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HomeMy WebLinkAbout20240585 86 Ludlow Final Subdivsion Plans As-Approved86 86 A Ludlow S--ree-- 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. 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 SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION 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 ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN 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. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWINGS. 11. 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 # 24.0585 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. C irperson Date Signed APPLICANT: David Norton 86 & 86A Ludlow Street Saratoga Springs, NY 12866 SURVEYOR: Thompson & Fleming 12 Lake Avenue Suite 1 Saratoga Springs, NY 12866 PREPARED BY: The LA GROUP C.1 Landscape Architecture & Engineering P.C. People. Purpose. Place. www.thelagroup.com P 518/587-8100 F 518 587- 0180 49 .wwa#k com Saratoga Springs, NY 12866 PROJECT LOCATION MAP 19 ZONING BOARD OF APPEALS NOTICE OF DECISION: CITY OF SARATOGA SPRINGS • O BONING BARD F APPEALS O -,..� Curt It +t:i: - 474 T3Ro;ar)'WA Y i7RAT tU S FATOGA Si>i wcs, NEw YoRK 12866 518-587-3550 N\\'4v S 1R AT«i'?A SPRtNCfiS,OR(?: Gage Simpwri,Chaii BraitGallagher t'iaeChair Shafer Gaston Breri&n Dailev Jonah Cohen Otis MaxwelI i luis l aPointe Robert )rest (Alternme.,) Chris is Waslaick eAlr :rnote) 2 IN THE MA17ER-OF THE APPEAL OF David Norton 86 Ludlow St Saratoga Springs, NY 12866 from the determination of the Building Inspector involving the premises at 86 Ludlow Street in the City of Saratoga Springs, New "York being tax parcel nurnber 166.53-2-32 on the Assessment Map of said City. The applicant having applied foran area Variance under the Zoning Ordinance of said City to permit the subdivision of a property in the Urban Residential 3 (UR-3) District and public notice having been duly given of a hearing on said application held November-6, 2023 through March 4,2024_ In consideration of the balance between benefit to the applicant with detriment to the health. safety and welfare of the community. I move that the following area variances for the following amounts of relief: TYYLOt Rt,,QutRtNE:NI DISIVic I tim'.NS1ONAt-R1sQUltt{:Iti11 N1 PROPOSED RELlnlixlQULSI;tI') MIN LOT Siz-F (Lo'r 1,) 6600 so, I'T' 3211 sQ FT 3389 SQ 14 (51.3%) MIN AVG Wtll'I ii (LOT 1) 60' 33.7' 26.3- (43.8%) MAX PRINCIPAL COVERAGE (LO"t 1) 40% 47.7% 7.7% 09.3%) SFTBACK-RF,AR (LOT 1) 25' 6.4' 19.6` (74.4%) MIN TOTAI. Sl l)I: (LO'T' I) 121 5.9- 6.1- (30.8%) MAX WPERVIOUSNESS (LOT 1) 70% 78.1% 8.1%(11.6%) MIN Anti WlI)`m (Loa 2) 60' 37.Y 22.9' (38.30/6) SEYBACK-FRON't (L(Yi 2) lr1` 8.61 1_4' (140/) As per the submitted plans or lesser dimensions, be APPROVED for the following reasons: 1, T'hie applicant has demonstrated this benefit cannot be achieved by other means feasible to the applicant. The applicant desires to subdivide a parcel of land that currently has two single family dwelling units and one accesson structure into Lot I with a single-family structure and Lot 2 with a single-family structure and an accessory structure. There Is no additional land for purchase. 2. The applicant has demonstrated that granting this variance will not produce an undesi rable change in neighborhood character or detriment to the nearby properties. Per the applicant; there will be no physical change in the structures on the lot. The Board notes the single-family home on what world be Lot I will Page I of 2 SCALE: 1" = 150' remain a single-family home. 3. The Board notes the requested variances are considered substantial. However. this is mitigated by the fact that the prc-existing, non -conforming structures are not being externally modified in any way as to require larger variances than currently exist. The need for the variances arise from the desire to create a new subdivision lot line. 4. The Board finds these variances will not have an adverse physical or environmental effect on the neighborhood. Lot 1 will exceed the maximum imperviousness, however, the pre-existing, non -conforming structures are not being altered that would impact overall property imperviousness. 5. The alleged difficulty is self-created insofar as the applicant desires to subdivide the property, but this is not necessarily fatal to the application. It is so moved. Dated: March 4, 2024 Passes by the following votes: AYES: 6 (G. Simpson, S. Gaston, 0. Maxwell, C. LaPointe, J. Cohen, B. Dailey) R.ECUSED: NAPES: This variance shall expire 18 months following the filing date of such decision unless the necessary building permit has been issued and actual construction begun as per the. Unified Development Ordinance. l hereby certify the above to be a full, true and correct copy of a resolution duly adopted by the Zoning Board of Appeal s of the City of Saratoga Springs on the date above mentioned, six members of the Board being present. SIGNATURE: CHAIR DEPT, Page 2 of 2 03/05/2024 DATE RECEIVED ACCOUNTS i SLDcivision Application Saratoga Springs, NY 12866 SHEET INDEX: SITE STATISTICS TOTAL AREA: TAX MAP PARCEL NUMBER: ZONING: PLANNING BOARD NOTICE CITY OF SARATOGA SPRINGS PLANNING BOARD u City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel:518-587-3550 fax:518-580-9480 www, sararoga-sp rings, org NOTICE OF DECISION IN THE MATTER OF THE APPLICATION NO. 20240585 OF DAVID NORTON 86 LUDLOW STREET SARATOGA SPRINGS, NY 12866 September 25, 2024 0.25 ACRES LAND TO BE SUBDIVIDED INTO (2) LOTS 166.53-2-32 UR-3, URBAN RESIDENTIAL OF DECISION: CHUCK MARSHALL, Chair MARK PINGEL, Vice Chair KERRY MAYO WILLIAM MCTYGUE PATRICIA MORRISON MICHAEL KING TONY STELLATO Involving the premises with Tax Parcel ID# 166.53-2-32, in the City of Saratoga Springs, on an application for final plat review of a proposed two -lot subdivision within the Urban Residential - 3 (UR-3) District with the Planning Board who met on September 12, 2024 and made the following decision(s): In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA short Environmental Assessment Form Parts I and 11, made a motion to issue a Negative SEQRA Declaration on January 25, 2024; And, in accordance with the purpose and objectives set forth in the City's Unified Development Ordinance Article 14 "Subdivision Approval", the Planning Board issued the following decision: 0 Approve final subdivision plat (dated July 22, 2024) with the following conditions: I . Final plat shall incorporate a modified driveway width of 18.1' (per revised layout, received 8/28/24). 2. Applicant shall satisfy all technical comments provided by the Engineering Dept./DPW. 3. Future development on lot 2 shall be limited to a two-story structure. The height of future structures on lot 2 shall not exceed the height of structures on lot 1. The applicant is required to complete the following prior to signing of the final plat by the Planning Board Chair: • Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on- and off -site improvements. • Submit two (2) mylar and two (2) paper copies of the final approved subdivision plat for signature by the Planning Board Chair. • File the signed final subdivision plat with the Saratoga County Clerk within sixty-two (62) days as provided in Article 3, Section 32 of General City Law. Approval of the final plat expires within one year after the resolution granting such approval unless all requirements stated in such resolution have been certified and completed per Article 14 of the UDO. September 26, 2024 Date filed with Accounts Dept. Chair cc: Building Dept., Accounts Dept., Applicant/Agent, File MH 3 RIM=307.94 3 3 3 in 3 V) 3 3 \ 3 3 Ld Z Q Z J W3 H� Q z a \ 3 v� G G 3 G 0 G 3 U 3 O TOP: 307.59 307.30 \ +307.55 BOT.307.32 m � I 3 \ U 1 CONC. WALK U Z ti OI ' 3 I1 GAS VALVE O QS I 1 '3 ) 16"MPL. 0 l� �VEn � o I �+0307.42 307.19 307.:L_Sn SA SO WYA U a_ 0 a 308.49' / HOUSE SAN. CLEANOUT ------ CONC. APRON------ FFE=309.70 5' SETBACK 5" IRON SAN. SEWER S84'15'22"E -67.95 - 85.00' 2 STY. WOOD r7PAU17 un1 ic17 PGA PORCH �g GAS METER 2.0' TO EDGE CONC, 1.0' TO EAVE r-- Lot 1 STEPS 3,211 s. f. or 0.074 ac. S05'56'00"W 7.00' N51r130786 21'09"E 7.69' 307.70 3 ✓ / iCONCRETE DRIVEWAY W. ww w w----- 3 l o N i z �Q .. -S84 "15'22 "E 61.56' O , \ 00 � O Z o5/8'IR. - 307.07 3 +�9 < 307.00 cn 3 \ 1 3 \ 3 \ 3 3 3 3 I Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. O� Q 16"MPL. / +307.46 CROSS LOT UTILITY AND DRIVEWAY EASEMENT +307.55 Map Legend • 5/8" steel rod set with a tag o marker found, labeled 0 utility pole - - overhead wires /- wood fence -o-o-o- chain -link fence $307.68 24" CEDAR STUMP 20' HIGH Deed Reference: David M. Norton Inst. #2017033076 -FJ r � I 0 z •-a � 0 E U N � cr_ N 0- n/f Christopher J. and Francesca Paschal 307.69 Inst. 112019001403 +306.51 I 1 06.86 I / +306.74 I I \ I CARRIAGE HOUSE - - - - ( \ 'j 307.65--------- \3Q1 I 307.56 S84'1522 "E 215. 00' / GATE n 307. I CONC. +307.47 130. 00' - - - - - - - -' - - - - - � 0, 307.38 0 +307.71 r 307.79 7.17 I 1 5' SETBACK 0Cq 10 0 1 I w N;n O m 1 O 1 0 1 �0 00 w I 1 01 Lot 2 7,678 N ( o 1 Z s.f. or { 307.58 CONCRETE a `'' I GARAGE cY� I IILO O 0.176 a C. DRIVEWAY a m I o 1 O OVERHANG 1 1 � I I Y }-307.73 8. ' 6 ELEC. METER - EAVES r ,---------- - I in N II I 0 O ------- 307.83 I 1 p N 1 1 1 307.60 I + .� J iN FFE=310.09 I PORCH & 1 I 0I I. 19.4' o N11 Q STEPS _ - L0 0 - w w 1 ---- 307.63 I1 +307.73 CONCRETE +307.66 2 STY. WOOD PERGOLA L - -� I FRAME HOUSE CL +307.74 I +307.62 I L N 01 N --- A/C UNIT i1 1 7' SETBACK 11 307.47 - - - - +307.31 -f -307.24 +307.60 01 11 1.3' - --�07.37 307.01 +307.30 307.45 0 0 5/8"IR. +307.82 N84'15'22 "W 215.00' n/f Deborah A. Koransky Bk1321 P705 Map References: 1. "Survey for Richard C. McConnell and Christopher C. Cuccio" dated June 27, 1984 by Bruce Hawks, filed in the Saratoga County Clerk's Office as Map M-110 and M-117. 2. "Map of Lands of Christopher and Francesca Paschal" dated May 6, 2022 by Thompson -Fleming Land Surveyors, P.C. CEDAR ROW Survey Notes: 1. Elevations are based on NGVD 1929 datum. 2. The location of underground utilities shown on this plan are for information only, and all utilities may not be shown. The owner or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the owner or contractor due to the failure to contact the proper authorities shall become the responsibility of the owner or contractor. -f -307.66 Certification IT IS HEREBY CERTIFIED TO DAVID M. NORTON that the map was prepared in accordance with the current existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors, Inc. The certification is limited to persons for whom the boundary survey map is prepared, to the title company, the governmental agency, and to the lending institution listed on this boundary survey map. Planning Board #24.0585 Approved and r �hority of a resolution adopted 7 2 7 by the Planning Board of the City of Sa atoga Springs. r �12 / 1 kV7Zr s o �n ate Signed Z V O C �J o '^ N ?V!\ (n �7 3 ' //� w O O U Lfi I I a0 � > 0 10<j ® W � A � ®Z z 73 C a� J D Cq N Subdivision Plan / ®IF lVEjl,\\ M. Tyo y0 ti s vJ Z �0 4/3/24 TOPOGRAPHY ADDED 1 /23/24 LOT LINE REVISION DATE DESCRIPTION REVISIONS DATE: May 12, 2023 JOB NO.: S23-110.24 TAX MAP: 166.53-2-32 SCALE: 1 " = 10' 5 0 5 10 S23-110.24 P: \NO\Norton, 86& 86A Ludlow St S23-110\S23-110 Norton Subdivision & Topo.dwg SAWCUT AT NEAREST JOINT AND REMOVE SIDEWALK SAWCUT AND REMOVE, PAVEMENT AND CURBING O 11 J 0 � I J EXISTING TREE TO REMAIN 1 TREE PROTECTION C-4 FENCING SAWCUT AT NEAREST JOINT AND REMOVE SIDEWALK SAWCUT AND REMOVE PAVEMENT EXISTING 6" WATER MAIN EXISTING 8" SANITARY SEWER MAIN LEGEND EXISTING 5" IRON SANITARY LATERAL TO REMAIN. CONTRACTOR TO CAMERA THE EXISTING LATERAL TO CONFIRM THE PIPE IS IN ACCEPTABLE CONDITION. IF THE EXISTING LATERAL IS DAMAGED, THE CONTRACTOR SHALL REPAIR AND REPLACE THE PIPE. I � ,�� .'�se .e^',�d�,a •��.`' J..a"�` �•.R'�.'u�,..`` .Ff:...:•`„ re ``rye.,.+ .• �. .F'•. s' .'. a a����.+ �^`n`� e� o.':^``'A�. I F •.£`•� .t" f,:e �,.^`� ..�.^"• .'.+f'�`. 'P�... e"�f^ .oFf J.a'�<�'�R �.+`�``3 �:�'. SAN :GAS. G` 1�-G CLEANOUT METER 1 i r ..-.... .......... ------------ 0 W V t - - PROPERTY LINE _. �.._._ __.___._._ -_----------- EXISTING CONTOURS W EXISTING WATER - - - -- EXISTING OVERHEAD ELECTRIC -SA-SA EXISTING SANITARY G EXISTING GAS xxxxx REMOVALS SAWCUT ...... ...... - TREE PROTECTION FENCING Lull 1110 01 o 0011 LIMIT OF DISTURBANCE (0.04 AC) SF SILT FENCE 3 C LU 0 U FE=3!t3. r 0 EXISTING RESIDENCE 86 LUDLOW STREET w IF SIF sIF if : tl , C 4 SILT FENCE #`.,mn Z. U` 0W The LA GROUP Landscape Architecture & Engineering P.C. Peop/e. Purpose. PCace. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.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 n/f Christopher J. and Francesca Paschal Inst. #2019001403.._; �l : - - - - - SF _.) -sF _ _. __..... _._._._...__._.. _.._._._....... ____...........__..._....._ .._ 3 I -SF - F --sF� ,i +M - _.._... __........ _. L_ EXISTING GARAGE 307 se r-1 ---------- 833 .� I I t FF`9 �:--3ti.;; SA 5A ' L ----- -- SAWCUT AND L = - - - REMOVE PAVEMENT _.._---- ......__ j I w w w w w I L __._.__...... __..... 0. EXISTING RESIDENCE �I - 86-A LUDLOW STREET € € I 5F\ EXISTING 4" COPPER ......_..._._ _ ... _...........___ ■' ,� SF /�`307.62I WATER LINE TO REMAIN - REMOVE WATER SERVICE F S NSF \ #OAFS CONNECTION TO 86 ? NSF ;.TUMP 20' h€.,is LUDLOW STREET �' o -SF -SF -SF F a a -- ---- o. a ^; . CAP AND ABANDON EXISTING SANITARI SERVICE r - AJ J 6MULBERR`{ EXISTING CONCRETE DRIVEWAY GENERAL NOTES 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "SUBDIVISION PLAN", DATED 5/12/23, AS PREPARED BY THOMPSON FLEMING. 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, n/f Deborah A. Koransky Bk 1321 P705 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 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. SITE PREPARATION NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER 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. 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. 5. 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. 6. 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. 307.74 107.82 10 5 0 2 4 6 810 Scale: 1" = 10' REMOVALS NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER 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. 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. Planning Board # 24.0585 ADDfoyal A7 /approved under authority of a resolution adopted 9 2 by the Planning Board of the City of Saratoga Springs. �a'r ers Date Signed Prepared for: David Norton 86 & 86A Ludlow Street Saratoga Springs, NY 12866 Project Title: 86 & 86A Ludlow Street Subdivision 86 & 86A Ludlow Street Saratoga Springs, NY v,- i'd LZ Vj/ Y �Ae a. O,Q C. 491331 Project No.: 2023055 Design: ERS Drawn: ERS ChVcld DBH Date: 09/19/2024 Scale: 1"=10' Rev: Description: Date: Drawing Title DEMOLITION AND REMOVAL PLAN Drawing No. W-1 ji li t EXISTING COBRA LIGHT t 11 t � 1 € i € 1 1 t 1 I W Ef W or 101 16'WPL. 0 _�...-........ - .S I I I I I I I I I I 7- _�-- . /� CONCRETE tC�'- SIDEWALK 6" CONCRETE 7 CURB C- ASPHALT 2 PAVEMENT C-4 CONCRETE SIDEWALK C-4 EXISTING OVERHEAD ELECTRIC a 3 CONCRETE WALK TO REMAIN TO BE ALIGNED WITH EXISTING DOOR LOT 1 EXISTING RESIDENCE 86 LUDLOW STREET - ---J 4' CROSS LOT UTILITY AND DRIVEWAY EASEMENT PROPERTIES WITHIN 300 FEET n/f Christopher J. and Francesca Paschal Inst. #2019001403 LEGEND - - PROPERTY LINE EXISTING OVERHEAD ELECTRIC ASPHALT PAVING 1. .y .. C CONCRETE SIDEWALK CONCRETE OR ASPHALT PAVING E/,` CROSS LOT UTILITY AND DRIVEWAY EASEMENT I I I I I I 1---------------- - - - - - - - - - - - - R=30' i r------------------I _ Y € I ........... ;:_ _ •i .=-' EXISTING GARAGE i ------ I.. ----------� r LOT 2 L_ _ 'J I SEE HEIGHT- __- ---------- ----- I CONDITION NOTE 1 L - - - - t I EXISTING RESIDENCE L _ _ 86-A LUDLOW STREET RESTORE DRIVEWAY l -......... i % n/f Deborah A. Koransky Bk 1321 P705 Parcel Number Location Owner Name Lot Size (Acres) Parcel Number Location Owner Name Lot Size (Acres) 166.53-2-23 96 LUDLOW ST TILLOTSON, MADELINE J 0.19 166.53-2-62 97 LUDLOW ST PURDY, KENNETH ERIC 0.19 166.53-2-25 92 LUDLOW ST 92 LUDLOW LLC 0.37 166.53-2-65 99 LUDLOW ST PENNELL, ANTHONY 0.2 166.53-2-27.2 8 JUMEL PL PERRI, MICHAEL P 0.33 166.53-2-75 LUDLOW ST ITY OF SARATOGA SPRING 0.03 166.53-2-29 90 LUDLOW ST MOORE, CHRISTOPHER W 0.24 166.53-2-76 84A LUDLOW ST KORANSKY, DEBORAH A 0.77 166.53-2-31 88 LUDLOW ST PASCHAL, CHRISTOPHER J 0.25 166.53-2-78 4 JUMEL PL TOOLE, NANCY E 0.19 166.53-2-34 229 CAROLINE ST PFEIFLE, KAREN F 0.17 166.53-2-79 95 LUDLOW ST MADIGAN, HEATHER 0.19 166.53-2-35 225 CAROLINE ST LEIPONIS, ROBERT 0.17 166.54-1-26 241-243 CAROLINE ST 37 GREENFIELD LLC 0.21 166.53-2-36 221 CAROLINE ST WOLPERT RENTALS LLC 0.18 166.54-1-27 239 CAROLINE ST BETHEL, IRENE C 0.21 166.53-2-37 82 LUDLOW ST MONROE, HARRY C 0.07 166.54-1-28 237 CAROLINE ST WALZER, SUSAN H 0.17 166.53-2-38 217 CAROLINE ST FOX, KURT 0.08 166.54-1-29 235 CAROLINE ST MILLHAUSER, STEVEN 0.17 166.53-2-39 81 LUDLOW ST BRAXTON, HARRISON H 0.16 166.54-1-30 233 CAROLINE ST DOYON, STEPHANE 0.17 166.53-2-40 215 CAROLINE ST RITZENBERG, KENNETH S 0.1 166.54-1-31 231 CAROLINE ST KIEHL, JM 0.19 166.53-2-41 209 CAROLINE ST MESSINGER, MIRIAM 0.1 166.54-1-35 18 JUMEL PL CLARK, JACKLYN B 0.18 166.53-2-42 207 CAROLINE ST BRITT, LAWRENCE R 0.18 166.54-1-36 16 JUMEL PL CLAYDON, ROY C 0.18 166.53-2-43 203 CAROLINE ST SCHYNOLL, GERALD K 0.18 166.54-1-37 14 JUMEL PL PROULX, DONALD A 0.18 166.53-2-44 199 CAROLINE ST BANNER, PHYLISE 0.21 166.54-1-38 12 JUMEL PL EVANS, WILLIAM R 0.18 166.53-2-50 228 NELSON AVE CASEY, JANET G 0.15 166.54-1-41.1 84B LUDLOW ST AMLING, JEFFREY S 0.96 166.53-2-51 230 NELSON AVE KARBOCUS, KIRA 0.24 166.61-2-11 204 CAROLINE ST HORN, MICHAEL G 0.39 166.53-2-52 87 LUDLOW ST CONNORS, JENNIFER P 0.28 166.61-2-12 75 LUDLOW ST FLEMING, DANIEL J 0.11 166.53-2-53 89 LUDLOW ST PARLIMAN, MARY K 0.18 166.61-2-13 220 CAROLINE ST COLE, THOMAS J 0.23 166.53-2-54 232 NELSON AVE TRAUTNER, JOHN A 0.16 166.61-2-15 228 CAROLINE ST MACGREGOR, JASON 0.17 166.53-2-55 238 NELSON AVE AMMON, CLIFFORD 0.25 166.61-2-16 230 CAROLINE ST CATALFIMO, MICHAEL J 0.24 166.53-2-56 91 LUDLOW ST SKINNER, MARNY G 0.18 166.62-1-1 236 CAROLINE ST PORTER, BETSEY L 0.22 166.53-2-57 93 LUDLOW ST MARTIN, MARY 0.15 166.62-1-2 238 CAROLINE ST VOGEL, ROBERT J 0.16 166.53-2-59 240 NELSON AVE BARTLETT, KEVIN R 0.25 166.62-1-3 244 CAROLINE ST SCHMID, RAPHAELA 0.37 166.53-2-60 242 NELSON AVE ANTALEK, FRANCIS M 0.22 166.62-1-4 246 CAROLINE ST JOHNSON, RANDALL J 0.4 100 50 0 20 40 60 80100 Scale: 1" = 100' 5,,81,IR. STATISTICS 10 5 0 2 4 6 810 Scale: 1" = 10' IMPERVIOUS COVERAGE: LOT 1, 73% LOT 2, 61 % 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 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. LOT 2 HEIGHT CONDITION NOTE AS A CONDITION OF THE SUBDIVISION APPROVAL ISSUED BY THE CITY OF SARATOGA SPRINGS PLANNING BOARD, SEPTEMBER 12, 2024: THE BUILDING HEIGHT ON LOT 2 MAY NOT EXCEED TWO FLOORS PLUS AN ATTIC SPACE. Planning Board # 24.0585 AR r� oval Approved under authority of a resolution adopted 2, 6y the Plann' Board of the City of Saratoga Springi. r h in Date ±rs o Signed l� �, mom The LA GROUP Landscape Architecture & Engineering P.C. People, Purpose. Piace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for: David Norton 86 & 86A Ludlow Street Saratoga Springs, NY 12866 Project Title: 86 & 86A Ludlow Street Subdivision 86 & 86A Ludlow Street Saratoga Springs, NY pF N1 0 I W 91339 Project No.: 2023055 Design: ERS Drawn: ERS Ch'k'd: DBH Date: 09/19/2024 Scale: 1"=10' Rev: Description: Date: Drawing Title LAYOUT PLAN Drawing No. C-2 NEAREST HYDRANT 255' NORTH EXISTING 6" WATER MAIN SANITARY LATERAL 4 CONNECTION C 3 6" SDR-26 PVC @ 2.0% MIN SLOPE WATER LATERAL CONNECTION C-4 4" COPPER TYPE K 4" CURB BOX AND GATE VALVE EXISTING 8" SANITARY MAIN NEAREST HYDRANT 260' SOUTH GRADING NOTES: N n 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: David Norton 86 & 86A Ludlow Street Saratoga Springs, NY 12866 n/f "�" ",€'•�,r`"""^``` ....�,," ,. �"*,a"`mom.... ��,,, .�•� ,�F r""`"",• '`",, "''•,,.... Christopher J. and Francesca Paschal Inst. #2019001403 G I SAN GAS �- CLEANOUT METER I tl 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 05/12/23 PERFORMED BY THOMPSON FLEMING. 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. T 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. 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. 19. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED, 20, 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). SERVING TO REMAIN ( \ L_J �---- fi - - -------- --J n/f Deborah A. Koransky Bk 932 1 P705 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 CITY ENGINEER. 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 - w PROPOSED WATER LINE - SAN PROPOSED SANITARY LINE SA SA-- EXISTING SANITARY LINE w EXISTING WATER LINE - - --- - EXISTING OVERHEAD ELECTRIC 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board # 24.0585 Approval Approved under authority of a resolution adopted 91 i by the Planning�B/o/aNrdY of the City of Saratoga Sprin4s. 'gne C Project Title: 86 & 86A Ludlow Street Subdivision 86 & 86A Ludlow Street Saratoga Springs, NY cc Li ru ZN 2 �000 091339 '40fiESS10�P . Project No.: 2023055 Design: ERS Drawn: ERS Ch'k'd: DBH Date: 09/19/2024 Scale: 1"-10, Rev: Description: Date: Drawing Title UTI LITY PLAN Drawing No C-3 3 (rao LL 6 N N N Q O K rn a_ Y o> C7 @E 0 Z >. amLL i 0i &I , r"Emm, w_ DBH = X INCHES CRITICAL ROOT ZONE _ WITHIN X FEET FROM TRUNK NOTE: MEASURE DBH OF TREE IN INCHES. THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROM THE TRUNK THAT SHOULD BE PROTECTED BY FENCING DETERMINING CRITICAL ROOT ZONE SINGLE TREE CHAIN LINK CRITICAL ROOT ZONE MULTIPLE TREES CHAIN LINK CRITICAL ROOT ZONE o vv Vv (lQ NOTES. r n �I O j p �J 1. TREE PROTECTION ON FENCING SHALL BE ERECTED O ` AT THE EDGE OF THE CRITICAL ROOT ZONE OR C7 � C7 BEYOND PRIOR TO THE START OF ANY FENCING POST CONSTRUCTION ACTIVITY. TREE PROTECTION AREA 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH STOCKPILING PROHIBITED TREE SHALL EXTEND FROM THE TRUNK A MINIMUM CONTINUOUS DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK CHAIN LINK FENCING DIAMETER, OR 6', WHICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, a AND BE CONSTRUCTED OF CHAIN LINK. - Z 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS v DRIVEN 2' (MIN.) INTO THE GROUND. POSTS MUST AVOID MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN 10' APART. 5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE FENCING FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER. 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN 10'-0" MAX. A VISUALLY PROMINENT LOCATION. TREE PROTECTION FENCING Cn o Q 0 �ofy o0 wuJ o D m TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM 407-0102 DILUTED 31NDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION COMPACTED GRAVEL - VYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR 3EOTEXTILE FABRIC, MIIRAFI 50OX SUBGRADE 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. 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 STANDARD 11/2" 3" 12" ROADWAY TREE BELT FINISHED GRADE CURB SEE NOTE SIDEWALK ROADWAY \\ \\ \ \ \> \\ NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. z 0 3/4" COPPER TUBING (TYPE K) CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008 3/4" 31 �0o EXISTING WATER MAIN CURB BOX; MUELLER 5'-6"± MODEL H-10314 (IN TURF) MODEL H-10334 (IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) z CURB STOP; MUELLER ORISEAL MODEL 2 H-15209 COMPRESSION, MODEL H-15219 q (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR "0 1" SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY 3/4" MIN, SIZE TYPE K COPPER PIPE SOLID CONC. BEARING BLOCK OR C.I. FOOT WATER LATERAL CONNECTION Scale: NTS Scale: NTS 6" SADDLE WITH STAINLESS STEEL STRAP PER MANUFACTURERS RECOMMENDATION, ROMAC INDUSTRIES, INC. EXISTING SEWER MAIN 45° OR 300 BEND AS REQ'D 45° OR 30° BEND AS REQ'D I` SEWER LATERAL O SLOPE: 2% MIN. (1/4" PER FOOT) SANITARY LATERAL CONNECTION BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR — PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE Scale: NTS BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 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 SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS 8 EXIST. PVMT. SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT, MIN VF-V ITEM DEPTH MATERIAL METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL COVER COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL COMPACTION CU rctrtrc I TO NEW PVMT. DETAIL UJ > > 0 is 00 BURIED METALLIC LU z z IDENTIFICATION Q WARNING TAPE w ( o CO V FINAL TRENCH BACKFILL - � X Q " �n c 4 "� �,� ., (SEE NOTE) � > o 10 PIPE ZONE BACKFILL 0 PIPE ZONE BEDDING MAT'L z PIPE O.D. + 24" `o MIN. PIPE TRENCH 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 - S O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) 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 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 THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO MIN. OR AS ORDERED BY CITY ENGINEER BE 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 SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED EXPOSED TO FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE AUTHORITY MINIMUM SPECIFICATIONS. MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL MEET OR EXCEED THESE SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE SPECIFICATIONS 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 CONCRETE PAVEMENT ON GRADE Scale: NTS NOTES: 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. FINISH" RADIUS NOTE: GRADE 6" EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. `: PAVEMENT a' . Co CAST -IN -PLACE CONCRETE CURB, SEE CONCRETE J�£��;\3 SPECIFICATION 4.GRAVEL COMPACTED y : TO 95% STANDARD Co _ °' \ 0PROCTOR SUBGRADE COMPACTED TO 90% FULL CURB AT LAWN STANDARD PROCTOR 6" CONCRETE CURB Scale: NTS Scale: NTS 10' MAX. ❑ TO ❑ 36" MIN. FENCE POST 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND ........................ FILTER FABRIC o w >LU ............................................................................... — 0 co0 0 a: N Cfl Q CY ' O - 0 J J Q z FLOW — w m w 00 — :Y. >O Q z � u_ co EMBED FILTER CLOTH MIN. 6" INTO GROUND PERSPECTIVE FILTER FABRIC; FASTENED SECURELY VIEW TO FENCE POSTS W/ STAPLES SECTION 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 Planning Board # 24.0585 Droyal Approved under authority of a resolution adopted PP Y by the Planniip Bo r of the City of Saratoga Springs. Chairperson Date Signed Scale: NTS kcomml 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: David Norton 86 & 86A Ludlow Street Saratoga Springs, NY 12866 Project Title: 86 & 86A Ludlow Street Subdivision 86 & 86A Ludlow Street Saratoga Springs, NY Project No.: 2023055 Design: ERS Drawn: ERS Ch'k'd: DBH Date. 09/19/2024 Scale: NTS Rev: Description: Date: Drawing Title DETAILS Drawing No C-4