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HomeMy WebLinkAbout20250211 142 Henry St Site Plan Plans As-Approved142 HENRY STREET PROJECT VICINITY MAP 61 PROJECT LOCATION MAP SITE / CIVIL: kc*mml 40 Long Alley Saratoga Springs The LA GROUP NY 12866 Landscape Architecture & Engineering P.C. p 518-587-8100 f 518-587-0180 People. Purpose. Place. www.thelagroup.com APPLICANT: Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 SCALE: N.T.S. ❑T SCALE: N.T.S. SITE PLAN 142 Henry Street, Saratoga Springs, NY 12866 March 14, 2025 Revised April 22, 2025 SHEET INDEX: COVER tG-I T-w C.11ingr, Cher :, CITY OF SARATOGA SPRINGS RnbPafioif Gee C#air 1., S-1 SURVEY ch.., TIulrwti r DESIGN REVIEW BOARD Ic Iic UiCa 10 ,cnt3ri[saea€. rY Ted R.. en rr L-1.0 SITE PREPARATION &DEMOLITION PLAN City Hall 4 4Broadway lot§1 Shcx has -. Saratoga Springs New York 11866 Kar„ t Ah.,,al :..<.,, fel: 71x58";5511x ?1'. Kenniiu black, :9Lr»nme e> L-2.0 LAYOUT &MATERIALS PLAN www.Ff�t ltog•l-stwnng+,_nrg, NOTICE otDECISION L-3.0 GRADING & DRAINAGE PLAN 420240653 UTILITY PLAN FamFamlL-4.0 142 Henrp'Phree i13° Construction 142 henry St. Saratoga Springs, New York 12866 L-5.0 LANDSCAPE PLAN involving Architectural Review of a new residential construction within the Urban Residential-4 District, tax. Saratoga Springs, L-6.0 SITE DETAILS parcel 165.52-3-1, within the City of In accordance withf)�°CRR Hart 617, the Design Review Commission classifies this request as a SEAR: L-6.1 SITE DETAILS © Type 11 action - exempt from further SEAR review And, in accordance with the objectives, standards and guidelines contained in the Unified Development L-6.2 SITE DETAILS Ordinance Article 240-13.9 Architectural Review Applicability and Approval Standards, the Design Review Commission issues the following decision on October 09, 2024: 0 Approve with the following conditions I- Windows proposed on the west elevation of the upper floor of the garage to remain. 2. Spandrel panels may be as proposed or with additional trim details Note: this approval shall expire 1S months from the issuance date unless any necessary building permit has been issued and actual work begun. Record of vote: motion to approve made by L. DiCarlo, seconded by K. Cavotta: passed 6-1 In favor: T. Ehinger. R. DuBoff, J. Gritsavage, L. ➢iCarlo, K_ Cavotta Deposed: C. Bennett Absent: E.Sheehan As a result of this decision, the applicant: Q may proceed with the proposed project as approved Please contact the Building Department to verify permit requirements. f € , October 17, 2024 ChairI Received by Accounts cc: Building Department Accounts Dept. ApplicanvAgent SITE NOTICE OF DECISION DESIGN REVIEW BOARD: tr;'I a CITY OF SARATOGA SPRINGS MARK PtNGEL,cna'r JOSEPH FERRANTE, Vice Chair PLANNING BOARD KERRYMAYO BILL MCTYGUE City Hall - 474 Broadway MICHAEL KING A ,}' Saratoga Springs, New York 12866 TONY STELLATO ALEx WHITE Tel:518•S87-3550 www.saratoga-springs,org NOTICE OF DECISION In the matter of the application #i20250211 Joel and Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Involving the premises with tax parcel no. 165.52-3-1 in the City of Saratoga Springs, on an application for site plan review for a three-family dwelling with attached garage and associated site work in the Urban Residential - 4 (UR-4) District. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as Type Ii; And, in accordance with Site Plan Review approval standards in the Unified Development Ordinance, Article 13.5, the Planning Board issued the following decision on April 10, 2025 passed 6-0 in favor: Pingel, Maya, McTygue, King, Stellato, White: ® Approve site oian set dated March 14 2025 with the following conditions: 1. One street tree shall be added to the treebelt along Henry St. 2. The site trees shall have a minimum trunk caliper of 2 inches. 3. One street light shall be added along Henry St. 4. One street light shall be added along McTygue PI. 5. Add tree species and sizes for existing trees in the rear of the property to be protected and preserved. 6. Add plantings along the retaining wall to the north of the transformer. 7, Final plans shall be provided to the satisfaction of DPW. The applicant is required to: 1. Provide documentation of conformance with all required conditions of approval. 2. Provide payment of fee in lieu of dedication of usable land for use as recreational land for 3 residential units. 3. Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to Page t of 2 the City. This must occur prior to final signature by the Planning Board Chair, 4, Submit two (2) paper copies and one (1) electronic copy of the final approved site plan set for signature by the Planning Board Chair within eighteen (181 months of approval as per Article 13,5 of the Unified Development Ordinance. Note: this approval shall expire within eighteen (18) months of the signature of final plans if the applicant has not started actual construction as per Article 13.5 of the UDO. AADrii 22, 2025 Date filed with Accounts Dept. Chair SITE NOTICE OF DECISION PLANNING BOARD: SITE STATISTICS: TAX PARCEL # 165.52-3-1 PARCEL SIZE: ± 14,026 S.F. ZONING DISTRICT: URBAN RESIDENTIAL DISTRICT 3 (UR-3) USE: RESIDENTIAL AREA / BULK REQUIREMENTS REQUIRED PROPOSED MINIMUM LOT SIZE: 8,000 S.F. 14,026 S.F. MINIMUM LOT WIDTH: 80' 79.53' EXISTING MAX. BUILDING COVERAGE: 40% 26.8% MAX. % IMPERVIOUS SURFACE: 70% 46.1% MAX. BUILDING HEIGHT: 40' 29.85' SETBACKS FRONT: 10, 11.3' REAR: 25' 39.6' INTERIOR SIDE: 5' 18.0' 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 #20250211 Ayhedve er authority of a resolution adopted 10 tanning Board of the City of Saratoga Springs Chairperson Date Sig I\ UTILI• INST. Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. P:\S\Sovie 142 Henry St S24-131\S24-131 Sovie.dwg TC: 276.33 BC: 276.03 +276.13 i B : 275.93 ?)6 TQ 276.09 \ / BC:275.83 TC: 275.96 BC: 275.61 TC: 275.74 BC: 275.46 +275.78 i N I PAVEMENT CUT ---------- -� 275.49 FY EASEMENT #2020001978 GAS VALVE SAN.MH. RIM=275.07 w INV=267.6 Zo W 'j 3 Z (n J Q Z_ Q 3 0 N 005 �3 �w w i21 `' Z z a a : 3 0 c� 0 3 o_ 00 TBM CHISLED "X" ON HYDRANT BONNET NUT \ ELEV=279.86 pe \ � � I / I +283.49\ \ I \ �dop' Map Legend • 5/8" steel rod set with a tag o marker found, labeled 0 utility pole overhead wires Deed Reference: 2 96 Lola Development LLC Inst. #2023024858 ES 296.86 Map References: +287.67 \ I \ rn I / +281.45 \ \ \ \ \ \ \ \\ \ I �'_ ��� 1. Subdivision Plat 120 Henry Street„ dated March 20, 2017 +2aa.51 ' \ 297.12 last revised 10/24/18 by ABD Engineers, LLP filed in the Saratoga County Clerk's Office as Map 2019005. 2. A Condominium Map Lands n/f 128 Henry Building LLC Y ABD Engineers, LLP dated Sept. 1, 2021 revised 9/14/21 b g filed in the Saratoga County Clerk's Office as Map +27a.sa ;' ' Area= \ \ i \ \ \\ �� , 3. "As -Built Map, Lands n/f 128 Henry Building LLC" dated �II I 14,026 S.f. or \ \ \ Sept. 14, 2021 last revised 2/28/22 prepared by ABD I / ' �.322 aC. \ \ I \\ \ 296.71 Engineers, LLP. � I ' ' I \ \ \ \ +288.49 \ \ \ 4. "Subdivision of Lands of Nicholas J. Palmetto" dated August 18, 2009 revised Oct. 15, 2009 by Survey Associates filed in the Saratoga County Clerk's Office as Map M2009190. \ \ 296. +281.74 \ \TRE�S \ \ \ Survey Notes: +282.19 \ \ \ \ \ \ A T I \ 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. U z J O C� ^, O 0 CL N cl k O Q °' O W W �� O N � Q o o O O ° U U � a a p o W a ® A � a I DATE DESCRIPTION REVISIONS DATE: June 12, 2024 JOB NO.: S24-131.24 TAX MAP: 165.52-3-1 SCALE: 1 " = 10' 5 0 5 10 L_ S24-131.24 SITE PREPARATION NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE 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. PROTECTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS, 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS. AND PROPERTY FROM DAMAGE. 4, BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. TC:276 33 BC 276.03 2?s TC:275 4 BC:275 F TC:275.7 r BC:275.2 R LU � � W W �3 Z cnQ UN a eo :. SO: LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE EXISTING VEGETATION REMOVE ITEM REMOVE VEGETATION REMOVE ITEM APLE N 4APLE IN APLE kIN JCTION FENCE ;N NOTING VEGETATION ZOTECTED 290.45 Planning Board #20250211 Aooroval Approied under authority of a resolution adopted ° 5 the Plconing Board of the City of Saratoga Spring . C airperson Date Siane af, The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Project Title. 142 Henry Street Site Plan 142 Henry Street Saratoga Springs, NY 12866 Project No.. 2024035 Design: MCB Drawn: JTM Ch'k'd: MCB Date: 03/14/2025 Scale: 1"=10' Rev. Description: Date: 1 Plan Modifications 4/22/2025 Drawing Title SITE PREPARATION & DEMOLITION PLA Drawing No L-1.0 LAYOUT NOTES: 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8 CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2 DECC L-6.2 TREE CONCRETE WAL CONCRETE CURB, TYP. PAVEN The LA GROUP Landscape Architecture & Engineering P.0 People. Purpose. Place. 40 Long Alley p 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Project Title: 142 Henry Street Site Plan 142 Henry Street Saratoga Springs, NY 12866 RESIDENTIAL V' r` -� 7—" rr ,�T T; T: ", :' i �Tr�- r r` i` / \ f , j �n L 6 �"` l '\ r t` DRIVEWAY M r fi 7' ,'' - r` � r UJ` .' r r b =f DETAIL %�.�� r F r � ! M cJ f "r P rr" r. f r / � r r' rf "r r— r' t r 'C ,f - �r� � =dib a N57°37'58"W 150.00' o ' (24) GAS METERS O n nI 1 m O 13 w w CONCRETE WALK FLUSH WITH SITE RETAINING WALL, TYP. 4 BUILDING opesst z EXISTING CONCRETE n/f �. 0 The Modern Condominiums Project No.. 2024035 Design: MCB Drawn: JTM Ch'k'd: MCB Date: 03/14/2025 Scale 1"=10' Rev: Description: Date. 1 Plan Modications 4/22/2025 10 5 0 2 4 6 810 LEGEND PROPERTY LINE Scale: 1" =10' CONSTRUCTION LIMIT LINE Drawing Title ASPHALT PAVING g LAYOUT PLAN L6.0 ',•r Planning Board #20250211 EASEMENT Approval CONCRETE SIDEWALK 9 L6.0 Drawing No. r ed under authority of a resolution adopted ql1v/Z.6 Pia ning Board -©#.the City of Saratoga Springs. _ �!� irperson ` ..'4 �' Date Signe- GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 6/12/2024 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS P.C.. 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 25. 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. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 15. 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. 16 THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18. 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. 19. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 20. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 21. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). ' xy 6.03 276.7 276.3 2 6. L., �Iv 277.9 nn \1 T;:; 2;'S.92 .1`J, 4 I TO / V':` &b ... uL a '..41 276.3 W Z TBM CHISLED "X" ON / HYDRANT BONNET NUT .00 / ELEV=279.86 4000 /// r' / co UnP \ TW 295.0 \ ♦ BW 293.0 294 loop o 00 ♦ r TW 294.0 \ Ue 8 �� / BW 290.0 MS� TW 286.0 I BW,285.2too \ ♦ j � TW 295.0 BW 293.0 ♦ ♦ / ' TW 294.0 / I BW 292.0 ♦ ♦ I \ \ 296. J 288.2 \ \ W I TW 293.TW 0 BW2877.�2 i \ BW 291.0 N FIRST. FLOOR FFE TW 290.5 279.5 ,W, o \ BW 288.5 \ ' w SEC�ND 278.5 I � U_ FLOOR\ � LL 2 STEPS T PORCH FFE 290.0ZJ \\\ 3 STEPS TO PORCH 8.5 \ 2g`�• 288.4 \ 1 28m 28E 4`Y ` slU \ I \ TW 292.0 \ ` BW 290.0 \ O � I N GAFQk)� \ \ FFE \ I 289.`�O' \ \ \ 296 fy 276.4 I \ 1 I \ --� \ \ \ \ cv t GARAGE TW�27�_O TW 279.8 FFEBW TW 280.0 TW 282. 1 BW 277.0 239.0 \ \ � BW 278.0 \ \r c;� I ?R.t? t - -295 n1f The Modern Condominiums 10 5 0 2 4 6 810 LEGEND Scale: 1" =10' PROPERTY LINE 850 PROPOSED CONTOUR - - 850 EXISTING CONTOUR xxx.xx PROPOSED SPOT ELEVATION Planning Board #20250211 Approval tproved under authority of a resolution adopted 604 .5 -Oile Planning. Board of the City of Saratoga Springs. al,person Date Signed 1, / 714.� C1 The LA GROUP t Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p• 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for, - Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Project Title: 142 Henry Street Site Plan 142 Henry Street Saratoga Springs, NY 12866 Project No.: 2024035 Design: MCB Drawn: JTM Ch'k'd: MCB Date: 03/14/2025 Scale: 1"=10' Rev: Description: Date: Drawing Title GRADING PLAN Drawing No. L-3 WATER SYSTEM NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2, SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE CITY ENGINEER PRIOR TO CONSTRUCTION. 3. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 4. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 5. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 6. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 7, NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 8. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY, THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 9. THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH -ON PIPE. 10. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 11. VALVE BOXES 11.a. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. 11.b. COVER SHALL BE STAY -PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 12. VALVES 12.a. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). 12.b. R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON -RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC COATED STEEL. 12.c. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. 12.d. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS 1.10/AS 1.11. 12.e. VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. 12.f. EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS, 12.g. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 13. ALL WATER MAIN VALVES SHALL OPEN RIGHT (CLOCKWISE), 14. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 15. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. SUBMIT COPIES OF APPROVED SHOP DRAWINGS TO SARATOGA COUNTY SEWER DISTRICT #1. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE CITY OF SARATOGA PRIOR TO INSTALLATIONS. 5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 6. LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE ASSOCIATION, UNI-B-6-98. SMH-1 RIM:276.02 INV OUT: 268.95 8" SDR-26 PVC SANITARY LINE @1.56% 8"X4" TAPPING SLEEVE-+ AND VALVE N Z CONNECT INTO SANITARY MAIN, INV (MAIN)=268.37 INV (LATERAL)=271.80 EX SMH RIM: 275.07 INV IN: 267.70 INV OUT (EX): 267.60 11 PAVEMENT CUT D Z / / / / / p lace - 21P, \ THIGH /s I REMOVE EXISTING SANITARY STUB FOR CONNECTION TO EXISTING MANHOLE INV:267.70 TygLJ LEGEND PROPERTY LINE w EXISTING WATER LINE EXISTING GAS LINE -UE EXISTING UNDERGROUND ELECTRIC LINE SAN PROPOSED SANITARY SEWER LINE Planning Board #20250211 SA EXISTING SANITARY SEWER LINE uD UNDER DRAIN LINE A ve a uthoritx of a resolution adopted bfr PI oar d of the City of Saratoga Spring . airy rs n Date Signed / The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Project Title: 142 Henry Street Site Plan 142 Henry Street Saratoga Springs, NY 12866 �lip,�F NEh� Y w � 0 �r �O 09133g � A9�FE551�� Project No.. 2024035 Design: MCB Drawn: CPA Ch'k'd: MCB Date: 03/14/2025 Scale: 1"=10' Rev: Description Date: Drawing Title UTILITY PLAN Drawing No L 4.0 PLANTING NOTES: 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED. AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2, PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3°) OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY. 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18, UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19, FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE, STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 24. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 50% 25% 85% 85% 95% 90% D Z D Z D Z D Z 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: PERENNIAL RYE 25% 90% 90% SIEVE % PASSING BY WEIGHT MIN. MAX. #10 100 #20 78 95 #40 67 87 #60 48 78 #100 40 75 #200 28 63 #270 22 55 .002 2 7 CHEMICAL ANALYSIS PH RANGE ORGANIC MATTER MAGNESIUM PHOSPHORUS POTASSIUM SOLUBLE SALTS 5.2-7.0 4%-6% 35LB. PER AC 75LB/AC 85LB/AC NOT TO EXCEED 500 PPM PLANT LIST SYM. QTY BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES BN 3 Betula nigra 'Heritage' Heritage River Birch 10'-12' ht. B&B, MULTI -STEM TA 2 Tilia americana'Fastigiata' Pyramidal American Linden 2"-2 1/2"cal. B&B MS 4 Malus'Harvest Gold" Harvest Gold Crabapple 8'-10' ht. B&B EVERGREEN TREES PG 3 Picea Glauca White spruce 8'-10' ht. B&B SHRUBS Cs 3 Cornus Sericea Red Osier Dogwood 30"-36" ht. Ha 5 Hydrangea arborescens Smooth Hydrangea 24"-30" ht. Hs 27 Helictotrichon sempervirens Blue Oat Grass 12"-18" ht. Mg 20 Miscanthus gracilimus Silver grass 18"-24" ht. Vt 7 Viburnum trilobum American Cranberrybush 30"-36" ht. LEGEND • 0 19 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.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 10 5 0 2 4 6 810 Scale: 1" =10' PROPERTY LINE PROPOSED SHRUB 12 L-6.0 PROPOSED TREE 10 L-6.0 Planning Board #20250211 _.._>�RRJr4Y91. • ,:: proved Under authority of a resolution adopted Denning aourd of the City of Saratoga Springs aChalrperson Date Signa 1 Prepared for. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Project Title.- 142 Henry Street Site Plan 142 Henry Street Saratoga Springs, NY 12866 11p, pE�' Y r- i 1334 RAF€S51�NP Project No.: 2024035 Design: MCB Drawn: )TM Ch'k'd: MCB Date: 03/14/2025 Scale: 1"=10' Rev: Description: Date: 1 Plan Modification 4/22/2025 Drawing Title LANDSCAPE PLAN Drawing No. L-5.0 CONSTRUCTION SPECIFICATIONS EDGE OF EXISTING ROADWAY 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3. THICKNESS- NOT LESS THAN SIX (6) INCHES._• 4. WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD ,_ CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ' ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM 4 WITH 5:1 SLOPES WILL BE PERMITTED. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 50'-0" 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATER AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN OVER GEOTEXTILE (MIRAFI 600X) APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 1 STABILIZED CONSTRUCTION ENTRANCE Scale: NTS CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. SILT FENCE 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 211. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. TEMPORARY STOCKPILE Scale: NTS CONCRETE WASHOUT SIGN CTADI CC M nCn MAI C% WOOD OR METAL STAKES (2 PER BALE) 10 MIL PLASTIC LINING STRAWBALES STAKED INTO GROUND NOTE: 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT, CONCRETE WASHOUT Scale: NTS 0 0 N � N O 2 7�a Q N �a� '6 E m E D m d fnLL 8' MIN. o c a o a s o o 0 0 0 0 0 0 0 a s a o U) p Q n w w n0:� -=) a 00 w n m� U) EXPANSION JOINT SCORE JOINT CONCRETE JOINTS Scale: NTS PROVIDE CLEAN SQUARE 1/2" RADIUS CORNER WHERE BITUMINOUS WALK ABUTS CURB 6" FINISH GRADE FINISH GRADE, BITUMINOUS 7 OR L WN, SEE PLANS N 9 4,000 PSI CAST -IN -PLACE CONCRETE A 3 CURB <fl GRANULAR `z !; SUBBASE 6" 6" 6" FLUSH CURB IN PAVING 6" FLUSH CONCRETE CURB Scale: NTS EXPANSION JOINT CONCRETE SIDEWALK, SEE DETAIL a u CONCRETE CURB AT SIDEWALK Scale: NTS -TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407-0102 DILUTED BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A.. 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR GEOTEXTILE FABRIC, MIIRAFI 50OX SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR ASPHALT PAVEMENT Scale: NTS TOOLED JOINT 5O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. PAVEMENT CAST -IN -PLACE CONCRETE CURB, SEE CONCRETE SPECIFICATION GRANULAR SUBBASE PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE STANDARD 2-1/2" 4" 12" DUTY ` PAVEMENT DEPTHS BASED ON GEOTECHNICAL RECOMMENDATIONS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE 3" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. 3" GRANULAR SUBBASE COURSE GEOTEXTILE FABRIC SIDEWALK NOTES EXPANSION JOINT SPACING - 20'-25' O.C. DUMPSTER PAD CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONCRETE PAVING Scale: NTS 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 GEOTEXTILE FABRIC NOTES: -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT. STAKE AND GUY TREE -CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE)- PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% �— UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING Scale: NTS IVI IIV. PERENNIAL PLANTING Scale: NTS SHRUB PLANTING Scale: NTS IVIIIV . PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED UNDISTURBED SUBGRADE ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS BE[ OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE SPACE SHRUBS AS INDICATED ON PLANS Planning Board #20250211 Approval Approved ;fir authority of a resolution adopted 1� 5 "`by the Punning Board of the City of Saratoga Springs hair erson Date Signe 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. (C the LA Group 2017 Prepared for. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Project Title: 142 Henry Street Site Plan 142 Henry Street Saratoga Springs, NY 12866 'L� NE8. }' r LL n + C'! F� ... o9133$ AR�FISS% Project No.: 2024035 Design: MCB Drawn: JTM Ch'k'd: DBH Date: 03/14/2025 Scale: NTS Rev: Description: Date: Drawing Title SITE DETAILS Drawing No. L-6.0 RESTRAINT Q., 1 2/2 - 2" THICK ABERDEEN AZZURO SLABS =CHO-BLOC, SAWN TOP AND SIDES. AND SETTING BED ANULAR SUBBASE COURSE NYS SECT 304 TYPE 4 COMPACTED TO STANDARD PROCTOR. RADE COMPACTED TO 90% DARD PROCTOR CONCRETE PAVER DETAIL Scale: NTS IBM - PROPOSED PAVING I EXISTING PAVING TO REMAIN PAVEMENT KEY Scale: NTS CONCRETE SIDEWALK — TYPE 1 OR TYPE 2 AS APPROVED BY CITY EXPANSION JOINT ENGINEER (FULL DEPTH OF PVMT) TURF ASPHALT DRIVEWAY 1-1/2" REVEAL EXPANSION ASPHALT APRO SEC; O �0 OF FRS JOINT : p�N D­ RADrUS _"' STREET \ '--TAPER CURB 6" CONCRETE CURB DROP CURB AT RESIDENTIAL DRIVEWAY Scale: NTS SEGMENTAL BLOCK RETAINING WALL. WALL DESIGN BY OTHERS 0.4 54 *TIFF; / N�: Scale: NTS INSIDE FACE OF MANHOLE — MORTAR AFTER INSTALLATION HOLDING BOOT ALUMINUM ALLOY KORBAND — 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING GRAVEL M.H. INVERT. INVERT _�— TOP OF BASE SLAB r, PRECAST CONCRETE BASE SECTION CONNECTION TO SANITARY MANHOLE Scale: NTS SEE PLANS FOR rREATMENT NDSCAPE MARAFI 160N FILTER FABRIC. FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP T-0" MAX. Z ASPHALT WARP AREA (BOTH SIDES) cnn � nTrnni CONTROL 45°-60° I OTHERWISE DI 4" MINIMUM t ENCASEMENT(I STRENGTH Of 4" MINIMUM CONCRETE ENCASEMENT (MIN. CONC. STRENGTH OF 2,500 PSI) T6"ATERAL I O 5" SADDLE WITH w STAINLESS STEEL STRAPS/CLAMPS EXISTING SANITARY EXISTING SEWER PIPE SANITARY SEWER PIPE, CONTRACTOR TO CONFIRM SIZE UNDISTURBED SOIL PLAN ELEVATION CONNECTION TO SANITARY MAIN Scale: NTS Z 0 FINISHED GRADE Z FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER OR STORM SEWER * SEE NOTE 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 MAINTAINED, 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 WATERTIGHT PRIOR TO BACKFILLING. UTILITY CROSSING Scale: NTS 1 PIPE LENGTH (18'-0" MIN.) PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN (2) 3/4" O THREADED TIE RODS, WASHERS & EXCAVATION VALVE BOX PER CITY NUTS AS SPECIFIED; APPLY (2) COATS OF BACKFILL AND OF SARATOGA SPRINGS COAL TAR EPDXY PAINT FOLLOWING COMPACTION PER STANDARDS ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. CITY OF SARATOGA SPRINGS STANDARDS w > PROPOSED 8"x4" TAPPING SLEEVE AS INDICATED ON THE PLANS MECHANICAL JOINT RETAINER GLAND FOR Z DIP PIPE, AS REQ'D. EXISTING 8" DUCTILE IRON PIPE WATER MAIN � 6" 0 DIP, CL 52, WATER PER CITY OF SARATOGA SPRINGS 3,000 PSI MIN. CAST -IN -PLACE STANDARDS. AS INDICATED CONCRETE THRUST BLOCK ON THE PLANS. UNEXCAVATED/ UNDISTURBED EARTH O O ° 'a ° a W CRUSHED STONE PIPE BEDDING, AS SPECIFIED MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6' MIN. THICK) 1 WATER SERVICE CONECTION Scale: NTS Planning Board #20250211 ve under authority of a resolution adopted //C, 5 by 'f e~ nning Board of the City of Saratoga Springs hnirperson i I Date Signed 8" SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS MIN SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. KEY PRIOR TO P ACEMENT OF NEW PVMT. JT. LAWN RESTORATION PVMT. RESTORATION EXIST. PVMT. TOPSOIL &SEED AS SPECIFIED NEW. PVMT., SEE DETAIL 1 LU � 1 SUBBASE MAT'L.; REFER Q w 1� TO NEW PVMT. DETAIL U) p w 0-1 w w o o BURIED METALLIC IDENTIFICATION a LU U U WARNING TAPE to Q Z o o FINAL TRENCH BACKFILL co w Q `r' (SEE NOTE) E > q PIPE ZONE BACKFILL 0 Q NOT 00 PIPE ZONE BEDDING MAT'L 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN z_ DETERMINED SUITABLE BY THE ENGINEER OF PIPE O.D. + 24" RECORD, OTHERWISE IT SHALL BE NYSDOT TYPE `o MIN. 1 (ITEM NO. 304.02). MIN, MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. ITEM DEPTH MATERIAL NYSDOT TYPE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. ANGULAR CRUSHED STONE 1&2 MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN, COVER CLEAN SAND OR GRAVEL 1A OR 1 MECHANICAL COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL COMPACTION 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2, ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. PIPE TRENCH DETAIL Scale: NTS CRUSHED STONE (NYSDOT #1) SANITARY CLEANOUT Scale: NTS LETTERING ON COVER: SAN. SEWER 10" FINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER SYRACUSE CASTINGS NO.4155 CAST IRON FRAME & COVER (USE IN PAVED AREAS) .: $ LONG SWEEP BEND M r Y Z \ 4" SDR 26 PVC FLOW HEAVY DUTY FRAME AND CEMENT MORTAR ALL VER AROUND FRAME 8" MAX Ul — _ PRECAST CONCRETE OPENING MANHOLE SECTIONS AS REQUIRED MANUFACTURED IN ACCORDANCE WITH ASTM C478-85a SHIPLAP JOINT MADE WATER TIGHT WITH 2 ROWS OF BUTYL ROPE BETWEEN MANHOLE SECTIONS. APPLY BITUMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY MANHOLE STEPS; COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM 48" IN. 0 A615 GRADE 60 STEEL 6" MIN. REINFORCEMENT FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED OR FORMED PORTAL, TYP REFER TO PLANS FOR I PIPE SIZE, TYPE, AND SLOPE 6" BUILDING LATERAL FINISHED GRADE `—PRECAST CONCRETE GRADE EXTENSION AS REQUIRED: CEMENT MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR ECCENTRIC CONE SECTION OR FLAT TRAFFIC TOP PLUG ALL LIFTING HOLES WITH CEMENT MORTAR ASPHALT BITUMASTIC SEALER (ENTIRE EXTERIOR SURFACE) 6" MIN. NOTE 1. ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES 2. BACKFILL MANHOLE EXCAVATION IN ACCORDANCE WITH THE SPECIFICATIONS, INTEGRAL WALL e AND BASE FLOW IN — — —Q at SECTION —� FLOW OUT 12" MIN. 8,r,r " BEDDING The LA GROUP Landscape Architecture & Engineering P.C. Peop%. Aurpose. Piace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for. Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Project Title 142 Henry Street Site Plan 142 Henry Street Saratoga Springs, NY 12866 Project No.: 2024035 Design: MCB Drawn 1TM Ch'k'd. DBH Date: 03/14/2025 Scale: NTS Rev: Description: Date: Drawing Title SITE DETAILS Drawing No. L-6.1 Scale: NTS 280 EX SMH-1 RIM:275.35 INV IN:267.70 8" PVC INV OUT:267.60 8" PVC 80' of 8" PVC @ 1.56% 270 SANITARY MAIN 265 L6 N 0+00 SANITARY EXTENSION PROFILE Scale: NTS NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 17" DIA. BASE, 12"DIA BOLT CIRCLE, DIAMOND PATTERN, FOUR"' x 18" ANCHOR BOLTS LU SMH-1 RIM:276.02 INV OUT:268.95 8" PVC "INUM FINIAL AND ROOF H AS POLE DL03 LED: 64 WATT 2200 COLOR tE, TYPE 5 DISTRIBUTION, 120-277 ,BLE DRIVER ;ORN LENS )CK FITTER APARTMENT C PHOTOCELL )E) 'APERED POLE, .125 WALL , 6063-T6 STRUCTURAL MINUM _D FOR SINGLE UNIT ION OR UMBER: ED-5T-4AR22T5- C/4214T4/BK E WITH 0.750" FLOOR THICKNESS, OR BOLTS AND ONE GROUND STUD. FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION ?" PVC SCHEDULE 40 JO DIRECT BURIAL 3ROUND ROD PER N.E.C. .000 PSI CONCRETE BASE WITH ;ONOTUBE FIBER FROM 20" DIA. )NDISTURBED SUBGRADE OR ;OMPACTED TO 90% STANDARD 'ROCTOR 280 270 265 1+00 Planning Board #20250211 ADDfoyal Appr6ved .under authority of a resolution adopted 10 5 by tfie Pfanning Board of the City of Saratoga Spring . Chairperson Date Signed C1 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. n the LA Group 2017 Prepared for Joel & Sara Sovie 142 Henry Street Saratoga Springs, NY 12866 Project Title: 142 Henry Street Site Plan 142 Henry Street Saratoga Springs, NY 12866 Project No.. 2024035 Design: MCB Drawn: 1TM Ch'k'd: DBH Date: 03/14/2025 Scale: NTS Rev: Description Date: 1 I Plan Modification 4/22/2025 Drawing Title SITE DETAILS Drawing No. L-6.2 �2W mE N Z 0 LD a U u DECORATIVE STREET LIGHT Scale: NTS