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HomeMy WebLinkAbout20240551 453-457 Broadway Site Plan Plans As-ApprovedPROJECT LOCATION MAP CITY OF SARATOGA SPRINGS CHUCK MARSHALL, Chair MARK PINGEL. 'Vice Chair PLANNING BOARD KERRYMAYO BILL MCTYGUE PATTY MORRISON City Hall - 474 Broadway MICHAEL KING a Sarato Springs, New York 12866 g TONY STELLATO - Tel:518-587-3550 fax:518-580-9480 'orz�,tu`A w .saratogasprngsorg NOTICE OF DECISION In the matter of the application #20240551 Angelo Ingrassia dba Jay's Acquisitions, LLC 453-457 Broadway Saratoga Springs, NY 12866 Involving the premises with tax parcel no. 165.59-1-30 in the City of Saratoga Springs, on an application for site plan review for additions to existing mixed -use buildings to include 15 new residential units and associated site work in the Urban Core (T-6) District. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as Unlisted and issued a Negative SEQRA Declaration on December 12, 2024 passed 7-0 in favor: Marshall, Pingel, Mayo, McTygue, Morrison, King, Stellato; 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 December 12, 2024 passed 7-0 in favor: Marshall, Pingel, Mayo, McTygue, Morrison, King, Stellato: © Approve site pan set dated October 31, 2024 with the following conditions: I . Applicant shall install 8 covered bike parking spaces in the revised location in the covered parking area as presented at the 12/ 12 mtg. 2. Deliveries to the property shall occur from the alley and such note shall be added to the final plan set. 3. Applicant shall install street trees at a minimum 6" caliper and per satisfaction of the City Arborist. 4. DPW shall approve the public civic space improvements along the Broadway frontage. 5. Final plans shall be provided to the satisfaction of DPW, 6. The applicant shall seek and obtain approval of a lot line adjustment that will consolidate the two existing lots prior to issuance of a building permit. Page i of 2 NOTICE OF DECISION C SCALE: N.T.S. The applicant is required to: i . Provide documentation of conformance with all required conditions of approval. 2. Deliver a letter of credit or cash, escrow in the amount approvedby the City Engineer to the City. This must occur prior to final signature by the Planning Board Chair. 3. 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 eihteen (18) 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. December 19, 2024' Date filed with Accounts Dept. Chair 453-457 Broadway Expansion Site Plan Application January 6, 2025 SHEET INDEX: COVER S-1 SURVEY L-1.0 SITE PREP, DEMO & ESC PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 UTILITIES PLAN L-5.0 SITE DETAILS SITE STATISTICS: TAX PARCEL # 165.59-01-29, 165.59-01-30 PARCEL SIZE: ± 8,596 S.F. / 0.197 AC ZONING DISTRICT: URBAN CORE (UC) USE: MIXED 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. SITE / CIVIL: APPLICANT: 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley Saratoga Springs NY 12866 p 518-587-8100 f 518-587-0180 www.thelagroup.com jay's Acquisitions, LLC 550 Latona Rd Bldg E Suite 501 Rochecster, NY 14626 'cq NE�Y ,tp xs 8, CZ1 n 1, n W NOA 0-133'� ROFESSIa��� Planning Board #20240551 Date Sig y.,-of a resolution adopted ! a o7he City of Saratoga Springs. .Chairperson mO % BUILDING CORNER APPROXIMATELY ON / PROPERTY LINE / / O / N O / 14 UDIGAY 149 N M TG 315.50 / °2.2--� N M \ PAVEMENT \ c� N/F - 1 ADIRONDACK TRUST COMPANY T.A. #165.59-01-93 I CHURCH STREET REAR NO DEED LISTED XX\, \ Y c� fl/ 315 �0 ; J / / Od C / 11 90 /� T / IN O (1� fo /A�' 411 of ti 10 PAVEMENT f h M � M / E K BUILDING CORNER APPROXIMATELY ON PROPERTY LINE 12"RCp I I I I I I I o's I I I I 1 3763'' I \ 1 i \ i PAVEMENT 5.2'x2.5' VAULT CINDER BLO PAD WITH C UNIT 1 N/F / / COMPTON MAHER LLC / j T.A. #165.59-01-29 ^� 457 BROADWAY ' INSTRUMENT NO. 2016006137 a' AREA = 4,099 SQ. FT. TO R.O.W. LINE PAVEMENT • � j ^60 EXISTING UTILITIES (LOCATION, SIZES AND INVERTS) SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER, THE PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK. % 3^6 _3'32„� i _. I .. ....JrQ 0 0' e. TI J<9 OERR T/ON OF LEC SINE S9 /6+ 7TREE N/F ADIRONDACK TRUST COMPANYT.A.#165.59-01-80 z 461 BROADWAYLIBER HEDGE 1386 PAGE 198 TWO STORY BUILDING / " O =321.26, a. / r 1.15'x1.15' VENT -CONCf2ETE Q, fE�K STEP � I ✓STEPS as 4.8, " • I I <. 43, 2ND STORY / COVERED DECK V (3RD STORY) I I I I � I I I I I I I I N N/F JAY'S ACQUISITION I T.A. #165.59-01-30 I 453 BROADWAY 1 INSTRUMENT NO. 2017010185 \� -..— ONE STORY BUILDING R1j5 BUILDING CORNER APPROXIMATELY ON PROPERTY LINE GRAPHIC SCALE 10 0 5 10 20 (IN FEET) I inch = 10 ft. N/F VITO SAOVE & LYNN D. SOAVE T.A. #165,59-01-31 449 BROADWAY LIBER 982 PAGE 771 TWO STORY BUILDING 40 737, THREE STORY BUILDING 61.0 THREE STORY BUILDING BRICK CHIMNEY� SIDED CHIMNEY 7s 7 x 3p8 �2 MAIN pLOOR ELEVAT1p N 308.52 @ RAMP/MAIN FLOOR ELEVATI( 307 79 @ 80.2' 306.84 ELEVATION @ DOOR x 1 10/21/2024 ADDED REPUTED EXISTING SERVICES IN FRONT OF BUILDING NO. DATE REVISION lim COPYRIGHT© 2023 OF NEI.y M.M. COSTICH ENGINEERING, D.P.C. A V' � u► lw y0,Q DRAWN BY � <_ T. K.E.L. IT IS A VIOLATION OF LAW FOR ANY BOUNDARY PERSON. UNLESS ACTING UNDER THE Q DIRECTION OF A LICENSED PROFESSIONAL J.S.F. ENGINEER. LAND SURVEYOR. ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY * d TOPO/BASE ITEM ON THIS DOCUMENT IN ANY WAY G.L.R. ANY LICENSEE WHO ALTERS THIS O DOCUMENT IS REQUIRED BYLAW TO AFFIX 0 �S A�, DATE LINE LEGEND N PARCELBOUNDARY — — EXISTING RIGHT-OF-WAY LINE — — EXISTING ADJACENT PROPERTY LINE — CENTER LINE --- EXISTING EASEMENT LINE. IY EXISTING BUILDING EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT EXISTING EDGE OF GRAVEL EXISTING CONCRETE PAD/ CONCRETE SIDEWALK EXISTING UTILITY POLE, GUY ANCHOR & UTILITY POLE WITH LIGHT WV W EXISTING WATER MAIN, VALVE, & HYDRANT EXISTING SANITARY SEWER, & MANHOLE EXISTING DRAINAGE SEWER, FIELD INLET, / INLET MANHOLE, MANHOLE, & END SECTION OH EXISTING OVERHEAD UTILITIES 0 T EXISTING TELEPHONE SERVICE UG EXISTING UNDERGROUND UTILITIES G EXISTING GAS SERVICE E EXISTING ELECTRIC SERVICE EXISTING GUARD RAIL 0 �J l� TREES, HEDGE, EDGE OF WOODS EXISTING SWALE 0 EXISTING CHAIN LINK & STOCKADE FENCE ui /-----100--------- EXISTING CONTOUR x 100.4 EXISTING SPOT ELEVATION @ x 3083gMA/NFCO / O ~ PLANTER / REPORT OF SURVEY Lu LONG ALLEY (20' WIDE PER CITY DATA) SET PER MONUMENTATION LOCATED co WITHIN BLOCK PER REFERENCE NO. 1 V ' BLOCK DEFINED BY BROADWAY, LONG ALLEY, CHURCH STREET AND �U DIVISION STREET IS 150' IN DEPTH PER PROJECT PARCEL DEED AND / S RIM=305.50 VARIOUS OTHER DEEDS OF PARCELS LOCATED WITHIN THIS BLOCK. y MANHOLE HAS // nh + 2 HOUR REMAINING DEEDS WITHIN THIS BLOCK HAVE DEFINED BLOCK DEPTH PARTING VERTICAL DRO HORIZONTAL BETWEEN 151 AND 152 FEET. INVERTS/PIPES / u3� v ACCESSIBLE CITY OF SARATOGA ENGINEERING OFFICE HAS NOT PROVIDED ANY DATA _ THAT ACCOUNTS FOR DISCREPANCY OF BLOCK DEPTH. /.. O, 1.410'x3A5' I6 h DSNY UTILITY NOTES STEEL GRATE; T / WZ 308 95 @ TIRESHOLD ' SARATOGA COUNTY WATER DISTRICT 1 -CLEAR Co. a6 V • VERIZON EAST - CANNOT CONFIRM UNDERGROUND, MAPPING NOT PROVIDED, STAKEOUT RECOMMENDED PLANTER MUSEUM & 0CITY OF SARATOGA SPRINGS WATER AND SEWER - MAPPING PROVIDED LIBRARY • TIME WARNER CABLE - WAITNG FOR RESPONSE TO 7/25/2018 E-MAIL c+�j +� ,� SIGN CITY SARATOGA SPRINGS DEPARTMENT OF PUBLIC SAFETY - CLEAR 31 ^ / - °� REPUTED LOCATION OF • LEVEL 3 COMMUNICATIONS - PER PROVIDED MAPPING NO UNDERGROUND 0g3MAlNFLOORECEVgT/O N PROJECT PARCEL 0 70, / G f ygh GAS SERVICE • �TY OF SARATOGA SPRINGS STREET LIGHTING - MARKED Nk o`a s " • NATIONAL GRID/EAST/GAS - MAPPING PROVIDED NATIONAL GRID/EAST/ELECTRIC - MAPPING PROVIDED ~ p W TRASH REPTACLE ` °O 9 FIRSTLIGHT FIBER - NO RESPONSE REPUTED LOCATION OF x 307.75 O\�" WATER SERVICE (2) O °1NG KNEEVCL + ww EASEMENT NOTES OGS 1. PREMISES MAY BE SUBJECT TO A BURIED CABLE EASEMENT TO NEW YORK / TELEPHONE FROM LONG ALLEY TO THE REAR OF PROPERTIES AT 453-457 of c� I'I' Q BROADWAY PER LIBER 990 OF DEEDS PAGE 1119, NO EASEMENT WIDTH / > SPECIFIED, CONCRET 2.8 � � 0^ RAMP / l � kI 2 PREMISES SUBJECT TO A BURIED CABLE AND CONDUIT EASEMENT TO 'N / x 3t.49� / NEW YORK TELEPHONE LOCATED AT THE REAR OF SAID PROPERTY NO THRESHOLD �s/ +�pEASEMENT WIDTH SPECIFIED PER LIBER 1035 OF DEEDS PAGE 298. ,0 / PLANTER - - - W/TREE REPUTED LOCATION OF 2 HOUR SANITARY LATERAL REFERENCES � x 306. PARKING-70' REPUTED LOCATION OF o / P WATER SERVICE / 1. MAP ENTITLED "TOPOGRAPHIC SURVEY WOODLAWN AVENUE PARKING a�l�D` LOTS" PREPARED BY TOMMELL ASSOCIATES, HAVING MAP NO. � REPUTED LOCATION OF 20110245 DATED 12/1/2011 PROVIDED BY CITY OF SARATOGA SPRINGS // t° v \ SANITARY LATERAL ` ENGINEERING OFFICE 36679 2. MAP ENTITLED "PROPOSED SUBDIVISION OF LANDS OF MMM REALTY 7 SITUATE AT 425 BROADWAY" PREPARED BY THOMPSON-FLEMING AND FILED WITH THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. M-648 __j V s�3. DEEDS AS SHOWN / \ O 4, MAP ENTITLED " 453 BROADWAY SARATOGA SPRINGS NY BOUNDARY - saa f� TOPOGRAPHIC MAP" PREPARED BY COSTICH ENGINEERING D.P.C. PLANTER DATED JULY 25, 2018 HAVING DWG # 6754 V1100. I> W/TREE / N 5. ABSTRACT "STEWART TITLE INSURANCE COMPANY" ABSTRACT NO, O 81101422, DATED MAY 29, 2020 f: SURVEY NOTES / 1. HORIZONTAL DATUM IS REFERENCED TO NEW YORK STATE PLANE COORDINATE SYSTEM OF 1983, EAST ZONE, NAD 83 (2011) PER GPS OBSERVATIONS ON 7/17/2018 UTILIZING NEW YORK STATE DEPARTMENT ' G OF TRANSPORTATION CORS RTK STATION NO. 23. 2 H06R PARKING 2. VERTICAL DATUM IS NGVD29 PER REFERENCE NO. 1 c / 3. PROPERTY CORNERS NOT SET PER THIS SURVEY ® > 4. UNDERGROUND UTILITY LINES WERE LOCATED IN THE FIELD BY COSTICH ENGINEERING, D.P.C. ON 7/26/2021 PROJECT ENGINEER TITLE OF PROJECT 457 BROADWAY • CIVIL ENGINEERING SARATOGA SPRINGS, NY TITLE OF DRAWING • LAND EXISTING FEATURES PLAN SURVEYING • LANDSCAPE LOCATION OF PROJECT TAX PARCEL NO. 165.59-01-29 ARCHITECTURE CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA, STATE OF NEW YORK HIS/HER SEAL AND THE NOTATION C� 13 !v 02/08/2023 "ALTERED BY", FOLLOWED BY HIS/HER �' NO. �5 CLIENT DWG. # %%%6 S ,\ Q• COSTICH217 LAKE AVENUE JAYS ACQUISITIONS LLC D.J.L M.P.M. SIGNATURE AND SPECIFIC DESCRIPTION OF �O cjv SCALE ROCHESTER, NY 14608 VA 00 THEALTERATION. TO THE DOCUMENT. LAND n— , ENGINEERING (585) 458-3020 550 LATONA ROAD, W YO E, SUITE SOl ev CHKD APVLS — I O ROCHESTER, NEW YORK 14626 SHEET I OF I 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. LEGEND PROPERTY LINE U) 0 z D 0 m w w o' 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. c0 the LA Group 2017 Prepared for. Jay's Acquisitions LLC 550 Latona Rd RAM-N Bldg E Suite 501 MNOR Rochester, NY 14626 \0 Pc z ¢ Z u_ O O U O. J 0 W w W 10 5 0 2 4 6 810 Scale: 1" = 10' Project Title: 453-457 Broadway Expansion 453-457 Broadway Saratoga Springs, NY 12866 of N15 v s e. y�0 CO J� << y n cn LU BOA 09133g R�FESSION�� Project No.: 2024087 Design: MCB Drawn: MCB ChVd: DRC Date: 10/31/2024 Scale: 1"=10' Rev: Description: Date: 1 CHANGES PER COMMENTS I 1/6/202S CONSTRUCTION LIMIT LINE 0 EXISTING VEGETATION REMOVE CONCRETE PAVEMENT Drawing Title REMOVE ASPHALT PAVEMENT SITE PREP & DEMO PLAN REMOVE ITEM Planning Board # 20240551 Approval Approved under authority of a resolution adopted '4 Z Z by the Planning of the o aratoga Springs. IAN Chairperson Date Signed: Drawing No. "'N 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. 10, ALL DELIVERES TO THE COMMERCIAL TENANTS WILL OCCUR VIA LONG ALLEY AS IT EXISTS TODAY. DURING CONSTRUCTION DELIVERIES MAY CHANGE TO BROADWAY TEMPORARILY. LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE EXISTING VEGETATION PAVEMENT STRIPING AT THE DUMPSTER ENTRANCE LOCATION PROPOSED BUILDING EXPANSION ABOVE 453 BROADWAY AND BOTH PARCELS - 3 ADDITIONAL FLOORS ABOVE EXISTING COMMERCIAL USE PAVEMENT STRIPING ALONG - THE ALLEY LOADING AND DELIVERIES WILL CONTINUE TO BE LIMITED TO LONG ALLEY FOR BOTH COMMERCIAL RENTALS. -7 J Q 0 Q 0 ry m 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board # 20240551 Approval Approved under authority of a resolution adopted L by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 45 f The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. c 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: Jay's Acquisitions LLC 550 Latona Rd Bldg E Suite 501 Rochester, NY 14626 Project Title: 453-457 Broadway Expansion 453-457 Broadway Saratoga Springs, NY 12866 Project No.: 2024087 Design: MCB Drawn: MCB Ch'k'd: DRC Date: 10/31/2024 Scale: 1"=10' Rev: Description: Date: 1 1 CHANGES PER COMMENTS 1 1/6/2025 Drawing Title LAYOUT AND MATERIALS PLAN Drawing No. L-2.0 GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 10/21/2024 PERFORMED BY COSTICH ENGINEERING. 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). LEGEND PROPERTY LINE v CONSTRUCTION LIMIT LINE — — 850 — — EXISTING MAJOR CONTOUR — — 852 — — EXISTING MINOR CONTOUR \ I \\ 1G- 5 yA m w, U) 0 z D 0 m W w U) FA The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. 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 Prepared for: Jay's Acquisitions LLC 550 Latona Rd WY Bldg E Suite 501 OO ��Rj Rochester, NY 14626 NpR PC 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board # 20240551 Approval Approved under authority of a resolution adopted l / Z by the Planning Board of the City of Saratoga Springs. ` Chairperson +s Project Title: 453-457 Broadway Expansion 453-457 Broadway Saratoga Springs, NY 12866 OF NI1 s Y w Z� 2 09133CJ SS1 Project No.: 2024087 Design: MCB Drawn. MCB Ch'k'd: DRC Date: 10/31/2024 Scale: 1"=10' Rev: Description: Date: 1 CHANGES PER COMMENTS 1/6/2025 Drawing Title GRADING PLAN Drawing No. L-3.0 Date Signed: UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE CITY ENGINEER PRIOR TO CONSTRUCTION. 3. WATER AND SEWER CONNECTIONS SHALL BE REVIEWED AND APPROVED BY THE WATER AUTHORITY AND SARATOGA COUNTY SEWER DISTRICT #1 RESPECTIVELY, PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 5. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 6. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 7. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. 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.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE, ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 8. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 9. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 10. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE w POTABLE WATER LINE SAN SANITARY SEWER LINE STORM SYSTE POINT INTO TF 6" SANITARY LATERAL CO �'J NNECTION 4"X16" TAP AND SLEEVE WITH 4" VALVE ----------- --r -- 0 ,DL — — J N �a 10 5 0 2 4 6 810 Scale: 1" = 10, Planning Board # 20240551 Approval I Approved under authority of a resolution adopted f by the Planning Board of the City ofaSaratoga Springs. r Chairperson - 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. Jay's Acquisitions LLC 550 Latona Rd Bldg E Suite 501 Rochester, NY 14626 Project Title: 453-457 Broadway Expansion 453-457 Broadway Saratoga Springs, NY 12866 OF NEL✓ SAS B. ,yLU fiYo,Q „f w N � �4A 091339 �fr� v 9�FESS% Project No.: 2024087 Design: MCB Drawn: MCB Ch'k'd: DRC Date: 10/31/2024 Scale: 1"=10' Rev: Description: Date: 1 CHANGES PER COMMENTS 1/6/2025 Drawing Title UTILITIES PLAN Drawing No L-4.0 I / I c I I I I Date Signed: 1—.5 SAW -CUT EXIST, PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. I AS SPECIFIED IVI 1114. EXIST. PVMT. SUBBASE MATT.; REFER TO NEW PVMT. DETAIL BURIED IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) PIPE ZONE BACKFILL PIPE 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 1 PIPE LENGTH (18'-0" MIN.) PROPOSED FINISHED GRADE OR EXISTING GROUND LINE SCALE:NTS (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 16"x4" TAPPING TOTAL), TYP. EXCAVATION BACKFILL SLEEVE AS INDICATED ON THE AND COMPACTION PER > PLANS CITY OF SARATOGA o MECHANICAL JOINT RETAINER RETAINER SPRINGS STANDARDS EXISTING 16 DUCTILE IRON GLAND FOR DIP PIPE, Z PIPE WATER MAIN 4" 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 '4. UNEXCAVATED/ UNDISTURBED ''ecYC 1 ;;� fJ x t� f'x ; c tc�A7 `• 'V ° ° EARTH 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 SRPINGS STANDARDS CONNECTION TO EXISTING WATER MAIN DETAIL 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. f� STAKE AND GUY TREE -CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. EQ. EQ. 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. 17 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 6" SADDLE WITH STAINLESS STEEL STRAPS PER MANUFACTURER RECOMMENDATION, ROMAC INDUSTRIES, INC. 12" SEWER MAIN L END CAP FOR FUTURE CONNECTION---� 450 OR 300 BEND AS REQ'D — �<�� -------- BUR LATERAL 6" MINIMUM MIN. SDR 26 PVC SEWER SERVICE CONNECTION - PLAN FINISHED GRADE w 45' OR 30' BEND z SLOPE: 2% MIN. (1/4" PER FOOT) AS REQ'D p 71, SEWER SERVICE DETAIL FINISHED GRADE —� .. MIN DY LONG. 3000 WET MIX CONCRETE AT CURB JOINTS ORANTE CURB DETAIL 3"± INISH GRADE ,I V2` �TYPEdEASPH/ YKNY900,�T TYPE 3 ASPHALT Q�pNCC�RRTEEE BINDER COURSE A9 9PEgFImB ILL PATCHED AREA WITH N.Y.S. D.O.T. SECT. 304 TYPE 4, SUBBASE MIN 9- LONG, 3000 PSI DRY MDC CONCRETE BEDDING AT CURB JOINTS -MIN Y N.Y.S. D.O.T. SECT. 304 TYPE 4. SUBBASE COMPACTED OR UNDISTURBED RAKED MORTAR JOINTS i CURB JOINT DETAIL GRANITE CURB (TO BE USED ON BROADWAY PROPERTY LINE, R.O.W. OR EASEMENT LIMIT 2"x 4" PRESSURE TREATED STAKE LATERAL ON PRIVATE PROPERTY - MIN. SCH. 40 PVC 2"x 4"x L PRESSURE -TREATED STAKE SET PLUMB AT END OF LATERAL PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE SCALE NTS SCALE:NTS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO J 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: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPE 2 TYPICAL PEDESTRIAN TRAFFIC LOADING 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 PROPERTY LINE. PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. COUNTY COMM. OF PUBLIC WORKS. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR ALLEYS. 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 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED, THE EXACT AUTHORITY MINIMUM SPECIFICATIONS. LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW CONSTRUCTION AND MATERIALS", 1985. WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER PLANNING BOARD. LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 'A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. CONCRETE PAVEMENT ON GRADE SCALE:NTS Planning Board # 20240551 Approval Approved under authority of a resolution adopted by the Planning BoaW of the Cl atoga Springs. i Chairperson I. kc*mml The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. 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 Prepared for: Jay's Acquisitions LLC 550 Latona Rd Bldg E Suite 501 Rochester, NY 14626 Project Title: 453-457 Broadway Expansion 453-457 Broadway Saratoga Springs, NY 12866 Project No.: 2024087 Design: MCB Drawn: MCB Ch'k'd: DRC Date: 10/31/2024 Scale: N.T.S. Rev: Description: Date: 1 CHANGES PER COMMENTS 1/6/2025 Drawing Title SITE DETAILS Drawing No L-5.0 SCALE:NTS Date Signed: --6 2