Saratoga Springs. Chairperson � * y Date Signed: C1 The LA GROUP Landscape Architecture c4 Engineering P.C. People. Purpose. Plrcce. 40 1,ong Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.corn Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. V the LA Group 2017 Prepared fora 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Title. 19 Washington 19 Washington Saratoga Springs, NY 12866 of- Nl I VI 091339 �? Ro�ESS10r, Project No.: 2020049 Design: CMI Drawn: HSM/KLT Ch'k'd: DBH Date: 3/18/2021 Scale: 1"=20' Rev: Description: i Date: I 1 Plan Revisions 7/29/21 2 Revised Plans 9/10/2021 3 Revised Plans 10115/2021 Drawing Title Demolition, Preparation, Erosion, & Sediment Control Plan Drawing No. L-1.0 a t. CONSTRUCTION STAGING NARRATIVE: THE PROJECT ANTICIPATES UTILIZING THE PROPERTY FOR THE MAJORITY OF MATERIAL STAGING THROUGHOUT THE BUILDING CONSTRUCTION PHASES. SOME MATERIALS MAY BE STORED ON A PROPERTY AT 25 STATION LANE IF THE MATERIAL STORAGE IS NOT SUFFICIENT ON SITE. CONTRACTORS FOR THE PROJECT WILL UTILIZE NEARBY PROPERTIES WITH THE SAME OWNER FOR PARKING DURING THE MAJORITY OF CONSTRUCTION. CONTRACTOR PARKING MAY UTILIZE THE 25 STATION LANE PROPERTY FOR PARKING AS WELL IF SPACE BECOMES AN ISSUE. .......... ............ - b t. L v— " A WN b VZ N LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE ............. ........ EXISTING MINOR CONTOUR 312,__ EXISTING MINOR CONTOUR -- S-tr EXISTING STORM LINE ....... ......... ... . ............ S .... ...... ........ .. . . .............. EXISTING SANITARY SEWER LINE EXISTING GAS LINE F- EXISTING UNDERGROUND ELECTRIC EXISTING UNDERGROUND WATER - — — — — — — - SAWCUT ASPHALT x �xxxxxxxxx REMOVE ITEM —X—X—X—X— CONSTRUCTION PROTECTION FENCE REMOVE PAYMENT REMOVE BUILDING 20 10 0 5 10 15 211 LAOScale: 1 20' Planning Board # 21.0243 Approval Approved under authority of a resolution adopted . ....... . g/oz,- by the Planning Board of the City of Saratoga Springs._�L Chairperson Date Signed: 0 M The LA GROUP Landscape Architecture & Engineering P.0 Peop,(e- Purp ose. P&ce, 40 Long AlleV 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. Oc the LA Group 2017 Prepared for- 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project ritle,- 19 Washington 19 Washington Saratoga Springs, NY 12866 f NlEt�ji Z 7 Project No.: 2020049 Design: CM1 Drawn: HSM/KLT C h'k'd: DBH Date: 3/18/2021 Scale: 1"=20' Rev: Description: Date: Drawing Title Construction Staging Plan & Narratrive Drawing No. L-1.1 L is CONCRETE RETAINING {/ WALL BY ARCHITECT t METAL GRATES FOR ri VENTING GARAGE PIT SEE ARCHITECTURAL PLANS i moo �- a r�'`�i s to •-i s 3��� ��'�a�z��:;�'s EASEMENT _~ J �.vivocrwr� 15COURTYARD (ADELPHI HOTEL) O 16._{ ..... ; I nrr n� irr�r � n e rnn �) O 0 O 27 28�(2D 30 31 32 C I Ca EXISTING BUILDING (ADMINISTRATION =' OFFICES) 23 WASHINGTON ST - SEE ENLARGEMENT 1 ON SHEET L-2.1 LAYOUT NOTES 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, - TC.). 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS TO CONTINUING WORK. MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. UTILITIES PRIOR TO CONSTRUCTION, 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF 10. ALL PROPOSED OR RELOCATED SIGNS WITHIN THE CITY RIGHT OF WAY SHALL HAVE FINAL CURB. LOCATION APPROVED BY THE DEPARTMENT OF PUBLIC SAFETY BEFORE INSTALLATION. 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. GUEST DROP-O`P� o o a o 0 0 I 34 35 36 37 1308 39 WASHINGTON STREET LEGEND TRASH & RECYCLIN ROOM EM&CM I I 1M EXISTING BUILDING IRTARRI IC;KS) cl TRAFFIC SIGN 5 L-6.1 9 SEAT WALL ,•x>. TREE GRATE ,fir LOM The LA GROUP Landscape Architecture & Engineering P.C. Peop/e. Purpose. PCace. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thetagroup.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 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Q r Q O m Project Tit/e: a 19 Washington 19 Washington Saratoga Springs, NY 12866 oF SEW n w "-' 0 08133CJ v 9�FESS% .. Project No.: 2020049 Design: CMI 20 10 0 5 10 15 20 Drawn: HSM Ch'k'd: HSM Date: 3/18/2021 Scale: 1"=201 Scale: 1" = 20' Rev: Description: Date: 1 Revised Plans 7/29/21 2 Revised Plans 9/10/2021 3 Revised Plans 10/15/2021 4 Revised Plan 10/22/2021 5 Addresses 11/18/2021 Planning Board # 21.0243 Approval Approved under authority of a resolution adopted 9 ,�12,1 by the Planning Board of the City of Saratoga S ings. Chairperson Date Signed: L / Z Drawing Title Layout & Materials Plan Drawing No. L-2.0 101 STEPS TO BE - RESTORED,SEE ARCHITECTURAL PLANS HISTORIC STONE- WALL TO BE RESTORED EXPANSION JO 6" GRANITE CURBI HEATED CONCRETE PAVEMENT RELOCATED TRAFFIC SIGN "NO PARKING MON-FRI" 7 , C4 '7 BASEMENT LEVEL PARKING LAYOUT DROP CURB AT VEHICULAR ENTRANCE Ogg 3 7 �38 NO LEFT TURN SIGN ---------- NO PARKING HERE TO CORNER ARROW LEFT WASH INGTON STREET NO RAKING LOADING ZONE ARROW RIGHT LEGEND PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT HEATED CONCRETE PAVEMENT — — — — — — — — EXPANSION JOINT 6" GRANITE CURB TRANSITION CURB FLUSH CURB HISTORIC STREET LIGHT ACCESSIBLE PARKING SPACE TRAFFIC SIGN —2 ----1-1:�N DETECTABLtPEDESTRIAN L 60 z WARNING STRIP \('TDROPCURB HISTORIC STREETLIGHT; TYP, RELOCATED TRAFFIC SIGN NO PARKING COMMERCIAL LOADING ZONE ARROW RIGHT NO PARKING LOADING ZONE ARROW LEFT 0-11, ASPHALT PAVEMENT, TYP. Scale: 1" = 10' Planning Board # 21.0243 6" GRANITE CUR SCALEV=10' LOW The LA GROUP Landscape Architecture &Engineering P.C. People, Purpose. Place- 40 Long Alley 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. V the LA Group 2017 Prepared for., 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Title" 19 Washington 19 Washington Saratoga Springs, NY 12866 Project No.: 2020049 Design: CIVII Drawn: HSM Ch'k'd: MCB Date: 3/18/2021 Scale: 0/13/2021 Rev: Description: Date: 1 Revised Plans 7/29/21 2 Revised Plans 9/10/2021 3 Revised Plans 10/14/2021 4 5 Revised Plans Revised Plan 1011512021 10/22/2021 Drawing Title Layout C& Materials Enlargements Plan Drawing No. L-2.1 EXISTING BUILDING (STARBUCKS) REPLACED SARATOGA SPRINGS WAYFINDING SIGNAGE LOCATION TO BE DETERMINED WITH DPS/DPW WEST ROUTE 29 SIGN NO PARKING HERE TO CORNER ARROW RIGHT NO PARKING COMMERCIAL LOADING ZONE LEFT ARROW. 6" GRANITE CURB, TYP. ASPHALT PAVEMENT, TYP. FIC SIGNAL, tDINATE WITH RESTRIPE CROSSWALK, COORDINATE FOR DPS/DPW APPROVAL EX ,ANSiON JOINT, TYP. !2 HOUR PARKING TRAFFIC SIGN(S), FINAL LOCATION TO BE COORDINATED WITH DPS/LPW 6' BENCH, CITY DPW APPROVED CONCRETE PAVEMENT, TYP. HISTORIC STREET LIGHT ASPHALT PAVEMENT, TYP. Q ITRASH RECEPTACLE, CITY DPW APPROVED Q O �6' BENCH, CITY DPW APPROVED m -"WEST ROUTE 29 RIGHT ARROW" AND "NATIONAL MUSEAUM OF RACING HALL OF FAME" RELOCATED TRAFFIC SIGNS FINAL LOCATION TO BE COORDINATED WITH DPS/DPW. )6" GRANITE CURB HISTORIC STREET LIGHT 6' BENCH, CITY DPW APPROVED "NO PARKING HERE TO THE CORNER" AND "2 HOUR PARKING" RELOCATED TRAFFIC SI`:9N(S), FINAL LOCATION TO BE COORDINATED WITH DPS/DPW BIKE RACK, CITY DPW APPROVED TRIPLE HISTORIC STREET l 10 5 0 2 4 6 810 Scale: 1" = 10" RESTRIPE CROSSWALK, COORDINATE FOR DPS/DPW APPROVAL DETECTABLE WARNING STRIP . r , r * 1- I. f Rr / EXISTING BUILDING (ADELPHI HOTEL) Scale: 1" = 10' CONSTRUCTION NOTES BIKE RACK, CITY 1, COORDINATE WITH UTILITY COMPANIES AND CITY FOR PROPOSED UTILITIES AND ABANDONED DPW APPROVED UTILITIES. 2. FINAL DESIGN FOR ROW AMENITIES IS SUBJECT TO THE COMMISSIONER OF PUBLIC WORKS. 6' BENCH, CITY CONSTRUCTION CAN NOT BE FINALIZED WITHOUT HIS APPROVAL FOR THE FEATURES TO BE DPW APPROVED INCLUDED WITHIN THE ROW, SPECIFICALLY ALONG BROADWAY IN FRONT OF THE STARTBUCKS BUILDING 3, THE FINAL HEATED RADIANT HEATING SYSTEM WILL BE REVIEWED AND APPROVED BY TREE GRATES DEPARTMENT OF PUBLIC SAFETY IN ORDER TO COORDINATE THE CURRENT AND FUTURE WITHIN TRAFFIC SIGN LOCATIONS, PLEASE HAVE THE CONTRACTOR SUBMIT DIRECTLY TO THE CITY FOR PAVEMENT THIS REVIEW. SCALE. 1 "=10' L�. TRAFFIC SIGN 5 L-6.1 SEAT WALL 9 L-6.1 TREE GRATE $ L-6.2 Planning Board # 21.0243 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: SCALE: 1"=10' LCM1 The LA GROUP Landscape Architecture & Engineering P.C:. Peop&_ Purpose. Place 40 Long Alley p: 518-587-8100 Saratoga Springs t 518-587-0180 DIY 12866 www.thetagi,oup.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. 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Title: 19 Washington 19 Washington Saratoga Springs, NY 12866 of Ni:pti f� {0 ` q),�P Ci " > T u,t l m r,. i,,o �010 ` 91339 R�PESSIONP�' Project No.: 2020049 Design: CMI Drawn: HSM Ch'k'd: MCB Date: 3/18/2021 Scale: 1"=10' Rev: Description: Date: 1 2 3 Plan Revisions Plan Revised ��104YVO� Plan Revisions 7/8/21 9/10/2021 10/13/202'. 4 Plan Revisions 101141202'. 5 Plan Revisions 10/15/202'. 6 Plan Revised 10122/202' Drawing Title Layout &. Materials Enlargements Plan Drawing No. L-2.2 SCALE 1"=10' GRADING NOTES: 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "TOPOGRAPHIC SURVEY 353 BROADWAY, 39 (41) WASHINGTON STREET & 19 - 23 WASHINGTON STREET", DATED 10/29/2020 AS PREPARED BY CONTROL POINT ASSOCIATES INC. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY, 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. 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. 4. 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. 5. 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. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT, IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10, 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. 11. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 12, 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. 13, 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 L-n10 1 nw O v%,r a ! lJmm JCVVCK, I U I3t ABANDONED, SEE GRADING NOTE 17. EXISTING 10" WATER CAP END OF EXISTING STORMWATER PIPE, ABANDON LINE, SEE GRADING NOTE 17. UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE, 14. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES: 15. 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. 16. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 17. ABANDONED STORM DRAINAGE PIPES NOTED SHALL BE FILLED WITH FLOWABLE FILL ONCE DISCONNECTED. 18, CONTRACTOR SHALL COORDINATE WITH CITY ENGINEER'S OFFICE AND DEPARTMENT OF PUBLIC WORKS FOR OBSERVING TEST PITS TO VERIFY EXISTING UTILITY DEPTHS AND MATERIALS. — — — PROPERTY LINE 850 MAJOR CONTOUR 852 MINOR CONTOUR 8�fio EXISTING MAJOR CONTOUR '5 52 EXISTING MINOR CONTOUR 857 �- PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION .............. ............... _..... EXISTING TELECOM _ ..._.__ EXISTING GAS LINE EXISTING STORM DRAIN .. W _-..-------- EXISTING WATER LINE EXISTING SANITARY LINE PROPOSED STORM DRAIN W -- PROPOSED WATER LINE CAN --------- PROPOSED SANITARY LINE UD PROPOSED UNDERDRAIN MODIFY EXISTING L-6.3 STORMWATER MANHOLE TO ACCEPT NEW PIPE, INV, 293.0 MATCH EXISTING TC299.33 BC(298.83) TC298.88 BC(298.38) TC298.62 BC(298.12) REFER TO SHEET �"" L-3.1 FOR DRAINAGE PROFILE 162" of 18" HDPE @ 0.39% TC298.10 C(297,60) 2B1+00 �"-------- TC297.5 BC(297.0) FC(296.92) STMH #1 RIM:296'84 INV IN:293.69 18" INV OUT:293.6418" _44' of 18" HDPE @ 0.75% EXISTING 8" VCP STORM SEWER, TO BE ABANDONED, SEE GRADING NOTE 17, 20 10 0 5 10 15 20 Scale: 1" = 20' one -mil• i. Approval Approved under authority of a resolution adopted q by the Planning Board of the City of Saratoga Sprin Chairperson _--- Date Signed: / / L 0 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.corn Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 0 the LA Group 2017 prepared for- 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Title: 19 Washington 19 Washington Saratoga Springs, NY 12866 Project No.: 2020049 Design: M)T Drawn: KLT Ch'k'd: DBH Date: 7/6/21 Scale: 1"=20' Rev: Description: 1 Revised Plan 2 Revised Plans 3 Revised Plans 4 Revised Plans Drawing Title ir-Jr.-a 11vig Drawing No. L-3.0 Date: 7/8/21 9/10/2021 10/15/2021 10122/2021 A 310 300 RA 285 EX-STMH RIM:299.60 INV IN:293.00 18" 162'of 18"—/ - @ 0.39% 0+00 1+00 DRAINAGE PROFILE STMH#2 RIM:297,53 INV IN294.12 12" INV OUT:2 94.02 18" 44" of 18" HDPE, @ 0.75% STMH #1 RIM:29&84 INV IN:293.69 18" INV OUT:293.64 18" .................. .......... ­­ ------------- ............. APPF k , OXIMATE LOCATION OF EXISTING GAS SERVICES. CONTRACTOR TO CONDUCT TEST PITS TO DETERMINE LOCATION. REFER TO SHEET L-4.0 FOR TEST, PIT INFORMATION. 2+00 3+00 RIM4301.29 INV IN:297LI1311 18" INV IN:296M 12" INV OUT:296.29 18" -EXISTING GRADE, TO BE MATCHED 252'of 18" HDPE @ 0.86% NEW 6" PVC SANITARY SEWER INV. 294.151 4+60 STMH#5 RIM:302.31 INV. IN (EX)' 299.95± INV IN:298.42 18" I 70'of 18" HDPE @ 1 .011% APPROXIMATE LOCATION OF EXISTING WATER SERVICE 11 5+00 310 NOTES: 1, DEPTH OF EXISTING UTILITIES ARE UNKNOWN AND SHOWN ON THE PROFILES FOR DIAGRAMMATICAL PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY DEPTHS, SIZES, AND LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 290 285 HORIZONTAL SCALE 1"=30" VERTICAL SCALE 1"=3' Planning Board # 21.0243 Approval Approved under authority of a resolution adopted 2— - - -- - ------ by the Planning Board of the City of Saratoga Springs. Chairperson V1 W" I V r/ Date Signed: 71 0 M The LA GROUP Landscape Architecture & Engineering P.C. peop& Purpose. Place. 40 Long AI1eV 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.thetagroup.coir, Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 0 the LA Group 2017 Prepared for., 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Time- 19 Washington 19 Washington Saratoga Springs, NY 12866 Project No.: 2020049 Design: KILT Drawn: KLT Ch'k'd: D13H Date: 7/8/21 Scale: I"=20' Rev: Description: Date: 1 Revised Plan 5/3/2021 2 Revised Plans 9/10/2021 3 Revised Plans 10/15/2021 4 Revised Plan 1012212021 Drawlrng Title Drawing No, L-3.1 t ..... r li WcixZ � e(tli-Zz.f?1ryG r ` 00 allY3vC y 1 „FR. kM E I t � �, .� .�. ��� am `rn ��� .� �iL,::.� .,�..::�irrrrr.rri�_..�►-.-�_.; map i... _. PD Apt s LJ , ST E __ E j 7 ®'/1i�i� HKUF'UBEU UN ERGROU ELECTRIC, ER TO MEi t `s I INV. (BLDG): ±294.85 6" PVC SEWER LATERAL @ 2.0% 77 Q I II l7 li ;I' oonOC Dry I IAIC 6" GATE�VALVE ,TE VAL E —, r-- 6"X4" TEE WITH THRUST BLOCK —6" DIP WATER SERVICE ............. ..BEFR TO._TEST PIT NOTE, THIS SHEET. i a EXISTING HYDRAN'�' `W N Q Q M 1 J w ^ aP '. It71J Jr1CCl. •.•••�•��•,•1e v�rrt_ia L-63 31 it SERVICE CONNECTION LATERAL INV. 294.15± II if WATER SYSTEM NOTES UTILITY NOTES 1, WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL BELOW FINISHED GRADE OF 5-0", AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS 2. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAWS SHALL BE IN INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 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 2. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. BUILDING FOOTPRINT CONFIGURATION. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 3, THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC 3. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL COORDINATE BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH AND ANY SANITARY OR STORM SEWER. LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.) AND IMMEDIATELY REPORT ,' NY 4. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE 5. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BORNE BY THE CONTRACTOR. BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 5. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 6. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. TEST PIT NOTE 1. CONTRACTOR TO PERFORM TEST PIT TO VERIFY EXISTING UTILITY LOCATIONS, SIZES, AND DEPTHS. REPORT FINDINGS TO OWNERS REPRESENTATIVE. LEGEND PROPERTY LINE ._._._._----------- _._, __.... UNDERGROUND ELECTRIC -- — -'- - — --- - EXISTING TELECOM _... .......... EXISTING EXISTING GAS LINE ;- - — ------------ EXISTING STORM DRAIN F - .• -.... EXISTING WATER LINE __._____._.._.._......_._.___..__ EXISTING SANITARY LINE PROPOSED STORM DRAIN \' PROPOSED WATER LINE - SAN - PROPOSED SANITARY LINE + TEST PIT LOCATION Planning Board # 21.0243 Approval Approved under authority of a resolution adopted 9,3 1 by the Planning Board of the City of Saratoga S hol Chairperson Date Signed: _ L L I LCM1 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. V the LA Group 2017 Prepared for, 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Title: 19 Washington 19 Washington Saratoga Springs, NY 12866 Hof IN,��`"� �- XV 33 Project No.: 2020049 Design: KLT Drawn: KLT Ch'k'd: Dl Date: 3/18/2021 Scale: 1"=20' Rev: Description: Date: 1 Revised Plan 7/9/21 2 Revised Plan 9/10/2021 3 Revised Plans I 10/22/2021 Drawing Title Utilities Plan Drawing No. _- ! . ............. ......... ........... I ;__I UUMMON16111 4"-6" ROUNDED DECORATIVE COBBLE STONE, 8" DEEP WITH FILTER FABRIQ-LWQ RO Now .s V Ll�V VI\flL 111\1\V PLANTINGS L� O PROPER UNE 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL. AT ANY TIME BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY SHRUBS IMMEDIATELY FROM PROJECT SITE. 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 9, CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO LOCALITY OF THE PROJECT. PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES 10, THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF COMMENCEMENT OF PLANTING, TREE OR SHRUB FOR HEIGHT AND SPREAD: DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 11, INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRACE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTAN'.;E OF 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND ROUGH GRADING. SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULL`, OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN SPECIFIED, PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. WILL BE REJECTED. 13, ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH 4, ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF OTHERWISE NOTED ON PLANT LIST. TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK, SHREDDED BARK 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING, COLOR, PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME, 6. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY ARCHITECT / OWNER'S REPRESENTATIVE. TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SH:=,LL CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. GOVERN. 7. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED ANCSHALL TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER, 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT RE -SEEDING AS NECESSARY.. i= t; t. , UNDER TREES WASHINGTON STREET 17PROTECT PLANTS ri DAMAGE DUE TO LANDSCAPE OPERATIONS • D OPERATIONS O,. OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS, Tw A REPAIR, OR REPLACE DAMAGED PLANTINGS, 18. UPON COMPLETIONOF ALL PLANTING WORK,CONTRACTOR SHALL REQUEST WRITING THAT THE LANDSCAPE ARCHITECTFORMALLY INSPECT PLANTING WORK. PLANTA r A AND WORKMANSHIP ARE ►LANDSCAPEr WRITTENWILL ISSUE A O, 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. R 1 PLANTS ..A SHALL BE w OF ■ CRACKS;SCALD;DAMAGEDUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTSIAND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS ,A REGARDLESS OF SEASON OF REVIEWSHALL 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 i ■ SHOW NO SIGNS OF 20.2LAWN AREAS SHALL • HEALTHY,iw D OF GRASSOF r SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 21. IF PLANT A w A AND WORKMANSHIP ARE ACCEPTABLE, a i t ARCHITECT WRITTENWILL ISSUE A CERTIFICATE . FINAL ACCEPTANCE TO THE CONTRACTOR. 22. GUARANTEE: w A CONTRACTOR SHALL GUARANTEE + A ALL PLANT ..A MATERIAL i. REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK,• A DEFECTS INCLUDINGM UNSATISFACTORYiw 21 CONTRACTOR :.w A. SHALL REPLACE wL. A •.L: PLANTS THAT ARE MORE THAN 25% DEAD OR, A DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. i r A • R SHALL BEAR w COMPLETE ■ r A REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. is GRASS A FRESH, CLEAN, ,.! NEW -CROP DCOMPLYING ,.. A'S "RULES . SYM. I QTY, BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES CK 2 Cladrastis kentukea Yellowood 4"cal. B&B CO 1 Celtis occidentalis Common Hackberry 4"cal. B&B GB 3 Ginkgo Tree (Male Only) Ginkgo Biloba 'Columnar'" 4"cal. B&B ORNAMENTAL TREES AG 2 A ielanchier x grandiflora "Autumn Brilliance' Autumn Brilliance Serviceberry 3"-3,5" cal. B&B (Tree Form) SHRUBS IG 51 llex giabra 'Shamrock' Shammock Inkberry 24"-30" ht. See Plan HY 9 Hydrangea Bush 'Twist-n-shout' Hydrangea 24"-30" ht. See Plan HS 7 Hibiscus Syriacus Rose-of-sharon 30"-36" ht. See Plan PERENNIALS / GRASSES / VINES PQ 1 29 1 Parthenocissus quinquefoiia Virginia Creeper #1 cont. Stagger 18" O.C. ANNUAL PLANTINGS WITHIN PLANTERS TYP. 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% 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 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 PPM #270 22 55 .002 2 7 SEASONAL PLANTINGS PER CITY DPW SEASONAL PLANTINGS PER CITY DPW SEASONAL PLANTINGS PER CITY DPW LEGEND DECIDUOUS TREE 4 L-6.2 ORNAMENTALTREE 4 L-6.2 + SHRUBS / PERENIALS 5 6 L-6.2 L-6.2 E GROUNDCOVER LAWN DECORATIVE STONE 20 10 0 5 10 15 20 I Scale: 1" = 20' Planning .Board # 21.0243 __.Approval. Approved under authority of a resolution adopted q 12, by the Planning Board of the City of Sarato "BpTffigs ~._ Chairperson V I lit Date Signed: l Z L C LCM1 The LA GROUP Landscape Architecture c5'a. Engineering P.C. People. Purpose. Plane. 40 L,ong Alley p: 518-587-8100 Saratoga Springs / 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• 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Title: U Washington Saratoga19 Washington Springs,• Project No.: 2020049 Design: CMI Drawn: 1-ism Ch'k'd: MJT Date: 3/18/2021 Scale: 1"=20' Rev: Description: Date: 1 Revised Plan 7/9/21 2 Revised Plan 9/10/2021 3 Revised Plans 10/15/2021 4 Revised Plans 10/22/2021 Drawing Title LandscapeSite Plan Drawing No. x E m G V Z4Q O N p U) 0 0 m� N h � O Q 62 �10 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 4. (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 .0 A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 0 no 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. 12"' THICK 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE 47 ® ra C7 a p L7 p DBH = X INCHES CRITICAL ROOT ZONE _ WITHIN X FEET FROM TRUNK NOTE: MEASURE DBH OF TREE IN INCHES, THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROM THE TRUNK THAT SHOULD BE PROTECTED BY FENCING DETERMINING CRITICAL ROOT ZONE a 0 FENCING POST CONTINUOUS CHAIN LINK FENCING n; nnina ,--`-EDGE OF EXISTING ROADWAY SINGLE TREE vVv f-7 XTURE TYPE 3 AND TYPE 4 GR/ OVER COMPACTED SUBGRADE SCALE, NTS CHAIN LINK CRITICAL ROOT ZONE + CHAIN LINK CRITICAL �-� ROOTZONE 0 MULTIPLE TREES NOTES: 1. TREE PROTECTION ON FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK DIAMETER, OR 6'. WHICHEVER IS GREATER. 1 FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, AND BE CONSTRUCTED OF CHAIN LINK. 4, FENCE SHALL BE SUPPORTED BY VERTICAL POSTS DRIVEN 2' (MIN.) INTO THE GROUND. POSTS MUST AVOID MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN 10' APART. 5, NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER. 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A VISUALLY PROMINENT LOCATION. STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING �I CNi NOTE: 10 MIL PLASTIC LINING 1, WASHOUT AREA SHALL BE SIZED BY THE STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. CONCRETE WASHOUT TEMPORARY STOCKPILE SCALE:NTS 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_ SCALE. NTS INLET GRATE --�- STEEL FRAME FOR BAG REMOVAL FROM INLET h �# NOTES: 1. 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, SCALE NTS CONCRETE 3/4" PREMOLDED SIDEWALK EXPANSION JOINT FINISHED 6", 1/4" RADIUS GRADE PAVEMENT .. �...�.�.:�._i...: r._,. f_c.CID .., �a -IN-PLACE CONCRETE CURB SEE 91 CONCRETE �\ n SPECIFICATIONS _.—=--- GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX. FULL CURB AT SIDEWALK PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE 6„ FINISH GRADE; BITUMINOUS 6" 112" RADIUS 1/4" RADIUS OR LAWN, SEE PLANS Q 11 I PAVEMENT - `' FINISH GRADE 4,000 PSI 3 CAST -IN -PLACE CONCRETE d < _::' CAST -IN -PLACE \ \ 0 o'... CURB SEE CONCRETE ' S : `Jc."r yl..i ;tit T E CURB , \ g o, °O �'� 0° SPECIFICATION - '� � % '" 0 .. �\ p `q GRAVEL COMPACTED TO z on 6 o C>.Q °' B`' c, 95% STANDARD PROCTOR ? r: ' COMPACTED _ CU — ° o 0 SUBGRADE COMPACTED TO :. ;i „a GRAVEL BASE ° .�17 ,'0 90% STANDARD PROCTOR NYSDOT SECT. 304, 77, \ `\ NOTE; TYPE 2 EXPANSION JOINTS SPACED FULL CURB AT LAWN ALONG CURB 10' O.C. MAX. 6" 6" 6" FLUSH CURB IN PAVING CONCRETE CURB ;" JOINT FILLER WHEN ABUTTING CONCRETE 1'-0" FINISHED GRADE-- Till FINISHED GRADE GRANITE CURB MIN 12" LONG, 3000 a 1 - 'Y S D.O.T. SECT 304 I_...... i G E PSI WET MIX` f ..+ ` C TYPE 2UBBASE , S CONCRETE BACKING '- AT CURB JOINTS- ; a �� ! 3000 PSI DRY MIX a 6 , , CONCRETE BEDDING, ice' zt in;.. r � ; 1 CONTINUOUS ALONG 4 f` ,.: :! rg<$ CURB COMPACTED ORji 77771 _' :' NYS DOT SECT 304 SUBGRADE TYPE 2, SUBBASE 6„ 6„Ir 6" GRANITE CURB DETAIL 00"*'1 GRANITE CURB CONCRETE CURB Ile1' L 6" (ADJACENT SIDEW nr /AM lAf r'AIT 1 AIAI II I eo Q \3/8" EXPANSION JOINT ADJACENT FINISH GRADE AT BOTTOM OF CURB TRANSITION CURB SCALE NTS SCALE NTS SCALE NTS CONCRETE APRON SEE CONCRETE SIDEWALK & APRON TYPE 1 AT CONCRETE SPECIFICATIONS NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS TURF 6" BNCRETE TAPER CURBCUR (AS NECESSARY) ' EXPANSION JOINT (TYP,)— FULL DEPTH OF PAVEMENT TRANSITION CURB BOTH SIDES RADIUS 5 \NC' --'- - .: 1-1/2" REVEAL STREET S' -:5 = MIIV WARPED PAVEMENT AREA (TYP. BOTH SIDES) DROP CURB AT VEHICULAR ENTRANCE TURF HEAVY BROOM CONCRETE SIDEWALK FINISH DETECTABLE 1/4" REVEAL (MAX) TEXTURE — 6" CURB WARNING __.'`' (TYP.) •-6" MIN. 5' Ml� 1V�.~ T TRANSITION CURB PEDESTRIAN CURB RAMP - TYPE 1 AT GRASS STRIP N.T.S. SCALE: NTS CONCRETE SIDEWALK 1/4" REVEAL (MAX.) DETECTABLE HEAVY BROOM TEXTURE FINISH (TYP.) �> WARNING 6' TRANSITION 6' MIN. tt N" CURB 6' TRANSITION CURB PEDESTRIAN CURB RAMP - TYPE 2 CROSS WALK N.T.S. NOTE: MAX SLOPE IN MAIN RAMP MEASURED PERPENDICULAR TO CURB SHALL BE 1:12. JSCALE NTS TOP COURSE NYSDOT ITEM NOTES: 1 PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, PG-64S-22 402.12730R, 80 • SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE, BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY TACK COAT - NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 407-b102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING, Cn 2, TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE ® ", �\ " a BINDER COURSE - NYSDOT ITEM THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER _ ¢ — >\ 1 PG 64S-22 402.2579QR - 80 COURSE. \ SERIES COMPACTION PG 3, NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO Cn BINDER (LIQUID ASPHALT) COMMENCING PAVING OPERATIONS. GRADE SHALL BE PG-64-22 PAVEMENT TOP BINDER GRAVEL COMPACTED GRAVEL- TYPE COURSE COURSE COURSE NYSDOT TYPE 2 CRUSHER RUN -STONE (SECT. 304) COMPACTED TO 95% ALL 2" 4" 12" ASPHALT STANDARD PROCTOR "BINDER TO BE PLACED IN (2) 2" LIFTS WITH SEPARATOR FABRIC (NYS DOT 207) TACK COAT BETWEEN. SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT SCALE:NTS PROPOSED PAVING EXISTING PAVING APPLY TACK COAT KEYED PAVEMENT TO BE FLUSH WITH 6" TOP COURSE EXISTING PAVEMENT BINDER COURSE 142" MINIMUM DEEP KEY INTO EXISTING PAVEMENT 3 � N, f COMPACTED BASE MATERIAL COMPACTED SUBGRADE PAVEMENT KEY SCALE NTS f 6" CONCRETE 1" TYP, TIE e yl` 1 1-112" TO 2" TYP. NOTE: 1. CHECK WITH INSULATION MANUFACTURER TO ENSURE IT MEETS REQUIRED COMPRESSION STRENGTH 2. SEE MEP PLANS FOR TUBING LAYOUT AND DESIGN. -EDGE INSULATION POLYETHYLENE MOISTURE BASED ON DESIGN BARRIER, 6 MIL TYP, COMPACTED SUBBASE INSULATION A1 RADIANT HEATED CONCRETE DETAIL Planning Board # 21.0243 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Chairperson � Date Signed _2�� SCALE. NTS The LA GROUP Landscape Architecture & Engineering P.C. I'eop(e. Purpose. Place. 40 Long Alley p: 51.8-587-8100 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. C) the LA Group 2017 Prepared for.• 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Title: 19 Washington 19 Washington Saratoga Springs, NY 12866 Project No.: 2020049 Design: CMI Drawn: HSM Ch'k'd: MCB Date: 3/18/2021 Scale: 1"=20' I Rev: Description: Date: 1 Revised Plans 9f10/2021 2 Revised Plans 10/22/2021 Drawing Title I Site Details Drawing No. L-5.0 e%AQT Al I IAAIAII IAA CIKIIAI Anm PnnG 3 3ROOM FINISH PERPENDICULAR r0 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 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 s 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 NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. 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.) 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 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 WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING TYPE 2 VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN 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 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 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 CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSEDTO FREEZE THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY MINIMUM SPECIFICATIONS, WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL "NEW SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS", 1985. AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. 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 *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. PSI AT 28 DAYS. AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST ;1 CONCRETE PAVING DETAIL 1 A a@; @ Q @ Q o l@ @ @ Q B oo®0000 o0@o@o0 a B T DOME @ @ @ a ® @ Q @@ 0 @@@®, A 1'-0" PLAN-TILE 12" 2'-0" -- rvn 'I Tvp Z W W W rl W co 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) SECTION A -A -- DOME 10/16" OHOLE THROUGH INTERNAL EMBEDMENT SECTION B-B EMBEDMENT FLANGES (2 FLANGE AT 3" C/C PER FLANGE) NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. PEDESTRIAN CROSSWALK --S: ALL CROSSWALK MARKINGS SHALL BE WHITE. CROSSWALK WIDTH AND ALIGNMENT SHALL MATCH EXISTING CONDITIONS, BUT IN NO CASE BE LESS THAN 6' WIDE. CROSSWALK PAVEMENT MARKINGS MUST BE ACCOMPLISHED THROUGH THE USE OF REFLECTIVE PREFORMED PERMANENT PAVEMENT MARKING PAINT WITH REFLECTIVE SPHERES APPLIED TO THE WET PAINT PER NYS DOT STANDARDS AND SPECIFICATIONS. FINAL LAYOUT AND INSTALLATION SHALL BE COORDINATED WITH CITY DPS AND DPW SCALE:NTS a71.,f1L L. IV I v 1ZPU1-lLC IV 1 J SEE NOTES i, -" - TES FOR (CATIONS .D POST & N HARDWARE l BY CITY E.PARTMENT DRIVEN INTO ;ONCRETE BE USED) ELEVATION NOTES: 1. ALL TF.AFFIC 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/07 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. SIGN DETAIL / SIGN SCHEDULE io NOTES: M 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. J li/'1L C. IV I J TEXT LETTER APPROX. SIZE M.U.T.C.D. SIZE I TYPE OF SIGN NO. A SEE 12"x18" P4-6C ® M.U.T.C.D. 1.5 S.F. r 30"x30" B ®� M.U.T.C.D. SEE 6.25 S.F. R1-1C C SEE M.U.T.C.D. 12"x18" P-1-1 D 30"x30" W5-1C 6.25 S.F. 4" HT 30"x24" E 4.00 S.F. SEE 30"x36" R3-2 F M.U.T.C.D. 7.50 S.F. G 12"x 18" NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. SCHEDULE oUAHLk. N 1 J ------FINIAL (SAME FINISH AS POLE) NOTES: - LED -ROOF MOUNTED OPTICS 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE HEAT SINK FOR HEAT TRANSFER COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V (< THREE (3) EACH OLD TOWN STERNBERG POWER) ORNAMENTAL FIXTURES - (2) MODEL A850SRLED / 5T / (1) A850SRLED / 5T / PT 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR C 66 WATT LED (4ARC22) PAYING CONNECTION CHARGES FROM NATIONAL 2200K COLOR TEMPERATURE GRID, THE CITY OF SARATOGA SPRINGS TAKES SEALED LED i OPTICAL ASSEMBLY OVER THE LIGHT ONCE CONNECTED. a LED DRIVER WITH ELECTRICAL 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE -- r QUICK -DISCONNECT 3" HEAVY WALL CAST BASES AND BETWEEN BASES USE 2" SCHEDULE 40 ALUMINUM FITTER WELDED TO POLE TOP PVC NON-METALLIC CONDUIT. UNLESS UNDER (WITH PHOTOCELL IN POLE SHAFT) DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED MODEL 478PM HEAVY WALL CAST NUMBER 6 COLORED RED, WHITE, AND GREEN. ALUMINUM MOUNTING BRACKETS WITH LIGHTS ARE WIRED 120 VOLTS, PROVIDE A `n VERDE GREEN FINISH (ARM & FILIGREES SEPARATE HANDHOLE, SYNERTECH CAST IN ONE PIECE) SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE 5" DIA, FLUTED ALUMINUM POLE - ELECTRIC POLE OR BOX AT THE BEGINNING OF STERNBERG MODEL NO. 5214-FP VERDE SERVICE, PROVIDE AND INSTALL (1) 5/8 INCH 9 GREEN FINISH 0.188" WALL THICKNESS ® COPPER GROUND ROD IN HANDHOLE. WIRE AND 6061-T6 STRUCTURAL GRADE ALUMINUM CONDUIT FROM HANDHOLE TO POLE OR BOX PER POLE WELDED FOR SINGLE UNIT NATIONAL GRID'S STANDARDS, IF CONNECTING CONSTRUCTION ONLY ONE LIGHT PROVIDE WATERTIGHT DECORATIVE BASE FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P ACCESS DOOR WITH STAINLESS STEEL 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS ALLEN HEAD SCREWS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE 17" DIA. BASE WITH 0.750" FLOOR LIGHT PUT A 30 AMP FUSE IN WATERTIGHT THICKNESS 4 ANCHOR BOLTS AND 1 FUSEHOLDER IN HANDHOLE AND PROVIDE GROUND LUG SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH d" CHAMFER LAMP. RUN #12 THHN COPPER, (RED, WHITE AND .----FINISHED GRADE GREEN) FROM BASE TO TOP OF LIGHT. USE ` , _ ` _ ' ----ZINC PLATED ANCHOR BOLT POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS ASSEMBLY PER MANUFACTURER'S TO BE MOUNTED DIRECTLY INTO CONCRETE BASE RECOMMENDATION ` USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID N ELECTRIC SERVICE -SEE NOTES AND 1/8 INCH THICKNESS, AND LOCK WASHERS. ,- �,��_-----4000 PSI REINFORCED CONCRETE BASE WITH SONOTUBE FIBER FROM 24"' DIA. (8 EA, #4 VERT. v� v; BARS EVENLY SPACED W/ 3 COVER) GROUND ROD PER N.E.C. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR TRIPLE HISTORIC STREET LIGHT SCALE NTS d- SAME FINISH AS POLE -BROADWAY: 6ARC22T5-MDL03 LED: 96 WATT NOTES: i 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE OFF BROADWAY - INNER DISTRICT: COORDINATED WITH THE CITY ELECTRICIAN AND 3ARC22T5-MDL03 LED, 53 WATT DEPARTMENT OF PUBLIC WORKS. (USE 120V 2200 COLOR TEMPERATURE, TYPE 5 POWER) DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER 2, THE OWNER / DEVELOPER IS RESPONSIBLE FOR ACRYLIC ACORN LENS PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES 5T TWIST LOCK FITTER OVER THE LIGHT ONCE CONNECTED. DRIVER COMPARTMENT 3, ELECTRIC SERVICE SWEEPS AT CONCRETE ELECTRONIC PHOTOCELL BASES AND BETWEEN BASES USE 2" SCHEDULE 40 (STREET SIDE) PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS 4" DIA. TAPERED POLE, A25 REQUIRED, FOR WIRE: THHN COPPER STRANDED WALL THICKNESS, 6061-T6 NUMBER 6 COLORED RED, WHITE, AND GREEN. STRUCTURAL GRADE ALUMINUM LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH POLE WELDED FOR SINGLE UNIT SYN121212HH02, TO BE OWNED BY THE CITY FOR CONSTRUCTION THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF VERDE GREEN FINISH SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER ACCESS DOOR NATIONAL GRID'S STANDARDS, IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT 17" DIA, BASE WITH 0.750" FLOOR THICKNESS, FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS FOUR ANCHOR BOLTS AND ONE GROUND STUD. PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE, IF CONNECTING MORE THAN ONE ®a" CHAMFER LIGHT PUT A 30 AMP FUSE IN WATERTIGHT M FINISHED GRADE FUSEHOLDER IN HANDHOLE AND PROVIDE __.._.— SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA ` -- -- -ZINC PLATED ANCHOR BOLT FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH ? ��� ASSEMBLY PER MANUFACTURER'S LAMP. RUN #12 THHN COPPER, (RED, WHITE AND ���� RECOMMENDATION t� GREEN) FROM BASE TO TOP OF LIGHT. USE `�� " ' , --- 2" PVC SCHEDULE 40 POLARIS CONNECTORS FOR CONNECTIONS IN �_--�- NO DIRECT BURIAL HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS \ TO BE MOUNTED DIRECTLY INTO CONCRETE BASE .._ GROUND ROD PER N.E.C. USING FENDER WASHERS, 2 INCH OD 112 INCH ID -4000 PSI CONCRETE BASE WITH AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 3 SONOTUBE FIBER FROM 20" DIA. r —UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR HISTORIC STREET LIGHT CONCRETE BASE TO BE FLUSH IN ALL SIDEWALK AREAS PROVIDE EXPANSION JOINT. FINISHED GRADE SIDEWALK AREAS LIGHT POLE AS PER SPECIFICATIONS ANCHOR AS PER MANUFACTURER'S RECOMMENDATIONS 1" CHAMFER IN ALL LAWN OR PLANT BED AREAS FINISHED GRADE LAWN AREAS REMOVE SONOTUBE TO A MINIMUM DEOTH OF 6" BELOW PROPOSED FINISHED GRADE -,ONDUIT, BY OTHERS SEE SPECIFICATIONS ANCHOR BOLTS AS PER MANUFACTURER'S RECOMMENDATION POURED CONCRETE BASE, 300 PSI 6" COMPACTED GRAVEL BASE COMPACTED SUBGRADE GROUND ROD, AS PER MANUFACTURER'S RECOMMENDATION PRECAST CONCRETE COPPING COLOR AMENDED BACKFILL, TO MATCH PRECAST OF ARCHITECTURE AS NEEDED 1 1!2 "PVC WEEP SLOPE MASONRY VENEER TO MATCH ARCHITECTURE @ 1/4VFT -10' O.C. CONCRETE, DIMENSIONS TO cc MATCH EXISTING CONCRETE BASE #4'S @ 12" O/C , SEAT WALL Cl) �l✓/YL L.. IV 1 J SCALE:NTS NEW CONCRETE PAVEMENT EXPANSION JOINT SUBBASE COURSE, CRUSHED STONE #4's 12" O.C. B.W. 2x8 KEYWAY 4,000 PSI CONCRETE FOOTING 5 #4's CONT. COMPACTED OR UNDISTURBED SUBBASE Planning Board # 21.0243 Approval c� Approved under authority of a resolution adopted by the Planning Board of the City of Sarato gs. Chairperson L Date Signed: L / The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. PCace. 40 Long Alley p: 518-587--8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.corc Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 0 the LA Group 2017 Prepared for• 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Title: 19 Washington 19 Washington Saratoga Springs, NY 12866 � r�R CO -Zi n t c'? ARQFES51oNP� Project No.: 2020049 Design: CMi Drawn: HSM Ch'k"d: MCB Date: 3/18/2021 Scale: 1"=20' Rev: Description: Date: 1 Revised Plan 9/10/2021 2 Revised Plans 10/22/2021 Drawing Title Site Details Drawing No, 0 R y NOTES: 1. ALL FASTENERS TO BE STAINLESS STEEL 2. SEE LAYOUT PLAN FOR LOCATION & ORIENTATION OF STRUCTURE, The LA GROUP 5/8 0 X 18" J-BOLT LATCH 3. PROVIDE SHOP DRAWINGS PRIOR TO ORDERING ANY MATERIALS W/ ANCHORS Landscape Architecture & Engineering F.C. 8" DIAM. WHEEL W/SEALED People. Purpose. Place. BEARINGS ANCHORED TO END CUJ j� OF EA. GATE POST W/ 40 Long Alley p: 518--587-8100 THRU BOLTS, WASHERS, NUTS I NY 12866 wvvvathel g8o oup co �� &COTTER PIN I SaratogaSprings� I NOTES: 0 S Unauthorized alteration or addition to this -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE document is a violation of Section 7209 of the AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS New York State Education Law. DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. © the LA Group 2017 "12.25"-TREE SHALL BE PLUMB & STRAIGHT.�. • forPreaared fo " r -- `* -- •--- a STAKE AND GUY TREE -CONTRACTOR SHALL PROVIDE VO CAP IN PAVEMENT LATCH DETAIL PERSPECTIVE VIEW SIDE VIEW METHOD AND MANUFACTURER SAMPLE TO OWNERS 353 Broadway REPRESENTATIVE FOR APPROVAL. 72" EQ. EQ. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF I Acquisitions, L LC THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) I 353 Broadway �--®3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL I Saratoga Springs, NY 12866 AWAY FROM TRUNK. I GATES TO BE CONSTRUCTED OF 4"X4" TUBULAR METAL POSTS NOTES: W/ 3"x3" TUBULAR SUPPORT MEMBERS 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH SEE HINGE &LATCH DETAIL ENLARGEMENTS MANUFACTURER'S SPECIFICATIONS, 3" HT. PLANTING MIX SAUCER 5'-0„ == =— ---- ---.- -- 2. DO NOT SCALE DRAWING.--- AMENDED PLANTING MIX, COMPACTED HINGE DETAIL (SEE ENLARGEMENT) _ _ _ 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, r CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER 4"X4" TUBULAR METAL POSTS (TYP) ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN _ -��- -- BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE ' PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS BURLAP. Q DRAWING MAY NOT BE USED FOR CONSTRUCTION. "' o ` 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92 Co COUNTER SINK NUT & WASHERS @ BOTH ENDS f AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED UNDISTURBED SUBGRADE 4"X4"TUBULAR METAL POST AND APPROVED BY THE PRODUCT MANUFACTURER TOBE CONSIDERED 5. CONTRACTOR'S NOTE FOREPRODUCT AND COMPANY DECIDUOUS TREE PLANTING NOTE: PROVIDE 3 HINGES @ EA DOOR, SPACED 16' O.C. INFORMATION VISIT www.treetopproducts.com AND SEARCH +L'. LATCH DETAIL 32.50'° 32.50'° THE STOCK -KEEPING UNIT (SKU) 2ZK2046. G SPACE SHRUBS AS INDICATED SCALE NTS (SEE ENLARGEMENT) 3'"X3"" TUBULAR SUPPORT MEMBER (TYP) o ON PLANS 4"X4" GATE POST 3/4" STEEL PIPE WELDED TO ANCHOR PLATE ROOT FLARE SHALL BEAR SAME GATE DETAIL & BOLTED TO DOOR FRONT VIEW r� o RELATIONSHIP TO FINISH 5/8"00 MALE J-BOLT 6 r PARK BENCH DETAIL "�, GRADE AS IT BORE TO t�� (07) PREVIOUS EXISTING GRADE SCALE: NTS �,{,,.,. � �^-'' HINGE DETAIL a� 0 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP OVERALL WIDTH z FROM TOP 1/3 OF ROOT BALL UPPER AND LOWER CROSS SUPPORTS TO BE 3"X3" 38,98" � PLANT SHRUBS IN EXTRUDED TUBULAR STEEL 1 7/8" O.D. ..�,.... ,- 9.84" 9.84" - Z CONTINUOUS BED OF ®� SECTIONS SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE 12 l FASTENERS TO BE STAINLESS MIN. j STEEL BOLTS OF TYPE, SIZE, AND SPACING RECOMMENDED BY ;J H R U B PLANTING ij I i I FENCE MANUFACTURER w _ 5 SCALE NTS i l o i M LU �` SET CROWN FLUSH WITH I I EXTRUDED STEEL VERTICAL > 3.94" � TOP OF MULCH i LOUVERED FENCE COLOR: WHITE 3" BARK MULCH 9 Project Title. o i I POSTS TO BE 4"X4" EXTRUDED o z�---PLANT PERENNIALS IN TUBULAR ALUMINUM SECTIONS CONTINUOUS BED OF l I FRONT VIEW 5" a' I f , 19 Washington SIDE VIEW SURFACE MOUNT PLATE i I I -IMMBED SPECIFIED PLANTING SOIL WITH SOLID END CAPS 36" INTO FOOTING COMPACTED 1 UNDISTURBED I I { ! 19 Washington NOTES: '12! SUBGRADE ! I ! I I Saratoga Springs, NY 12866 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MIN. 2. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.treetopproducts.com AND SEARCH THE PERENNIAL PLANTING STOCK -KEEPING UNIT (SKU) 7ZT7041, SCALE: NTS � JOINT SEAL PER SPEC. ...... Lil RACK \( � BIKE S,. SYSTEM) TOOLED JOINT W/ 1/4" U. TOOLED JOINT 5 OCOR AS QILK�E RADIUS EDGES AS SCALE NTS SHOWN, TYP, SHOWN ON PLANS & OTHER �'` ` a DETAILS OR TO MATCH EXIST, 0 r d SCORE JOINTS, TOOLING I FOOTINGS TO BE 4000PS1 4: 0 '` •�. • a A CONCRETE -SLOPE TOP OF n ® PREMOULDED JOINT FILLER ° SHALL ALSO OCCUR AROUND I I �" FOOTING TO WASH Z ° d ® A ENTIRE PERIMETER OF CONC. 0l9133 (i TOP RING TOP RING EXPANSION JOINTS TO OCCUR 60' O.C. PAVEMENT, �,bR JOINT •�,� •. STEEL PIPE Y2" JOINT MAX & AT ALL CURBS, WALLS, & WHERE JOINT a 3 , a �FESSI�N SHOWN ON PLANS OR OTHER DETAILS'Ila 'i 1 11 ` • .• , f ` '• a, � . Project No.: 202fl049 r SCORE ,JOINT f OUTSIDE RING 23 %°' EXPANSION JOINT Design: CMI Drawn: HSM Ch'k'd: MCB 1' S", Date: 3/18/2021 Scale: 1"=20' PLATEE OUTSIDE RING 31 I ' METAL SLATS MOUNTING BOTTOM G IINCRETE EXPANSION, SCORE JOINT ENCLOSURE FENCE &GATE Rev: Description: Date: " j I j 7 SCALE: NTS 9 SCALE: NTS 1 Revised Plans 9/10/2021 I I . %15" MOUNTING HOLE I 2 Revised Plans 10/22/2021 j %6" MOUNTING HOLE no BOTTOM CHANNEL BOTTOM,�'�.. � OUTSIDE RING Drawing Title TRASH RECEPTACLE BASE PLATE o `s U v Site Details NOTES. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, Planning Board # 1 ,�23 2. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.treetopproducts.com AND SEARCH �IN a �I�r >, THE STOCK -KEEPING UNIT (SKU) 4ZT4049. �IN r Approval Z Q NOTES: 1" RIBS Approved under authority of a resolution adopt % 1✓' Drawin No. JO a 1/2"X1"X1/4" THICK GRINDING 1 SLOT WIDTH IS 1i4" MAXIMUM, MEETS ADA COMPLIANCE, 9 Moo PADS FOR LEVELING-TYP. 4 2, TREE OPENING SIZE 24 by the Planning Board of the ity of Sarato Springs. " � OR MORE PLACES. 3, STEEL ANGLE FRAME REQUIRED. FOR. INSTALLATION USE MODEL M6(iX96F a 4. OUTER FRAME DIM. IS 3/4" 1/8" GREATER THAN GRATE.. TRASH RECEPTACEL OPEN RING TOP Chairperson L- 6.2 M ;' M M C ) TREE GRATE DETAIL �,Z 8 a° � LL SCALE NTS SCALE NTS Date Signed: >, M m m W Z o m 0 a co 7 SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. AS SPECIFIED MIN. 8" MIN. rrai r-EXIST, PVMT, SUBBASE MAT"L.; REFER TO NEW PVMT, DETAIL BURIED IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) ZONE BACKFILL ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF ' PLACEMENT PIPE ZONE BEDDING 6" MIN. + CRUSHED 1 & 2 MECHANICAL PIPE O.D./2 AGGREGATE COMPACTION PIPE ZONE BACKFILL 12' MIN. CRUSHED 1 & 2 MECHANICAL COVER AGGREGATE COMPACTION FINAL TRENCH BACKFILL VARIES SELECT 203.07 MECHANICAL GRANULAR FILL COMPACTION NOTES: 1. 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. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. TYPICAL TRENCH FINISHED G z 0 I in WATER LINE SANITARY SEWER OR STORM SEWER * SEE NOTE SCALE NTS NOTE: (REFERENCE- "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE, IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. MiLISIMMIFT11111 SCALE NTS 1 PIPE LENGTH (18'-0" MIN.) --° PROPOSED FINISHED GRADE OR EXISTING GROUND LINE (2) 3/4" 0 THREADED TIE RODS, TELESCOPIC PATTERN WASHERS & NUTS AS SPECIFIED; VALVE BOX PER CITY APPLY (2) COATS OF COAL TAR OF SARATOGA SPRINGS EPDXY PAINT FOLLOWING STANDARDS ASSEMBLY (20 MILS MIN. DFT PROPOSED 10"x6" STAINLESS TOTAL), TYP. EXCAVATION BACKFILL STEEL TAPPING SLEEVE AS AND COMPACTION PER w INDICATED ON THE PLANS MECHANICAL JOINT RETAINER CITY OF SARATOGA 0 EXISTING 10" DUCTILE IRON GLAND FOR DIP PIPE, AS REQ'D. SPRINGS STANDARDS PIPE WATER MAIN Liz 6"0 DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS, AS INDICATED ON THE PLANS. 3,000 PSI MIN. CAST -IN -PLACE CONCRETE THRUST BLOCK o �� a d UNEXCAVATEDI 33 33UNDISTURBED EARTH V CRUSHED STONE PIPE BEDDING, AS 12" X 12" SOLID PRECAST MECHANICAL JOINT TAPPING VALVE & M.J. SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS, MUELLER SERIES 2361, RH OPEN 0i CONNECTION TO EXISTING WATER MAIN DETAIL SCALE NTS Ce7 \\\X SECTION A -A "^ ROOFING FEL UST BLOCK t PLAN (TYP) NOTE: M.J. RETAINER GLANDS PER SARATOGA SPRINGS STANDARDS SHALL BE INSTALLED IN ADDITION TO THRUST WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK SCHEDULE) 4,000 p.s.L UNDISTURBED SOIL BLOCKS AT ALL LOCATIONS THRUST BLOCKS ARE REQUIRED. NOTES: 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5, APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V± = LID W + I,D.) - I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY WHERE: YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT V -VOLUME IN CUBIC YARDS REQUIRED' L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET 2. CONCRETE NOT TO OVERLAP ANY JOINT. W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. ON A 300' HEAD. 7, IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1/4) BEND 45® (1/8) BEND _22-1 /7--(1 r16y- BEND 11-1 /4° (1 /32) BEND PIPE I SIZE AREA DIMENSIONS SQ. AREA DIMENSIONS SQ. AREA DIMENSIONS SQ, AREA DIMENSIONS SQ. AREA DIMENSIONS % INCHES FT, D x L FT. D x L FT. D x L FT. D x L FT, D x L 1 4 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.5 .6 .5 x 1.5 0.3 0.5 x 1.0 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 8 --F10 5.7 2.0 x 3,0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 8.8 2.5 x 3,5 12.5 3.0 x 4,5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 SCALE NTS ;VSIDE FACE OF MANHOLE NON -SHRINK GROUT AFTER FLEXIBLE NEOPRENE BOOT SEAL INSTALLATION OF HOLDING BOOT ASSEMBLY IN CORED HOLE i E ALUMINUM ALLOY KORBAND-- i STAINLESS STEEL BAND CLAMP 2" PROJECTION INTO M.H. AT PIPE SPRINGLIKE I I I FORMNEW CEMENT ----------- --- ---_------...__.--4-+_......_...... - _ -- }-----------....i....._............. INVERTFROM NEW PIPE TO I EXISTING M.H. INVERT. INVERT TOP OF BASE SLAB M PRECAST CONCRETE 3'-0"' MAX. BASE SECTION CONNECTION TO EXISTING MANHOLE DETAIL SCALE NTS END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR CONNECTIO EASEMENT LIMIT I 22-1/2' BEND VIA INSERTA-TEE CONNECTION 2S"x 4" PRESSURE TREATED 12" SEWER MAIN � BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY - 6" MINIMUM MIN. SCH. 40 PVC MIN, SDR 26 PVC SEWER SERVICE CONNECTION - PLAN 3"± FINISHED GRADE _ REVEAL r (� CC, CONNECT INSERTA-TEE TO BUILDING LU SEWER LATERAL VIA COUPLING Z INSERTA TEE -- - a SLOPE: 2% MIN. (1/4" PER FOOT) CONNECTION a-. -.... ....... ....... .- _.._ .r N o \ N SEWER SERVICE DETAIL 2"'x 4"x L PRESSURE -TREATED STAKE SET PLUMB AT END OF LATERAL PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE SCALE NTS A CIRCULAR FRAME AND COVER; HEAVY DUTY FRAME, NEENAH R-1795-J OR APPROVED EQUAL HEAVY DUTY FRAME AND GRATE; CAMPBELL NO. 2816B WITH GRATE OPTION OR APPROVED EQUAL ALLOW 2'° FOR FINAL ADJUSTMENT OF FRAME FRAME TO BE MORTARED TO TOP OF CATCH BASIN WITH NON -SHRINK GROUT. ALLOW 2" FOR FINAL ADJUSTMENT OF 6" FRAME. MIN. I.D.** f®STORM SEWER PIPE TO BE z_ f MORTARED IN PLACE WITH KNOCKOUT PANEL / NON -SHRINK GROUT EACH SIDE I C° 12" TYPE 2 CRUSHED STONE A' ON UNDISTURBED SUBGRADE 141 A -A' SECTION 3, 3 6 NOTES: 1. CONCRETE - 4000 PSI @ 28 DAYS MIN. N 2. MIN. REINFORCMENT: 6X6 - 10/10 WWM, ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD. A-615) 3. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. MANHOLE MANHOLE / CATCH BASIN us W 9106193 ' 111 a SCALE NTS Planning Board # 21.0243 Approval 12 Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga S , Chairperson Date Signed: // ? SCALE NTS 0 The LA GROUP Landscape Architecture &1 Engineering P.C. PeopCe, Purpose. Place. 40 Long /alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.corn 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., 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Title: 19 Washington 19 Washington Saratoga Springs, NY 12866 CO o ,moIV l 1 Project No.: 2020049 Design: KILT Drawn: KILT Ch'k'd: DBH Date: 3/18/2021 Scale: 1"=20' Rev: Description: Date: 1 CITY COMMENT 5/1/2021 2 Revised Plans 9/10/2021 3 Revised Plans 10/22,/2021 Drawing Title Site Details Draw;hg Nv. L 6 • 3 GREEN ROOF LAYOUT & PLANTING PLAN BRICKSLOT 100 HEEL SAFE GRATE BY ACO DRAIN, OR EQUAL TRENCH DRAIN ,---UNIT PAVERS - NOTES: w 1. A MINIMUM CONCRETE STRENGTH OF 4000 PSI IS REQUIRED. THE _ CONCRETE SHOULD BE VIBRATED p TO ELIMINATE AIR POCKETS. S CRUSHED STONE SUBBASE 6" HDPE CAST IN FORM OUTLET, ACO DRAIN K100 OR EQUAL CONCRETE 4" MIN 4" MIN SEE NOTE 1 TRENCH DRAIN SCALE NTS =oa FRAME AND GRATE (G) OR FRAME AND COVER (C) AS INDICATED ON THE PLANS PVC INLET DRAIN I KEY - LAYOUT PLAN FINISH GRADE 12" MIN. \ SELECT GRANULAR BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS Fm I � � cn CRUSHED STONE COMPACTED SUBGRADE ------------- .._.. J 9 SCALE, 1=10' SCALE NTS NOTES: 1, THE DESIGN OF ALL RADIANT HEAT COMPONETS SHALL BE VERIFIED BY MEP AND/OR PRODUCT MANUFACTURER PRIOR TO CONSTRUCTION AND PER CITY STANDARDS. 2, HYDRONIC TUBING AND JOINT INTERFACE SHALL BE IN ACCORDANCE WITH PRODUCT MANUFACTURER RECOMMENDATIONS. HEATED CONCRETE PAVERS GEOTEXTILE FABRIC ON TOP OF SLAB AND AT EXPANSION JOINTS IF NEEDED. HYDRONIC TUBING, 6" MIN. FROM EDGE OF SLAB TO AVOID DRAIN HOLES. 1 112" DIA. DRAINAGE HOLES IN SLAB. SPACE S O.C. ALONG LOWEST EDGE OF PAVER FIELD. FILL WITH PEA GRAVEL. 2" MIN. CLR FROM EDGE OF SLAB HEATED CONCRETE PAVEMENT EXPANSION JOINT WITH DOWEL. REFER TO PLANS FOR LOCATIONS. FOR CONSTRUCTION JOINTS, CONTRACTOR SHALL SUBMIT PLAN TO OWNER'S REP, FOR APPROVAL. COORDINATE INTERFACE WITH RADIANT HEATING SYSTEM DESIGN. 1/2" X 18" EPDXY COATED SMOOTH STEEL DOWEL AND COMPATIBLE WAXED SLEEVE, LOCATE 18" O.C. 1 112" - 2" INSULATION BOARD CONCRETE PAVING SUB BASE SUBGRADE COMPACTED TO 90% STANDARD PROCTOR CONCRETE PAVER AND CONCRETE PAVING INTERFACE �01• W lemamm'101*11 TECHO-BLOC BLU 80 POLISHED COMMERCIAL PERMEABLE PAVERS, BEIGE CREAM COLOR, MODULAR PATTERN INSTALLATION. FILL JOINTS WITH BEDDING STONE. CONTRACTOR TO PROVIDE COLOR SAMPLES TO OWNERS REP, FOR SELECTION. 2" BEDDING STONE, AASHTO NO. 8 4" COMPACTED STONE SUBBASE, AASHTO NO. 57 COMPACT TO MIN. 95% STANDARD PROCTOR EXISTING UNCOMPACTED SUBGRADE OR ENGINEERED FILL WITH MINIMUM PERMEABILITY RATE OF AT LEAST 10"/HR SCALE:NTS SCALE NTS —PLANTING —3.5" ENGINEERED SOIL, ZINCOBLEND E OR APPROVED EQUAL --FILTER SHEET SF —DRAINAGE LAYER, FLORADRAIN FD 25-E OR APPROVED EQUAL —PROTECTION MATT SSM 45 --ROOT BARRIER WSF 40 --BY OTHERS INSULATION WATERPROOF MEMBRANE -ROOF STRUCTURE -ROOF DRAIN Planning Board # 21.0243 Approvalr� Approved under authority of a resolution adopted / 3 by the Planning Board of the City of Saratoga Springs, Chairperson -41d / lo, C -/Vt ' V77 Date Signed: / L Z/ SCALE NTS The LA GROUP Landscape Architecture & Engineering Y.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.theiagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 0 the LA Group 2017 Prepared for- 353 Broadway Acquisitions, LLC 353 Broadway Saratoga Springs, NY 12866 Project Tit/e: 19 Washington 19 Washington Saratoga Springs, NY 12866 n is trZip � �O 8133q p9�F 3S%O�P� Project No.: 2020049 Design: CMI Drawn: HSM Ch'k'd: MCB Date: 3/18/2021 Scale: 1"=20' Rev: Description: Date: 1 Revised Plans 9/10/2021 2 Revised Plans 10115/2021 3 Revised Plans 10/22/2021 Drawing Title 0 Drawing No. 't-6.4