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HomeMy WebLinkAbout20260497 64 Washington St Site Plan Plans As-Approved64 WASHINGTON STREET PROJECT LOCATION MAP 19 PROJECT VICINITY MAP SITE / CIVIL: 0 40 Long Alley im 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: Bonacio Construction 18 Division Street Saratoga Springs, NY 12866 SCALE: N.T.S. SCALE: N.T.S. } . CITY OF SARATOGA SPRINGS MARK PING€L, chair ^^� IOSEPH FERRANTE, Vice Chair PLANNING BOARD URRYMAI'0 RILLMCrYGUE City Hall - 474 Broadway MICHAEL KING Saratoga Springs, New York 12866 TONLEX tel: 41$-587-3850 Attx HIrE WHITE w_ a ratpga-springs.erg NOTICE OF DECISION In the matter of the application - #20260497 64 Washington Street LLC 64 Washington Street Saratoga Springs, NY 12866 Involving the premises with tax parcel no. 165.67-1-58 in the City of Saratoga Springs, on an application for site plan review for a 27-unit multi -family dwelling 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 May 7, 2026 passed 6-0 in favor: Pingel, Mayo, McTygue, King, Stellate, White; 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 July 30, 2026 passed 6-0 in favor: Pingel, Ferrante, McTygue, King, Stellato, White: 2 Approve site plan set dated June 19, 2026 with the following revisions and conditions: 1. Existing National Grid transformer along Washington Street to be shielded with large movable planters incorporating seasonal plantings throughout the year, providing a vegetative screen around the utility structure. 2. Proposed transformer location fronting Congress Street to be screened with a decorative fence incorporating wrought iron filigree artwork on the proposed screening structure. 3. Public civic space shall be located off -site at Congress Park per DPW acceptance of the scope of work and cost estimate, dated July 29, 2026. 4. The civic space improvements to the "goldfish pond" shall be installed to the satisfaction of DPW prior to the issuance of a Certificate of Occupancy for the building. The applicant is required to: 1. Provide documentation of conformance with all required conditions of approval. 2. Submit a fee in lieu ofcIedication of recreation lands for twenty-seven (27) new residential units ($54,000). 3. Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to 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 (18) months of approval as per Article 13.5 of the Unified Development Ordinance. N-ce: this approval shall expire within eighteen (18) months ofthe signature offinal plans if the applicant has not started actual construction as per Article 13.5 of the UDO. August 6, 2026 Date filed with Accounts Dept. Chair NOTICE OF DECISION: SITE PLAN TAX MAP PARCEL 165.67-1-58 PARCEL SIZE 0.63 ACRES ZONING DISTRICT UC (T-6) - URBAN CORE AREA / BULK REQUIREMENTS: REQUIRED PROVIDED MAX. BUILDING HEIGHT 1.1 TIMES WIDTH OF R.OW. OR 70' 62'-4" MIN. BUILDING HEIGHT 24' 50'-8" SETBACKS MIN. BUILD -OUT % ABUTTING PUBLIC R.O.W . 80% 83% MIN. SETBACK FROM LOT LINE ABUTTING PUBLIC R.O.W. 0'-12' 9'-6" SIDE 0' 3' REAR 0' 6'-10" TOTAL NEW BUILDING: 87,654 SF FLOOR 0 161472 SF 1ST FLOOR 18,416 SF 2ND FLOOR 18,660 SF 3RD FLOOR 171440 SF 4TH FLOOR 16,666 SF VEHICLE PARKING PROPOSED: 27 UNITS; 1.25 PER UNITS 36 SPACES +2 EV OUTSIDE BICYCLE PARKING REQUIRED: 1 PER 4 DWELLING UNIT PROVIDED 7 TOTAL SPACE 27 DWELLING UNITS / 4 = 7 SPACES 4 LONG TERM IN GARAGE SITE STATISTICS SITE PLAN June 19, 2026, Revised September 3, 2026 SHEET INDEX: COVER S-1 SURVEY- [ Thompson Flemming Land Surveyors ] L-1.0 SITE PREPARATION AND DEMOLITION PLAN L-2.0 LAYOUT & MATERIALS PLAN L-2.1 LAYOUT & MATERIALS PLAN ENTRANCES L-3.0 GRADING PLAN L-3.1 GRADING PLAN ENTRANCES L-4.0 UTILITIES PLAN L-5.0 LIGHTING & LANDSCAPING PLAN L-6.0 SITE DETAILS L-6.1 SITE DETAILS L-6.2 SITE DETAILS pF NEty Y J �J i3, /fj(� �✓�� r� J w Z��Qp 091339 RaFESSio�P 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 #20260497 Approval p r un er authority of a resolution adopted 3� Z, t la in rd_o_f the City of Saratoga Springs. - ..'._. 'Chairperson Date Signed h �r �o eGo,a 611 � •Q D`� T ° O a LO o r o .6 O pU C14 W O U) N -0i J T E L� 'T+ 41 0 0Z O — Lp p U pjfn Q yxy�L+p� o� �pn U) 0V) U C p° ) U 41 UTt 41 0OTU O 0 c+++ n O�J p Q O q- ap (+LQ Q j > 3: 0 E L3�.- 00 a) p U OUL Q °>. oo 0- L z ap p4, � 0O >L L Ovi wva� v o�E3 �U N O-C c C -a U-0 \\°o o _I_- p L c N ++U�,+ �� � n +L oC� oop �OO°41 �°C) T >' 00 N V sO C -C-0OL> � � L OT w cTci O O U p+ UL -+ aoEq N �EOa� ~ c� — !a NoC L-0 N Cv�EO L O U o��� .0 0' O C c N Z O U o v�i S(J^ `mm� 6 C�i I -can CD ..+ n� °< O NN L X3 v II •• v � �UOii pav N�cn V) v p= +L pL 3 •U ,O� fL U .•L �` E�}Q�Yw �ToNo"oO' Ts0 EE�a�cOai; ' v>pcocc;',N a+ O-0 -0 L QU o N-0_Zc >O CL p ° O O— vN Q C p_p�O C Q c CD 0» OE -0 0 pi cn a, C C U 3 U) oQZ) -0 E 0'� °° To am E TE v Zac0 (A �a OrL '�U } - O N _v Lc (D -0 ,} O w- Q p 00 � > > v 0 cn L 0 + w 0-J F) t U v U p m O > c Ow . 0 � p N cc 0 > O 0->O-0 U z O O p 0 O °— N v- L +>� N,0 � I- y O N O > c�a ��oN ,�C D o0Z cO zcLLI �ZaoE�vO O 00 O +,4- E o 0 U U iO �ZZ cO ° �m N cc 3 >, O ° >odO w Z o OO L a j °oQ> p~ 0 0 O-O EL0 �m ov v 0 �0 Uc No+� Ocn= � v+, NO T JO i w.CLt O X O .0 U =3Qwa) -" Q O QU -0 CO N (n0 N � 0 n ° U N.0 v I') L) � • o ZQ ® p LL I r O Q U) m c� rri N r7 U � C a U-� 0 a E 5 c O I N Q) O N a� „W 1 g5 28� a _ _� '30,�� _00 S17.1�� Q _ _ LE N ►� 00 � . (•- i Z -�y M �+ ^O o `� MM o �m cq lf) 00 �> �00 rn ` < m12N- d. cd� MIM Yoo 00 Rm OU d Li O \\ \,,o r�7 M U �; rvm o m nf C �pertieS2� ad P 0070 oo�Lo >�— FZ Mo r M M �- -907: Lt; O / Rm sLd 96.91>18 •daoj juauadofanap pu3 19aM 05olDaDS J/u + c M 00WO W n LLJ Q O C7U�m Q W Of Z WQ O QLLN W O Q r- Mocq �iM°,o CV ClN N M 11. K II Z N W >» N Z Z Z IM M T►• ; CU FV- Co TJ M / m M M t Q F m 7i r Q M M � r CM M Q O +fin N O c0 FF-- t/l ^ M 3 p Cn rn rn QQ LA N M N N 3w �r N w Z Z iP n 3 � M \ W vs 302 rn� c) MM m \' 3 2 LO W) ACV M PON \ (n 3 U O \ CV QZn - _ GENERAL NOTES 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "SARATOGA COUNTY COMMUNITY RESIDENTIAL PROJECT, INC.", DATED 11/24/2025, AS PREPARED BY THOMPSON FLEMING LAND SURVEYORS, PC. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. 5. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF WORK LINE. IF NO LIMIT OF WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED BY THE OWNER'S REPRESENTATIVE. 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 12. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. 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. REMOVE CONCRETE - SIDEWALK STABILIZED CL-6' CONSTRUCTION ENTRANCE - REMOVE CURB CONTRACTOR TO CONDUCT TEST PITS TO VERIFY ELEVATION OF WATER MAIN PRIOR TO STORM AND SANITARY LATERAL INSTALLATION SAWCUT AND REMOVE ASPHALT FOR PROPOSED UTILITIES REMOVE CURB- 0 0 z. m I Cn f n, CD N O m Z Na CA M it W N LnCn2 jk �4. o PROPOSED CONSTRUCTION EASEMENT REMOVE SHED REMOVE UTILITY LINE, CUT AT PROPERTY LINE. - REMOVE CRABAPPLE TREE REMOVE RETAINING WAI REMOVE GUARDRAIL REMOVE PAVERS CONTRACTOR TO LOCATE SANITARY SEWER, CAP AND ABANDON AT PROPERTY LINE CONTRACTOR TO LOCATE WATER SERVICE, TERMINATE AT THE CORPORATION STOP REMOVE BUILDING SILT FENCE EL r RETAINING WALLS IN THIS AREA TO BE PROTECTED - DURING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH LANDOWNER REMOVE OVERHEAD ELECTRIC LINE, COORDINATE WITH UTILITY PURVEYOR Ln' D Z a X • zm ;t 77 0 O - O O W o ® 3 �, 2 CONCRETE SILT FENCE L-6.0 - REMOVE CONCRETE f _ WASHOUT I REMOVE EXISTING ASPHALT _ REMOVE WOOD PLANTER e sT � mXW CR8 II M II NC) CDPM Z Z Z x N ia0= ««p mcnz II X wK N II N O o1'.) to 60Pw10 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. PRIOR TO CONSTRUCTION, CONTRACTOR TO OBTAIN EXISTING PIPE INVERTS AND PIPE TRAJECTORY AND PROVIDE TO OWNERS REPRESENTATIVE PROTECTION NOTES: REMOVE ELECTRIC GENERATOR REMOVE BUILDING `-REMOVE ELECTRIC LINE REMOVE VEGETATION TO PROPERTY LINE 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. LEGEND PROPERTY LINE EXISTING VEGETATION EXISTING GAS LINE EXISTING OVERHEAD UTILITY E/u EXISTING UNDERGROUND ELECTRIC W EXISTING UNDERGROUND WATER T EXISTING UNDERGROUND TELECOMMUNICATIONS EXISTING VEGETATION TO BE REMOVED REMOVE ITEM SF SILT FENCE A y;\ 9NyiA �;� �% �G 0 \ v y '% A "' _\ n c \ \ REMOVE CONCRETE SIDEWALK \ REMOVE PINE TREE TRANSFORMER AND CABLE RISERS TO BE PROTECTED DURING CONSTRUCTION REMOVE SIGNAGE REMOVE ASPHALT PAVEMENT REMOVE CURB 'REMOVE CHAIN LINK FENCE REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE EXISTING VEGETATION F REMOVE BUILDING "0 •• 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board #20260497 Approval A d u der authority of a resolution adopted 7 J 3017.A P nin oard of the City of Saratoga Springs. Chairperson Date igne The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for:• 64 Washington Street, LLC 18 Division St, Suite 401 Saratoga Springs, NY 12866 Project Tit/e.- 64 Washington St. 64 Washington Street Saratoga Springs, NY 12866 01F NEW r ft ! ill 2s�aA LU 09133E �OfiESS1dNP Project No.: 2025091 Design: MCB Drawn: JTM Ch'k'd: DBH Date: 6/19/2026 Scale: 1"=20' Rev: Description: Date: 1 Mylar Review 8/13/2026 2 Final Comments 9/25/206 Drawing Title SITE PREPARATION AND DEMOLITION PLAN Drawing No. L - 1 . 0 MATCH EXISTING SIDEWALK FLUSH CONCRETE PAVERS 5 ` CONCRETE SIDEWALK 10' WIDE ACCESS DOORS — MODULAR MOVABLE CL-662 PLANTERS, MULTIPLE SIZES. MINIMUM NUMBER SHOWN. TRANSITION CURB 11 L-6.0 FLUSH CURB 9 L-6.0 TYPE 2 CONCRETE SIDEWALK — ASPHALT 6 PAVEMENT L-6.0 0 0 i 1 I, I 11 DECORATIVE PIERS 12.00' BUILDING 4" DEPTH STONE MULCH SETBACK PROPOSED ELECTRICAL TRANSFORMER SITE RETAINING WALL, TYP. co t �l WASHINGTON STREET ENLARGEMENT 0 cv 4.80' 1CONCRETE CURB, TYP. L-6.0 FLUSH CURB, TYP. L-6.0 TYPE 2 CONCRETE SIDEWALK LJ-60 10 CONCRETE PAVERS L-6.0 5 SEGMENTAL BLOCK RETAINING WALL, TYP. L-6.1 ELECTRIC VEHICLE CHARGING STATION 6 2ND FLOOR TERRACE ABOVE \rcon—CONCRETE CURB, TYP. Scale: 1" = 10' 0 Lq 0 G E� 6 Bq 2 p0 6.1 DECORATIVE STREET LIGHT c� illillillilljlll iiiiiiiiii /• \ IIIIIIIIII •• • 0-0 �— ° ° \ i 1\ =i �°� ° °' 0 dip am 40 —o40•� EXISTING ELECTRICAL TRANSFORMER 0\ dip to ° ° i \ i \ i 0 i i 0 1 CONGRESS STREET ENLARGEMENT LEGEND PROPERTY LINE - - CONCRETE PAVING DECORATIVE CONCRETE PAVERS 10 STONE MULCH 13 CONCRETE CURB L-6.0 —GREENSPACE - MATCH EXISTING CONCRETE SIDEWALK L-6.0 Scale: 1" = 10' n 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 Prepared for: 64 Washington Street, LLC 18 Division St, Suite 401 Saratoga Springs, NY 12866 Project Title: 64 Washington St. 64 Washington Street Saratoga Springs, NY 12866 ��pF NEly co W m "' 09133° SS1 Project No.: 2025091 Design: MCB Drawn: JTM Ch'k'd: DBH Date: 6/19/2026 Scale: 1"=10' Rev: Description: Date: 1 Mylar Review 8/13/2026 2 Final Comments 1 9/25/2026 10 5 0 2 4 6 8 10 Drawing Title LAYOUT Scale: 1" =10' & MATERIALS PLAN ENTRANCES Planning Board #20260497 Ag rD oval ppro un r authority of a resolution adopted��� tl Ian rd of the City of Saratoga Springs. __ _ "Chairperson Date Si ne Drawing No. L-2.1 GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 12/09/25 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS, PC. 2. ALL PROPOSED GRADES SHALL BESET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 6. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 7. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 8. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL }} i BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO 1 i EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING ;I CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 2 9. 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 it - STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. I` 10. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE INfi' 6" MAXIMUM COMPACTED Y � \ 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. II I 11. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM 41 I STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE ij G) i� FROM IRREGULAR SURFACE CHANGES. I 12. EXCAVATION REQUIRED WITHIN DRIP LINE 1rn OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY Cn CONTRACTOR SHALL BE REPLACED IN KIND.iIm 13. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND l� jl ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN l SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION i 1. OF BACKFILLING. 14. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH m GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS! ---� ';- LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, H 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. 15. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM 11 OF SLOPES. it 16. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING i DRAINAGE SYSTEM AT ALL TIMES, DURING EARTHWORK OPERATIONS, `! DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE - EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. - 17. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 18. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 19. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). SEE SHEET 11-3.1 FOR WASHINGTON STREET ENL4RGEMENT 77 r SEE SHEET 21-3.1 FOR CONGRESS STREET ENLARGEMENT LEGEND — — — --- PROPERTY LINE 850 MAJOR CONTOUR 852 MINOR CONTOUR --860 - -- EXISTING MAJOR CONTOUR ♦-- 857 PROPOSED SPOT ELEVATION — ST PROPOSED STORM DRAIN 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board #20260497 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. © the LA Group 2017 Prepared for- 64 Washington Street, LLC 18 Division St, Suite 401 Saratoga Springs, NY 12866 Project Title: 64 Washington St. 64 Washington Street Saratoga Springs, NY 12866 pF iVEl7jY CO r cr tu ma 091339 �OFSSS1d�P Project No.: 2025091 Design: MCB Drawn: JTM Ch'k'd: DBH Date: 6/19/2026 Scale: 1"=20' Rev: Description: Date: Drawing Title GRADING PLAN Ap rp oval p r un er authority of a resolution adopted �T.y)7-4 t la in rd o_f the City of Saratoga Springs. Chairperson Date Signed Drawing No, L-3.0 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. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5. 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. 6. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 7. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 8. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. 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 AS1.10/AS1.11. 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. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. • O EXISTING HYDRANT Z ± 80' G) CD N N _ CD CO m II 3 w 0 L4 CO GJ CONNECT TO EXISTING 10" SANITARY MAIN INV 10" (EX): 296.66 INV 6": 297.5 UTILITY CROSSING-w TOP OF EXISTING 48" STORM PIPE: ± 296.45 BOTTOM OF 6" SANITARY: 297.58 6" SDR-26 PVC SANITARY PIPE 6"X6" TAPPING SLEEVE AND VALVE 6" DIP WATER SERVICE D I I _;:aCn o� , \ 0 u \I Now (0 P ZZZ22L joo_ :< rncnz II 3 3 C) � II Now O N coC _ � C O � P C., v CORE EXISTING STRUCTURE TO ACCEPT NEW STORM PIPE EXISTING HYDRANT LEGEND 4 � - - - PROPERTY LINE w EXISTING POTABLE WATER LINE E/u EXISTING UNDERGROUND ELECTRIC LINE T EXISTING TELECOMMUNICATION LINE SAN EXISTING SANITARY SEWER LINE - ST EXISTING STORM SEWER LINE W POTABLE WATER LINE E/U UNDERGROUND ELECTRIC LINE T TELECOMMUNICATION LINE SAN SANITARY SEWER LINE - ST STORM SEWER LINE 250 0 50 150 250 Scale: 1" = 20' Planning Board #20260497 Approya ov u thority of a resolution adopted P --of -tbe City of Saratoga Springs. Chairperson Date Signed 0 The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 0 the LA Group 2017 Prepared for• 64 Washington Street, LLC 18 Division St, Suite 401 Saratoga Springs, NY 12866 Project Title: 64 Washington St. 64 Washington Street Saratoga Springs, NY 12866 pf NEt'gry s B. O � Q � +w 08133E Project No.: 2025091 Design: MCB Drawn: JTM Ch'k'd: DBH Date: 6/19/26 Scale: 1"=20' Rev: Description: Date: 1 Mylar Review 8/13/2026 2 Final Comments 9/25/2026 Drawing Title UTILITIES 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. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT 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 DECORATIVE STREET LIGHT O Z 1.! JJ NT li U) I 4 !i V, II �y l i; { m rn LEGEND (PLANTING) -- PROPERTY LINE PROPOSED TREE LINE EXISTING TREE LINE Z o PROPOSED TREE OO NEW SHRUB PLANT LIST SYM. QTY. BOTANIC,L NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES QR 8 Quercus Robor Fastigista'Crimson Spire' Crimson Spire Oak 2"-2.5" B&B GB 8 Ginkgo Biloba 'Princeton Sentry' Princeton Sentry Ginkgo 2"-2.5" B&B male only CO 1 Celtis Occicentalis Hackberry 2.5% 3" B&B TA 1 Tilia Americana American Basswood 2.5" - 3" B&B SHRUBS SM 11 Syringa Meyeri 'Palibia' Dwarf Korea Lilac #7 Cont. IG 33 Ilex Glabra Inkberry Holly #5 Cont. VP 10 Viburnum plicatum f. tomentosum'Mariesii' Doublefile Viburnum 24"-36" Cont. or B&B HQ 3 Hydrangea quercifolia Oakleaf Hydrangea 24"-36" Cont. or B&B TO 7 Thuja occicentalis Eastern Arborvitae B&B GROUNDCOVERS PA 1 640 Pachysarz-3 Terminalis Japanese Pachysandra Plugs BHT '--ES. /N. 1 IT THE 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board #20260497 The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. Pfiace. 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: 64 Washington Street, LLC 18 Division St, Suite 401 Saratoga Springs, NY 12866 Project Title. 64 Washington St. 64 Washington Street Saratoga Springs, NY 12866 01F NEty Y �,�Q' B.1y�1,1 UJ R' z 2s�Q 091339 ��C? AR�FESSIONP\• Project No.: 2025091 Design: MCB Drawn: JTM Ch'k'd: DBH Date: 6/19/26 Scale: 1"=20' Rev: Description: Date: 1 Mylar Review 8/13/2026 2 Final Comments 9/25/2026 Drawing Title LANDSCAPE AND LIGHTING PLAN Approval p r r authority of a resolution adopted 7 t I un .-of...-the City of Saratoga Springs. Chairperson Date Signed Drawing No. -5.0 L CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR EDGE OF EXISTING ROADWAY 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 ' `= }r FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.; 'r'" a `•- �.xry 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE .A r a <, t �k ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM �' a'~ " v 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 MAT RIAL AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. OVER GEOTEXTILE (MIRAFI 600X) 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE Scale: NTS CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) CONCRETE STRAW BALE WASHOUT 10 MIL PLASTIC LINING WOOD OR METAL STAKES z (2 PER BALE) CV 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 ww 0 m CO0 CD 0 J LU m 10' MAX. i TO 8' MIN. o 0 a s a s o 0 0 0 0 0 0 o 0 o a s a s 36" MIN. FENCE POST 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND w ........................................................................................................... :............................................................................................................................ :::::::: ' ....................................... ......... ................................................ . 0 `j . c� J J I— :::.::: '::.::.:::: ':::::::::::::::'::::::::::.:::.....:::::::.:::::.:::::: ...'. ... U ......... __ .................................................... ............................... . .:.':: w — .......................... . - ., ......................................................... .:. :..i ............................................': N u 4 .�., t ,- .... F�o� FCC PERSPECTIVE FILTER FABRIC; FASTENED SECURELY VIEW TO FENCE POSTS W/ STAPLES FILTER FABRIC----"� 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 PROPOSED PAVING EXISTING PAVING TO REMAIN TOP COURSE BINDER COURSE PAVEMENT KEY Scale: NTS KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 142" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MA-ERIAL FLOW z EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR TO WALK JTO WALK �R �---4" CONCRETE f6" CONCRETE - SEE CONCRETE SPECIFICATIONS F 6" X 6" NO WOVEN WIRE s r y7� A, i{ ;=f 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. ((( MESH EXCEPT A.O.B.E. 6n GRANULAR SUBBASE COURSE NYS r ' ' ` 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED fw DOT SECT. 304, TYPE 2 COMPACTED J ?� ,. ,-`� ;.„;r,`/ TO 95% STANDARD PROCTOR �`i�v��\y'` �i` TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO. i %� _✓%r: SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 90% STANDARD PROCTOR TYPE 1 SIDEWALK NOTES: TYPE 2 PARKING AREA EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - S O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY MINIMUM SPECIFICATIONS. WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS", 1985. AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY LESS,- (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO, PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST 1 CONCRETE PAVEMENT Scale: NITS TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION FACK COAT - NYSDOT ITEM 107-0102 DILUTED 31NDER COURSE - NYSDOT ITI M2.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG 31NDER (LIQUID ASPHALT) 3RADE SHALL BE PG-64-22 'OMPACTED GRAVEL - JYSDOT TYPE 2 (SECT. M4) COMPACTED TO 95% 3TANDARD PROCTOR 3EOTEXTILE FABRIC, MIIRAFI �UBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR ASPHALT PAVEMENT Scale: NTS NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING, 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3. FOR WORK WITHIN CITY ROW THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE STREET 1-1/2" 3" 12" 3" JOINT SEALANT TO 1/2" DEPTH TOOLED JOINT WITH 1 /4 RADIUS EDGE BACKER R <, B D 0 — �- PRE MOULDED JOINT FILLER. CUT BACK AS NECESSARY AFTER PLACEMENT EXPANSION JOINTS TO OCCUR 30' O.C. MAX, 3/8" JOINT WHERE CONCRETE MEETS VERTICAL SURFACES OR IMMOVABLE OBJECTS SUCH AS CURBS, WALLS, FOOTINGS ETC, AND IN LOCATIONS EXPANSION JOINT SHOWN ON PLANS. 3" TOOLED CONTROL JOINT. PLACE 5'-0" O.C. UNLESS OTHERWISE SHOWN ON PLANS. /4 THE DEPTH OF THE CONCRETE SLAB �f t CONTROL JOINT CONCRETE JOINTS Scale: NTS 2'-A" BENCH Scale: NTS r1/2" RADIUS FINISH GRADE- 4,000 PSI CAST -IN -PLACE CONCRETE CURB xt COMPACTED GRAVEL BASE :x NYSDOT SECT. 304, TYPE 2 6" 6" 6" FLUSH CURB IN PAVING FLUSH CONCRETE CURB Scale: NTS EDGE RESTRAINT 24" SQ., 1 2/2: - 2" THICK ABERDEEN AZZURO SLABS BY TECHO-BLOC, SAWN TOP AND SIDES. 1" SAND SETTING BED 12" GRANULAR SUBBASE COURSE NYS DOT SECT 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR. SUBGRADE COMPACTED TO 90% STANDARD PROCTOR CONCRETE PAVER DETAIL Scale: NTS CONCRETE 6' (ADJACENT SIDEWALK) CURB 1' T (ADJACENT LAWN) 1:12 MAX 3/8" EXPANSION JOINT ADJACENT FINISH GRADE AT BOTTOM OF CURB TRANSITION CURB Scale: NTS 611 L 6" I_ 611 I.6" I_ BIKE RACK Scale: NTS FINISH GRADE a FULL CURB AT LAWN 6" CONCRETE CURB Scale: NTS "'^r'^ ^7ATED BLACK STEEL BIKE RACK, 180-IG-P BY BELSON OUTDOORS OR APPROVED EQUAL NSION JOINT )NCRETE WALK a" ANCHOR ROD ONCRETE FOOTING --...?ACTED SUBGRADE C 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.- 64 Washington Street, LLC 18 Division St, Suite 401 Saratoga Springs, NY 12866 Project Title. ct t e. i 64 n Washing to St. 4 64 Washington Street �K/,�% Saratoga Springs, NY 12866 \� � > __._ �.>_,....ate\.......�.,.......:.a... NOTES: 1. VERIFY DIMENSIONS OF BICYCLE RACK & STAKE LOCATION PRIOR TO START OF FOOTING CONSTRUCTION & INSTALLATION 2. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS SPECIFICATIONS PAVEMENT CAST -IN -PLACE CONCRETE CURB, SEE CONCRETE SPECIFICATION GRAVEL COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR Planning Board #20260497 Aloroval prov unde authority of a resolution adopted _223a%Zk b t ' o of the City of Saratoga Springs. _. IC air erson Date Signed I IF NIF �� J Lp,S B. t 0 41 � Z 09133q k�C7 AR©FESS10 Project No.: 2025091 Design: DBH Drawn: JTM Ch'k'd: DBH Date: 6/19/2026 Scale: NTS Rev: Description: Date: 1 Mylar Review 8/13/2026 Drawing Title SITE DETAILS Drawing No. L-6.0 DECIDUOUS TREE Scale: NTS L -V EVERGREEN TREE Scale: NTS �1 L C IYIIIV. SHRUB Scale: NTS IVIIIV. PERENNIAL 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 MOTES: TREE SHALL BEAR SAME RELATIONSHIP TO FINISH 3RADE AS IN THE NURSERY. NEVER CUT A LEADER. TREE SHALL BE PLUMB & STRAIGHT. NSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH 1/8" GALV. STEEL CABLES @ 2/3 HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ GALV. CLAMPS. 3ALV. TURNBUCKLE >1 PER CABLE 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" 0 X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25° ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. 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 SPACE SHRUBS AS INDICATED ON PLANS ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 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 BED OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE ET CROWN FLUSH WITH OP OF MULCH 3" BARK MULCH PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE KEYSTONE COMPAC III SEGMENTAL FINISHED GRADE BLOCK RETAINING WALL - COLOR PECAN BLEND Scale: NTS TAPER CURB -- (AS NECESSARY) ASPHALT DRIVEWAY EXPANSION JOINT (TYP) FULL DEPTH OF CONCRETE : S' RADIUS _. "5' MIN '`� `t�•. CONCRETE SIDEWALK & APRON TYPE 1 AT NON —VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS (SEE DETAIL SS-8) TURF 6" CONCRETE CURB TRANSITION CURB BOTH SIDES 1— 1-1 /2" REVEAL (MAX.) 22 OPEN STREET �• <� WARPED PAVEMENT AREA (TYP. BOTH SIDES) CITY OF SARATOGA SPRINGS- DROP CURB AT COMMERCIAL DRIVEWAY Scale: NTS PYRAMID ­,,INTERLOCKING FENCE 1.5" X 5.5" CAP, TYP. PANEL .875" X 6" SLATS, TYP. TOP RAIL, TYP. 5" X 5" FRAME/POSTS TYP. FINISHED - GRADE I 1.5" X 5.5", METAL REINFORCEMENT .I �:,..I �:CHANNEL INCLUDED IN BOTTOM RAIL, TYP. . • 4 UNDISTURBED SUBGRADE, TYP. 15" 0 3,000 PSI CONCRETE FOOTING SLOPE TOP 1/4"/FT. ON ALL POSTS, TYP. VINYL SCREENING FENCE Scale: NTS �BY OTHERS AREA DRAIN /— INSPECTION CHAMBER y ' , if I' {._. m I� ...... I _ :.............: 77 T • IW � 4 GATE *ALL COMPONENTS PVC 7/PLANTING ,,, 3.5" ENGINEERED SOIL, ZINCOBLEND E OR APPROVED EQUAL NG_ FILTER SHEET SF DRAINAGE LAYER, FLORADRAIN FD 25-E OR APPROVED EQUAL PROTECTION MATT SSM 45 ROOT BARRIER WSF 40 BY OTHERS INSULATION WATERPROOF MEMBR ANE ROOF STRUCTURE ---ROOF DRAIN 0 1 N CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5—MDLO3 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4"-3" DIA. TAPERED POLE .125 WALL THICKNESS 6063—T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION NOTES: SEE PG. 1 OF 2 FOR FIXTURE & POLE DETAILS 3/4" CHAMFER FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FORM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) BLACK FINISH 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 ACCESS DOOR 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 17" DIA. BASE, FLOOR THICKNESS SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE .750 — FOUR ANCHOR BOLTS AND ONE GROUND ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH STUD (SEE PG. 2 OF 2 FOR FOUNDATION COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX STREET DETAILS PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT 5 AMP FUSE WITH INSULATOR FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 iP 600V WITH PHOTOCELL BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE 17" DIA. BASE, 12" DIA. BOLT THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND CIRCLE, DIAMOND PATTERN, FOUR Y 9 �1/2" PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB—AA FUSEHOLDER WITH 5 AMP FUSE > IN x 18" ANCHOR BOLTS 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 ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. ACCESS DOOR CITY OF SARATOGA SPRINGS DECORATIVE STREET LIGHT Scale: NTS 71. [1E EV CHARGER Scale: NTS Planning Board #20260497 Al2oroyal pros and r authority of a resolution adopted h an ' rd of the City of Saratoga Springs. ._ person Date Si end 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" 64 Washington Street, LLC 18 Division St, Suite 401 Saratoga Springs, NY 12866 Project Title: 64 Washington St. 64 Washington Street Saratoga Springs, NY 12866 ®F NCO EW y o �9 c� LU 2��OA 091 Sg9 R�FES S10�P Project No.: 2025091 Design: DBH Drawn: JTM Ch'k'd: DBH Date: 6/19/2026 Scale: NTS Rev: Description: Date: 1 Mylar Review 8/13/2026 Drawing Title SITE DETAILS Drawing No. L-6.1 Scale: NTS GREEN ROOF Scale: NTS (2) 3/4" 0 THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. Scale: NTS 6"0 DIP 1 PIPE LENGTH (18'-0" MIN.) 0 > \\--COMPACTED o U STRUCTURAL FILL z in SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. $„ LAWN RESTORATION PVMT. RESTORATION MIN. TOPSOIL & SEED KEY AS SPECIFIED NEW PVMT., SEE DETAIL JT. 1 ` ME! ._...._) 1 0 Cl w Of U) ¢ J J ¢ w 3: > w > 0 0, D./2 6" MIN. PIPE O.D. + 24" MIN. PROP)SED FINISHED GRADE OR E_%ISTING GROUND LINE TELESCC'IC PATTERN VALVE BOX PER CITY OF SARA, 7 DGA SPRINGS STANDARD PROPOScD TAPPING SLEEVE EXIST 1G VVATER MAIN 3,000 PSI MIN. CAST -IN -PLACE CONCRETE THRUST c BLOCK UNEXCAVATED/ UNDISTURBED >4 EARTH -MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL BURIED IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) IPE ZONE BACKFILL IPE 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 PIPE TRENCH DETAIL Scale: NTS GRAC NOTES: SECTION A -A 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 2. CONCRETE NOT TO OVERLAP ANY JOINT. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. ­0 ROOFING FELT 'HRUST BLOCK w,w�pTH -LAN (TYP.) i WATER MAIN (OR SEWER FORCE MAIN) -CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I UNDISTURBED SOIL 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: Vt = LID W + I.D. - I.D. WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1/4) BEND 45° (1/8) BEND 22-1/2° (1/16) BEND 11-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L x L D x L 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2•4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 10 8.8 2.5x3.5 12.5 3.0x4.5 6•8 2.0x3.0 3.4 1.5x2.5 1.7 1.0x2.0 12 12.7j 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 THRUST BLOCK Scale: NTS LATERAL CONNECTION SECTION I NOTES: • BUILDING SEWER LATERAL M BE THE SAME AS THE MAIN SI MATERIAL UNLESS OTHERWII • ALL GRAVITY SANITARY SEW BE AT A DEPTH OF 4' OR GRE THAN 4', LINE SHALL BE INSUI TRENCH DETAIL) • CONTRACTOR IS RESPONSIB ESTABLISHING FLOW PRESSURE TREATED 4"X4" LOCATION MARKER LABELED "SEWER END CAP" (TYP.) "MIN. VARIES - 450 BEND MAX. VARIES - 450 BEND MAX. VARIES - 45' BEND MAX. AS REQUIRED 2% MINIMUM SLOPE (TYP CAP (TYP.) BEDDING MATERIAL (TYP.) (SEE TRENCH DETAIL) MAIN SEWER MAIN SEWER VARIES - 450 BEND MAX. TEE, ONLY IF SPECIFIED OR ALLOWED BY THE ENGINEER PROPERTY LINE R.O.W. OR EASEMENT LIMIT WYE, 45° VARIES - 450 BEND MAX. AS REQUIRED 4" OR 6" INDIVIDUAL RESIDENTIAL BUILDING SEWER LATERAL (TYP.) 6" MIN. COMMERCIAL SEWER LATERAL (TYP.) FINISHED GRADE CE Z 00 FULL LENGTH OF PIPE NTERED ON SEWER LI 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 CV TOP VIEW 4 n-It I A I ISOMETRIC VIEW NOTE: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS PLANT LIST TOP VIEW _ 48" W _ ISOMETRIC VIEW SHRUBS TO BE USED IN URBAN PLANTERS SM Syringa Meyeri 'Palibia' Dwarf Korea Lilac #7 Cont. IG Ilex Glabra Inkberry Holly #5 Cont. BS Buxus Sempervirens 'varigate' Varigated Boxwood 24"-30" Cont. BC Buxus X'Cranberry Creek" Cranberry Creek Boxwood #7 Cont. URBAN PLANTERS Scale: NTS Planning Board #20260497 cm) 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- 64 Washington Street, LLC 18 Division St, Suite 401 Saratoga Springs, NY 12866 Project Tit/e: 64 Washington St. 64 Washington Street Saratoga Springs, NY 12866 Project No.: 2025091 Design: DBH Drawn: JTM Ch'k'd: DBH Date: 6/19/2026 Scale: NTS Rev: Description: Date: Drawing Title SITE DETAILS Drawing No SEWER SERVICE DETAIL Scale: NTS Approval r un r authority of a resolution adopted ? t 1 _qf __the City of Saratoga Springs. , -f A- , / Chairperson Date Signed L-62