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HomeMy WebLinkAbout20260094 29 Myrtle St Subdivision Plans As-ApprovedMyrtle Street Subdivision PROJECT LOCATION MAP: Q SCALE: 1 "=150' PROJECT VICINITY MAP: Q PREPARED BY: The LA GROUP kc�) P 518/587-8100 F 518/587-0180 www.thelagroup.com Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley www.thelagroup.com Saratoga Springs New York 12866 SCALE: 1 "=600' SURVEYOR: Thompson Fleming Land Surveyor, L.C. 12 Lake Avenue Saratoga Springs, NY 12866 Voice: (518) 587-5665 Fax: (518) 587-5772 SITE STATISTICS TAX MAP PARCEL 165.49-2-30, 165.49-2-28 ZONING DISTRICT MIN. LOT AREA MIN. AVERAGE WIDTH (FT): MAX. BUILDING COVERAGE MAX. IMPERVIOUS SURFACE COVERAGE MAX. BUILDING HEIGHT MIN. FRONT SETBACK MIN. INTERIOR SIDE SETBACK MIN. CORNER SIDE MIN. TOTAL INTERIOR SIDE SETBACK MIN. REAR SETBACK PARCEL SIZE 0.40 AC, 0.32 AC UR-2: URBAN RESIDENTIAL 6,600 S.F. 60 FT 40% 70% 40 FT 10 FT 8 FT 10 FT 20 FT 25 FT PROPOSED USE: SINGLE FAMILY RESIDENTIAL APPLICANT: 29MYRTLESTREET, LLC PO Box 819 Saratoga Springs, NY 12866 CITY OF SARATOGA SPRINGS PLANNING BOARn City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel:518-587-3550 www.saratoga-springs.org NOTICE OF DECISION IN THE MATTER OF THE APPLICATION #2026094 OF 26 (MYRTLE STREET, LLC P.O. Box 819 SARATOGA SPRINGS, NY 12866 MARK PINGEL, Chair JOSEPH FERRANTE, Vice Chair KERRY MAYO WILLIAM MCTYGUE MICHAEL KING TONY STELLATO ALEX WHITE JENNIFER JOHNSON. Alternate Involving the premises at 29 Myrtle Street, with Tax Parcel ID# 165.49-2-30, 165.48-2-28, in the City of Saratoga Springs, on an application for final plat review of a proposed four -lot subdivision in the Urban Residential — 2 (UR-2) District; and, With the Planning Board who met on the application on April 23 and May 7, 2026; and Held a public hearing on April 23 and May 7, 2026; and, In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA Short Environmental Assessment Form Parts 1 and 2, the Planning Board issued the following decision on May 7, 2026 (Approved 6-0: Pingel, Mayo, McTygue, King, Stellato, White): © Issue Negative SEQRA Declaration 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 on May 7, 2026 (Approved 6- 0: Pingel, Mayo, McTygue, King, Stellato, White): 9 Approve final plat with the following revisions and conditions 1. Any trees removed will be replaced (preferably on -site) and shown on the "as -built" survey. 2. Existing cobra head light fixture situated on wooden utility pole to be removed. 3. Final plans shall be provided to the satisfaction of DPW. 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 in the amount approved by the City Engineer. • Submit a fee in lieu of dedication of recreation lands for four (4) new residential units ($8,000). • Submit one (1) mylar and two (2) paper copies of the final approved subdivision plat for signature by the Planning Board Chair within one year of approval. • File the signed final subdivision plat. 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. Myrtle Street, Saratoga Springs, NY 12866 August 31, 2026 SHEET INDEX: COVER S1 EXISTING CONDITIONS SURVEY C-1.0 SITE PREPARATION AND DEMOLITION PLAN C-2.0 SITE LAYOUT PLAN C-3.0 UTILITY AND GRADING PLAN C-4.0 SITE DETAILS C-4.1 SITE DETAILS CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4. THE CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY, 10. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Planning Board # 20260094 Approval Approved under a rity of a r o n adopted 2.ZO24 by the Planning Boaftof of a Springs. Chairperson Date Signed: ? 114 zouo n� Q) Location Map 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 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 inspection is the responsibility of the Applicant/Developer. 5. All proposed easements or rights -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 in the street or right of way of any City street or 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 Drawing. 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. Survey Note: There is to be a 10' wide utility easement across Lot 4 granted to Christopher and Shaunda Penny UR-2 AREA REQUIREMENTS I \ Churc h Maximum First Minimum Maximum Maximum Maximum Floor Elevation Principal Setbacks Accessory Setbacks Minimum Lot Building Impervious Building When Principal Interior Total Interior Corner Principal Lot Area Width Coverage Surface Coverage Height Building Within 20' of Side Lot Lines Front Rear Side Side SF, 2F Only Side Building Front Side Rear 6,600sf 10' Nonresidential: 60' 40% 70% 40' 4' or per 25' 8' 20' 10' 5' 5' 5' 5' 10,000sf Section 3.3.B Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyor's Seal is a violation of Section 7209 subdivision 2 of the New York State Education Law. Only apparent easements (if any) are shown on this survey. No abstract of title was available. U U w o w o \ o z TRAFFIC SIGNAL Street HAND HOLE BUS STOP SHELTER ON \ CONC. PAD -GONG. SIDEWALK - SIGN POST ..�57721,14 TRAFFIC SIGNAL �. _ E HAND HOLE PORC ( _ -'0 FROG SETBACK \ HOUSE A/C UNIT j \ Y 11.2' 4 a a I \y m m Lot 1 - - - - - - I 33 Myrtle a Street o � I i o 6,760 sq. ft or Cr Ili I o N 0.155 ac. � U I I U o I I 19 86' 10' SIDE SETBACK I O I S84 56'16 "E I N84 56'16 "W 96.62' o N I5/8"IR. 5/8"IR• S84 506"E 176.48' `r C>N d 8' SIDE SETBACK � C Io U U I�� M 1 N Lot 2 V) Q) o 1LQ 114- w 31 Myrtle Street o o 6,989 sq.ft or � `°I o 1 o N ) 0.160 ac. o oz�1 1 C' 12' SIDE SETBACK 1 5/8"IR.Io 1"IP.1 N84 56'16"W 116.48' c�--- -- -- ------ ---• S84 56'16 "E 116.48' 8' SIDE SETBACK 5/8"IR. 0 of CONIC. PADD I 2 STY. WOOD 1 � 1 \ 50.2' SE 29 AMYRTLSE OEUST, CONC. WALK O C O I I Y WOOD 2 .4 Q� � I � � DECK a ' Y 7 m PORCH ¢ j STEPS I v7 pl C t p Q WOOD ❑ EAVES ELEC. 1­_ O ii K l O I w WALK A/C METER p I� Of UNIT r 1 o Lot 3 Lj (�i1 1 29 Myrtle Street i GRAVEL DRIVE ; o I 8,154 sq.ft or \_ 0.187 ac. 12' SIDE SETBACK d 1 1 N84 56'16_'W 116_48' O 584 56'16 "E 116.48' d' �p I 8' SIDE SETBACK 1 O C C I I co o Cr7 7 � C (Z 1 � owl / lie / PO / 2k. )ESTRIAN / RNING SUJ2FACE TRAFFIC SIGNAL POLE 3 m 1 w 1 0 Lot 4 27 MQ� Street 0 I Liyrtle 9 319 ft `` 1 sq. or _J LO N 0.214 ac. - I \ S76.1 1 , 39»E 59.55' 10' 1 o WIDE EASEMENS7'"E 57.84' SEE SURVEY NOTET 26 -�_ NN76'15'39"yy 58.34, 12' SIRE SETBACIt o N79'53'26"W 0 -----_ o 2.63---0 St N84 506 "�V 116.48 5/8"IR. C) e Cf) QLI I I HOUSE Q Ym O � cn 0 w 0 0 F- U ry 0 w 0 z n/f John and Karen Perron Inst. #2025009345 POLE ANCHOR TER VALVE ELEC. HAND -POLE II � YDRANT \ O O N O •.+� N O z Q � O U N N Map Legend • 5/8" steel rod set with a tag o marker found, labeled 0 utility pole X lamp post - - overhead wires -o chain -link fence /- wood fence Deed References: 1. 29MYRTLESTREET, LLC Inst. #2010038781 2. STSOCKS, LLC Inst. #2015031618 Map References: 1. "Map of Lands in the Village of Saratoga belonging to James H. Darrow & Geo. Young, Jr." dated April 21, 1854 filed in the Saratoga County Clerk's Office as Map on Card 2 Pocket 2 Folder 3. 2. "Map of Bennington Terrace" filed in the Saratoga County Clerk's Office as Map AA-94. 3. "Lot Line Adjustment 29MYRTLESTREET, LLC and STSOCKS, LLC" dated Feb. 17, 2025 revised 5/27/25 by Thompson -Fleming Land Surveyors, P.C. and filed in the Saratoga County Clerk's Office as Map M2025100. Planning Board #20260094 Approved under authority of the Chairman of the Planning Board of the City of Saratoga Spr' s per Subdivision Regulations, Arti Chai erson Date Signed C )­ 0CIO z C O V! i ^ 1 � � W •C co �Q V! O N o n1 W (� O � v u7 uj I ao ca x C] w a I� ®z z DC N N SUBDIVISION PLAN 6/3/26 SUBD. REVISED, EASEMENT DATE DESCRIPTION REVISIONS DATE: May 28, 2025 JOB NO.: S24-124.24 TAX MAP: 165.49-2-28,29.2,30 SCALE: 1 " 10 = 20' 0 10 20 S24-124.24 P: \H\Herzog, 264 Church St S24-124\S24-124 Herzog SUBDIVISION.dwg r. r ==—r---sue- ----9F-—�-�--- -- -ST II TREE C-4.0 PROTECTION FENCE, TYP. �kJ REMOVE .� TREES, TYP. 20 10 0 5 10 15 20 Scale: 1" = 20' LEGEND GENERAL NOTES LOW 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 2/27/2025, AS PREPARED BY THOMPSON FLEMING LAND SURVEYORS, P.C. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. The LA GROUP 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 Landscape Architecture & Engineering P.C. LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR PeopCe. Purpose. Pierce. DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR NY 12866 www.thelagroup.com SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED Unauthorized alteration or addition to this LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. document is a violation of Section 7209 of the ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES New York State Education Law. SHALL BE BORNE BY THE CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY © the LA Group 2017 BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. Prepared tor.- 5. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 29 MyrtleSteet, LLC 6. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING PO Box 819 VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR Saratoga Springs, NY 12866 SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 7, 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. 8. 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. 9, 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. 10. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 11. 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/OWNER'S REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2, ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES, 3. 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. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. 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. 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. TREE REPLACEMENT NOTE: 1. SIGNIFICANT TREES (3" DBH AND ABOVE) REMOVED ON THE SITE SHALL BE REPLACED WITH ONE (1) TREE FOR EVERY 8" DBH OF TREE REMOVED (I.E.- 24" TREE REMOVED TO BE REPLACED WITH 3 TREES). TREES ARE TO BE REPLACED ONSITE AND SHOWN ON THE AS -BUILT SURVEY. PROPERTY LINE ■�������■ SAWCUT xxxxxxxxx REMOVE ITEM - SF SILT FENCE r X 1 TREE PROTECTION FENCE Planning Board # 20260094 Approval c / Approved under authority of lution adopted t�(� by the Plannin rd o ity Saratoga Springs. Chairperson Date Signed: '� ( C. 2 9 Project Title: Myrtle Street Subdivision Myrtle Street Saratoga Springs NY, 12866 r (r W m W T�dA PESS1& Project No.: 2025080 Design: BCS Drawn: MLD Ch'k'd: DRC Date: 8/31/2026 Scale: 1"=20' Drawing Title SITE PREPARATION AND DEMOLITION PLAN Drawing No. C-1.0 i 10' WIDE UTILITY EASEMENT AREA 1 LEGEND 1 I 1 ``.'f ,. FRONT'SETBACK'10' r- ..................... EXISTING PROPERTY LINE NEW PROPERTY LINE - - - PROPERTY SETBACK PROPOSED ASPHALT DRIVEWAY XXPROPOSED ASPHALT PAVEMENT (ROAD REPAIR) PROPOSED CONCRETE SIDEWALK CONTROL JOINT EXPANSION JOINT - DECORATIVE STREET LIGHT I I I Z. EXISTING TREE -EXISTING SIDEWALK TO REMAIN CONCRETE SIDEWALK, TYP Planning Board # 20260094 Approval �^ Approved under authority of a resolution adopted by the Pliw2ing Boar City of Saratoga Springs. /Y Chairperson 4 Date Signed: 4.0 DECORATIVE STREET LIGHT FLUSH CURBING, TYP. RESIDENTIAL 4 DROP CURB, TYP. RELOCATE SALVAGED STREET - SIGN, COORDINATE WITH DEPT. OF PUBLIC SAFETY Scale: 1:20 BUILDING NOTE 1. THE HOUSE ON LOT 1 SHALL HAVE THE FRONT OF THE HOUSE FACING CHURCH STREET NY9N } Y 1 20 10 0 5 10 15 20 14 , 25 }271 0 16 Scale: 1" = 20' o 12 _ 2q 23' y 8 \ " jy MARVIN ST c Drawing Title m 20' -- z 34 30 ; . - 141146 1 47 Z SITE LAYOUT PLAN 3 35 " 43 Q4 _ .1L Cn CCD 3342 38 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. 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. PLANT LIST SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES TA 3 Tilia americana American Basswood 2"-2 1/2" Cal. B&B QR 3 Quercus Rubra Northern Red Oak 2"-2 1/2" Cal. B&B NS 3 Nyssa Sylvatica Black Tupelo 2"-2 1/2" Cal. B&B PROPERTIES WITHIN 300 FEET: LBL PARCEL # LOCATION OWNER NAME AC 1 165.-1-20.11 Church St Sara Golf Polo Club 5.98 2 165.-1-44 Church Street Saratoga Hospital 15.76 3 165.-3-35 211 Church St Saratoga Hospital 10.47 4 165.41-1-28 35 Myrtte St Saratoga Springs Hospital, Inc 2.48 5 165.49-1-10 Bensonhurst Ave Rear Bird, William Bouton 0.02 6 165.49-1-11 10 Bensonhurst Ave Oreilly, Jo -Ann M 0.23 7 165.49-1-14 9 Bensonhurst Ave Kivtehan, Conor 0.14 8 165.49-1-21 58 Newton Ave Klepetar, Colin 0.21 9 165.49-1-28 62 Newton Ave A Levine Realty Llc 0.29 10 165.49-1-29 11 Bensonhurst Ave Preece, Connor D 0.27 11 165.49-1-3 286 Church St A Levine Realty Llc 0.52 12 165.49-1-30 7 Bensonhurst Ave Haley, Jennifer A 0.3 13 165.49-1-5 268 Church St Finch, Harriet M 0.21 14 165.49-1-6 266 Church St Taub, Joan 0.18 15 165.49-1-7 264 Church St Stsocks Llc 0.17 16 165.49-1-8 Bensonhurst Ave Penny, Christopher 1 0.11 17 165.49-1-9 6 Bensonhurst Ave Penny, Christopher J 0.15 18 165.49-2-20 61 Marvin St Abbott, Florence 0.1 19 165.49-2-21 65 Marvin St 254-258 Church Street 0.14 20 165.49-2-27 23 Myrtle St 29myrtlestreet Llc 0.14 21 165.49-2-29 Church St Stsocks Ltc 0.1 22 165.49-2-31 Myrtle St 31myrttestreet Llc 0.22 23 165,49-2-37.1 73 Marvin St 254-258 Church Street 0.18 24 165.49-2-38.1 79 Marvin St Eggleston, Jeanette A 0.18 25 165.49-2-39 31 Myrtle St 31myrtlestreet Lic 0.37 26 165.49-2-40 254 Church St 254-258 Church Street 0.68 27 165.49-2-6 250 Church St 254-258 Church Street, Associ 0.15 28 165.49-2-7 246 Church St Humphreys, Warren Hildreth 0.07 29 165.49-2-8 244 Church St Woodard, Nathan 0.07 30 165.57-1-2 54 Newton Ave Abe, Tamiko 0.28 31 165.57-1-3 52 Newton Ave Hmura, Gerald E 0.14 32 165.57-1-38.1 19 Bensonhurst Ave Macfarland, Barbara 0.34 33 165.57-1-39 48 Newton Ave Macfarland, Carrie J 0.17 34 165.57-1-6 12 Bensonhurst Ave Jackson, Charles Wesley 0.11 35 165,57-1-67 14 Bensonhurst Ave Bouchey, Lauren A 0.13 36 165.57-1-79 23 Bensonhurst Ave 0 Reilly, Jo -Ann 0.21 37 165.57-1-80.1 26 Bensonhurst Ave Schenone, Eric Michael 0.25 38 165.57-1-83 24 Bensonhurst Ave Doolin, Robert 1 0.16 39 165.57-2-1 21 Myrtle St Ungar, Barbara L 0.25 40 165,57-2-15 29 Van Rensselaer St City Of Saratoga Springs 4.17 41 165.57-2-2 80 Marvin St Withington, Mary M 0.12 42 165.57-2-28.1 15 Myrtte St Giudici, Frank 0.2 43 165.57-2-29 17 Myrtle St Harvey, William 0.13 44 165.57-2-30 16 Myrtte St Graseck, Stephanie L 0.1 45 165.57-2-36 11 Myrtle St Nieminski, Steven J 0.2 46 165.57-2-5 74 Marvin St Blake, Robert 0.25 47 165.57-2-6 68 Marvin St Boyce, Kathryn M 0.41 LCM1 The LA GROUP Landscape Architecture & Engineering P.C. Peop%, 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. 29 MyrtleSteet, LLC PO Box 819 Saratoga Springs, NY 12866 Proect Title: Myrtle Street Subdivision Myrtle Street Saratoga Springs NY, 12866 41 ®F NI_VV y C. 3T O n w m w ROPEs sIo`'P Project No.: 2025080 Design: BCS Drawn: MILD Ch'k'd: DRC Date: 8/31/2026 Scale: 1"=20' Rev: Description: Date: AREA 2 EXCE AV E -, 300 0 100 200 300 Drawing No. C-2.0 Scale: 1:300 6" SPR-35 PVC MIN 2% SLOPE 3/4" TYPE K COPPER WATER SERVICE, TYP. CONNECT TO EXISTING MANHOLE INV. IN: 342.7 147 LF OF 8" SDR-26 @ 1.0% PRIOR TO CONSTRUCTION CONTRACTOR SHALL LOCATE EXISTING WATER MAIN SMH-1 . RIM: ±349.50 INV. OUT: 344.17 20 10 0 5 10 15 20 Scale: 1" = 20' GRADING NOTES 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 2/27/2025, AS PREPARED BY THOMPSON FLEMING LAN SURVEYORS, P.C. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2. 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. 3. 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. 4. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 5. 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 A' NO ADDITIONAL COST TO OWNER. 6. OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 7. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILI SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 8. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 9. 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. 10. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 11. 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. 12. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTE[ WATER NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5-0". 2. 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. 3. 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. 4. 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. 5. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 6. 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. 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. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. 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 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. LEGEND - EXISTING PROPERTY LINE NEW PROPERTY LINE - - - - PROPERTY SETBACK - EXISTING GAS LINE SAN PROPOSED SANITARY LINE EXISTING SANITARY LINE - - EXISTING STORM DRAIN W PROPOSED WATER LINE -- EXISTING WATER LINE Planning Board # 20260094 Approval t Approved under authority of a resolution adopted�1 Z0-j by the Planning B of the C .o ratogaSprings. Chairperson Date Signed: k(*M)= 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. Oc the LA Group 2017 Prepared fora 29 MyrtleSteet, LLC PO Box 819 Saratoga Springs, NY 12866 Project Title. - Myrtle Street Subdivision Myrtle Street Saratoga Springs NY, 12866 X0�- NEpV Y C. STRo0�� w Lu O 0g655& ROPES S10NP Project No.: 2025080 Design: BCS Drawn: MLD Ch'k'd: DRC Date: 8/31/2026 Scale: 1"=20' Rev: Description: Date: Drawing Title UTILITY AND GRADING PLAN Drawing No C-3.0 NOTES: 1. MINIMUM STONE SIZE SHALL BE 1"-4" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 2, ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE PERMITTED. 3. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY. 4. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 5. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS AND STORMWATER POLLUTION PREVENTION PLAN. \ 30'-0" OF 12" 50/50 MIXTURE OF TYPE 3 AND TYPE 4 GRANULAR MATERIAL 71, OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE Scale: NTS 10 MIL PLASTIC`_ LINING STRAWBALES STAKED — INTO GROUND 0 o 0 c 0 0 0 0 0 0 0 0 o a CONCRETE WASHOUT Scale: NTS 10' MAX. i TO CONCRETE WASHOUT SIGN CONCRETE STAPLES (2 PER WASHOUT BALE) STRAW BALE 10 MIL PLASTIC LINING Z � N WOOD OR METAL STAKES (2 PER BALE) NOTE: 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE PROVIDED AT EACH LOCATION. 36" MIN. FENCE POST 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND ............ w................................................................ ............ > w ...................................... .............................................................. ............. 0 0 m w o O J J q LL. r J 2 w m U - r...... ................ ............ ................. ............................................. w ............ m . _ ....................... ............. `'`---_ ::.•. ............ i. :: PERSPECTIVE VIEW F� FILTER FABRIC; FASTENED SECURELY TO FILTER FABRIC z ��75; FLOW i PROPOSED PAVING EXISTING PAVING TO REMAIN KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 12" 1 1/2" MINIMUM DEEP KEY INTO PROPOSED TOP COURSES EXISTING PAVEMENT Scale: NTS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO J WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) 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 TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING z GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN 2 SARATOGA SPRINGS RIGHT OF WAYS: 0 N 1. SIDEWALK MUST BE PLACED IN THE PUB F Y AT TH S US C PUBLIC RIGHT 0 WA E PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. z_ zo EMBED FILTER CLOTH MIN. 8" INTO GROUND FENCE POSTS W/ STAPLES SECTION NOTES: 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 TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH 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 1/3 HEIGHT OF SILT FENCE IS REACHED OR WHEN "BULGES" DEVELOP IN THE SILT FENCE. SILT FENCE Scale: NTS TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407-0102 DILUTED BINDER COURSE - NYSDOT ITEM 402.198902 -19F9 H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR STANDARD 1-1/2" 3" 12" ROADWAY NOTES: 1. TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING THE BINDER COURSE. ASPHALT PAVEMENT BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO J WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT, 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) 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 TYPE 2 VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS 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 CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0,46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE 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 ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER CONCRETE PAVEMENT ON GRADE Scale: NTS MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS, TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. ZIP EDGE ORANGE POLYETHYLENE WARNING FENCE FOR TREE PROTECTION CONDITIONS: ADD WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA"; MIN. 3 SIGNS PER TREE, OR 1 SIGN EVERY 20' O.C. FOR GROUPINGS OF TREES METAL POST NOTES 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 17" DIA. BASE, 12" DIA BOLT CIRCLE, DIAMOND PATTERN, FOUR-!" X 18" ANCHOR BOLTS Z 0 v DECORATIVE STREET LIGHT Scale: NTS REMOVE EXISTS DO N ROOT CR CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE kC48=1 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR The LA GROUP TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER Landscape Architecture & Engineering P.C. ACRYLIC ACORN LENS People. Purpose. Puce. 5T TWIST LOCK FITTER 40 Long Alley p: 518-587-8100 Q� Saratoga Springs f 518-587-0180 DRIVER COMPARTMENT NY 12866 www.theIagroup.corn ELECTRONIC PHOTOCELL (STREET SIDE) Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 4" - 3" DIA. TAPERED POLE, .125 WALL THICKNESS, 6063-T6 STRUCTURAL GRADE co the LA Group 2017 ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION Prepared far. 0 BLACK FINISH 29 MyrtleSteet, LLC ACCESS DOOR PO Box 819 CATALOG NUMBER: Saratoga Springs, NY 12866 PT-D650S R L E D-5T-4AR22T5- M DL03-A-P EC/4214T4/BK 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, NV/_, FOUR ANCHOR BOLTS AND ONE GROUND STUD. "CHAMFER FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 o � NO DIRECT BURIAL �. �.� GROUND ROD PER N.E.C. ` 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD 20 PROCTOR NOTES: FILL THE TREE PIT' WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLI'NG REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL. SOILS) BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED . REFFR ._ TO THE URBAN c4c COMMUNITY FOREST MASTER PLAN FOR THE D.B.H DIAMETER AT BREAST HEIGHT AND THE TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS:: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA. TOTAL QUANTITY SPACING N.T.S. REVISED DATE CITY OF SARATOGA SPRINGS, NEW YORK WG No MJZ 3 20 STANDARD CONSTRUCTION DETAIL Tree Planting L-1 TREE PLANTING Scale: NTS Planning Board # 20260094 Approval q Approved under authority of a7esolution adopted t by the Planning Board e.City o ara ga Springs. 7q !�i 1� Chairperson r Date Signed: ) Q4 j20 Project Title - Myrtle Street Subdivision Myrtle Street Saratoga Springs NY, 12866 .��OF NEB✓Y �, C. STR 0,9 cc 0 w w s �- 096554 RO"�-ES S 1 ONA Project No.: 2025080 Design: BCS Drawn: MLD Ch'k'd: DRC Date: 8/31/2026 Scale: NTS Rev: Description: Date: Drawing Title SITE DETAILS Drawing No. C-4.0 Scale: NTS Scale: NTS EXISTING SEWER MAIN: ADAPTOR FITTING IF REO'D END CAP FOR FUTURE ROPERTY LINE, R.O.W. OR TAPPING SADDLE CONNECTION EASEMENT LIMIT TO BE APPROVED BY D.P.W. 45' OR 30' BEND AS REQ°D NEW SEWER MAIN CONSTRUCTIONS 45' OR 8Q' WYE DR TEE/WYE 2% 4" x 24" PRE55URE TREATED TO BE APPROVED BY D.P.W. SET PLUMB AT END OF LATERAL FLAGGED WITH FLOURESCENT COLORED SURVEY RIBBON FOR EASY IDENTIFICATION SEWER MAIN L BUILDING SEWER LATERAL LATERAL. ON PRIVATE PROPERTY — 6" MIN. SDR 35 PVC MIN, SCH. 40 PVC CITY PROPERTY PRIVATE PROPERTY SANITARY SEINER SERVICE - PLAN N.T.S. FINISHED GRADE a_ p vrA] —_ 45' OR 30' BEND AS REVD SANITARY SEWER SERVICE - SECTION 2"x 4"x 24" P.T. STAKE PIPE BEDDING .AS REQ'D UNDISTURBED SUB —GRADE NOTES: N . I. 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEINER MAIN IS THE OWNER'S RESPONSIBILITY, 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT—OF—WAY: 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. APPROVED: CITY OF SARATOGA SPRINGS, NEW PORK DWG Na 1f13f2U1.0 PLANNING BOARD DATE STANDARD DETAfLunitary Sewer Service SA-3 CONNECTION TO EXISTING SANITARY MAIN Scale: NTS FINISHED GRADE Z ao CONCRETE SIDEWALK - TYPE 1 AT NON -VEHICLE TRAFFIC AREAS. TYPE 2 AT VEHICLE TRAFFIC EXPANSION JOINT AREAS. (FULL DEPTH OF TURF PAVEMENT) ASPHALT—r.;.�::.::';: f —DRIVEWAY 4 '' 1-1/2" REVEAL i ASPHALT J� \ON OF \N EXPANSION �� APRON OP SEC P� W\0 0� FRO JOINT` � OR pR\vEw 25 �0 ' \0� STREET—_' 6" CONCRETE CURB--�Z TAPER CURB DROP CURB AT RESIDENTIAL DRIVEWAY Scale: NTS TYPICAL FORT MILLER BOOT OR APPROVED EQUAL M ASPHALT WARP AREA (BOTH SIDES) 8" 1_ 30" DIA. 1_ 8" 4" TO 10" � � �Uj 1 � a O o H FULL LENGTH OF PIPE I� M ON SEWER LINE WATER LINE SANITARY SEWER OR STORM SEWER ` SEE NOTE NOTE: (REFERENCE - "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHT PRIOR TO BACKFILLING. UTILITY CROSSING Scale: NTS PROPERTY LINE CURB SEE NOTE ROADWAY NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS CURB BOX; MUELLER 5'-6"± MODEL H-10314 PRESENT INSTALL CURB BOX AT (IN TURF) MODEL H-10334 (IN CONCRETE PROPERTY LINE. WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) z z CURB STOP; MUELLER ORISEAL MODEL 3/4" COPPER TUBING (TYPE K) H-15209 COMPRESSION, MODEL H-15219 9 (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CORPORATION STOP WITH SEE DETAIL FOR SPLICE COMPRESSION FITTING, TEMPORARY CAP OR PLUG AS NECESSARY MUELLER H-15008 3/4" �- 3/4°' MIN, SIZE TYPE K COPPER PIPE 8" D.I.P WATER MAIN SOLID CONIC, BEARING BLOCK OR C.I. FOOT WATER SERVICE BUTYL WRAP • EXTERIOR OF MANHOLE • 12" MINIMUM R-<:I-- 1L PROVIDE SMOOTH CHANNELS IN CONCRETE BASE WITH GRADUAL SIZE TRANSITIONS (NOT APPLICABLE FOR TERMINAL MANHOLES) MANHOLE SECTION BUTYL DETAIL SANITARY MANHOLE Scale: NTS 2'-10" OR T-6" FOR 24" 6 o OPENINGS 5 X APPROVED GRANULAR BACKFILL COMPACTED IN 8" LIFTS TO MIN. 95% PROCTOR ' 02 x 4„.. ; j_�_i TYP. I 4'-0" DIA. 5' I.D. WHEN >15' DEPTH - 4000#AIR - ENTRAINED BENCHWALLS 30" I.D. MANHOLE COVER TYPICAL UNLESS OTHERWISE APPROVED BY MUNICIPALITY. HEAVY CAST IRON, NON -ROCKING FRAME & COVER SUCH AS SYRACUSE #1012B OR NEENAH #R1558. "SARATOGA COUNTY SEWER DISTRICT #1" SHALL BE CAST ON ALL MANHOLE COVERS. ALL COVERS TO BE AASHTO HS20-44 LOADING RATED. CONE EXTENSION 4" HIGH MIN. 10" MAX. SPACER OF PRE -CAST GRADE RINGS AND NON -SHRINK GROUT (7000 PSI) TO SUIT GRADE. ECCENTRIC CONE SECTION H-20 LOAD RATING BUTYL ROPE SEALANT (TYP.) DOUBLE IN GROUNDWATER RISER SECTION. AVAILABLE IN V-0", 2'-0", 3'-0" AND 4'-0" HEIGHTS PLASTIC STEPS AS MANUFACTURED BY M.A. INDUSTRIES NOTE: PRECAST CONCRETE MANHOLE SECTIONS AS MANUFACTURED BY FORT MILLER, OR APPROVED EQUAL. 5" CONCRETE REINFORCEMENT AS PER ASTM C478-85A PIPE HOLES AS REQUIRED FLEXIBLE CONNECTOR BY LOCKJOINT, KOR-N-SEAL OR EQUAL WITH STAINLESS STEEL BAND CLAMP Planning Board # 20260094 Approval Approved under authority of a resolution adopted S121{ Za3' by the Planning Pe9rd of the y Saratoga Springs. Chairperson Date Signed: I l f 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Puce. 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.• 29 MyrtleSteet, LLC PO Box 819 Saratoga Springs, NY 12866 Project Title: Myrtle Street Subdivision Myrtle Street Saratoga Springs NY, 12866 C. STh, 0 Lo Co r' a fr c7 w m - u, a O A09655' . ROfiES S1ONP Project No.: 2025080 Design: BCS Drawn: MLD Ch'k'd: DRC Date: 8/31/20206 Scale: NTS Drawing Title SITE DETAILS Drawing No. C-4.1 Scale: NTS