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20210292 Adams St. Sibdiv. Final Application
ENGINEERING AMERICA CO . 76 WASHINGTON ST . SARATOGA SPRINGS , NY 1 2 8 6 6 5 1 8 / 5 8 7 - 1 3 4 0 5 1 8 / 5 8 0 - 9 7 8 3 ( FAX ) TRANSMITTAL SHEET TO: FROM: Planning Board Tonya Yasenchak COMPANY: DATE: City of Saratoga Springs MARCH 19,2021 FAX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: 1 cover, (3) app. copies, 1 check PHONE NUMBER: SENDER'S REFERENCE NUMBER: RE: YOUR REFERENCE NUMBER: 132 Adams St.LLC—2 Lot Subdivision # 132 Adams St.,Saratoga Springs 0 URGENT Q FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY 0 AS REQUESTED To the City of Saratoga Springs Planning Board: Engineering America Co.,on behalf of our client 132 Adams St.LLC,respectfully submits the enclosed application materials for Planning Board review of a proposed 2 lot subdivision at 132 Adams St.in the City of Saratoga Springs,NY. We respectfully request that the project be placed on the April 8th Planning Board agenda for review. I'm available best via e-mail should you have any questions or need additional information. Thank you for your time and cooperation. Tonya Yasenchak,PE Enc. SFOR OFFICE USE1 **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED* �rI oG: ���. 5 f� (Application#) CITY OF SARATOGA SPRINGS ..t', _- A - PLANNING BOARD ,+� ' CITY HALL-474 BROADWAY (Date received) I. :. . SARATOGA SPRINGS, NEW YORK 12866-2296 �'='?.4'FC,FA IEO ''''' TEL: 518-587-3550 X2533 www.saratoga-springs.org (Project Title) APPLICATION FOR: Check if PH Required PRELIMINARY n FINAL SUBDIVISION Staff Review Property Address/Location: 132 Adams St. Tax Parcel#: 179.29-2-6 Zoning District: UR-2 (for example: 165.52-4-37) RR/SR1 -Conservation Subdivision Checklist Required Total Acres: 0.43 acres (18,750 sq.ft.) Land to be Subdivided Into: 2 Lots APPLICANT(S)* OWNER(S)(If not applicant) ATTORNEY/AGENT Name 132 Adams St., LLC (same) Agent: Engineering America Co Address 136 Adams St.,Saratoga Springs, NY 76 Washington St., Saratoga Springs Phone 516/383-2991 518/587- 1340 Email Iouis.rondinello@gmail.com tonyay@nycap.rr.com Identify primary contact person: 0 Applicant 0 Owner IN Agent *An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Has a previous application been filed with PB for this property? NO 1 YES] J If YES, include Application TYPE and DATE: Does any City officer, Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? YES NO Nof . If YES, a statement disclosing the name, residence, nature and extent of this interest must be filed with this application. I,the undersigned owner or purchaser under contract for the property, hereby request Subdivision consideration by the Planning Board for the identified property above. I agree to meet all requirements under the Subdivision Regulations for the City of Saratoga Springs. Furthermore, I hereby authorize members of the Planning Board and designated City staff to enter the property associated with this application fo ses of conducting any necessary site inspections relating to this application. Applicant Signatureda I Date: a- a a I If applicant is not current owner, owner must also sign. (2Owner Signature: 6-4- ----- ---- Date: Si 7. 2 1 App' ation Fee: Make checks payable to the "Commissioner of Finance". REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. Revised 1/2021 Check City's website (www.saratoqa-sprinqs.orq)for meeting dates. x coca CITY OF SARATOGA SPRINGS It ($ PLANNING BOARD - 74t7 CITY HALL-474 BROADWAY r SARATOGA SPRINGS, NEW YORK 12866-2296 • 0K TEL: 518-587-3550 X2533 yo-PORATEo ,9` www.saratoga-springs.org PRELIMINARY/ FINAL SUBDIVISION APPROVAL REQUIRED SUBMITTAL CHECKLIST Checklist Prepared By: Engineering America Co. Date: 3/15/2021 Listed below are the minimum submittal requirements as set forth in The City of Saratoga Springs' Subdivision Regulations. The Planning Board reserves the right to request additional information, as necessary, to support an application. The Board also reserves the right to reject the application if these minimum requirements are not met. Please complete the checklist below and provide with your submission. REQUIRED ITEMS: *3 hard copies (1 w/original signature), 1 digital copy of ALL materials and Fee are required. CHECK EACH ITEM I. Completed Subdivision Application pi 1 a. Conservation Subdivision Checklist if required 111 2. SEQR Environmental Assessment Form-short or long form as required by action. 3. Set of plans including: (2) large scale plans (sheets must be 24" x 36", drawn to a scale of not more than I"=50 feet). One digital version of all submittal items (pdf) shall be provided. 111 4. Basic or Full Storm Water Pollution Prevention Plan as required per City Code Chapter 242. 111 5. Copy of signed DPW water connection agreement for all projects involving new water connections to the City system 111 6. Engineering Report for Water and Sanitary 111 7. Complete Streets Checklist 111 8. Project Cost Estimate-Quantities of work items and estimate of costs REQUIRED ITEMS ON SUBDIVISION PLAT, AS APPLICABLE: 1. Name of Subdivision 3. Property line survey prepared by a licensed land surveyor. Subdivision plat must reference such survey with all corners set and marked on plan. Reference NGVD 1929 datum. A copy of the original property survey must also be included. 111 4. North arrow and map scale City of Saratoga Springs Subdivision Checklist 1 Z5. Parcel tax map number 111 6. Site location map 111 7. Site vicinity map (all features within 300 feet of property) 111 8. Identification of current zoning with corresponding area requirements 111 9. Building setback lines, either listed or shown on plans 111 10. Title block with subdivision name; name and address of applicant; and name and address of property owner (if different) 111 I I. Name, address and phone number of subdivision surveyor and/or engineer ❑ 12. Names of all adjacent property owners within 300 feet (include both sides of street) ❑ 13. Identification of size, elevations, material, and slopes of all existing and proposed utilities within 400 ft of site. 111 14. Parcel street address (existing and any proposed postal addresses) Yes No N/A 15. Identification of existing or proposed easements, covenants or legal rights-of-way on this property III III El IIIIII El 16. References to all prior variances or special use permits n n n 17. Existing and proposed contours and spot grades (at 2 foot intervals) ❑ ❑ El 18. Identification of all watercourses, designated State wetlands, buffers, Federal wetlands, floodplains, rock outcroppings, etc. III ❑ ❑ 19. Identification of all existing or proposed sidewalks or pedestrian paths (show type, size and condition of existing sidewalks) n n n 20. Location, design specifications and construction material for all proposed site improvements (drains, culverts, retaining walls, berms, fences, etc.) n n n 21. Location and distance to fire hydrant nn• n 22. Erosion and sediment control plan—including designated concrete truck washout area nn n 23. Approximate location, dimensions and areas for proposed lots and proposed public recreational land nn• n 24. Proposal for utility systems and lateral connections n n n 25. Location and width of proposed streets City of Saratoga Springs Subdivision Checklist 2 2021 LAND USE BOARD FEE WORKSHEET OPED Fees Type 2021 Fee Application to Zoning Board of Appeals[1][2] TOTAL #VARIANCE Use Variance $1100+$50/app Area Variance-Residential $275/var+$50/app+$125 eachadd'I variance Area Variance-Multi-Family,Comm,Mixed-Use $660/var+$50/app+$200 eachadd'I variance Interpretations $550+$50/app Post-Work Application Fee Add 50%App fee+$50/app Variance extensions 50%ofAppfee+$50/app Application to Design Review Commission[1] TOTAL #STRUCTURE Demolition I $385 Residential Structures Principal $55 Accessory $55 Extension $35 Modification $55 Multi-Family,Comm,Mixed-Use Structures Sketch $165 Principal $550 Extension $200 Modification $330 Multi-Family,Comm,Mixed-Use Accessory,Signs,Awnings Principal $140 Extension $75 Modification $140 Post-Work Application Fee Add 50%App fee Application to Planning Board[1] TOTAL #STRUCTURE Special Use Permit[2] $990+$50/app Special UsePermit-extension $330 Special UsePermit-modification[2] $450+$50/app Site Plan Review-incl.PUD: Sketch Plan $330 Residential $330+$200/unit Residential-extension $200 Residential-modification $400 Non-residential $660+$130/1000 sf Non-Residential-extension $300 Non-Residential-modification $650 Subdivision-incl.PUD: TOTAL #LOTS Sketch Plan I $330 Preliminary Approval[2] Residential:1-5 lots $660+$50/app Residential:6-10 lots $990+$50/app Residential:11-20 lots $1320+$50/app Residential:21+lots $1650+50/app Residential-extension $330 Final Approval[2] Residential 1545.00 1 $1320+$175/lot+$50/app Non-Residential $2000/lot+$50/app Final Approval Modification[2] Residential $330+$50/app Non-Residential $550+$50/app Final Approval Extension Residential $135 Non-Residential $330 Other: TOTAL #LOT/ACRE Post-Work Application Fee --Add 50%App fee Lot Line Adjustment --$350 Letter of Credit-modification or extension --$440 Letter of Credit-collection --up to 1%ofLoC Recreation Fee --$2000/lotorunit Land Disturbance --$660+$55/acre SEQRA EIS Review(Draft&Final) TBD Legal Noticing if PB requires Public Hearing 0.„n $50/app [1] Fees are based on per structure,except where noted. $1,595.00 TOTAL DUE [2] Legal ad required;includes City processing and publishing For Administrative Use Total Paid at Intake Revised Fee Balance Due / / Balance Paid Staff approval • LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF JAMES G. DOYLE KELLY ANN McSPIRIT AND CHRISTOPHER R. HANLON PETER AND DENISE MORTKA ZACHARY H. PASSARETTI,TRUSTEE - DEED I NO.2011043957 REcoRD ti 0 BOOK 1576 OF DEEDS, PAGE 186 DEED NO.2018031288 � DEED NO.2019010903 MAP REF, 2 Si 3 LOT3 LOT2 REVISED LOT 1 REVISED MAP REF. NO. 2) (MAP REF. NO. 3) (MAP REF. NO. 3) irl ,L, 1_ w JACKSON STREET Hi Z07 19 LOT 50 /07 57 (';,' ZOT 52 COT 53 LAT 54 LOT 55 LOT 56 (MAP PEE. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1.) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) u, CHAIN LINK FENCE X X X X X X X X X X VINYL FENCE ON PROPERTY UNE SITE X X X-S12°00'00"E 150.00' w H- CHAIN LINK FENCE X ® o ADAMS STREET O a N Z07 Z2 OT» OT ZO ZO7 69 OT 65 LOT 6Z OT 66 Ld z (MAP REF. NO. 1) z (MAP REF. N0. 1) x (MAP REF. NO. 1 COT 65 r (MAP REF. N0. 1) ) (M:AP REF. N0. 1) ® (MAP REF. No. 1) H) o (MAP REF. NO. 1) (MAP PEE. No. 1) w EE 4.8'± \f---.1 0 0 N zz w SHED i EXISTING BUILDINGS I TO BE DEMOLISHED INA RD 2 -F -- irS TarREE Arar __________ z J i o i o J 0 li l v, LU 10.9'± ...- LU EXISTING HOUSE CC TO BE DEMOLISHED LANDSNOW OR FORMERLY OF 1_, GARAGE LANDS OF NU) ii AMY L. MOORE 132 ADAMS STREET LLC SITE LOCATION MAP o r o I NOT TO SCALE DEED NO.2014033585 DEED NO.2020015757 i ENCLOSED LANDS OF I PORCH I 136 ADAMS STREET LLC L J AREA= 18,750±SQ. FT. J LI DEED NO.2019002060 7,,1,1'101,947 A34/f EL Na 179.29-2-6 2- 70 ONE STORY HOUSE 0 132 Adams St -Vicinity Map 70w z 0 I rte•, .��.I1.r7 _.r I. 1 t J 0 QnI t�. t 1,. y r 1.-may' , Hi , re......., ,\;..„. 1r z O i� J 14.7'± f itailit1 _ W 0 o -- H- MACADAM O o DRIVEWAY •• �� „TUC: ,. . lir W ) -- * 111.° L' .'0. - . % ' z -H '-i• 'S-CN. ..., A.'.' 1440 MACADAMIQ) DRIVEWAY FOUND CAPPED �� ;� l�' , ..\\ IRON ROD ' 0 v . 1 50.00' k. Pt s . .) Vc - - N 1 2°00 00 W I - GUY UTILITY OVERHEAD UTILITY LINEr' . ' ,.S ANCHORS POLE 1 RIGHT OF WAY=50 FT. I a\S (V S 1 1 ,r. '' , . ', ,, .01 ADAMS WIDTH OF PAVEMENT VARIES STREET W _S - W W W W N �. - ' '� 454 L F. OF 12" TILE AT 0.369 20 L.F. --- ,1. I •.kii\ , , „, 1 SS SS �� SS SS SS SS SS SS SS SS SS SS SS SS SS OS SS SS SS SS SS SSMH SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS �' SS SS SS SS SS �w•+�L^ _ 1.4.0,..,...... _ 1 12" PVC �� S SSMH f '! , ��� - % 0 , r\IIP SSMH SSMH RIM = 310.86 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS RIM = 309.75 jyy M 402 • RIM = 311.19 NV. OUT 305.56 f � INV, IN (W) = 299.65 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W INV. IN (o = 297,92 « V. e 6" D.I.P. WATER MAIN =INV. IN (N) = 303.24 INV. IN (E) = 303.90 NV, IN N INV. OUT (5) = 299.64 ( ) 2305.3 _ INV. IN (NE) = 305.31 CONC. CURB INV. OUT (E) = 297.90 i- March 16,2021 1'2'257 0 0.01 0.03 0.05 ml CONCRETE SIDEWALK Counties Towns 2020 I t t t I t t t 1 0 0.02 0.04 0.08 Km Cities Villages NYS 1�5 G15 Rogiam Office 0 4AEY DANIEL C. WHEELER, LS 1MM ciATEs, LLc PROFESSIONAL LAND SURVEYING 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (51 8) 583-7302 FAX (51 8) 583-7303 ZONING INFORMATION: DEED REFERENCES: OWNER/DEVELOPER: ZONING DISTRICT: UR-2 132 ADAMS STREET, LLC MINIMUM LOT SIZE: 6,600 S0. FT. (WITH WATER AND SEWER) 1.) DEED DATED APRIL_ 20, 2020 FROM STEVEN R. ALLEN, EXECUTOR OF THE EAST WILL AND 136 ADAMS STREET (20,000 S0. FT. WITHOUT WATER OR SEWER) TESTAMENT OF ELIZABETH A. ALLEN TO 132 ADAMS STREET, LLC AND RECORDED IN THE SARATOGA SPRINGS, NY 12866 SARATOGA COUNTY CLERK'S OFFICE AS DEED N0. 2020015757. PHONE (516) 383-2991 )40,000 S0. FT. WITHOUT WATER AND SEWER) MINIMUM MEAN LOT WIDTH: 60 FT. MAXIMUM PERCENT OE LOT TO BE OCCUPIED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) PRINCIPAL BUILDING: 30 W OF THE NEW YORK STATE EDUCATION LAW, ACCESSORY BUILDING: 10% MINIMUM YARD DIMENSIONS: PLANK NG BOARD PROJECT FRONT: 10 FT. REAR: 25 FT. DANIEL C. WHEELER ONE SIDE: 8 FT. R.D.S. LIC. NO. 50,137 TITLE: EX ST NC COND I ONS ELAN TOTAL SIDE: 20 FT. MAP REFERENCES: PRINCIPAL BUILDING: 1 .) MAP ENTITLED "MAP OF PROPERTY OWNED BY J.M. ADAMS, H. KNICKERBACKER, C.E. LELAND CERTIFICATION: SUBDIVISION OF LANDS OF MINIMUM FIRST FLOOR AREA: AND E.H. CHAPMAN", DATED 1871 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE STORY: 900 S0 FT AS MAP N0 "Z 83" THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE 132 ADAMS STREET LLC 2 STORY: 700 S0. FT. ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. MAXIMUM BUILDING HEIGHT: 60 FT. MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: 2.) MAP ENTITLED "SUBDIVISION OF LANDS EOR JELENIK CONSTRUCTION CO., LLC" DATED PRINCIPAL BUILDING: 5 FT. MARCH 14, 2007 LAST REVISED ON JUNE 13, 2007, MADE BY SURVEY ASSOCIATES, LLC DANIEL C. WHEELER P.L.S. DC. NC. 50,137 LOCATION: DATE: FRONT LOT LINE: 10 FT. AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "J1138", CITY OF SARATOGA SPRINGS DECEMBER 6, 2020 SIDE LOT SNE: 5 FT. (ONSIDE DISTRICT) REAR LOT SNE: 5 FT. 3.) MAP ENTITLED "LOT LINE ADJUSTMENT MAP LOTS 1 AND 2 SUBDIVISION OF LANDS FOR SARATOGA COUNTY, NEW YORK MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25% JELENIK CONSTRUCTION CO., LLC", DATED JANUARY 12, 2012, MADE BY SURVEY APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED ASSOCIATES, LLC AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS BY THE PLANNING BOARD of THE CITY of SARATOGA SPRINGS. SCALE: MAP NO. "M2012014". CHAIRPERSON ' INCH e 20 FEET MAP NO. 2020-00-04 DATE SIGNED SHEET 1 OF J, ZONING INFORMATION: LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF - ZONING DISTRICT: UR-2 LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF JAMES G. DOYLE • PETER AND DENISEMORTKA ZACHARY H. PASSARETTI,TRUSTEE MINIMUM LOT SIZE: 6,600 S0. FT. WITH WATER AND SEWER KELLY ANN McSPIRIT AND CHRISTOPHER R. HANLON � ) DEED NO.2011043957 ® � REcoRD (20,000 SQ. FT. WITHOUT WATER OR SEWER) DEED NO.2018031288 DEED NO.2019010903 MAP R BOOK 1576 OF DEEDS, PAGE 186 EF 2 & 3 (40,000 SQ. FT, WITHOUT WATER AND SEWER) LOT 3 LOT 2 REVISED LOT 1 REVISED MAP REFNo 2) (MAP REF. NO, 3) (MAP REF. NO, 3) MINIMUM MEAN LOT WIDTH: 60 FT. 3 MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: PRINCIPAL BUILDING: 30 0 ACCESSORY BUILDING: 100 /0749 Zo/50 ZOT5/ SOT 2 ZOT51 Z0751 Z0755 /0756 MINIMUM YARD DIMENSIONS: (MAP REF, NO, 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO, 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO, 1) FRONT: 10 FT. CHAIN LINK FENCE REAR: 25 FT. x x x S12°00'00"E x x x x VINYL FENCE ON PROPERTY LINE 150.00' O e 0—@, n- 75.00' SIDE: 8 FT. 75.00' 75.00' TOTAL SIDE: 20 FT. 1 CHAIN LINK FENCE PRINCIPAL BUILDING: MINIMUM FIRST FLOOR AREA: ® F�F�F�F�F�F�F�F�F�F�F�, 4,--SF—SF—SF—SF—SF—SF—SF—SF—SF—SF—SF-ii �� STORY: 900 S O. E T. x Lcif�F N LOT Z2 _ LOT Z/ I �c �7 PROPOSED MAP PEP, NO, 1) > (MAP REF, NO, 1) �� SILT FENCE ��� o OT 6Z LOT 56 LOT 65 2 STORY: 700 S0. FT. o (MAP REF, NO. 1) (MAP REF NO. W (MAP REF. NO, 1) _ MAXIMUM BUILDING HEIGHT: 60 FT. I 25 FT. BLDG LINE I I� 25 FT, BLDG, LINE 1 (MI MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: 1 I 1 PRINCIPAL BUILDING: 5 FT. w i -ni FRONT LOT ONE: 10 FT. �, Q -, ODE LOT CNE: 5 ET. X---X REAR LOT CNE: S ET. z 1w j I ��� MINIMUM PERCENT OF LOT TO BE PERMEABLE: 250 J J� I- o (J) AREA=9,375±SQ. FT. -, N m AREA=9,375±SQ. FT. J w I '� I H m 7u_ r - -II � o LANDS NOW OR FORMERLY OF �I J� AMYL. MOORE � 1 I w 1 U) DEED NO.2014033585 I 1 i LANDS OF 1136 ADAMS STREET LLC r I I m CITY OF SARATOGA SPRINGS - STANDARD NOTES: PROPOSED HOUSE PROPOSED HOUSE DEED NO.2019002060 I NO. 132 ADAMS STREET i o NO. 134 ADAMS STREET CrI ,� fn I z -n 1 .) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, m I- L 1 I SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. Z O -ni in U LTLi_ I , -n i I 2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE o L� J W -n 01 W L t——II CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. coup . I z NEW PAVED CONCRETE TRUCK it I CONCRETE TRUCK NEW PAVED z W DRIVEWAY WASHOUT AREA WASHOUT AREA DRIVEWAY OVERHEAD UTILITIES 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED p� +I �, +I J� AND POLE TO BE SHALL BE LEGALLY DISPOSED OF OFF—SITE BY THE CONTRACTOR O U �T o LOCATE 10 FT, BLDG. LINE �1 U) 10 FT, BLDG. UNE LOCATE o MOVED UNDERGROUND CONSTRUCTION 0 I �Sr 0 up CONSTRUCTION N FOUND CAPPED ENTRANCE 75.00' 75.00' ENTRANCE �F� TO A LOCATION APPROVED BY THE CITY ENGINEER. IRON ROD HERE —SF—SF—SF—SF—SF— �9 s�-SF—SF SF—SF—SF- HERE -SF - " ... P OO I 4.) THE CONTRACTOR MUST SET UP A PRE—CONSTRUCTION MEETING .- . _ '_ .'a ;. I' ,- '. .. ' ' 1 50.00N ~. .- T ; )N12°00'00'NWw PAVED'm PROPOSED SIDEWALK :.' . ' . .. .-. : : , 'I ' .. OVERHEAD UTILITY ONES 1 WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. 44 GREEN AREA NEW, NEW PAVED GREEN AREA ? � CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DRIVEWAY DRIVEWAY mss 1 DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE �V� NEW STREET WATER NEW STREET TREE NEW d a WV CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE NEW CURB TREE WATERLIGHT LIT CURB ssXV W W W APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER SHUT OFF OFF UTILITY POLE RELOCATEDW 454 L.F. OF 12" TILE AT 0.36% 20 L.F. THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR SS ss �® ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss�ss ss ss ss SSMH ss ss ss ss SS SS SS SS SS SS SS SS SS SS SS SS k s21111)PS ss ss ss TO ANY CONSTRUCTION. SSMHSMH ®® SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS RIM = 311.19 �V NV. OUM 3005.86 ® 2" PVC IM = 309.75 INV. IN (N) = 303.25 I1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W INV. IN (S) = 297.92 5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE INV. IN (N) = 303.24 � INV. IN (E) = 303.90 6" D.I.P. WATER MAIN NV. IN (N) = 297.99 NV. OUT (S) = 299.64ADAMS RIGHT OF WAY=50 FT.WID �'1����� NV. IN (NE) = 305.31 BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE J WIDTH OF PAVEMENT VARIES J CONC. CURB r INV. OUT (E) = 297.90 PROJECT, CT cn 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED CONCRETE SIDEWALK BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY, 7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND AN AS—BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 1,41EY DANIEL C. WHEELER, LS ENGINEERING AMERICA CO. 76 WASHIINGTON STREET M MI CIATESLLC SARATOGA SPRINGS, NEW YORK PROFESSIONAL LAND SURVEYING PHONE: (51 8) 587-1340 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (51 8) 583-7302 FAX (51 8) 583-7303 OWNER/DEVELOPER: 132 ADAMS STREET, LLC 1. 36 ADAMS STREET SARATOGA SPRINGS, NY 12866 PHONE (516) 3Z3-2991 DEED REFERENCES: UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB—PARAGRAPH (2) OF THE NEW YORK STATE EDUCATION LAW, DEED DATED APRIL 20, 2020 FROM STEVEN R. ALLEN, EXECUTOR OF THE LAST WILL AND TESTAMENT ELIZABETH BA OFFICEASDEEDNO. 2020015757 ALLEN ADAMS �C AND RECORDED IN THE SARATOGACOUNTY CLERK'S °LANK NG BOARD PROJECT NO. DANOEL C. WHEELER GEORGE YASENCHAK P.L.S. LOC. NO. 50,137 P.E. LIC. NO. 054,743 TITLE: S U D V S ON °LA N MAP REFERENCES: 1 .) MAP ENTITLED "MAP OF PROPERTY OWNED BY J.M. ADAMS, H. KNICKERBACKER, C.E. LELAND CERTIFICATION: SUBDIVISION OF LANDS OF AND E.H. CHAPMAN", DATED 1871 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP N0 "Z 83 IS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOF 132 ADAMS STREET LLC ADOPTED BY THE NEW YORK STATE ASSOCIATION PROFESSIONAL LAND SURVEYORS. 2.) MAP ENTITLED "SUBDIVISION OF LANDS FOR JELENIK CONSTRUCTION CO., LLC" DATED MARCH 14, 2007 LAST REVISED ON JUNE 13, 2007, MADE BY SURVEY ASSOCIATES, LLC DANIEL C. WHEELER P.L.S. AC. NO. 50,137 LOCATION: DATE: AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "J1138". COTY OF SARATOGA SPRINGS DECEMBER 6, 2020 ) 3.) MAP ENTITLED "LOT LINE ADJUSTMENT MAP LOTS 1 AND 2 SUBDIVISION OF LANDS FOR (D ODST JELENIK CONSTRUCTION CO., LLC", DATED JANUARY 12, 2012, MADE BY SURVEY APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED SARA TOGA COUNT �1 �TY, NEW YORK ASSOCIATES, LLC AND FILED IN THE SARATOGA COUNTY CLERKS OFFICE AS BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. SCALE: MAP NO. "22012014". CHAIRPERSON 1 INCH e 20 FEET MAP NO. 2020-06-04 DATE SIGNED SHEET 2 OF 4 IF A BUILDING TRAP IS REQUIRED: O w O N CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS FINISHED GRADE COVERED/PERFORATED VENT OUTLET FRESH AIR INLET (3" MIN.) CAST ALUMINUM FINIAL AND Z T LLo0 H ,_ SEE PG. 1 OF 2 FOR FIXTURE z o ROOF SAME FINISH AS POLE 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE /��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/� 4" CLEANOUT PLUG 4ARC22T5-MDLO3 LED: 64 WATT (7j a J & POLE DETAILS o CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE \� ��\��\��\��\��\��\��\��\��\��\��\��\��\��\��\��\��\ 10111" �� 2200 COLOR TEMPERATURE, TYPE o_ a iI 5 DISTRIBUTION% , 120-277 VOLT PLANNING BOARD.ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE.QUANTITIES MAY Z 1 - - I 8 DIMMABLE DRIVER Z 0 Z x 0 VARY DUE TO VARIATIONS IN MATERIALS.PLANT BATCH TICKETS SHALL BE PROVIDED UPON E 1 4"(MIN.) J J REQUEST BY THE CITY ENGINEER.IF"APPROVED EQUAL"MIXES ARE BEING PROPOSED,PRIOR oL 3"(MIN.) 4'(MAX.) ACRYLIC ACORN LENS 0 124 0 FINAL GRADE 2'(MAX.) APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER.SUBMITTALS FOR"APPROVED EQUAL" 1I-) FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) 1 / J00�1 / MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE(3)PREVIOUS JOBS. IT IF NO INSIDE CLEANOUT: (PLUS BACKWATER VALVE) 5T TWIST LOCK FITTER 0 I 0 I 4" WITH RISER TO GRADE II/ 4" CLEANOUT PLUGS) �� . DRIVER COMPARTMENT 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW,A NON-CHLORINE 4- ,1 CONNECTIO. w / IIID + "' ACCELERATOR IS REQUIRED PER A.C.I.SECTION 306R-88.WHEN AIR TEMPERATURES ARE 90 -- ELECTRONIC PHOTOCELL Q W •U �-- 3/4" CHAMFER Q w •U DEGREES FARENHEIT AND ABOVE,AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME TO PUBLIC SEWER IIIA _ _ o (STREET SIDE) n Z lijilir ' I®yr`o`o`rr`oyr�G� FINISHED GRADE n4-I PER A.C.I.305R-99. 1E2% (1/4 INCH/FT) 411.1=1121r:I=`II =1 1� BUILDING DRAINS (n > ZINC PLATED ANCHOR BOLT �- (MIN. SLOPE) Z - riJiOriOriO�i`` ASSEMBLY PER MANUFACTURER'S / (SEE DETAIL SA-3) .pop�p�p3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI.AT28 DAYS AND SHALL � ji��ri0�� RECOMMENDATIONG✓i!iCONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS"A"MIX(OR IIIF REQUIRED: IF REQUIRED (SEE NOTE): 0 "```-`WATER LINE y2" PVC SCHEDULE 40 0 APPROVED EQUAL). APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, +, rr ' �1COMBINATION "Y" AND 1 8 BEND 1--1Zo NO DIRECT BURIALWITH CLEANOUT OR RUNNING TRAP NOTE:A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT0 0SANITARY SEWER (GRAVITY OR FORCEMAIN) I O ` GROUND ROD PER N.E.C.FOUNDATION WALL W OINCREASING THE WATER-CEMENT RATIO.UP TO 2D PERCENT OF THE CEMENT CONTENT MAY BEAPPROVED SLEEVE THROUGH - `i `G`•ii`SUBSTITUTED WITH POZZOLAN.THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZERBASEMENT FLOOR +� 4000 PSI CONCRETE BASE WITHFOUNDATION WALL r r IS APPROXIMATELY 2 INCHES TO 3 INCHES. _ SEE NOTES SEE NOTES L,I I' •_,: ` '•, q A„• 1 0 _C �ii``ir' SONOTUBE FIBER FORM 20" DIA. 0 _C �� � iIIIIIIIIIIHIIIII1-1IIIIIIIIII1-1f Z Q .. Z Q4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A J� 5 1 EL p ll yO�r UNDISTURBED SUBGRADE CL 0 NOTES: 3 - < O ����O��`�Q��O���%'`/v OR COMPACTED TO 90% < 0 PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH 0 = ., .. FOOTING 0 + ✓%� STANDARD PROCTOR E-1 -- SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") �I ,1 WI IIIiii= U �+ CD -20" / Ow d N DIA. TAPERED POLE w WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- 6" BUILDING SEWER(TYP.) • 4" BUILDING DRAIN(TYP.) �I 4"-3".125 WALL THICKNESS Z r �L-+ Z R 5. ALL SLIP-FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN CONCRETE MIXTURE(OR APPROVED EQUAL). 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, rl- I 6063-T6 STRUCTURAL �+ w(n F' �1 Cr) GRADE ALUMINUM U OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO �1 �\ U < 6. ANY CLARIFICATIONS,REVISIONS,OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING o > NOTES: o > EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. UNIT WELDED FOR SINGLE - APPROVAL OF THE CITY ENGINEER. CODE FOR ADDITIONAL INFORMATION. UNIT CONSTRUCTION o C a+, 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN E O a+, O_ a AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) a p UTILITY SEPARATIONS: PARALLEL AND CROSSING < L 2. THE CITYOWNOFDSARATOG IS RESPONSIBLEINGSTAKES OVERFOR PAYING CONNECTION CHARGESNEFROM NATIONAL GRID. LL I Za < L BUILDING DRAIN LAYOUT N.T.S.N.T.S. n Z ›" O THE CITY SARATOGA SPRINGS THE LIGHT ONCE CONNECTED. Z ›-I 0 C LJ_= 1_-1 F N 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE }- 2 U N.T.S. I- S5 U 0 REQUI/ED.OFOR WIRELIC THHN COPPER DDEEDR NUMBER B COLORED SRCEHDE DU WHITE,OANDC IS (j J CITY OF SARATOGA SPRINGS, NEW YORK CITY OF SARATOGA SPRINGS, NEW YORK APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK GREEN. LIGHTS ARE WIRED OWNED12VOLTS. CITYPRYVFO ASEDISCON HANDHOLE, SYNERTECH APPROVED: DWG NO APPROVED: DWG NO DWG NO 0 SYN121212HH02, TO BE BY THE FOR THE DISCONNECT NEAR THE BASE OF THE Ct 1/13/2010 1/13/2010 1/13/2010LLI LI I ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH li STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL BLACK FINISH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PLANNING BOARD DATE Concrete Specifications SS-7 PLANNING BOARD DATE U t I i t y Separations W-7 PLANNING BOARD DATE B u i I d i n g Drain SA-7 PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT u7 QN FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR - 1 A Q .. BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE Q R'+ BROOM FINISH PERPENDICULAR TO WALK TREE BELT ACCESS DOOR THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND SAWCUT LINE - SEE DETAIL SS-6 < > AIL Z J 0 PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN Z -I O SEE PAVEMENT SECTION DETAIL SS-5 TRENCH WALLS LAID BACK PER OSHA REQ.MTS J�I�I�\ - AWligiffingil��� 4" CONCRETE - SEE CONCRETE OR SHEETING A.O.B.E. FINISHED GRADE •o 0 0, - < BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO SPECIFICATIONS - DWG. SS-7 12" Lj TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE ORIGINAL ASPHALT SEE NOTE 17" DIA. BASE, .750 FLOOR THICKNESS Z C7 S w C7 d:O• •' "' WEARING COURSE(S) IN PVMT IN TURF SIDEWALK 0 OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER a CO6" X 6" NO. 6/6 WOVEN WIRE MESH CURB < FOUR ANCHOR BOLTS AND ONE GROUND Z Z 0• (` r- WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 1--I N • y EXCEPT A.O.B.E. BASE COURSE :���:� �����������`""�"'� ""�=" 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH `, `,�;�,�,�, �,�.�_�,�, .v ,; - � ' ' STUD (SEE PG. 2 OF 2 FOR FOUNDATION o Z ,� a Z '.' Q. PAVEMENT ,.rr.:,:,•.•: ::.• ROADWAY �����i��!/!��!��/��/��.;-/�!/�!i�i��i��i��/�� >I�i • • • ..:. �� STREET DETAILS) I < 1ct • v 6" GRANULAR SUBBASE COURSE STRUCTURAL (SEE NOTE 3) s• e : •�T BORROW: WELL GRADED INORGANIC •,.'����� �!i��li��i��/�i�i�� `p�`i�q��i��i��i�������� �/��' PHOTOCELL < < z \0\/‘ NYS DOT SECT. 304, TYPE 2 SECTION SUBBASE COURSE 12. •Ft.�:�.?��^i GRANULAR SOILS AND/OR ROCK, nom • N I• ;�O �� �'V•**����������������QG� z a C�2 z C'\2 ,\ / COMPACTED TO 95% STANDARD PROCTOR A.O.B.E, T SEE NOTE 4 .• .•!:.'iteld1.. •i/'i/�i/.i/.i/- i/i/ �i/i�i i/i//j✓/• 17" DIA. BASE, 12" DIA. BOLT \ \/�' ( ) MAX. 1-1/2" SIZE, NOT MORE THAN Yy •` 1/�•�•��• �� 0 < Q \ Q p+ NOTES: /\/\ \\/\\ W ,,_ CIRCLE, DIAMOND PATTERN, FOUR F ,,�� SUBGRADE COMPACTED TO Z 20% BY WEIGHT PASSING #200 1/2" x 18" ANCHOR BOLTS III (n III to In EXPANSION JOINT SPACING - tiw\ \ 90% STANDARD PROCTOR ORIGINAL SUBBASE COURSE Z SIEVE.OR NATIVE MATERIAL, A.O.B.E. CURB BOX �� / w GZ w 0.1 (USE VIBRATORY COMPACTOR WITH 12" LIFTS) w w 20'-25' O.C. W MUELLER 5'6" ± MODEL H-10314 (IN TURF) cn q u) q CONTROL JOINT SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING w PIPE ZONE BACKFILL - GRADATION SHALL BE: z 5' O.C. NOMINAL = " MODEL H-10334 IN CONCRETE WALK) ACCESS DOOR W W "WELL GRADED SAND WITH 3/4" MAX. PARTICLE OUTSIDE CROWN N W Z (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CROSS SLOPE - 1/8" TO 1/4" �` w. SIZE AND NOT MORE THAN 10% PASSING #200 CATALOG NUMBER: O 0 PER FOOTSLOPE 1:50 TYP.) BROOM FINISH PERPENDICULAR TO WALK /-'1 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) G: 0. (MAX.( PIPE SPRINGLINE b PT-D650SRLED-5T-4AR22T5-MDLO3-A-PEC/4212T4/BK -, a TOWARDS STREET OR A.O.B.E. ` iri/ w PIPE ZONE BEDDING - FOUNDATION STONE CORPORATION STOP WITH I CURB STOP Q. P., MAX. SLOPE ALONG THE LENGTH OF A/,.� SEE PAGE 1 OF 2 <1 THE WALK SHOULD NOT EXCEED 1:12 Alliiiiii 6" CONCRETE - SEE CONCRETE BOTTOM O.D. r. OAs/A TO CONFORM TO N.Y.S. DOT. STANDARD COMPRESSION FITTING �n MUELLER ORISEAL MODEL H-15209 COMPRESSION SEE PAGE 2 OF 2 CONSTRUCTIONTHEW JOINT DETAILSOTO BE SPECIFICATIONS - DWG. SS-7 �� SPEC. 703-02 COARSE AGGREGATE MUELLER H-15008 MODEL H-15219 (W/ DRAIN) (SEE NOTE 2) 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) SUBMITTED AND APPROVED BY CITY ENGINEER1 -I° o•� 'p I.D. + 3' MAX. UNDISTURBED SUBGRADE OR NOTES: SIDEWALK WIDTH TO BE 5' MIN. OR ° - EXTRA FOUNDATION STONE A.O.B.E. AS ORDERED BY CITY ENGINEER •°• `c TEMPORARY CAP OR PLUG * AMENDED TOPSOIL MIXTURE SHALL MAJOR TREES (STREET AND SHADE) SHALL BE .. .••°, 6" X 6" NO. 6/6 WOVEN WIRE MESH NOTES: (AS NECESSARY) BE IN THE FOLLOWING RATIOS BY VOLUME 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) \\\ \ \4 8" GRANULAR SUBBASE COURSE 3 4 MIN. SIZE TYPE K 20 PARTS TOPSOIL / //\//\//\/ NYS DOT SECT. 304, TYPE 2 1. STREET OPENING PERMIT IS REQUIRED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. �,- / 4 PARTS PEAT MOSS MINOR TREES (SMALL ORNAMENTALS) SHALL BE \\�\ �',f COMPACTED TO 95% STANDARD PROCTOR DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 4. 45° = COPPER PIPE 2 PARTS PEAT HUMUS / 2" MIN. D.B.H. / /� 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 I'/ OR SIZE AS REQUIRED /A//A///�// SUBGRADE COMPACTED TO 2-1/2" SIEVE - PASS 100% BY WEIGHT WATER MAIN - • 1 PART FERTILIZER (1D-6-4) SEE SUBDIVISION CONSTRUCTION REGULATIONS 90% STANDARD PROCTOR SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1-3�4" SIEVE - PASS 95-100% BY WEIGHT • SOLID CONC. BEARING BLOCK FOR RECOMMENDED STREET TREE SPECIES. TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3/4 SIEVE PASS 60-75% 3/4" OR 1" COPPER TUBING (TYPE K) , ;• •;. .;+^ OR C.I. FOOT \ 1/4" SIEVE - PASS 25-45% (SIZE AS REQUIRED) ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE OR #40 SIEVE - PASS 10-25% r_ FOLLOWING INFORMATION, TO BE APPROVED BY THE SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING #100 SIEVE - PASS 3-12% / CITY OF SARATOGA SPRINGS: GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1" SIEVE, 0-15% PASSING 4 1/2" SIEVE. NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT ( BOTANICAL NAME HEIGHT OR TRUNK DIA. 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. . SUBBASE COURSE FOR PAVEMENT: CONFORM TO IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. COMMON NAME SPACING 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. `' TOTAL QUANTITY 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. FIELD CONDITIONS. V GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: WATER SERVICE 1` HOSE 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. PIPE TENCH SECTION WRAP: WATERPROOF TREE WRAP- IN1� WIRE No. 10 GAUGE 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. N.T.S. APPLY IN 4" WIDE STRIPS 0 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. N.T.S. / MULCH -3" MIN. / STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG USE 3 STAKES FOR OVER 2" CAL. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG NO APPROVED: PWG NO APPROVED: DWG NO SAUCER 0 2 STAKES- 2" CAL. & UNDER CITY OF SARATOGA SPRINGS, NEW YORK CITY OF SARATOGA SPRINGS, NEW YORK 1/13/2010 1/13/2010 1/13/2010 FINISHED GRADE /� STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL �oo�'oo'oc , , 1-�. �'o.o��'o' PLANNING BOARD DATE Concrete Walk SS-8 PLANNING BOARD DATE P 13 e Trench SS-6A PLANNING BOARD DATE Water • S e r V c e W-2 �!���!�!�`?�?7 a �q'�!�!���!���!�����!� AMENDED TOPSOIL !'' �!�!�!�!�! MIXTURE* Q��/�p�lj�A , �w.' /ii✓i✓i TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION UNDISTURBED SUBGRADE `!!�!!� .."'-;-N- A\ �t��!� TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT 112".I, PIT= BALL DIA. + 24" A p SYMBOL • BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION O w WOVEN WIRE FENCE I-0 D ::'QQ.•':p'Q.=; Oo ,e.• PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 (MIN.141/2 GAUGE •-F• TEE PLA\ TI \ G DETAIL 2 a W •� 0 �° .•,• 10'MAx.C.TO C. SPACIW/MAX.6•MESH I-CD COMPACTED GRAVEL CONSTRUCTION SPECIFICATIONS d m •~-'-.. •.•II1.I♦11MIUM 36"MIN.LENGTH FENCE CONSTRUCTION SPECIFICATIONS I.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. N.T.S. 00 .< 0 NYSDOT TYPE 2 (SECT. 304) ®eill•MIIIIN4�� maalli•I■II■IN IMO GR RIVEN MIN. 16" 50 MIN. EXISTING SYMBOL THAN .'� •...._ Ar•�1ctLemokagst a�®�i®Illi 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES PAVEMENT 2.A 30 FOOT MINIMLENGTH-NOT UM LENGTH WOULD(EXCEPT 50 FEET pLY). ON A SINGLE RESIDENCE LOT WHERE • Y°�•'"I'®��'m��w�i'A��®E� ��II�� HEIGHT OF FILTER OR STAPLES.POSTS SHALL BE STEEL EITHER T OR"U•TYPE OR HARDWOOD. 6 T. ^, 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. COMPACTED TO 95% STANDARD PROCTOR. ___ V (}• • • Q Q so..„ iIYM•IIIR��.1®y al;r rs�MYo�auCara = 16"MIN. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE EXISTING FILTER MOUNTABLE BERM q.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT APPROVED: DWG NO \\\\\\\\�V \\\\v\\ PAVEMENT TOP BINDER GRAVEL ESAL r II ��I��®��II�� FENCE WITH TES SPACED EVERY 24"AT TOP AND MID SECTION. GROUND CLOTH PROFILE (OPTIONAL) POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE q CITY OF SARATOGA SPRINGS, NEW YORK /y/ �� TYPE COURSE COURSE COURSE LEVEL a W 8"MIN. FENCE SHALL BE WOVEN WIRE. 12 1/2 GAUGE,6"MAXIMUM MESH OPENING. ENTRANCE TO SITE. 1/13/2010 \\/\ \ \ \ \ \ \ W 50'MIN. \�j\�j\�j\�j\�j�j\�\ y�'y�'W�•W•v �' 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- E.MIN. 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING - STANDARD DETAIL \\ \�/�\ / j, SUBGRADE - COMPACTED TO 90% PARKING GO.3 LAPPED BY SIX INCHES AND FOLDED. ALTER CLOTH SHALL BE EITHER FILTER X. OF STONE. PLANNING BOARD DATE Tree Planting L-1 PERSPECTIVE NEW MIRAFl 100X,STABIUNKA T140N,OR APPROVED EQUIVALENT. \ � EXISTING 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION\\\\\\\\\\\ STANDARD PROCTOR 1-1/2" 2" 8-10" 36'MIN.FENCE POST � /����j LOT MILLION WOVEN WIRE FENCE(MIN.14 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. GROUND RTICAL,ENTRANCESUNTABLE BERM WITH ACROSS SES WILL BE PERMED. IS \� \ \\\�\\\ - 1/2 GAUGE W/MAX.8'MESH\ 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 12'.IN, 1'MIN. EXISTING /�������������� SPACING WITH FILTER CLOTH "BULGES'DEVELOP IN THE SILT FENCE. - PAVEMENT 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL STANDARD <30 ) 20'MIN. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL /\�,`/,\�\�\\/\\�\/ 1-1/2" 3" 12" �W PLAN NEW EMIN SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY \�\\\\,•.". \ \ \\ ROADWAY MILLION UNDISTURBED GROUND ' MUSE BE REMOVED IMMEDIATELY. COMPACTED SOIL-'III 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH HEAVILY EMBED ALTER CLOTH 16"MIN. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. TRAVELED/ <30 A MIN.OF 6"IN GROUND. v 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH TRUCK 2" * 4" 12" MILLION SECTION VIEW RAIN. LOADING NOTES: * SEE NOTE 2 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND SILT FENCE N.T.s. STABILIZED CONSTRUCTION ENTRANCE NTS LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. APPROVED: 1/13/2010 NEW YORK DWG No APP (3 ED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No ENGINEERING E Y 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL CITY OF SARATOGA SPRINGS, 1/13/2010 STANDARD DETAIL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. DANIEL C. WHEELER, LS 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. PLANNING BOARD DATE STANDARD DETAIL Silt Fence ST-13 PLANNING HOARD DATE Stabilized Construction Entrance ST-11 ASPHALT DAVEMENT AMERICA CO. N.T.S. 76 WASHIINGTON STREET mm CIA TES, LLC SARATOGA SPRINGS, NEW YORK PROFESSIONAL LAND SURVEYING APPROVED: CITY OF SARATOGA SPRINGS' NEW YORK DWG No 4/10/2013 PHONE: (518) 587-1340 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PLANNING BOARD DATE STANDARD DETAIL A s p h a l t Pavement ss-5 PH. (518) 583-7302 FAX (518) 583-7303 OWNER/DEVELOPER: 132 ADAMS STREET, LLC CONCRETE SIDEWALK- 1 3 6 ADAMS STREET TYPE 1 AT NON-VEHICLE TRAFFIC AREAS SARATOGA SPRINGS, NY 1 2866 TYPE 2 AT VEHICLE TRAFFIC AREAS (SEE DETAIL SS-8) PHONE 63Z3-2991 FINISHED GRADE 6"(MIN. 1/4" RADIUS (FULL N TION JOINT OF SEE DETAIL SS-5 FOR PAVEMENT CONCRETE) 11111,1 1111 I q,IljlAND GRAVEL SUBASE REQUIREMENTS • ���`' TURF UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB PARAGRAPH (2) A '4 1 k 6"(MIN.) OF THE NEW YORK STATE EDUCATION LAW. 1k. / ASPHALT DRIVEWAY Y '.`r-: '_ III ✓ I I I. I I I I '�' s•. .. CAST-IN-PLACE/SLIP FORM .• 00 ,�gp 0s . . ... "":. ASPHALT ELA�INONG BOARDPROJECT NO. /j/j``/j` CONCRETE CURB WARP AREA ( 0TH /`�/��I� •'oo .400 0 SEE CONCRETE SPECIFICATIONS - 1-1/2" REVEAL(MAX.) ) EVEAL(MAX.) ES •//•//•//.� 0 ° :....0 o DRAWING S - $ ° DR G s 7 OF ��R SIG DANDE C. WHEELER GEORGE YASENCHAK � • • -g,'" GRAVEL COMPACTED TO "I ASPHALT APRON c,-(0A 01N FROM ` 0.o::'.A�a�,p.g: %i0 n� '�:: 95% STD. PROCTOR EXPANSION : n%1 1 ROP Sv,040 25% O P.L.S. LOC. NO. 50,137 P.L. LIC. NO. 054,743 TITLE. DETA LS Z ci,° . PO V. 0 E< • � � JOINT DT' DON �•� $ • v SUBGRADE COMPACTED RADIUS.- .p. . MP ' STREET n ° � ° X CERTIFICATION: SUBDIVISION OF LANDS OF NOTE: EXPANSION JOINTS s \ TO 90% STANDARD SPACED ALONG CURB 10' O.C. MAX. 7" PROCTOR TAPER CURB DISURVEY WAS EIN S � T THE EXISTINGOF PRACTICE D As E6" CONCRETE CURB THISWYOKAE OAONCEPoSIALRVYORS132 ADAMS STREET LLC TYPE 1 CURS - CAST-IN-PLACE/SLIP FO�\A CONCRETE AT TURF DROP CURB AT RESIDENTIAL DRIVEWAY DANIEL C. WHEELER PLS. LIC. NO. 50,137 LOCATION: DATE: N.T.S. N.T.S. COTY OF SARATOGA SPRINGS DECEMBER 6, 2020 (INSIDE DISTRICT) APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED SARATOGA COUNTY, NEW YORK APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No BY THE PLANNING BOARD of THE CITY OF SARATOGA SRRINGs, 1/13/2010 1/13/2010 STANDARD DETAIL SCALE: PLANNING BOARD DATE STANDARD DETAIL Type 1 Curb SS-15 PLANNING BOARD DATE Type 1 Driveway (Residential) SS-12 CHAIRPERSON 1 ONCH e 20 FEET MAP NO. 2020-06-04 DATE SIGNED SHEET 3 OF 3 Short Environmental Assessment Form Part I - Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: 132 Adams St. LLX-2 Lot Subdivision Project Location(describe,and attach a location map): 132 Adams St.; Site is approximately 120'South of Crescent St.along the East side of Adams St. Brief Description of Proposed Action: Subdivision of existing 18,750 sq.ft.lot into(2)residential lots. Existing residence on lot is proposed to be removed as part of project. New Lot#1 is proposed to have an area of 9,375 sq.ft.for a future new residence. New Lot#2(existing/modified lot)is proposed to have an area of 9,375 sq.ft.for a future new residence. Name of Applicant or Sponsor: Telephone: 132 Adams St. LLC E-Mail: Address: 132 Adams St. City/PO: State: Zip Code: Saratoga Springs New York 12866 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:City of Saratoga Springs Building Permit ❑ 3. a. Total acreage of the site of the proposed action? 0.43 acres b. Total acreage to be physically disturbed? 0.43 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.43 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) 0 Industrial ❑ Commercial ❑ Residential(suburban) 0 Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ✓❑ ❑ b. Consistent with the adopted comprehensive plan? ❑ ✓❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑✓ ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ ❑✓ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: New residences are required to meet the current Energy Conservation Construction Code when built ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑✓ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: El El 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ El of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ✓❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? ❑ ❑ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on, or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ Karner Blue,Frosted Elfin 16. Is the project site located in the 100-year flood plan? NO YES ❑✓ ❑ 17. Will the proposed action create storm water discharge, either from point or non-point sources? NO YES If Yes, ❑✓ ❑ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon, dam)? If Yes,explain the purpose and size of the impoundment: ❑ .I9. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes, describe: Z ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: El ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: 132 Adams St.LLC Date: 3/16/2021 Signature: SeAle/-0 Title: Design Professional/Project Engineer Pe PRINT FORM Page 3 of 3 EAF Mapper Summary Report Monday, March 15, 2021 7:19 PM Disclaimer: The EAF Mapper is a screening tool intended to assist II "l79.29 �C 1 7 ='� i7;6., 2 _ project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are {~ \ answered by the EAF Mapper.Additional information on any EAF II l � x ~Y~N~ \ 1 79/9-3-2 179.29-1-6.2 1 { question can be obtained by consulting the EAF Workbooks. Although 54 "'ti 179.29-24 4 the EAF Mapper provides the most up-to-date digital data available to N. -- + , DEC,you may also need to contact local or other data sources in order sC \ sem~ \ to obtain data not provided by the Mapper.Digital data is not a 01'El s,5 179.29-2-3 substitute for agency determinations. s \ 179_29-3-22 1� \ 179.29-2-7.1 1 _---- 1-- 1 YY x ow-m..., I'.1 °77 71 5 179.29-2-6 :179.29-2-7.2 � 179..29-3-25 I179.29-2-19 `. as Spri .s - \ 179.29-1-491.= t lort�nle I k 179.2918 ".,..,— . l \5 "i `1 % /pi pI ,iU GRoch.nlar i 5� 5 C I AJ dfri' --; \ 1 `'^ ., '' 179.29-2-8 CrcvlEakodi .7P'fovklerrcr' 117929-2-14,,123-- I , 'ti 179.29-2-9.1 ° l II ��179J29 2 4.3 p �5 , '1k i , . WAN rock SE.4I } _ p t � 15 ,,�, I� .Pttburgh PhlI delph,ls 1� ` S.Inti 11 P6. R nr Esri`J plin-F1 ETI Es ii China LF-Jong Kong), Esn tr.trIM Can,Esti Japan;MET Esn China Hong Kongi. Esri , 11.,7-hailanch. PJ CC,' pEf'a' 1a €orltnbubrs aid the Gr ,1_ 120+71 i.m unity 011:n@O•aiStr2Etrvlap contribZiajolotpe GIS User Comm Linliy Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a [Wetlands or Other No Regulated Waterbodies] Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Karner Blue, Frosted Elfin Endangered Animal- Name] Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 New York State Department of Environmental Conservation Division of Environmental Permits, Region 5 Aft 232 Golf Course Road, Warrensburg, NY 12885 1111.111 Phone: (518) 623-1240 • Fax: (518) 623-3603 Website: www.dec.ny.gov NalIF Basil Seggos LETTER OF NO JURISDICTION Commissioner ENDANGERED SPECIES ACT March 16, 2021 Ms. Tonya Yasenchak Engineering America 76 Washington Street Saratoga Springs, NY 12866 Re: Proposed Subdivision 132 Adams Street Tax Parcel ID #: 179.29-2-6 City of Saratoga Springs, Saratoga County Dear Tonya: The Department of Environmental Conservation (DEC) has determined that your proposal to sub-divide and develop the above-described parcel in the city of Saratoga Springs is not likely to result in the take of threatened or endangered species. This determination is based on the information submitted by your office on March 15th, 2021 and reviewed by staff from the Division of Fish and Wildlife. Though Karner blue butterflies (Lycaeides melissa samuelis) and Frosted elfins (Callophrys irus) occur nearby, there is no suitable habitat on or near this parcel for either species. Therefore, no permit is required at this time pursuant to the implementing regulations (6NYCRR Part 182) of the New York State Endangered Species Act (Article 11-0535). Be advised that any changes in location, expansion of the footprint of the project, modifications of the scope, or changes in the timing of proposed actions that are not identified in the submission referenced above may trigger DEC authorization. Please reinitiate contact with this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. • Sincerely, Beth Magee Deputy Regional Permit Administrator cP PTS°A S'66. City of Saratoga Springs .- '' 4'41" Department of Public Works i ,n' Anthony J. Scirocco i. ' 15 Vanderbilt Avenue(temporary address) .' ' ; :` Saratoga Springs,Nr12866 Commissioner 61�'''pORATE9 l9,' (518) 587-3550 office Joseph J. O'Neill www.saratoga-springs.org Deputy Commissioner NEW WATER SERVICE CONNECTION AGREEMENT & APPLICATION FORM Property Owner's Name 132 Adams St. LLC Project Name(if applicable) 132 Adams St. Subdivision Property Address 132 Adams St., Saratoga Springs Tax Map#: 179,29-2-6 Size of Tap(check one below)� s/ I( `� / 1" Greater than 1" A unit of water shall be defined as 14,000(fourteen thousand)cubic feet of water per year. Contact the Utilities Department at ext. 2502 for assistance with water use estimation and meter specifications before signing below. Number of Dwellings: 1 Estimated Cubic Feet of Water per Year 21,471 cu,ftlyr To be completed in full without any contingencies or protest, on or before the Building Inspector approval of the rough plumbing, including the installation of the water meter, or at the time of the issuance of a tapping permit. The undersigned represents to the City that they have full and complete authority to execute this document and find and commit the developer to abide by the City Water Ordinance. This agreement shall be binding on all of the undersigned transferees. The undersigned acknowledges that a copy of this document will be delivered to appropriate and necessary governmental entities. /`` � 1 Authorized Signatur Cu r, / Print Name ©C�1 /�tj N o i /Jo Company Name &Address 132 Adams St. LLC, Saratoga Springs, NY 12866 Company Phone Number 51 6. 3 g 3.<2'31 i Fax Number _ Date 3. P7. 2 i ****************************************************************************************** Department of Public Works Approval Date: ENGINEERING AMERICA CO . 76 WASHINGTON ST . SARATOGA SPRINGS , NY 1 2 8 6 6 5 1 8 / 5 8 7 - 1 3 4 0 5 1 8 / 5 8 0 - 9 7 8 3 ( FAX ) TRANSMITTAL SHEET TO: FROM: Planning Board Tonya Yasenchak COMPANY: DATE: City of Saratoga Springs March 15,2021 FAX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: 6 PHONE NUMBER: SENDER'S REFERENCE NUMBER: RE: YOUR REFERENCE NUMBER: 132 Adams St. —2 Lot Subdivision Water,Sewer&Basic SWPPP 0 URGENT Q FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY 0 AS REQUESTED ENGINEERING REPORT: INTRODUCTION: Engineering America Co. has been retained by the applicants / owners, 132 Adams St. LLC, to provide land planning and site/civil engineering services in connection with the 2 lot subdivision application for 132 Adams St. in the City of Saratoga Springs,Tax Map# 179.29-2-6. Subdivision approval will be required from the Planning Board which includes all requirements listed on the City of Saratoga's Preliminary/Final Subdivision Approval Required Submittal Checklist. This report is intended to fulfill items 4 & 6 of the Required Items part of the Preliminary/Final Subdivision approval checklist. DESCRIPTION OF INTENDED SITE DEVELOPMENT& USE: The site, #132 Adams St., is located approximately 120' South of the intersection of Crescent St. and Adams St. in Saratoga Springs New York. The 18,750 sq. ft. lot has an existing single family residential building with detached garage and small shed. The existing building is accessed by driveway at the South of the site. The lot area is nearly level. The property is mostly grassy with a couple landscaping shrubs and only a few trees. The proposed subdivision of this parcel would result in dividing the single lot into two lots. The existing residence is proposed to be removed. A new single family residence would be located on the 9,375 sq.ft lot to the South (designated as Lot 2 on the map). The existing curb cut for the driveway would be modified/ shifted slightly to the North to accommodate a new house in compliance with zoning setbacks. The new lot to be created to the North of the existing house,would be subdivided from the main parcel and marketed for sale as a residential building lot. The new Lot 2 is proposed to be 9,375 sq.ft.in area. Development on each lot would be in compliance with the requirements of Table 3 of the City of Saratoga Springs Zoning Ordinance as shown on the subdivision plans. WATER REPORT: Currently, there are 2 bedrooms within the existing single family dwelling on the property. Using a standard demand of 110 gallons per capita day (gpcd), the existing property can be estimated to have an annual water consumption usage of 80,300 gallons. Assuming that each lot will accommodate a single family residence with 4 total bedrooms the annual water consumption would increase by 160,600 gallons per house per year. Therefore, both houses are expected to have a total demand of 321,200 gal/ year(A total net increase of 240,900 gallons per year from existing conditions). There is a 6" D.I.P water main located in Adams St. which will service the new residences. A new 1" water service connection is proposed for both the new lot and the existing/modified lot. SANITARY REPORT: There are 2 bedrooms within the existing single family residence. Using a standard sanitary sewer of 110 gallons per capita day (gpcd) the existing property can be estimated to have an annual sanitary load of 80,300 gallons. Assuming the both lots will accommodate a single-family dwelling containing 4 bedrooms, the annual sanitary load for the two lots will be approx.. 321,200 gallons / year (net increase of 240,900 gallons per year from existing conditions). There is a 12" tile sanitary sewer main located in Adams St. directly in front of the project site and runs North towards Crescent St.. The existing residence appears to be currently connected to this main. Each proposed new single dwelling unit building would be expected to use a 4" to 6" diameter PVC service line connecting to this main. The additional load from the construction of the new residence is not expected to tax the capacity of the municipal system. 2 STORMWATER& BASIC SWPPP/EROSION CONTROL SOIL CONDITIONS: The project site is relatively flat. Soils on this site are, DeA, Deerfield with hydrologic group A. According to Saratoga County Soil surveys, this soil is classified as loamy fine sand, very deep, moderately well drained with slopes of 0-3%. Soil properties include moderately rapid permeability, slow surface runoff and slight erosion hazard. Depth to bedrock in areas of such soils is typically greater than 60". SEDIMENT& EROSION CON IROL: A sediment and erosion control plan has been developed in order to specify minimum controls and measures to reduce sediment runoff during construction. - Construction Entrance: One construction entrance has been specified to accommodate each proposed new driveway on each lot. - Topsoil: A potential topsoil storage area for foundation backfill and topsoil will be identified (possibly towards the rear / Eastern portion of each lot) and will be surrounded by silt fencing. In general, excavated soil for foundations that will not be retained for backfill and topsoil grading will be required to be removed from the site. - Concrete Wash: Concrete wash areas have been noted on the plans. - Sediment Control: Less than 0.43 acres are anticipated to be disturbed during construction. Silt fencing has been specified around the perimeter of the both proposed lots within the project area to reduce off site erosion migration. 3 132 Adams St - Soil Map < / . \ WnC % £ J .mlu 6 : / wlGm® \ ; _ _ , q } \ 110 \ \ » \ rt. } 2 § g eieemg9 $ m / # OSA &I» m O« 4 y 0 { % k nA d_mAe ƒ ; \ 5 =e_», ; \ / f .gin C — ; &m@9 % Furlow ® e Course LOIS"'«e J WrA 0 D lSe« ® , % 1© J : \ $ DeB e e } 7,_ : . > Iz Wm March ]¢ 20 1 1:9,028 _ o 0.05 0.1 0.2 6 Soils L_ Cities 0 Villages I ? II . . . . . . i ' 0 0.07 0.15 0.3 km 0 Counties Towns 2020 Esri Canada, HERE,Garmin,INCREMENT P,Intermap,USGS,METI/ 78 Soil Survey Surface runoff:very slow Dwellings with basements Erosion hazard:slight This map unit is very limited for dwellings with Depth to water table:.5to1.5feet ntsome time during basements because of wetness or the depth to November through May saturated zoneSelecting ' neorbyareas should baoonoidernd'Tl|edrains around /7000YnQhezaotnone foundation footings and protective coatings on Use and Suitability basement walls may help to reduce this limitation Most areas of this map unit are used for agriculture Septic Tank Absorption Fields or are wooded. It is considered prime farmland when This map unit isvery limited because 0fthe filtering adequately drained. capacity ofthe soil,depth tosaturated zone,and its Cropland restricted permeability caused by an abrupt change in soil texture between |ayora�This condition may result This map unit is moderately suited to cultivated 1nthe pollution ufgroundwater.Abetter drained nearby crops. It can be used to grow hay, small grains corn area should beconsidered for this une�Alternative mi|ago'�uihmandvoQedob|oo.Themeaoona| highvvater septic system designs should beconsidered toinsure table may delay soil preparation and planting. Unless adequate treatment ofeffluent' and to remove excess theooi| |aadoquob�ydnained. oe|ootionio |imitodto water from the oite� nropmihatoremonato|enanttovvetnosa.Adaquato The capability subclass is 3w. drainage outlets are sometimes difficult to locate. Reduced tillage practices, use of cover crops or sod- -, forming crops, and return of crop residues to the soil DeA—Deerfield loamy fine sand, nearly help to reduce compaction and erosion as well as level promote good soil tilth ' This verydoo� moUonsb�yvvoUdrained soil formed Pasture inwater sorted sand. It is on glacial outwash plains This map unit is well suited to pasture However and terraces Slopes range from 0 to 3 percent the seasonal high water table may restrict the root Individual areas range mainly from 5 to 30 acres and growth of some legumes. Deferment of grazing in the are oval. spring and during other wet periods will help to Thehmica| noquence. dopth'andoo0poni(iqnof maintain ti!th and protect sod cover Proper stocking the layers of this map unit are as follows— I , rates, nutrient management,and weed control will Surface layer: help increase forage yields and maintain sod covec ' 0 to 10 inches,very dark grayish brown loamy fine Recreation sand This map unit is very limited for most recreational Subsoil: uses because of the depth to the saturated zone The 10 to 26 inches mottled dark yellowish brown loamy addition of fill material and improved drainage will be fine sand needed in most areas of this map unit to make these Substratum: uses functional.Ahigho� drier site should ba ' 26 to 44 inchesmottled,yellowish brown fine sand considered for these uses. 4 44to72inches, brown fine sand - li Woodland Included with this soil in mapping are small areas of The potential productivity for red maple is well drained Oakville soils and somewhat poorly drained moderate This map unit is poorly suited far log Wareham soils Also included are areas of sandy over landings and natural road surfaces because of clayey Claverack soils Included areas are up to 5 wetness Improved drainage and the addition of fill acres and make up about 25 percent of the unit material may be needed in most areas of this unit to Soil Properties ouppo�heavy machines. H|gho� more-convex positions should be considered There is also a high Permeability moderately rapid or rapid in the surface, potential for seedling mortality because of wetness rapid in the subsoil,and very rapid in the Only species that are wetness-tolerant should be substratum selected for this site Trees to manage include Norway Available water capacity(average for 40-inch profile) spruce and white spruce very low or low k Saratoga County, New York 5 Soil reaction:very strongly acid to slightly acid saturated zone. Selecting sites in better drained, throughout nearby areas may reduce this limitation.Tile drains Surface runoff.'slow around foundation footings and protective coatings o Erosion hazard:slight basement walls may help to reduce this limitation. Depth to water table: 1.5 to 3 feet at some time during Septic Tank Absorption Fields December through April Depth to bedrock:greater than 60 inches This map unit is very limited because of the filterin Flooding hazard:none capacity of the soil and depth to saturated zone Use and Suitability (mainly in the spring). Inadequate filtering by the soil above the saturated zone may result in the pollution Most areas of this map unit are used for agriculture. groundwater.Alternative septic system designs shou Some areas are in woodlots, orchards, or are being be considered to insure adequate treatment of used as sites for residential development. effluent. Selecting sites with moderately rapid Cropland permeability in nearby areas may reduce this limitation. This map unit is moderately suited to cultivated The capability subclass is 3w. crops. It can be used to grow hay, small grains, corn silage,fruits and vegetables. The seasonal high water DeB—Deerfield loamy fine sand, table may delay soil preparation and planting. Unless undulating the soil is adequately drained, selection may be limited { to crops that are more tolerant to wetness.Adequate This very deep, moderately well drained soil forme drainage outlets are sometimes difficult to locate. In in water sorted sand. It is on glacial outwash plains ;A the summer months, this map unit may be subject to and terraces. Slope ranges from 3 to 8 percent, and droughtiness. Reduced tillage practices, use of cover complex. Individual areas range mainly from 10 to 3C 4:gcrops or sod-forming crops, and return of crop acres and are oval or rectangular. : residues to the soil help to reduce compaction and The typical sequence, depth, and composition of erosion as well as promote good soil tilth. the layers of this map unit are as follows- - Pasture Surface layer: This map unit is well suited to pasture. However, 0 to 10 inches,very dark grayish brown loamy fine !.: the seasonal high water table may restrict the root sand � growth of some legumes. Deferment of grazing in the Subsoil: spring and during other wet periods will help to 10 to 26 inches, mottled, dark yellowish brown loamy maintain tilth and protect sod cover. Proper stocking fine sand . rates, nutrient management, and weed control will help increase forage yields and maintain sod cover. Substratum: 26 to 44 inches, mottled, yellowish brown fine sand i Recreation 44 to 72 inches, brown fine sand ,'_ This map unit is somewhat limited for many Included with this soil in mapping are small areas( 44 recreational uses because of the depth to saturated well drained Oakville soils and somewhat poorly drainer zone. For golf fairways, this unit is also somewhat Wareham soils.Also included are areas of sandy ovs limited by droughtiness.The addition of loamy fill clayey Claverack soils. Included areas are up to 5 material and adequate drainage will greatly improve acres and make up about 25 percent of the unit. 2 conditions for these uses. Soil Properties 41, Woodland Permeability:moderately rapid or rapid in the surface E The potential productivity is high for eastern white rapid in the subsoil, and very rapid in the pine.This map unit is not limiting for most woodland substratum k management activities. Trees to manage include red Available water capacity(average for 40-inch profile). pine and European larch. � en-, ivery low or low =l Dwellings with basements Soil reaction:very strongly acid to slightly acid ig r throughout This map unit is very limited for dwellings with Surface runoff:slow ' basements because of wetness or the depth to Erosion hazard:slight .t iie'i4 City of Saratoga Springs Complete Streets Checklist Saratocia Sprint's Complete Street Policy Vision (May 2012) The City of Saratoga Springs Complete Streets Policy will encourage the development of a complete streets network throughout the City to create a more balanced transportation system. The Policy shall be consistent with and assist in achieving the goals and recommendations set forth in the City's Comprehensive Plan and other policy documents. The Policy shall ensure new and updated public and private projects are planned, designed, maintained and operated to enable safer, comfortable and convenient travel to the greatest extent possible for users of all abilities including pedestrians, bicyclists, motorists and transit riders. This checklist is intended to assist the City in achieving its vision for complete streets. Project Name: 132 Adams St LLC- 2 Lot Subdivision Date: 3/15/2021 Project Location / Limits: 132 Adams St.; Approximately 120' South of the intersection of Crescent St. &Adams St. Project Description: Subdivision of one lot to two lots, creating a new residential lot plus existing residential lot Instructions: For each box checked, please provide a brief description for how the item is addressed, not addressed, or not applicable and include supporting documentation. Street Classification (identify street or streets within the project area) Principal arterial ❑ Minor arterial ❑ Mixed use collector ❑ Mixed use local ❑ Residential collector ❑ Residential local ■❑ Special use street ❑ EXISTING CONDITIONS Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description Existing Bicycle & Pedestrian Operations Do bicycle and pedestrian accommodations exist? (see page 2 for ❑ III ❑ No Sidewalks exist at site examples) Existing Transit Operations Do transit facilities exist within the study area, including bus and ❑ ❑ Transit only to/from Casino Hotel train stops/stations? Is the project area on a transit route? (CDTA Service Routes) . ❑ ❑ Bus route on Crescent to Casino Hotel Are there bicycle racks, shelters, or parking for transit riders ❑ ❑ available? Existing Access and Mobility Do connective opportunities exist with schools, hospitals, senior ❑ q ❑ care or community centers or persons with disabilities within project area? Are there gaps inhibiting continuous access between schools, Ziff ❑ ❑ hospitals, senior care, or community centers or persons with Sidewalks not continuous disabilities within project area?" Project Area Context Are there prominent landmarks, recreation, shopping, employment ri ❑ ❑ center, cultural centers or other key destinations that offer Casino Hotel & Harness Track opportunities to connect this site? Please list and/or describe planning or policy documents addressing bicyclist, pedestrian, transit, or truck/freight use for the project area. Examples can include: City of Saratoga Springs Comprehensive Plan, City of Saratoga Springs Open Space Plan, Capital District Transportation Committee Bicycle/Pedestrian Priority Network, City Standard Details, etc. The project proposes to include new concrete sidewalks to increase connectivity for pedestrian travel. City of Saratoga Springs Complete Streets Checklist 1 CONSTRUCTION COST ESTIMATE: 132 Adams Street, LLC Planning Board# Adams Street Subdivision --February 9,2021 T.B.D. Bond WORK ACTIVITY QUAN UNIT UNIT PRICE TOTAL % Balance Complete Site Prep and Grading(25%) Rough Grading 1 ea $1,500 $1,500 $375 Erosion Control-Silt Fence 600 ft $2 $1,200 $300 Subtotal: $675 Hardscape(100%) Concrete walk 750 ft $6 $4,500 $4,500 Curb 150 ft $20 $3,000 $3,000 Driveway 2 ea $2,500 $5,000 $5,000 Subtotal: $12,500 Off Property Items @ 100% Patch Adams after sewer and water installed 600 sq-ft $60.00 $36,000.00 $36,000 1"Copper water service w/SV and Corp. 2 each $3,500.00 $7,000.00 $7,000 1"Copper pipe in ROW 40 ft $17.50 $700.00 $700 4-in sanitary hookups(2) 2 each $1,500.00 $3,000.00 $3,000 Street Light 1 each $3,000.00 $3,000.00 $3,000 Street Trees 2 each $500.00 $1,000.00 $1,000 Subtotal: $50,700 Miscellaneous Items As Built Drawings @ 100% 1 each $1,500.00 $1,500.00 $1,500 On Site Items @ 25% Copper pipe 1-in water line 80 ft $25.00 $2,000.00 $500 4-in sewer line 80 ft $4.00 $320.00 $80 Subtotal: $580 Total SUBTOTAL= $65,955 Prepared February 9,2021 Engineering America Company 76 Washington Street, Saratoga Springs, NY 518-587-1340 TOTAL $65,955 COST ESTIMATE PROPOSED DESIGN Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description Complete Streets Design Bicyclist accommodations? ❑ Nif ❑ Pedestrian accommodations? [l ❑ ❑ New 5.0'sidewalk Access and Mobility accommodations? ❑ ❑ Transit accommodations? ❑ ❑ Truck/freight accommodations? El ElV Streetscape elements? W ❑ ❑ 2 New street trees and 1 new street light Bike Facilities: Off-roadway bike ❑ Yes ■❑No DNA accommodations Pedestrian Facilities: Dedicated bike lane ❑ Yes ■❑No DNA Sidewalks on both sides of ❑Yes LINo DNA Shared-use lane ❑ Yes ■❑No DNA the street Shoulder ❑ Yes ■❑No DNA Striped crosswalks IDYes ❑No LINA Acceptable actuated traffic El Yes ■❑No DNA Geometric modifications ID Yes ❑No LINA signal bike detection, including to reduce crossing turn lanes distances such as curb Do signals allow adequate ❑ Yes ■❑No DNA extensions (e.g. bulb-outs) minimum green time for Acceptable provision for 111Yes ❑No LINA bicyclist to safely cross pedestrian traffic signal intersection? features (e.g. ped. buttons) Signage and pavement 111 Yes ■❑No DNA Pedestrian signage for 111 Yes LINO DNA markings specific to proposed crossing &wayfinding bike facilities Safety islands/medians on ❑Yes ❑No LINA Bicycle safe inlet grates 111Yes LINo DNA roadways with two or more Bicycle parking, eg. bike racks, ❑ Yes LINo DNA traffic lanes in each direction bike lockers Enhanced supplemental ❑Yes LINo DNA Transit Facilities: pedestrian treatments at uncontrolled marked Transit shelters 111Yes LINo DNA crBus turnouts ❑ Yes LIConnectivity:cs No DNA on Standing pads ❑ Yes LINo DNA Has CDTA been contacted? ❑ Yes LINo DNA Are there proposed ❑Yes ❑■No DNA connections to other bike Access and Mobility Facilities: paths, pedestrian facilities, or Adequate sidewalk or paved LI Yes ONO DNA transit facilities? path Are there proposed ❑Yes III No DNA Acceptable ❑ Yes ❑No LINA connections to any key consideration/provision for destinations listed on page 1? accessible pedestrian traffic Are there proposed ❑Yes III No DNA signal features connections to Curb ramps, including ❑ Yes ■❑No DNA neighborhoods? detectable warning Streetscape Elements: surface Are streetscape elements ❑■ Yes ❑No DNA Acceptable slope and • Yes ❑No DNA proposed such as cross-slope for driveway ramps, landscaping, street trees, sidewalks, crossings) planters, buffer strips, etc? Have conflicts been reduced ❑ Yes ❑ No ❑■ NA Pedestrian-level lighting ❑■ Yes ❑No DNA among pedestrian, bicyclists, and motor vehicles (access Public seating or benches ❑Yes ❑■No DNA management)? Design Standards and Guidelines _ Design meets guidelines such as described below for LI Yes ❑No DNA Describe New sidewalks bicycle/pedestrian/bus/transit facilities? "American Association of State Highway and Transportation Officials(AASHTO)-A Policy on Geometric Design of Highway and Streets, Guide for the Development of Bicycle Facilities and AASHTO Guide for the Planning,Design,and Operation of Pedestrian Facilities;Public Right-of-Way Accessibility Guide(PROWAG); Manual on Uniform Traffic Control Devices(MUTCD);Americans with Disabilities Act Accessibility Guidelines(ADAAG); National Association of City Transportation Officials(NACTO)-Urban Bikeway Design Guide.New York State Department of Transportation— Highway Design Manual City of Saratoga Springs Complete Streets Checklist 2