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Home My WebLink About20220706 Thornton Subdivision Application �FOR OFFICE USE� **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** `}:ocr:l �� ''r CITY OF SARATOGA SPRINGS (App��ation#> �^ '�� %. ` ' ` �, �: � PLANNING �OARD - �`� �11�' �J CITY HALL-474 BROADWAY (Date received) � -�_:�E SARATOGA SPRINGS, NEW YORK 12866-2296 �� `�' TEL: 518-587-3550 X2533 ��rFO w 4 T f.D �q www.saratoga-springs.org (Project Title) APPLICATION FOR: �heck if PH Required ❑ � PRELIMINARY II✓ FINAL SUBDIVISION Staff Review Property Address/Location: Thornton 2 Lot Subdivision: 215 Grand Ave., Saratoga Springs Tax Parcel#: 165.65-2-21 Zoning District: U R-2 (for example: 165.52-4-37) �RR/SR1 - Conservation Subdivision Checklist Required Total Acres: 0.431 acres (18,765 sq.ft.) Land to be Subdivided Into: 2 Lots APPLICANT(S)* OWNER(S) (If IIOt appllCallt) ATTORNEY/AGENT Name Patricia V. & Daniel B. Thornton (same) Agent: Engineering America Co. Address 215 Grand Ave., Saratoga Springs, NY 12866 76 Washington St., Saratoga Springs, NY Phone 518 / 584-3695 518/587-1340 Email vandorn3@yahoo.com tonyay@nycap.rr.com Identify primary contact person: ❑ Applicant ❑ Owner 8 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� YES� IfYES, include Application TYPE SketCh Plan and DATE: 11/21/19 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 X . 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 for purposes of conducting any necessary site inspections relating to this application. Digi[ally signed by Dan�iel B.Thom[on anie . orn on oN��-oa��e�B Tho��o�o o�ema��-�o�v�@�v�aP��om�-�s 3/4/21 Applicant Signature: ��e2021 03 04 15 2��41�� Date: If applicant is not current owner, owner must also sign. Owner Signature: Date: Application 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. ��`'"`'' sf CITY OF SARATOGA SPRINGS f '`� �� ` '� PLANNING �OARD � �; f _ �J1� � CITY HALL-474 BROADWAY i`„"� }� -- SARATOGA SPRINGS, NEW YORK 12866-2296 � " �� TEL: 518-587-3550 X2533 `'"��ArFG 1�'�� www.saratoga-springs.org PRELIMINARI�/ FINAL SUBDIVISION APPROVAL REQUIRED SUBMITTAL CHECKLIST CheCklist Prepared By: Engineering America Co., Tonya L.Yasenchak, PE �1t2: 3/4/2021 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. CHECKEACHITEM � I. Completed Subdivision Application � 1 a. Conservation Subdivision Checklist if required � 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 (pd� shall be provided. � 4. Basic or Full Storm Water Pollution Prevention Plan as required per City Code Chapter 242. � 5. Copy of signed DPW water connection agreement for all projects involving new water connections to the City system � 6. Engineering Report for Water and Sanitary � 7. Complete Streets Checklist � 8. Project Cost Estimate-Quantities of work items and estimate of costs REQUIRED ITEMS ON SUBDIVISION PLAT, AS APPLICABLE: � I. 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 I 929 datum. A copy of the original property survey must also be included. � 4. North arrow and map scale City of Saratoga Springs Subdivision Checldist 1 � 5. Parcel tax map number � 6. Site location map � 7. Site vicinity map (all features within 300 feet of property) � 8. Identi�cation of current zoning with corresponding area requirements � 9. Building setback lines, either listed or shown on plans � I 0. Title block with subdivision name; name and address of applicant; and name and address of property owner (if different) � I I. Name, address and phone number of subdivision surveyor and/or engineer � I 2. Names of all adjacent property owners within 300 feet (include both sides of street) � I 3. Identi�cation of size, elevations, material, and slopes of all existing and proposed utilities within 400 ft of site. � 14. Parcel street address (existing and any proposed postal addresses) Yes No N/A I 5. Identi�cation of existing or proposed easements, covenants or legal rights-of-way on this property � � � � � � I 6. References to all prior variances or special use permits � � � I 7. Existing and proposed contours and spot grades (at 2 foot intervals) ❑ ❑ � I 8. Identi�cation of all watercourses, designated State wetlands, buffers, Federal wetlands, floodplains, rock outcroppings, etc. � ❑ ❑ I 9. Identi�cation of all existing or proposed sidewalks or pedestrian paths (show type, size and condition of existing sidewalks) � ❑ ❑ 20. Location, design speci�cations and construction material for all proposed site improvements (drains, culverts, retaining walls, berms, fences, etc.) � � � 2 I. Location and distance to�re hydrant � � � 22. Erosion and sediment control plan— including designated concrete truck washout area � � � 23. Approximate location, dimensions and areas for proposed lots and proposed public recreational land � � � 24. Proposal for utility systems and lateral connections � � � 25. Location and width of proposed streets City of Saratoga Springs Subdivision Checl<list 2 2021 LAND USE BOARD FEE WORKSHEET OPED Fees Type 2021 Fee ApplicationtoZoningBoardofAppeals[1][2] TOTAL #VARIANCE UseVariance $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-WorkApplication Fee Add 50%App fee+$50/app Varianceextensions 50%ofAppfee+$50/app ApplicationtoDesignReviewCommission[1] TOTAL #STRUCTURE Demolition $385 Residential Structures Principal $55 Accessory $55 Extension $35 Modification $55 Multi-Family,Comm,Mixed-Use Structures Sketch $165 Principal $550 Exten si o n $200 Modification $330 Multi-Family,Comm,Mixed-Use Accessory,Signs,Awni ngs Principal $140 Extension $75 Modification $140 Post-WorkApplication Fee Add 50%App fee ApplicationtoPlanningBoard[1] TOTAL #STRUCTURE Special UsePermit[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+$130/1000sf Non-Residential-extension $300 Non-Residential-modification $650 Subdivision-incI.PUD: TOTAL #LOTS Sketch Plan $330 PreliminaryApproval[2] Residential:1-5 lots $660+$50/app Residential:6-10 lots $990+$50/app Residential:11-201ots $1320+$50/app Residential:2l+lots $1650+50/app Residential-extension $330 Final Approval[2] Residential 1�2�.�� 2 $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-WorkApplication Fee Add 50%App fee Lot Li ne Adj ustment $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 $50/app [1] Feesarebasedonperstructure,exceptwherenoted. $1�720.00 TOTALDUE [2] Legal ad required;includesCityprocessingand publishing ForAdminisirative Use Total Paid at Intake Revised Fee Balance Due ��_Balance Paid Staffapproval WASHINGTON STREET W W �4- W SSMH W �I�� V � I�� RIM = 321.69 Q �� I� INV, (W) = 317.89 INV (NE) = 316.89 INV (S) = 316.89 ,MH � �� ————— � --------- � ___-----� , wA�K � _-------- o s�oN�aEE �� _ z 0 � �� w �� `a m � �� s�� II wASHiNCTON (N Y s RT z9) sTREET � II � �� >aox E� � II � w � I II � o � �II I II `� �uM�N �I �I �� SITE J Q =w � ii� �� ii � m� ii ii � � �� RANo A�EN�E ii ii � �� ii � ��P��E P��E�M„ �� SITE LOCATION MAP II � NOT To scA�E II I�II �II �QII �II i QII "II � �� LOT70 LOT9 LOTB (MnP REF, No. �) LOT� o�� MAP REF No ,> �M�P REF No ,> �M�P REF No ,, ZONING INFORMATION: LANDS NOW OR �II LANDSNOWOR FORMERLYOF ZONING DISTRICT: UR-2 II � LANDS NOW OR LANDS NOW OR FORMERLYOF JOHN C.GRADY MINIMUM LOT SIZE: 6,600 SQ. FT. (WITH WATER AND SEWER) O II I FORMERLY OF FORMERLY OF KURT KIMMEL AND II � DANIEL G. HAMEL,JR.AND DORENE M.COUCH KIMBERLY DANFORTH DEED NO.2006019027 MAP REFERENCE. (20,000 SQ. FT. WITHOUT WATER OR SEWER) II KAREN HAMEL (40,000 SQ. FT WITHOUT WATER AND SEWER) BOOK 1608 OF DEEDS, DEED NO.2014027932 MINIMUM MEAN LOT WIDTH: 60 FT. �� DEEDN0.2018019503 PAGE223 � 1 .� MAP ENTIT�ED ��MAP OF �ANDS IN SARATOGA SPRINGS BE�ONGING TO II � � � HousE I �NA�N ��NK FEN�E JOHN A. WATERBURY", DATED DECEMBER 10, 1855, MADE BY MAxiMUM PERCENT oF �oT To eE occuPiE� eY: w000 FENCE o 0 o x x x x x x x x x PRINCIPAL BUILDING: 30 � �� woo�o FENc�—o-- S88°15'00"€ 140.00 � I A. GARNSEY AN� �I�E� IN TI—IE SAR/�T�GA C�UNTY C�ERK�S �FFICE �N ACCESSORY BUILDING: 10% � �ANUARY 1, 1870 AS MAP NO. ��HH-23��. MINIMUM YARD DIMENSIONS: �� ssMH � LOT 12 � — � �RiM = 323.03 LOT 7� �MAP REF. No. �� FRONT: 1 0 FT. II iNV. = 3�5.34 I..0 (MAP REF- No, i) coNc. I SHED � s�na +' LOT 1�3 LOT 14 REAR: 25 FT. I I I `� (MnP REF. No. �) - (MnP REF Na �) � II � � � — _ _J O T�OTALIDEDEg 20 FT. II � � � � PRINCIPAL BUILDING: II WOOD M II �, � � R�M� DEED REFERENCE: MiNiMUM FiRST F�ooR AREA: � VINYL FENCE 1 STORY: 900 SQ. FT. II � LANDS OF 2 STORY: 700 SQ. FT. �� TiuTv II � � � DANIELBRIGGSTHORNTONAND -- 1.� DEED DATED �ANUARY 2002 FROM WI��IAM E. VAN DORN AND MARGARET S. VAN DORN, MAXIMUM BUILDING HEIGHTe 60 FT. Po�E �� w Q � PATRICIAV. THORNTON � MINIMUM DISTANCE FROM ACCESSORY BUILDING T0: � � -- �s� AND PATRICIA V. THORNTON f�k�a PATRICIA V. GROTTO TO DANIE� BRIGGS THORNTON II Q � o x BOOK16040FDEEDS, PAGE743 0 > AND PATRICIA V. THORNTON AND RECORDED IN THE SARATOGA COUNTY C�ERK�S PRINCIPAL BUILDING: 5 FT. � II � � � " z FRONT �oT uNE: �o FT. � �� X AREA= 18,790±SQ. FT. w000 � �FFICE IN B�OK 16�4 �F �EE�S /�T P/�GE 743. SIDE LOT LINE: 5 FT. — �� II � � DECK � � � � w REAR LOT LINE: 5 FT. � � MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25� I I o X T,9X�l✓,9P P,9/�CEL NO. " z o II � 165.6,5-2-21 — -----� o w � II � � X � z J � 22, II � � I � � � � � � Q o w II � X r � � � � � � �� I z " � z � �� r o o NOTES: II � X � zj �� 1 .) OFFSET DIMENSIONS ARE MEASURED TO ROOF �INES. II � � X � ol �o � � II ,�� z �I �� P°�ERS�E Q 2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TIT�E �_ w � ii oa � I z o i 61 i � �arvosNowoR oR A TiT�E REPORT `; EY DANIEL C. WHEELER, LS II u w I = o r J 55.9'± FORMERLY OF AME��USE II Q w X w � 4 3 LLLLLLLLL GARY P. WILLETTE AND II �Q � � � � � � JOSEPHLEONE,JR. 3.) EXISTING UTI�ITY �OCATIONS SHOWN WERE ESTAB�ISHED BY ACTUA� FIE�D �OCATION �� " � � z �ND UTI�ITY BASEM�PS PROVIDED BY THE SAR�TOGA SPRINGS ENGINEERING DEPT. A�� iii;<��.:5 CIATES LLC �� II �� y x METER � � � MncAonM � � DEEDN0.2015026825 UTI�ITIES MUST BE MARKED AND VERIFIED PRIOR TO CONSTRUCTION. � �� II �� = I N��°��'o�"w � F9FiOFE��iIOI�IAL LANU �iUFiVEI(II�1(i �� C�72.83' ��° 22� ExisTiNc 4z� � � L=77.75' � �, o �32 �I�OADV�/�,Y, S�JI�€ 5, S��G�, S�RD�1�S, NY � 2��6 II � ,� Two sTORY ;� I � II R=62.50' � I � II � — j 22 HousE 40 � J ��. (51 �) 5�3-730� FAX (51 �) 5�3-7303 II � � P a � 8,0,+ I Y O � II � � _ ovERHEAo � � MACADAM � uliulv � � DRIVEWAY � �� -I' uNEs � � � ��PF � �+ � � o o HOUSE � 204� � � ENGINEERING AMERICA CO. UTILITY P LE �� + � COVERED PORCH PORCH � �L------ S�EPS 76 1/VASI�If�GT�N ST�€€T II � +I ROOF LWE (TYP.) +I II �o�, � � ME7AL FEN�E S,4V�,4��GA S�RDIN�S, NLW Y�V�K � 2�6�6 II � � �� I�. (51 �) 5�7—� 3�0 F�X (51 8) 580-9783 � �� ° N88°�5'00"W coNCRETE si�EwA�K 98•�� `'°N� II � � ��o OWNER/DEVELOPER: II CONC. CURB II � ��VV` D�IL �ROl5l5� �I�I��VV`��V�I �V�I� r��l'1�0� b . �I�V��IW��VV` II � CURBED ISLAND � � ��M" G RA N D A VE N U E RIM = 326.44 RIGHT OF WAY = 60 FT. (BY OCCUPATION) �� INV. = 315.34 WIDTH OF PAVEMENT VARIES � gy � A��+ A ��D�f�pP�� f�pA/ �I �� B� Fo 'A�Fo IR I VI A� I VI V V �� (� � �) ��6�� POR�� n (��I ��`� ��I� �S C��I�� ) ii � ii II uNAUTHORizE� A�TERATioN oR A��iTioN To THis MAP is A vio�ATioN oF ARTic�E �45, sECTioN �zo9, suB—PARACRAPH (z) II � °°"°RE'E�°Ra � OF THE NEW YORK STATE EDUCATION LAW. �s,oRv eR��k��sE Po�E NM,� o sE�R��EAN o�, �oN�RE,E APRON �S��N �° ° �� oP s�� s� �i I �aE�M TITLE: � 0��0 �1� C��I �0�0�� I �� WATER �EWA� � �A��E s�� a°°� ��°�� Y�S�N�� °�� 'n'�� SUBDIVISION OF LANDS OF 11 3<<00�� .�. �I�. �1�. 05�,7�3 �.�.5. LI�. �0. 0�0,� 3� II " � �� 8�� . DANIEL BRIGGS THORNTON AND �=M� �" � POR� CERTIFICATION. �� = PA TR I C IA V. TH O R N TO N �� 5�` Qo��"�� °°�`" zs,oRr,RAME�o�� THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE � ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ��` �� LOCATION: DATE: � �ANiE� c. wHEE�ER P.�.s. uc. No. 50,�3� C0�`� �� S,�� S��D��S ,��I� �� 0�0 (0�1�0�� D��OC�) APPRovE� uN�ER AUTHORiTY oF A REso�uTioN A�oPTE� S,��G� C��J ��Y� ��VV `��C � BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. FIRE HYDRANT ALE: cH�iRPERsoN � 0�� e �� MAP NO. �0�0-0�-0� DATE SIGNED Po�E�M�s � I I � �o��aE.E��Ra WAS�I N G TO N S TR E E T CITY OF SARATOGA SPRINGS — STANDARD NOTES: � � � w w > Q SSMH RIM = 321.69 � iNv (w) = 3��a9 1 .� A�� WORK MUST CONFORM TO A�� FEDERA�, STATE AND CITY CODES, C� �� iNv �sj�- 3i6a9� SPECIFICATIONS, ORDINANCES, RU�ES AND REGU�ATIONS. �M� � // � �� 2.) E�EVATIONS ESTAB�ISHED FROM INFORMATION SUPP�IED BY THE � --_________ =o=_______��, =�°��E�Ew�� CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. � II m � � II o 3.) A�� REFUSE, DEBRIS AND MISCE��ANEOUS ITEMS TO BE REMOVED II Ce SHA�� BE �EGA��Y DISPOSED OF OFF-SITE BY THE CONTRACTOR � II TO A �OCATION APPROVED BY THE CITY ENGINEER. wASHiNCTON (N Ys RT z9) sTREET � �� s,�� II � II 4.) THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING � II �^ B0%EL WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. � � � II � � CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A � °� �� DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE � �a �II CONSTRUCTION INSPECTION IS THE RESPONSIBI�ITY OF THE � APP�ICANT�DEVE�OPER. AN ESCROW ACCOUNT TO COVER �� uM�N �� THE COST OF THE INSPECTIONS MUST BE ESTAB�ISHED PRIOR � TO ANY CONSTRUCTION. z SITE J I 5.) THE CONTRACTOR MUST OBTAIN A B�ASTING PERMIT FROM THE �� II BUI�DING INSPECTOR IF ANY B�ASTING IS REQUIRED FOR THE °'� II�II PROJECT. AVENUE II � cRANo II � 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED II BY THE DEPARTMENT OF PUB�IC WORKS FOR ANY WORK IN THE � II STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR A��EY. II � II 7.) A�� POINTS OF CONSTRUCTION INGRESS AND EGRESS SHA�� BE � �� MAiNTAiNE� To PREVENT TRACKiN� oR ��owiN� oF sE�iMENT oR SITE LOCATION MAP �� Y E�M�� DEBRIS ONTO A PUB�IC ROAD. NOT To scA�E P �E P° II � II 8.) NO CERTIFICATE OF OCCUPANCY WI�� BE ISSUED UNTI� A�� SITE �II I WORK HAS BEEN COMP�ETED IN ACCORDANCE WITH THE APPROVED �II � P�ANS AND AN AS-BUI�T DRAWING HAS BEEN PREPARED IN �� ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. �II �QII oii �OTB ZONING INFORMATION: �� LOT 10 LOT 9 �MAP REF. Na �� OT� oII � (MAP REF. No. �) (MAP REF. No. i) (MAP REF. No. i) ZONING DISTRICT: UR-2 �II LANDSNOWOR ORM R�LYOF MINIMUM LOT SIZE: 6,600 SQ. FT. (WITH WATER AND SEWER) II � LANDS NOW OR LANDS NOW OR FORMERLYOF JOHN C.GRADY MAP REFERENCE. (20,000 SQ. FT. WITHOUT WATER OR SEWER) O II � FORMERLYOF FORMERLYOF KURTKIMMELAND (40,000 SQ. FT. WITHOUT WATER AND SEWER) II � DANIEL G. HAMEL,JR.AND DORENE M. COUCH KIMBERLYDANFORTH DEED NO.2006019027 MINIMUM MEAN LOT WIDTH: 60 FT. II KaRENHAMEL 1 .) MAP ENTIT�ED "MAP OF �ANDS IN SARATOGA SPRINGS BE�ONGING TO BOOK 1608 OF DEEDS, DEED NO.2014027932 MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: �� DEEDN0.2018019503 PAGE223 � �OHN A. WATERBURY��, DATED DECEMBER 10, 1855, MADE BY PRINCIPAL BUILDING: 30 � II � ° � � HousE I �HA�N ��N�< FEN�E A. GARNSEY AND FI�ED IN THE SARATOGA COUNTY C�ERK'S OFFICE ON AccEssoRY Bui��iN�: �o� II � w000 FENCE � o0o FENCE __� o 0 o x x x x x x x x x �ANUARY 1, 1870 AS MAP NO. ��HH-23��. MINIMUM YARD DIMENSIONS: �� I ° o�—�— S88°1 5'00"E � �—�—�—�—�— 1 40 00' I i� +, _ FRONT: 1 0 FT. �� ssMH I � � �OT 11 72 �0 � LOT 12 ,�, � � � 68.00' REAR: 25 FT. (�RiM = 323.03 � � (MAP REF. No. �) --- (MAP REF No. ') ' coNc. � � ONE SIDE: 8 FT. II ��v = 3�s34 � I � o _ � sHE� � N o o s�ne �' �OT 13 �OT 14 TOTAL SIDE: 20 FT. � �� _ I �� (MAP REF. No. �) � (MAP REF. No. �) PRINCIPAL BUILDING: � �� I� � " � � `� ° MINIMUM FIRST FLOOR AREA: � i I PROPOSED � o °� DEED REFERENCE: II � / PROPosE� GARAGE � � w000 � 1 STORY: 900 SQ. FT. � II � � �/� l°� / � DRivEwAv � � wNv� FENCE RAM� � 2 STORY: 700 SQ. FT. II � vJ � � / � �� +� 1.) DEED DATED JANUARY 2002 FROM WI��IAM E. VAN DORN AND M�RG�RET S. VAN DORN, MAxiMUM Bui��iN� HEi�HTe 6o FT. � I I � �� MINIMUM DISTANCE FROM ACCESSORY BUILDING T0: ��"� '° 1,�,1Y II � � , � � �� , � -- AND PATRICIA V. THORNTON f�k�a PATRICIA V. GROTTO TO DANIE� BRIGGS THORNTON z � � �------�` ��'�,, �o ,,�� , O r PRINCIPAL BUILDING: 5 FT. POLE �� = � � � � - X ,��,� M�� AND PATRICIA V. THORNTON AND RECORDED IN THE SARATOGA COUNTY C�ERK'S FRONT �oT uNE: �o FT. �� Q � o IX I z ��x o� ( AREA= 11,974±SQ. FT. � �FFICE IN B�OK 16�4 �F �EE�S /�T P/�GE 743. SIDE LOT LINE: 5 FT. r � � I I � � -A` � � � , REAR LOT LINE: 5 FT. � II �� I � �O� � � � � w � MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25� z � � x� m I w000 � 3 4" TYPE K I r DECK � � - — — �� QI ,� AREA=6,816�SQ. FT. / y Q w II ,� w�TER v � o sERwcE �X�I � I � � ' � � I I � � � II � � �� r-----� � 80�+ — -----� o z � �� II —W—W '-�' XW�—W�I I � w � I � � � o z �� I w II �� X 1 � � �; � l� I � � o r �i � � � � i m � �� NOTES: — � �� — T � � � i � � �� J o II � � � � � � � � o � rl � �> o g � , OFFSET DIMENSIONS ARE MEASURED TO ROOF �INES. II � sERv�cEw �aEnNou � PROPOSED I �I �� `° ��" o � � II I � � NousE � � I zl �� o z 2 � THIS SURVEY W�S DONE WITHOUT THE BENEFIT OF AN ABSTR�CT OF TIT�E 9�, � I o W � � ggg } �— � " oR A TiT�E REPORT `; EY DANIEL C. WHEELER, LS �� ss�� S�6—�Ss I I � o�� &� �� coNCRETE J ��SS� ss I � �� ' ,X � � P A V E R s W I � LANDS NOW OR II �w = 13�8± �--� � � �,� i r-' 6' I 559± FORMERLYOF 3 ) EXISTING UTI�ITY �OCATIONS SHOWN WERE ESTAB�ISHED BY ACTU�� FIE�D �OCATION �s,oa�FR�E�o�sE ,�� II o� � � ,� I � � I o N � a.3 �� GARYP.WILLETTEAND AND UTILITY BASEMAPS PROVIDED BY THE SARATOGA SPRINGS ENGINEERING DEPT. ALL �:�'�''��..::5 CIATES LLC � �� z � � � � � � � j � � JOSEPHLEONE,JR. UTI�ITIES MUST BE MARKED AND VERIFIED PRIOR TO CONSTRUCTION. � II >w � I � I I � � �'E�E� j � � s1AMPEo � � oEEo rvo.zo15o2s825 F�FiOFE��iIONAL LANU �iUFiVEI(IN(; Q> � \ � � �� __� I� METER� MA�AOAM � �32 �I�OADV�/�,Y S�JI�€ 5 S��G�, S�RD�1�S NY � 2��6 �� o� � � \ M33°��'03„W --►� �3.a± \ 0 �� —�2.�3' � �� z z' a.z' � � � � � � �� ii � EXISTING II �o � �R=62.50' �`�� ' Two sTORY � I o ��. (51 �) 5�3-730� F�X (51 �� 5�3-7303 II � � A � � I � HousE "' - i� � � � �A � � 22� 40� � � � SUBJECT PARCEL INFORMATION: �� o Q 8.0'± � II � \ �� _ ovERHEn� � � Q MACADAM � II V � � � �iNEs � � � � DRIVEWAY � � � � °wN�R: ENGINEERING AMERICA CO. �PF � �� ` � � � � 204 I o o HousE DANIE� BRIGGS THORNTON AND PATRICIA V. THORNTON (DEED REF. N0. 1) 76 V�/ASI�If�GT�N ST�€€T UTILITY �� f�� P LE � COVERED PORCN PORCH II � � � �� 3.�6' � L______ � S,4V�,4��GA S�RDIN�S, NLW Y�V�K � 2�6�6 II � N +� RooF ��NE �TYP> +, TAX MAP PARCEL NO. II �o�, �� 94 84' ME7AL FEN�E ��. (51 �) 5�7-� 3�0 F�X (51 8) 580-9783 II � - 165.65-2-21 �GR� � A I� �/� M88°15'00"W coNCRETE si�Ewn�K �'8•00' II � °�N� ti�� ` AREA: OWNER/DEVELOPER: OG II Re �oN� ��Ra TOTA� PARCE� AREA IS 18,790+�- SQ. FT. ��0�� ROGG� �I��V�� I�O� 1/. ��I�� II � 21 � �� 1/�� CURBED ISLAND �� v � �� ' ��M" G RA N D A VE N U E � RIM = 326.44 RIGHT OF WAY — 60 FT. (BY OCCUPATION) � �� INV. = 315.34 WIDTH OF PAVEMENT VARIES �M�� a �� I�V f �� Poa�� II (�� '� �� ) II � uNAUTHORizE� A�TERATioN oR A��iTioN To THis MAP is A vio�ATioN oF ARTic�E �45, sECTioN �zo9, suB—PARACRAPH (z) II � OF THE NEW YORK STATE EDUCATION LAW. �� 0 11 � �oN�RE,E��aa z s,oR.aR��K��sE Po�E�M,z o sEwER��EA�o�, �o��RE,E APRo� �s�� ws� TITLE: �� C��0�0�0��I ��I i� =,oP�� II � �e E�� „ � WATER o��aE�EwP�K �� YAS�NC�A� �� L�� SUBDIVISION OF LANDS OF II �`��, �A��E s �.�. �I�. �1�. 05�,7�3 �.�.5. LI�. I�O. 0�0,� 3� �" � � DANIEL BRIGGS THORNTON AND �� "� � CERTIFICATION: �s�� PATRICIA V. THORNTON �,��``�� "°°°�"P� P�Fc� THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE a ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. �� N POR�� 5 s� Qo �s,oRv FR�E�o � �o � ' LOCATION: DATE: �� / ' �H�� / � ,=,oR�FRAMEAoo�.�o� zs.oR.aR,�K�o�sE �ANiE� c. wHEE�ER P.�.s. uc. No. 50,�3� C0�`� �� S,�� S��D��S ,��I� �� 0�0 � / � � � (ou��o�� o��oc�) ��o P�� A��,PARK� , APPRovE� uN�ER AUTHORiTY oF A REso�uTioN A�oPTE� S,��G� C��J ��Y� ��VV `��C BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. SCALE: � FR E CHAIRPERSON � 0�� e �� MAP NO. �0�0-0�-0� / c�a HYDRANT ��,E s�� ATE si�NE� SHEET 2 BOOK 1433 OF DEEDS, 620 sq.ft. area proposed for Lot IPAGE 488 #2 to meet area compliance. ❑ Area requested by Planning Board to be removed m � �, �woo� oENI,CE � S88° 15'00" E � � ° � ��— 72.0 � � i � U , I I ` O U Z I �- - - - - - - - -�� L.�J o � v 2 4.0' O `�- I � p I� N � � � N � �, � � N I "� I PROPOSED DETACHED � . � I 2 CAR GARAGE � p I / 18' DRIVEWAY � � z � / I �C'� � � / \ �� I � � �� - - - - - � — ) ��' � �/ � I �- ��"��' P�� / T PROPOSED �/ �X �� T I O PARKING � O � � / z � � � � BACK UP AREA °' � m z AREA = 6,800± Q. FT.� � � Main Entry Porch situates house / to present towards Birch St. � „�o P��, � J / O m Z � ~ z 08.��± � — � _ MUDROOM - - - - � O C�VERE➢ LAUNDRY J PORCH � I I 22.1' w � I z O /4" TYPE K PANTRY J � � o Optional house floor plan I ATER o o �w depicted to verify a house of -RVICE W � �1 KITCHEN m \ � approx. 2,000 sq.ft. may fit on � O " '� � � M this new lot I � O I GREAT ROOM pQ � I ^ y PROPOSED � -� � � HOUSE � N � � � 0 � (1,912 - 2,912 SF) I z z �' I z Z � � JI � S �"�"°� �' o I o DINTNG AREA O � � n SS��SS Q 1 I O V � ��X � I � ,,,_,, n I � � � �V \ I � EANOUT �D` �� _I 6.1' � ST� � Substantial Lot � SAN. SEW v � 0 � area left for yard SERVICE o � I � � N � � �- I � I � �� I � �' I �I METER w � � � � �� w � I � � � 2.2' EXISTING 4.2' � � � 1 � ��, � � TWO STORY M I � � � `�� _ ¢ � HOUSE � �� N E W � \ � \ 2.2' 4.0' STREET � LIGHT � \ 8.0'± � \ OVERHEAD Q � � �- UTILITY � � \ in i� -� v' LINES TO BE I N N c� �� '� \ REL CATED �, : � o N33°28'03"W �� 20.4° I � C=72. ' s � � I : > � L=77.75� STREET � 3. .� 6� d' COVERED PORCH � R= 62.SO TREE - � - - - - - - \ � � N�:\ �� ROOF LINE (TYP.) � STEPS �t�� z . � n�i eerin meriea o. �a \ ��, \� ,� - Qu ity Design 'h Integrity �C `— \ 76 Washi ton St.,Sazatoga 'ngs,NY 12866 C' 5�$�S8�.I34 ��,�� '�'� � � � / � N 88° 1 5'00"W , y�Zz�Z� �o,�c �/ i �, �,ti CITY OF SARATOGA SPRINGS - STANDARD NOTES: 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, a WAS H I N GTO N ST R E ET SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE SSMH CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. RIM = 321.69 � iNv. (W) = 317.89 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED � INV. (NE) = 316.89 = INV. (S) = 316.89 SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR z �� TO A LOCATION APPROVED BY THE CITY ENGINEER. Z W ------- -_________ �/ 4.) THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING m �� WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. II CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A II DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE WASHINGTON {N.Y.S. RT. 29) STREET II CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE II APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER II THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR W II TO ANY CONSTRUCTION. N II 5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE II BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE II PROJECT. II II 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED r II BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE SITE _ z II STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. r Q I =W 3 � 7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE mN MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR I DEBRIS ONTO A PUBLIC ROAD. Av�NUE GRAND II 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE II WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED II PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN II ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. II II �� SITE LOCATION MAP ii II NOT TO SCALE �� unurr II POLE II �� p�� ^�� Fii ZONING INFORMATION: Qu J �� ZONING DISTRICT: UR-2 �°II LOl B MINIMUM LOT SIZE: 6,600 SQ. FT. {WITH WATER AND SEWER) �II LO110 MAP �F. o i� (MAP REF. ND. 1) (MAP �F. o i� (20,000 SQ. FT. WITHOUT WATER OR SEWER) (MAP REF. ND. 1) C '�II LANDS NOW OR LANDS NOW OR (40,000 SQ. FT. WITHOUT WATER AND SEWER) LANDSNOWOR FORMERLYOF FORMERLYOF MINIMUM MEAN LOT WIDTH: 60 FT. II LANDS NOW OR JAMES M.AND JOHN C. GRADY FORMERLYOF MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: II HELEN T.ATWELL FORMERLYOF PATRICIA M.WOLFE PRINCIPAL BUILDING: 30 % II DORENE M.COUCH DEED NO.2006019027 �� BOOK 1433 OF DEEDS, BOOK 1615 OF DEEDS, ACCESSORY BUILDING: 10% II PAGE 488 * BOOK 1608 OF DEEDS, I PAGE 741 MINIMUM YARD DIMENSIONS: b PAGE 223 FRONT: 10 FT. REAR: 25 FT. II � � I HOUSE PLANTER -X CHAIX LINK X NCE X X X X X II I '�OD FEN E ------- x ONE SIDE: 8 FT. II � � I .::``: �� S88'15'00"E 55.8 t : 58.46' TOTAL SIDE: 20 FT. PRINCIPAL BUILDING: SSMH Z � -;1��: ____ New Pro ert x �RIM = 323.03 I ' ' o � p y : MINIMUM FIRST FLOOR AREA: � r-- II INV. = 315.34 V1�,� " N �"�'"� I �I � 5�t Line shifted 3� t0 LO11..3 � : LOT 14 1 STORY: 900 SQ. FT. : I I � i � � _ _I _ � �I (MAP REF. N0. 1) � x� : (MAP REF. N0. 1) 2 STORY: 700 SQ. FT. ^�N � _ I � I Y : MAXIMUM BUILDING HEIGHT: 60 FT. II � I ^'�� I �ETACHED � z ' I I � � P R O P O S E� I 2 CAR GARAGE ` �O� � r+� '�� MINIMUM DISTANCE FROM ACCESSORY BUILDING T0: ia' DRIVEWAY I : � � I< � PRINCIPAL BUILDING: 5 FT. � �/'1 4 / � � +� A R E A= 1 2,1 7 7±S Q. F T. � : F R O N T L O T L I N E: 1 0 F T. II � ��J � / I �I \ � I : SIDE LOT LINE: 5 FT. UTILITY �I a '�Y"�. `----- ^ � � � x � a POLE `9 �:a��'• a .y�v / � : � > REAR LOT LINE: 5 FT. II F NEW ,3�.k* a ' � 'W� � � � � �"'ry 5� setback to existing MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25% II r S EET "o''.I� ROPOSED �O� � Y' � a N'%:•: � � IGHT p:� PARKING �J : Z �� " u��:; e UP AREA AREA=6,613±SQ.FT. z ,'�ti9 � house requires 3' variance �� o Z � n Z:�: � � / . : � I I a '�'F r � U U. � � ; Q W �� O 'i�:�: W Q �J.��f ' ' � I� � � U ;3;:.i Z � � �� 3 ��': J L59�q � I r. � rn - ---- � ,� 55.fi't : w N ii m ,�:�' m �' z � � �' � 22.,• � : � : � W MAP REFERENCE: II ATER YPE K �','L.•;_ 'r`' ".w'"' � o I I I � I : � Z » � 1. MAP ENTITLED MAP OF LANDS IN SARATOGA SPRINGS BELONGING TO II SERVICE r:�•`E;- o �I ' I W I : o o : o w ) ,�.... � � m o I : z : o r �, II ::•;::� � � � �, I : w � � JOHN A. WATERBURY , DATED DECEMBER 10, 1855, MADE BY II ,{.'� PROPOSED � � � � �--� I" . � � Z A. GARNSEY AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON HOUSE � : � N� � Iz : Z � � JANUARY 1, 1870 AS MAP N0. "HH 23". . I I .'o�,! w a K �� .�• (1,912 - 2,912 SF) � . Z Z I I J : w ��'�� J � ENGINEERING II �'� � � � II :;� �.� W� �` :,,�, g I �� : o �.3�t � � ::::::: EY DANIEL C. WHEELER, LS ►� � =.3� ' � ' . :�� AMERICA CO. :::o�: , h �,� , � : o : II '��• A OIIT R �� : I : . J 6.1' � x �=W� 55.9't w LANDS NOW OR FORMERLY OF II •W �=��: �' 4.3' I z GARYAND NANCYA.WILLETTE DEED REFEREN CE: �� :5 C I A T E S, L L C �� SAN. SEW ,i c�f. m. w Q SERVICE •'z: � �' � I I �� "�� Z � I � � I I� 76 WASHINGTON ST. PROFESSIONAL LAND SURVEYING �� T ' "" � J �� a M a BOOK 1680 OF DEEDS, PAGE 719 =�'; � I � � I W 1.) DEED DATED JANUARY 2002 FROM WILLIAM E. VAN DORN AND MARGARET S. VAN DORN, SARATOGA SPRINGS, NY 12866 II }� � �;:��, � m ;\ � meter L �� AND PATRICIA V. THORNTON f/k/a PATRICIA V. GROTTO TO DANIEL BRIGGS THORNTON 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 II �a r , _ I � w� � AND PATRICIA V. THORNTON AND RECORDED IN THE SARATOGA COUNTY CLERK'S PH. 518/ 587 - 1340 PH. (518) 583-7302 FAX {518) 583-7303 FAX 518 / 580 - 9783 II o� V N �L" � Ia0 `� � 2'2 EXISTING 4_2 3 II =o ; : `�2� � � M TWO STORY M I � OFFICE IN BOOK 1604 OF DEEDS AT PAGE 743. II �� o � � � HOUSE � I �n �0 2.2' 4.0' � Y : �� 3 � NEW � �`� \ - 50'� : � : II STREET � J ; � � LIGHT � .4 : II � .'-` \ _�OVE HEAD� I � a MACADAM N �+ ; � unu � � 3 DRIVEWAY '� II .... J,�'..��:'�.':. �a� LINES�BE \ I: I � ni I Z I z : \ RELOCATED I U I � : HOUSE ... N33'28'03"W �.. ` � � so.a• unurr �� C=72. ' •��`-�� x POLE II L=77.7rJ� STREET � � l� COVERED PORCH 3.3�t PORCH R-62.50' TREE � .,5 s.2' f � .1�______ OWNER/DEVELOPER: I� - �'' �� °: �, ROOF LINE (T7P,) S�PS : DANIEL BRIGGS THORNTON AND ��==1.. -.,. . ^ +� �� : : � � � , : NOTES: � �� .� � ; �� 94.84 : METAL FENCE . '.'�.'�,.'.;.>�..��•. ►� - --- .-- � N A A . .i...:;. ..:._ _ .. ,�., �::.;.:. ......;< .....:..:.;. :w.�:. � � . . . .. . ..._.::.:...:...:.. .:...:.:... .::a-.:�:., .:.;:.:��;:-::::.�:.�:�:u�..:,..<.,.;.::.-:...:.:. ..�,;.:::.::..:..:.:,::::. 215 G RA N D AV E N U E II GR � � ��:1'�1��:`':-�"�'-':;:�.:� • , „ :,� �:'�:::.<':�'.`'>':':�`'.' .. ' '.:':^'._:98.00 ;:;:�,::.,<;';-,<;,,.;.. 1.) OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES. e N88 15 00 W;'w:: ;`s: ;iCONCRETE SIDEWALK:�. �.�. c . :.. ,,:.,. - - ,. .,..:: :. .,.,,i, ..:,. . w: ..::.,_ ;..: . .. . . � . .• . ;... ...... : .��: o � ._ . ....: ....:.�.��...:.:-�:-� _ _ , 866 ., .�.� . . N:��.:r.:..�.��Ir e.:r�;•i��.'.. ".,�ia.�.i� SARATOGA SPRINGS NY 12 II �c°�Re �ry6 ;�� 2,) TAX MAP PARCEL N0. IS 165.65-2-21. PHONE {518) 584-3695 II �icHT EET CONC. CURB 3,� THE TOTAL AREA OF THIS SUBDIVISION IS 18,790f sQ. FT. GEORGE YASENCHAK DANIEL C. WHEELER II G RA N D RIGHT OF WAY = fi0 FT. (BY OCCUPATION) q VE N U E II CURBED ISLAND WIDTH OF PAVEMENT VARIES SSMH 4.) EXISTING UTILITY LOCATIONS SHOWN WERE ESTABLISHED BY ACTUAL FIELD LOCATION � RIM = 326.44 AND UTILITY BASEMAPS PROVIDED BY THE SARATOGA SPRINGS ENGINEERING DEPT. ALL II INv. = 315.34 New property line UTILITIES MUST BE MARKED AND VERIFIED PRIOR TO CONSTRUCTION. UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) II shifted 3' East from (FO R M E R LY K N 0 W AS C 0 N G R E S S S T R E ET) OF THE NEW YORK STATE EDUCATION LAW. �� II previous option. �� TITLE: SUBDIVISION PLAN n : n '';, OPTION : SUBDIVISION OF LANDS OF : ';�, �A�R �ERT►F►�AT►oN: DANIEL BRIGGS THORNTON AND " PATRICIA V. THORNTON II THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE � ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. : LOCATION: DATE: � DANIEL C. WHEELER P.L.S. LIC. N0. 50,137 CITY OF SARATOGA SPRINGS JULY 22� ZO2� {INSIDE DISTRICT) APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED SARATOGA COUNTY, NEW YORK BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. SCALE: CHAIRPERSON 1 INCH = 20 FEET MAP NO. DATE SIGNED O N CAST ALUMINUM FINIAL AND z I o ROOF SAME FINISH AS POLE � � J � 4ARC22T5—MDL03 LED: 64 WATT (n p a II 2200 COLOR TEMPERATURE, TYPE � II 5 DISTRIBUTION, 120-277 VOLT ' DIMMABLE DRNER Z r�i � II �OT JO �OT 9 (MAP REF No i) LOT� ACRYLIC ACORN LENS � � � (MAP REF. No, �) (MnP REF Na �) (MnP REF. Na �) O �� I LANDS NOW OR SYMBOL 5T TwIST LOCK FITfER O ,�-+ I II LANDS NOW OR FORMERLY OF wovEr,w�RE Fer,ce (MIN. 14 1/2 GAUGE �� II � LANDS NOW OR LANDS NOW OR FORMERLY OF JOHN C.GRADY w/MN(.6'MESH • DRIVER COMPARTMENT �� 10'MA%.C.TO C. SPACING) � � +, O �� FORMERLY OF FORMERLY OF KlJRT KIMMEL AND � si�EwA�K I��36"MIN. LENGtH FENCE CONSTRUCTION SPECIFICATIONS ELECTRONIC PHOTOCELL Q w .� �� DANIEL G. HAMEL,JR.AND DORENE M.COUCH KIMBERLY DANFORTH DEED NO.2006019027 POSTS ORIVEN MIN. 16" �j ENDS INTO GROUND. �STREET SIDE� � �L-� � II KAREN HAMEL 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES (n I NEW STREET I BOOK 1GOH OF DEEDS, DEED NO.2014027932 HEIGHT OF FILTER OR STAPIES.POSTS SHALL BE STEEL EITHER T OR'U'TlPE OR HARDWOOD. 16"MIN. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE � r^ Q II � TREE DEED NO.2018019503 PAGE 223 I E I a �� W �� I FENCE WRH TIES SPACED EVER1'24'AT TOP AND MID SECTION. � V1 II I � I HOUS CHAIN LINK FENCE y y�0� W y y �y1 � �.�,J8"MIN. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE,6'MA%IMUM MESH OPENING. O � � � � I WOOD FENCE ---- — p 0 0 X X X X X X / �W W W '" �' 3.WHEN 7W0 SECTIONS OF FlLTER CLOTH ADJOM EACH OTHER THEY SHALL BE OVER- �j � II WOOD FENCE 0_0_0_0-0-0-0—o-- _� X X X— PERSPECTIVE VIEW W W y y LAPPED B7 SIX INCHES AND FOIDED. FILTER CLOTH SHALL BE ERHER FlLTER X, /� o—o-�--o-- SHB��S�OO��E �I�O.00 I MIRAFl 100X,STABILINKA T140N,OR APPROVED EQUNALEM. � Y�1 � II � � I ■ � 36"MIN.FENCE POST I; ' WOVEN WIRE FENCE(MIN. 14 � 4.PREFABRICATEO UNITS SHALL BE GEOFAB.EMlIROFENCE,OR APPROVED EQUNALENT. � O II SSMH � 72•OO� � � � '6H.00� 1/2 GAUGE W/MAX. 6'MESH� 5.MAINTENANCE SHALL BE PERFORMED PS NEEDED AND MATERIAL REMOVED WHEN �I LOT J� 'BULGES'DEVELOP IN THE SILT FENCE. W � \-J RIM - 323.�3 I � .,, I LOT„ r 1(MAP REF. N0. 1� w ^ I I SPAGING)WITH FlLTER CLOTH 20"MIN. � � +, �INV. = 315.34 � .� �' (MAP REF, N0, �) p � CONC. SHED ��W- uNoisruReeo cRouHo O � � II � � o o s�Ae � �� OT J✓' �OT J4 coManc�o soi�— _ � z Q� � I � � ) p ( � ) eMseo Fl��R c�orri � � SILT � O I I � (MAP REF. N0, 1 MAP REF. NO 1 ie"MiN. � O r�{ I II � FENCING � M _ _ _J O A MIN.OF 6'IN GROUND. II m �n Q O � i ~ v � � I �' PROPOSED I PROPOSED I o N � SECTION VIEW �� E-+ +' II � � � � �R vEwAY � GARAGE TBD � z woo� � „ „ O Q� � � o � � RAMP VINYL FENCE 4 -3 DIA. TAPERED POLE z � N II � � 1 �j �j .125 WALL THICKNESS Q z � � o � I I +� �� \ - �. N sos3—Ts sTRucTUR,a� � � �v� '°"" Q � � � , F, � �� SILT FENCE N.T.s. 71L1TY II co�sTRucTioN GRADE ALUMINUM CJ � Q z ENTRANCE L-------J ti�' 0� � � � O r �� w � Po�E �� w Q �^, �, � �i � BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. POLE WELDED FOR SINGLE Q � � �,> �I Q w � � z PROPOSED � � °�� (� AREA= 11,974±SQ. FT. � UNIT CONSTRUCTION p � p� � � ASPHALT � -9�� 0 5` APPROVED: DWG No W � Q � � �� BACK uP � ��2�� z � i/is/zoio CITY OF SARATOGA SPRINGS, NEW YORK � �� z � o O �� o � � � m I � w000 � PLANNING BOARD DATE STANDARD DETAIL SIIt Fence ST-13 � z � Q U ° �� ,� wn4ER vPE K �•.. .�I � AREA=6,816�SQ. FT / oECK � Q c� �' � � �� o sERvicE °�'� '' 'I o � � = � � '� � � J � � � �/ �� O _'_ � � � 2 0 _, I _ ———_—� � _ �---- o `� w o II � �_;. I_ � I I � � I o z BLACK FINISH w � II �—W—W P W I I I z w � � � w � � � � �� LRGHW � �� o � � � � � z ACCESS DOOR � � � o � " I I I m � I . I w � z � �� — O��..;'�� u� � z � z � o i � i i � � i� o Q w n � �:��_ , � � � � � � �� — � � o 17° DIA. BASE, J50 FLOOR THICKNESS � � U' II � sERvicE W -- � I PROPOSED I I Z� �I � I� � w °"� FOUR ANCHOR BOLTS AND ONE GROUND Z � . : HOUSE � z �J o � � STUD (SEE PG. 2 OF 2 FOR FOUNDATION � o z � II I I I I � J� z � ... '... �o w PHOTOCELL DETAILS) � o � � �I � ss ss ��'I �� 0�0�� P�vERs � � 17" DIA. BASE, 12" DIA. BOLT z � �s� I � � x �1 L_ I D� � LANDS NOW OR CIRCLE, DIAMOND PATTERN, FOUR � � a'' � ��ss I ��- � � ��, I �/2" X is" aNCHOR ao�Ts � �' �, � II �� I � � ° � � I � �° I �� 6 r I ss g'+ FORMERLY OF w � �� `�� I o W GARY P.WILLETTE AND �w o> � � � � N � 4 3' �� CONSTRUCTION SPECIFICATIONS A II �~ � I I � i L � JOSEPH LEONE,JR. ACCESS DOOR W I II W U I I I � I � L Z SYMBOL � SiONE SRE- USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENi. � II >� I I I � L Q � 5u'MIN. �EXISTING 2.LENGTH-NOT LE55 THAN 50 FEEf(IXCEPT ON A SINGLE RESIDENCE LOT WHERE w I I I ELEC. I STAMPED L � DEED NO.2015026825 . P^�EMENT � A 3d F00T MINIMUM LENGTH WOULD APPLY). CATALOG NUMBER: � I Q� � � � � ME1ER MACAOAM � I s,, Q-i I I �Q � �',�I ---J I 6 MIN. . � . 3.THICKNESS-NOT LESS THAN SI%(6) INCHES. PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK (�y �� ' � �3 8± � � IXISTING � FILTER � I MOUNTABLE BERM 4.WIDTH-1WELVE(12)F00T MINIMUM,Bllr NOT LE55 TW1N THE FULL WIDTH AT a I I O O I — "',� N 3�Z 8�O3��W � ❑ � GROUND CLOTH pgQp�E (OPTIONAL) POINB WHERE INGRESS OR EGRESS OCCURS.TNENTY-FOUR(24)FOOT IF SINGLE SEE PAGE 2 OF 2 � �� \ � �2•83' �I zz 4, � � 50'MIN. ENrRANCE TO SITE. EXISTING � 5.FILTER CLOTH-WILL BE PIACED OVER THE ENTIRE AREA PRIOR TO PLACING �� L= 7.75' � � �, �, o oF sroHe. II �0 I , �� TWO STORY � I 10MIN. II >' \\ .'�. �\5 \ 2�� I � HOUSE � I � ROSUND � I 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- � I ` STFtUCTION ENrRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 2,�' 4.0� � IMPR4CTICAL,A MOUNTA9LE 6ERM WITH&1 SLOPES WILL BE PERMITiED. I 12'IN. I ��MIN. FXISTING 0 N II EXISTING \ ' ' � \ \ 1 � J PAVEMEN� 7.MAINTENANCE-THE ENTRANCE SHALL BE MlJNTAINED IN A CONDITION WHICH WILL ! Q PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEE PG. 1 OF Z FOR FIXTURE z I O II C NCRTE CURB .�.��_ \ � � Y � � P�� 10'AIIN. SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED OMO PUBLJC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. & POLE DETAILS � � N II \ � OVERHE I � MACADAM w I 8.WHEN W/SHING IS REQUIRED,IT SHALL BE DONE ON A AREA 5fA81LIZED WRH � J C� UTILITY � N cn I DRIVEWAY � STONE AND WHICH DRAINS INTO AN APPROVED SEDIAIENT TRAPPING DENCE. � � d II - GREEN \ Q . \ � LINES \ I N N I Z Z 9.PERIODIC INSPECTION AN�NEEOED MAINTENANCE SHALL BE PROVIDED AFfER EACH � pwF AREA .� � \ � L� I O O HOUSE RNN. � '� ' � �� 20.4' z � o � � uT�uTY �� Ew sTREET TREE � � '� � �� 00� \ � � covEREo PORCH / PORCH II �. �". .16' � � II � NEW 5.0' CODEWALK � �� +i�RooF uNE (TVP) sTEPs O � � � II ��: ��. � o � � +� STABILIZED CONSTRUCTION ENTRANCE NTS °ON \ -��f �. z �� META� FENCE ^ II � c \ ' 94�� BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. � � +� oo�,�� '�:-� - � 3�4" CHAMFER Q w •� �� /� • FiNisHE� cRA�E � � II � �o�, �, � � N8�°�5 0o w coNCRETE sioEwA�K AP�'�� CITY OF SARATOGA SPRINGS, NEW YORK owc No � � 1�13�2010 STANDARD DETAIL � ZINC PLATED ANCHOR BOLT .� � ASSEMBLY PER MANUFACTURER'S z ^ 0 II G�'B � PLANNING BOARD DATE Stabilized Constructio� Entrance sT—�� RECOMMENDATION � � �� coNc, cuRa N '` � 2" PVC SCHEDULE 40 � '� � II � NEW STREET L GHT DESTRIAN WAY EXISTING GREEN AREA o � NO DIRECT BURIAL � � � CURBED ISLAND EXISTING DRIVEWAY � � R M� 32�44 G RA N D R��T o� WAY - 6o FT �BY o��PAT�oN> q VE N U E � GROUND ROD PER N.E.C. O � � � �� INV. = 315.34 WIDTH OF PAVEMENT VARIES 4000 PSI CONCRETE BASE WITH � +' II � SONOTUBE FIBER FORM 20" DIA. O � z � �, POR�� II �� '� �� UNDISTURBED SUBGRADE � � � � II OR COMPACTED TO 90� Q 0 i 20„ ' STANDARD PROCTOR � � � � II � o � � II � Qz � � II � Po�E�M,z wER�EA�o�, ro��E,E APRo� wso � � J(f) z srarer ereicK nouse �� OO � �scN U � Q s,oP s�� w a) �� s� NOTES: Q u�—i �r � > �I I �t E� 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN +, AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) � � O � � �� ,�� vA�vR s��`� 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. � z � � O II I✓��I THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2"SCHEDULE S 40 PVC NON—METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS � J � �� II � REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND � II / � 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 �` s� " ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH � " / � POR�� COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX W � 0°5iEP5 PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT � � �E`�� ;.. Fj Y DANIEL C. WHEELER� LS FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR — � A ,�,o�`� � � EN° Poacn BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSWG THE POWER WIRE. IF CONNECTWG MORE � � � 5 s" � e°` �5�0R°`R'""E H0°s` 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 � —� O � /� /� /� BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO — Q � `�� ' � / 'T� �� T T / ' � TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE � ,rj z �"� — ,noRv FRA�E ppp1T0N �S�0R�BR"�`��u�E `/� , LL`/ OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER � WASHERS, 2 INCH OD 1/2 INCH ID AND 1/S INCH THICKNESS, AND LOCK WASHERS. � � � F�FiOFE�aIONAL LANU �Ur1VE�Il�1� � z .� —� o z � � � a � �32 �I�OADV�/�,Y, S�JI�€ 5, S��G�, S�RD�1�S, NY � 2��6 � w � �I�. (51 �) 5�3-730� F�X (51 �) 5�3-7303 w � A W � O � ENGINEERING AMERI CA CO. a SEE PAGE 1 OF 2 � 76 V�/ASI�If�GT�N ST�€€T S,4V�,4��GA S�RDIN�S, NLW Y�V�K � 2�6�6 �I�. (51 �) 5�7—� 3�0 F�X (51 8) 580-9783 NOTES: * AMENDED TOPSOIL MIXTURE SHALL MAJOR TREES (STREET AND SHADE) SHALL BE BE IN THE FOLLOWING RATIOS BY VOLUME 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) OWNER/DEVELOPER: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2INM N.TD g H �SMALL ORNAMENTALS) SHALL BE �� I�� 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) SEE SUBDIVISION CONSTRUCTION REGULATIONS 2 � � ��,�� ,�� FOR RECOMMENDED STREET TREE SPECIES. �� ,� ��6� ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE CIOTLY OFINSARA OGAA SIPRINGO.BE APPROVED BY THE �� ,� �\ ��e�6�� l BOTANICAL NAME HEIGHT OR TRUNK DIA. COMMON NAME SPACWG TOTAL QUANTITY UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB—PARAGRAPH (2) HOSE OF THE NEW YORK STATE EDUCATION LAW. WRAP: WATERPROOF TREE WRAP— WIRE No. 10 GAUGE APPLY IN 4" WIDE STRIPS MULCH —3" MIN. STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG TITLE. ��0�� 0 �� USE 3 STAKES FOR OVER 2" CAL. SAUCER 2 STAKES— 2" CAL. & UNDER FINISHED GRADE . G�ORG� YAS�NC�A� �o�,I�IO�� C. V�✓�I��LL� � SUBDIVISION OF LANDS OF AMENDED TOPSOIL �.�. �I�. ��. 05�,7�3 �•�•�• L��• ��• ��,� �� MIXTURE* �� ; N ��' �" DANIEL BRIGGS THORNTON AND . , , ,:; , - UNDISTURBED SUBGRADE CERTIFICATION: ,2.� PIT= BALL DIA. + 24�. PA TR I C IA V. TH O R N TO N THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE TR EE P LAN TI N G D ETA I � A��PTE� BY THE NEW YORK STATE ASSo��AT�oN oF PROFEss�oNA� �ANo S�R�EYORs. LOCATION: DATE: N.T.s. �ANiE� c. wHEE�ER P.�.s. uc. No. 50,�3� C0�`� �� S,�� S��D��S ,��I� �� 0�0 APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK owc No (0��0�� 0��0��) 1/13/2010 STANDARD DETAIL APPROVED UNDER AUTHORITY OF A RESO�UTION ADOPTED S��G� C��J ��Y� ��VV ��0'C PLANNING BOARD DATE TI"ee P I Q n t I n C� L-1 BY THE P�ANN�NG BOARD OF THE C�TY oF SARATOGA SPR�NGS. SCALE: cH�iRPERsoN � 0�� e �� MAP NO. �0�0-0�-0� DATE SIGNED � I I� r � I I� I I I I� I I SAWCUT LINE - SEE DETAIL SS-6 I TREE BELT II BROOM FINISH PERPENDICULAR TO WALK I I SEE PAVEMENT SECTION DETAIL SS-5 TRENCH WALLS LAID BACK PER OSHA REQ'MTS � II I I � FINISHED GRADE ' 4" CONCRETE - SEE CONCRETE TOP COURSE - NYSDOT ITEM 402.098302-9.SF3 H.M.A., 80 SERIES COMPACTION 1z„ OR SHEETING A.O.B.E. I SEE NOTE II I I ORIGINAL ASPHALT SIDEWALK � o .a SPECIFICATIONS - DWG. SS-7 I I WEARING COURSE(S) IN PVMT IN TURF I CURB II O. • ' 6" X 6" N0. 6/6 WOVEN WIRE MESH PAVEMENT BASE COURSE 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH � ROADWAY a , II �' EXCEPT A.0.8.E. I TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT I STRUCTURAL (SEE NOTE 3) 6� e�" . °° BORROW: WELL GRADED INORGANIC � � II • Q• � 6" GRANULAR SUBBASE COURSE I I SECTION SUBBASE COURSE 1z� ° GRANULAR SOILS AND/OR ROCK, \�\�\�\\ NYS DOT SECT. 304, TYPE 2 I BINDER COURSE - NYSDOT 402198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION A.O.B.E. �(SEE NOTE 4) � MAX. 1-1 I N T M R THAN I �� II �� COMPACTED TO 95% STANDARD PROCTOR �o P •`0 , o'••;; PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 I /2„ S ZE, 0 0 E NOTES: �\\�\\�\\�\\� I Q � '�o�' 6'0 � I ? 3 20% BY WEIGHT PASSING #200 I _ II �/�/�/�/ SUBGRADE COMPACTED TO �� `' O ORIGINAL SUBBASE COURSE � , SIEVE.OR NATIVE MATERIAL, A.O.B.E. \��\��\��\��\ I �� ' ''� ° COMPACTED GRAVEL - I � � (USE VIBRATORY COMPACTOR WITH 12" LIFTS) I CURB BOX II EXPANSION JOINT SPACING - /�//�//�//�//� 90% STANDARD PROCTOR w m � o � � � MUELLER 5'6" t MODEL H-10314 IN TURF) II 20'-25' O.C. I �c� Q ,. �o NYSDOT TYPE 2 (SECT. 304) I w PIPE ZONE BACKFILL - GRADATION SHALL BE: z � CONTROL JOINT SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING ' COMPACTED TO 95� STANDARD PROCTOR. I = N �, MODEL H-10334 IN CONCRETE WALK) I � "WELL GRADED SAND WITH 3�4" MAX. PARTICLE I � z II 5' O.C. NOMINAL I . .�J:. • .: .�. •S�� I OUTSIDE CROWN � ': � (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) o • o. '. , � SIZE AND NOT MORE THAN 10� PASSING #200 - � I CROSS SLOPE - 1 8" TO 1 4" I o I � � PAVEMENT TOP BINDER GRAVEL ESAL PIPE SPRINGLWE `� � : i SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) I � o II PER FOOT (MAX.SLOPE 1:50 TYP.) BROOM FINISH PERPENDICULAR TO WALK I �//�//�//�//�//�//�// TYPE COURSE COURSE COURSE LEVEL I �i�i�i�i o i i�ii� w PIPE ZONE BEDDING - FOUNDATION STONE in T O W A R D S S T R E E T O R A.O.B.E. I �� BOTTOM O.D. �� :i%% a TO CONFORM TO N.Y.S. DOT. STANDARD I CORPORATION STOP WITH I CURB STOP II MAX. SLOPE ALONG THE LENGTH OF 6" CONCRETE - SEE CONCRETE �\�/�\��\�/�\�/�\�/�//�� SUBGRADE - COMPACTED TO 90% �0 3 I y��..�,� �,��i� � COMPRESSION FITTING �n MUELLER ORISEAL MODEL H-15209 COMPRESSION THE WALK SHOULD NOT EXCEED 1:12 6 � /��/��/��/��/��/�/�/ PARKING SPEC. 703-02 COARSE AGGREGATE I MUELLER H-15008 MODEL H-15219 (W/ DRAIN) II a. c .a .. SPECIFICATIONS - DWG. SS-7 I ��\��\��\��\��\��\��\� STANDARD PROCTOR 1-1/2" 2" 8-10° I (SEE NOTE 2) 3/4" OR 1" - SIZE AS REQUIRED SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CONSTRUCTION JOINT DETAILS TO BE oa a I /////////////////////// LOT MILLION I � II SUBMITTED AND APPROVED BY \�\�\�\�\�\�\� I UNDISTURBED SUBGRADE OR CITY ENGWEER •�- •' � �' I �\��\��\��\��\�\�\� STANDARD <30 I I.D. + 3' MAX. EXTRA FOUNDATION STONE A.O.B.E. I III SIDEWALK WIDTH TO BE 5' MIN. OR :°,o � .� I �/j��/j��/j��/j��/j��/j��/j��/ ROADWAY 1-1/2" 3" 12'� MILLION I I TEMPORARY CAP OR PLUG I AS ORDERED BY CITY ENGWEER ' ' 6° X 6" N0. 6/6 WOVEN WIRE MESH ��\�\�\�\��\� NOTES: � (AS NECESSARY) II " �. �•: I HEAVILY I � � � � � 8" GRANULAR SUBBASE COURSE I TRAVELED/ �30 I 1. STREET OPENING PERMIT IS REQUIRED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. I 3�4" MIN. SIZE TYPE K II //\�//\�//\�//\�// NYS DOT SECT. 304, TYPE 2 TRUCK 2�� * 4�� 2�� MILLION DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: � 45° COPPER PIPE II ��\��\��\�� COMPACTED TO 95% STANDARD PROCTCR I LOADING I OR SIZE AS REQUIRED �/�/��/��/ 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 2-1/2" SIEVE - PASS 100% BY WEIGHT I �/yATER MAIN II /�\//\//\//\//\ SUBGRADE COMPACTED TO I * I SIZE DETERMINATION 1: 1009 PASSING 1" SIEVE, 90-100� PASSING 1-3/4" SIEVE - PASS 95-100% BY WEIGHT I I 90% STANDARD PROCTOR I NOTES: SEE NOTE 2 I 3/4" SIEVE - PASS 60-75� 3/4" OR 1" COPPER TUBING (TYPE K) �OLID CONC. BEARING BLOCK I ,�2�� SIEVE, 0-15% PASSING 1/4�� SIEVE oR C.I. FOOT I TYPE 2 - VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS I I 1/4" SIEVE - PASS 25-45% I (SIZE AS REQUIRED) I � � 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND OR #40 SIEVE - PASS 10-25% I II I LOADINGS ARE NOT EXCESSNE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT I SIZE DETERMINATION #2: 100% PASSWG 1-1/2" SIEVE, 90-100% PASSING #100 SIEVE - PASS 3-12% I II I SECTION TO BE INCREASED TO CARRY DESIGN �OADING. I 1" SIEVE, 0-15% PASSING 1/2" SIEVE. NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHW SARATOGA SPRWGS RIGHT OF WAYS: 2 BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO � IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. II 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. I 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL I GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. I II 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. I BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. I FIELD CONDITIONS. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. I 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. I P I P E TR E�l C H S E C TI O N i WA TE R S E R VI C E IIII GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRWGS: I I 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUB�IC WORKS. \ / I N.T.S. II 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. I A S P H A�T P A V E M E N T N.T.S. � II 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. I II APPROVED: CITY OF SARATOGA SPRINGS NEW YORK owc No � APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK owc No �i�i APPRovED: CITY OF SARATOGA SPRINGS, NEW YORK ow� N� �i N.T.s. i 1/13/2010 ' 1/13/2010 1/13/2010 I APPROVED: CI�� o�i S�RA�'�� S�R��as �T�,i'W Yo�� DWG No I STANDARD DETAIL � STANDARD DETAIL o II STANDARD DETAIL � PLANNING BOARD DATE Pipe Trench SS-6A � PLANNING BOARD DATE Water Servic� W-2 II PLANNING BOARD DATE Concrete Walk SS-8 I 4/10/2013 STANDARD DETAIL � I II I PLANNING BOARD DATE A��J I"1 G I t P G`✓21"1"1 e n t SS-5 I I I� I I I I� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ------------------------------------------------------�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - I I I I I I I I FINISHED GRADE � U CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS � * DETECTABLE s" CURB (TYP) R•o•W± I � '/ / / / / / / / / / / / / / / / / / II I TEXTURE 5' MIN.- CONCRETE SIDEWALK VARIES WITH I �\��%��j��\��\��j��\��\��j��\j�\��\��\��\��\��j��j��\�� II 1 CHTY OF SARATOGA SPRINGS RIGHTIOF WAY AND/OR WITH N HE A PROVAL AUTHORITY OF THE E i WARNING E.J.(TYP.} R.O.W. WIDTH I z PLANNING BOARD.ALL MATERIALS MUST BE FR�M AN APPROVED NYSDOT SOURCE.QUANTITIES MAY I I � VARY DUE TO VARIATIONS IN MATERIALS.PLANT BATCH TICKETS SHALL BE PROVIDED UPON ' I � I o I RE UEST BY THE CIN ENGINEER.IF"APPROVED E UAL"MIXES ARE BEING PROPOSED PRIOR Q Q � FULL IENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) _ APPROVAL SHALL BE OBTAINED FRQM THE CITY ENGINEER.SUBMITTALS FOR"APPROVED EQUAL" I � I �n I 3' 6"MIN. MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE(3)PREVIOUS JOBS. � FLUSH 5'MIN. I REVEAL 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW,A NON-CHLORINE � �ARIES 1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB I ACCELERATOR IS REQUIRED PER A.C.I.SECTI�N 306R-88.WHEN AIR TEMPERATURES ARE 90 � R'�•w W�p�TH DEGREES FARENHEIT AND ABOVE,AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME I I PER A.C.I.305R-99. I TRANSITION CURB (TYP.) I � � 3. C�NCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH QF 40�0 P.S.I.AT28 DAYS AND SHALL i PEDESTRIAN CURB RAMP - TYPE 1 �WATER uNE CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS"A°MIX(OR I I APPROVED EQUAL . I N.T.S. I ) AT STREET CORNER i i SANITARY SEWER (GRAVITY OR FORCEMAIN) I NdTE:A SUPERPLASTICIZER MAY BE USED TO WCREASE SLUMP AND WORKABILITY WITHOUT OR STORM SEWER II I I INCREASING THE WATER-CEMENT RATIO.UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE I TURF I SUBSTITUTED WITH POZZOLAN.THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTIGIZER HEAVY BROOM FINISH SEE NOTES SEE NOTES IS APPROXIMATELY 2 INCHES TD 3 INCHES. I CONCRETE SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK I � *DETECTABLE TEXTURE HEAVY BROOM FINISH (TYP.) * FLUSH REVEAL 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A WARNING DETECTABLE TEXTURE I NOTES: III I WARNWG G 6" CURB (TYP) I PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH I 6" CURB (TYP) (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. VqR� 3'-6" MIN. � °- ��,�'��3'-6" MIN. I � R,� ES W�rH 5� TRANSITION CURB MIN, 3' TRANSITION CURB I WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- III i. ALL SLIP-FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J � w w��TH I TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN II 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, CONCRETE MIXTURE(OR APPROVED EQUAL). I I OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO I PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL 8E DESIGNED AND CONSTRUCTED II 6. ANY CLARIFICATIONS,REVISIONS,OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO I I EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. APPROVAL OF THE CITYENGINEER. I PEDESTRIAN CURB RAMP - TYPE 2 PEDESTRIAN CURB RAMP - TYPE 3 I i AT SIDEWALK N.T.s. AT GRASS STRIP N.T.s. il UTILITY SEPARATIONS: PARALLEL AND CROSSING I I *DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON I N.T.S. I I NYSDOT STANDARD SHEET M608-5R2 SHOWN ON DETAIL SS-11. I V I AT T N IT ER FY LOC ION(S) & YPE OF DETECTIO W H CITY ENGINEER. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK owc No �i�i aPpRovEn: CITY OF SARATOGA SPRINGS, NEW YORK owc No i APPRovEn: CITY OF SARATOGA SPRINGS, NEW YORK ow� No �i 1/13/2010 STANDARD DETAIL p 1/13/2010 STANDARD DETAIL � 1/13/2010 STANDARD DETAIL I PLANNING BOARD DATE U t i I i t y S e p a r a t i o n s W-7 II PLANNING BOARD DATE C o n c re t e S p e c i f i c a t i o n s SS-7 � PLANNING BOARD DATE P e d e s t r i a n C u r b R a m p s ss-�o I I I I I I I �------------------------------------------------------��------------------------------------------------------� �i �i �i ;`:;. EY DANIEL C. WHEELER, LS IF A BUILDING TRAP IS REQUIRED: I I I COVERED PERFORATED VENT OUTLET FRESH AIR INLET (3° MIN.) I I I 4" CLEANOUT PLUG II II II "' .:'� CIA TES, LLC CONCREfE SIDEWALK- F�FiOFE�aIONAL LANU JUr1VE�Il�l�l + 4"(MIN.) I I TYPE 1 AT NON-VEHICLE TRAFFIC AREAS I 3"(MIN.) I I TYPE 2 AT VEHICLE TRAFFIC AREAS I �� FINAL GRADE � ' " ' • ` 2'(MAX.) 4'(MAX.) I (SEE DETAIL SS-8) ��2 ��OADV�/�,Y, S�JI�E �J, SA�A��G�, S�ROP��sS, NY � 2��6 IF NO INSIDE CLEANOUT: (PLUS BACKWATER VALVE) I I I 4 WITH RISER TO GRADE 4" CLEANOUT PLUG S 1/4'� RADIUS I I ExP,aNsioN �owT ��. (51 �) 5�3-730� FAX (51 �) 5�3-7303 FINISHED GRADE 6"(MIN. I (FULL DEPTH OF I CONNECTION II SEE DETAIL SS-5 FOR PAVEMENT CONCRETE) ��II I I I II � TURF � TO PUBLIC SEWER I � ��J�� AND GRAVEL SUBASE REQUIREMENTS I ��+� �` I �2% (1/4 INCH/FT) BUILDING DRAIN� I �\�\�\�\�/\i/\ a ';" � I .�..... -r... (MIN. SLOPE) ��j�/��\/�� 4, 6��MIN.) I ' . ��I�d�' � (SEE DETAIL SA-3) I ��j��T��/j�� II � ASPHALT DRIVEWAY � '- _ ' � ,� �,. - �� II ENGINEERING AMERICA CO• /�/ /'�/�/. IF REQUIRED: IF REQUIRED �SEE NOTE�: I ap �j�j��j/.� � ��o CAST-IN-PLACE/SLIP FORM ASPHALT COMBINATION °Y° AND 1 8 BEND APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, I � �/j��//��/� �. o o CONCRETE CURB I WARP AREA (BOTH I WITH CLEANOUT OR RUNNING TRAP ��j��j� o � O . >. SEE CONCRETE SPECIFICATIONS - SIDES 7 G V�/AS F�I f�GT�N ST�€€T I I j/��j/ �� o � ° O .° DRAWING SS-7 I 1-1/2" REVEAL(MAX.) G�Rg 0 � I FOUNDATION WALL I %�%� v �� $ °a�° I b�� ASPHALT APRON � j�ON OF �N = � oNTP�E I S,Q�,Q��Go�, S�RD�I�sS� NLW Y�6�K � 2�6� APPROVED SLEEVE THROUGH BASEMENT FLOOR I j�\/ oo° � � �o � GRAVEL COMPACTED TO I EXPANSION�� ,�� SE� P� w\� �F FR I FOUNDATION WALL , a . , I . �/\/ o00 �» . ° e 95% STD. PROCTOR '' �� pR�P R\vEW 25% ��. (51 �) 5�7-� 3�0 ��s° (51 8) 580-9783 Z 5 �° � �� q°$ .��i�y��i;\/�� I �owr �; , � •. � M�X W��j� - � I /�T� o �"' .. / /�/n �\�'� I � RADIUS 5 V,..,.' p� MP �STREET I 3 I NOTE: EXPANSION JOINTS ��y�/��/��/��/��/��\\/ TOB90%DSTAN�DARD TED I ,„> '"°�' S� I OWNER/DEVELOPER: �I FOOTING I SPACED ALONG CURB 10' O.C. ��1�/��i�� ' e e MAX. �'I. •. PROCTOR TAPER CURB ��p�yO�IL �RO�� I�I��V�Y��V�I �V�I� r��I�O� b . �II�I��IW��V�Y 6° BUILDING SEWER(TYP.) � � 4" BUILDWG DRAW(TYP.) II II 6" CONCRETE CURB II � 21 � �� 1/�� NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING I TYPE � CURB - CAST-IN-P�ACE/S�IP FORM CONCRETE AT TURF I I �� 0��°,� �� '� ��6� CODE FOR Aoo�T�oNA� �NFORMAT�oN. i i DROP CURB AT RESIDENTIA� DRIVEWAY i N.T.S. I I ��I�f�� 36�� BUI�DING DRAIN �AYOUT N.T.s. li i N.T.s. i I I I uNAUTHORizE� A�TERATioN oR A��iTioN To THis MAP is A vio�ATioN oF ARTic�E �45, sECTioN �zo9, suB-PARACRAPH (z) aPPxovEn: CITY OF SARATOGA SPRINGS NEW YORK �wc No � APPRovEv: w� No � aPPxovED: i °F T"E NEW Y°RK STATE E°��AT'°N �AW. , � CITY OF SARATOGA SPRINGS, NEW YORK � CITY OF SARATOGA SPRINGS, NEW YORK �wc No � 1/13/2010 1/13/2010 1/13/2010 STANDARD DETAIL I PLANNING BOARD DATE STANDARD DETAIL B u i I d i n g D ra i n SA-7 II PLANNING BOARD DATE STANDARD DETAIL Typ e 1 C u rb SS-15 II PLANNING BOARD DATE T e 1 D r i ve w a R e s i d e n t i a l SS-12 yP Y C � i TITLE: ��0 �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� SUBDIVISION OF LANDS OF �ERT►F►�AT►oN: DANIEL BRIGGS THORNTON AND TH�S S�R�EY WAS MAOE �N A��oROAN�E W�TH THE Ex�ST�N� �ooE oF PRA�T��E PATR I C IA V. TH O R N TO N ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. LOCATION: DATE: �ANiE� c. wHEE�ER P.�.s. uc. No. 50,�3� C0�`� �� S,�� S��D��S ,��I� �� 0�0 (0�1�0�� D��OC�) APPRovE� uN�ER AUTHORiTY oF A REso�uTioN A�oPTE� S,��G� C��J ��Y� ��VV `��C BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. SCALE: �� Y�,s�u��,K �,�u�i�� . w�� cH��RPERsoN MAP NO. �0�0-0�-0� � D�IC�I � �0 �� P.�. �I�. I�O. 05�,7�3 �.L.S. �OC. N0. 0�0,13� �ATE si�NE� SHEET4 Sho�t Envi�onmental Assessment Fo�m Pcz�t I - P�oject Info�mcztion Instructions for Completin� Part 1—Piroject Informafion. The applicant or project sponsor is responsible for the complefion 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 Patricia&Daniel Thornton(Sponsors) Name of Action or Proj ect: Thornton-2 Lot Subdivision Proj ect Location(describe, and attach a location map): 215 Grand Ave,Saratoga Springs, NY-North East corner of Grand Ave. &Birch St. Brief Description of Proposed Action: Subdivision of existing 0.431 acre(18,765 sq.ft.)parcel into(2)lots. Existing residence(Lot#1)is proposed to have a lot area of 11,974 sq.ft.with existing driveway unchanged off of Grand Ave. The new lot(Lot#2), intended for a single family residence, is proposed to have a lot area of 6,816 sq.ft.with driveway off of Birch St. Name of Applicant or Sponsor: Tele hone: P 518/584-3695(Agent:518/587-1340) Patricia&Daniel Thornton(Agent: Engineering America Co.) E-Mall: vandorn3@yahoo.com/tonyay@nycap.rr.com Address: 215 Grand Ave. (Agent: 76 Washington St.) City/PO: State: Zip Code: Saratoga Springs NY 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,fist 3genCy(S)T1a111e 3nd pernllt Or 3pprOv31: guilding Permit from City of Saratoga Springs Building Dept. � � 3. a. Total acreage of the site of the proposed action? o.a3� acres b.Total acreage to bephysically disturbed? o.�s acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? o.a3� acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. �Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial � Residential(suburban) ❑Forest ❑ Agriculture � Aquaric ❑ Other(Specify): ❑Parkland T'a��re l a��'., 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 residence will be required to com�ly with the 2020 Residential Code of New York State and the 2020 Energy Conservation ❑ � Construction Code of NYS. 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 ❑ ❑✓ 12. a.Does the project site contain,or is it substantially conriguous to,abuilding,archaeological site,or district NO YES which is listed on the Narional or State Register of Historic Places,or that has been determined by the � � Commissioner of the NYS Office of Parks,Recrearion and Historic Preservarion to be eligible for lisring 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 porkion 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: �'tt��' � a�r�..� 14. Identify the typical habitat types that occur on,or are likely to be found on the proj ect site. Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland � Urban � 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? � � 16. Is the proj ect 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 adjacentproperties? � � 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: � � 19. Has the site of the proposed action or an adjoining properly been the location of an active or closed solid waste NO YES management facility? If Yes,describe: � � 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: � � I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE App11C3nt/SpOnsOr/n3me: Patricia&Daniel Thornton D3te: ��14/2020 Signature: Title: Owners PRINT FORM �-�41,:r� ; a,�,; EAF Mapper Summary Report Wednesday, July 15, 2020 9:33 AM DiSCleimel': The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental G assessment form(EAF).Not all questions asked in the EAF are ul��.b�-�-��165.65-2-1�9��.��-�-�4��.��-�-Bf��.��-�-+ questontlanbe bA nedbpecontltllti�gaheEAFaWorkbooks. Although _—�-- the EAF Mapper provides the most up-to-date digital data available to �,��, DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a ��'�'�� substitute for agency determinations. _ � � � ' C�GI:tH;+ �+1 cnd�cal i �.:�.';.i-, .�, .� �'165.65-2-23 ��I'�� I"IC1�S � �.:�. ;5-�-:�a �i�:.7�.�:7.?-�-2�i Tc�rantc� , s ��•I: F�iip�l�, ; f=��Yy�.,,l�r � s e „ , ,Alkra�i+ � � I��#e�sl! �� ' E t�?�r I `�.'�'i-','-I1.1 � �. , 'r'. a��l�rs�� — �Ie�.'e��rWc1 — —^^� �. . --- B Nfif: Y+�k _ � ,;,�u �� F:nl� v �'ik�.k�ta•+�h Phi�7+��e1�.7hia ��iri�r7,��IS�.;�,�h�t�nrr ap,IP�JCREF.4EfJTF',Plk�:ai7,Esn Japan,r�.1Ell Esn C17ina`rFi��n�K��nc��,Esii �P.4EPd��J�.�c:air,Esn Japai7. r�<1Ell,Esn �;�17u7a �:H�ai��al I:�ai7�_l',Esn I;�arx� Esri�Tl7ailarn,G F�I�;f�� fr�s oi�-yr,sb��r�.��i��_•:��,t�;i��rt�,��s ��,�,iti7��IS i_Is?i r ,�77n1a�_i�fit_,� cio,r°�'�}j��7�b��atr�.la��._�-�rrtnl�'a�'a�:f�iP��c}��il�?•:aIS i_Is?ri:��i77m�_ir7R.; Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State Yes 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 No Endangered Animal] 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 NE'W Y(7RK parks Recr�eatian STATE OF ' � �PPCIRTUNITY ��d Histori+e Pres�rvation ANDREW M. CUOMO ERIK KULLESEID Governor Commissioner J uly 31, 2020 Tonya Yasenchak Engineering America Co. 76 WASHINGTON ST. Saratoga Springs, NY 12866 Re: DEC Thornton - 2 Lot Subdivision 215 Grand Ave, Saratoga Springs, NY 12866 20PR04291 Dear Tonya Yasenchak: Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the submitted materials in accordance with the New York State Historic Preservation Act of 1980 (section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the Division for Historic Preservation and relate only to Historic/Cultural resources. We note that the proposed project is located within the State and National Register listed West Side Historic District. We understand that the proposed project will include subdivision of the 215 Grand Ave property into two lots, and construction of a new home on the new corner lot. We have no concerns with the proposed property subdivision only, and there are no archaeological concerns associated with this project. In order for our office to continue this review, and fully assess potential impacts to the historic district, please provide elevation drawings of the proposed new construction. The new construction should be compatible with the surrounding historic district in terms of size, scale, massing, fenestration, cladding materials and other visual properties. Documentation requested in this letter should be provided via our Cultural Resource Information System (CRIS) at https://cris.parks.ny.gov/. Once on the CRIS site, you can log in as a guest and choose "submit" at the very top menu then "submit new information for an existing project". If you have any questions, I can be reached at (518) 268-2164. Sincerely, `� ��' _,.�. ��--� __� ---� Weston Davey Historic Site Restoration Coordinator Weston.davey@parks.ny.gov Division for Historic Preservation P.O. Box 189,Waterford, New York 12188-0189•(518)237-8643•parks.ny.gov ENGINEERING AMERICA CO . 7 6 W A S H I N G T O N S T . S A R A T O G A S P R I N G S , N Y 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 ( F A X ) TRANSMITTALSHEET TO: FROJI: Pla.nniug Board Ton��a Yasenchak COJIP_�VI": D_�TE: Cit��of Saratoga Springs Janua��12,2021 F_�S VL'JIBER: TOT_�L VO.OF P_�GES IVCLL'DIVG CO�'ER: 8 PHOVE VL'JIBER: SEVDER'S REFEREVCE VL'JIBER: RE: I"OlR REFEREVCE VlJIBER: 215 Grand Ave. �X�ater,Sewer&Basic S�x'PPP ❑ i:RGENT C�FOR REVIE�' ❑ PLE�SE CO�lf�IfENT ❑ PLE�SE REPLI ❑�S REQi:ESTED ENGINEERING REPORT: INTRODUCTION: Engineering America Co. has been retained by the applicants, Daniel Thornton & Patricia Thornton, to provide land planning and site/civil engineering services in connection with the subdivision application for 215 Grand Ave. in the City of Saratoga Springs, Tax Map# 165.65-2-21. 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, 215 Grand Ave. is located at the North East corner of Grand Ave. & Birch St. in Saratoga Springs New York The 18,790 sq.ft. lot has an existing single family residential building of approximately 3,012 square foot in living area. The existing building is accessed by on driveway from Grand Ave. The lot area is nearly level in the area of the existing house, with a slope towards Birch St. The property is mostly grassy along the West, North&East sides of the lot with a few larger trees. The proposed subdivision of this parcel would result in dividing the single lot into two lots. The existing residence would be located on a 11,974 sq.ft lot(designated as Lot 1 on the map). The existing driveway access off of Grand Ave. would remain unchanged. A new electrical utility connection is proposed from Grand Ave. to replace the existing utilities across Birch St. The new lot to be created at the corner of Grand Ave. &Birch St. would be subdivided from the main parcel and marketed for sale as a residential building lot. The new Lot 2 is proposed to be 6,816 sq.ft. in area(compliant with the 6,600 sq.ft. min. zoning requirement). Proposed development on the new lot includes a single family residence in compliance with the City Zoning. Compliance with the requirements of Table 3 of the City of Saratoga Springs Zoning Ordinance is as shown on the subdivision plat, Sl as well as on the survey maps. WATER REPORT: Currently, there are 5 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 200,750 gallons. Assuming the new lot will accommodate a single family residence with 4 total bedrooms the annual water consumption would increase by 160,600 gallons to 361,350 gallons (increase of 440 gallons per day). There is a 10" water main located in Grand Ave. The existing residence appears to be currently connected to this main with services to remain unchanged. There is an 8" water main located in Birch St. A new 1" water service connection will be required for the proposed new residence on the proposed new lot. SANITARY REPORT: There are 5 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 200,750 gallons. Assuming the new lot will accommodate a single-family dwelling containing 4 bedrooms the annual sanitary load for the two lots will increase by 160,600 gallons to 361,350 gallons. There is a 10" sanitary sewer main located in Grand Ave. The existing residence appears to be currently connected to this main with services to remain unchanged. There is an 8" sanitary sewer main located in Birch St. The 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 SOII, CONDITIONS: The proj ect site(in location of the proposed new lot& current residence) is nearly level, with the exception of slope to the road along the Western Birch St. side of the lot. Soils on this site are, WnB, Windsor loamy sand in hydrologic group B. According to Saratoga County Soil surveys, the depth to any restrictive feature in this soil type is typically greater than 60 inches. The soil is classified as deep, excessively drained soil with rapid permeability, slow surface runoff and slight erosion hazard. SEDIMENT& EROSION CONTROL: 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 the new driveway to the proposed new residence along Birch St. as well as any new construction on the new lot along Birch St. - Topsoil: A potential topsoil storage area for foundation backfill and topsoil will be identified (possibly located at the North East corner of the new 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 daily. - Concrete Wash: Concrete trucks are not allowed to wash on the premises. - Sediment ControL Less than 0.16 acres are anticipated to be disturbed during construction. Silt fencing has been specified around the perimeter of the new lot project area to reduce off site erosion migration. 3 215 Grand Ave - Soil Map _.__ _ ___ , �:,, � ; ,4 :: __ _�. Ytl t�. . 165.65-2-�46 a,65.6d-�1-1 ' .... 165143•14 166.bi.�_g 74SnS'I �� 1R5,df5�1-15 t65.G5-,2-3.1 '�'S.6S-7.3.1 ...-' ..' A b5.8 5-i� r� 7 8 S.88-1 3 f$5.66-i� 165.9d-1�.1 '� ..-`ibS.i9-2-'+154.G5•B-ljas_as-z-10 '145.�4•I•2 18555I1-i2 185.65-25#6S.�F5-�-616t�i.65,2� 1#5.65-�-19 if,h C�5-1-17 165,$i-2-4 �-� , �157.5's-1-7G I�S.��-c"-tlfi ' .- tft5.1a-1-$a16S:65 f in +"�'^a "' ��'`• �m A5fi.66-7�4Y t ��i1�, � 165.6�•214 �765i5�-�-#� 1(S5.Cdtl-1�7 165.94-1-11.2 � . ' .,.,. �. 1�6 e.d�6-7.3 C ` �olt",,�?,a1�`�� 1Pfv a5_�_47 �, � { 15$.65-2-181�5.85-2-97 765.G5-2,e'5 195,$'�-1-49 ��"'� 4 y 185.b5-3•20'FB'S��i^2-q9 � A65.55-2,2� � . . 1BS.953-21 165 65-3-1G.1 1 GS,fi6-1-40��5.C�&-1�*5 7a5 e53-4 i �I55.5S 2 2A165.fr5-2•27 3er�opaSpnqpa j5��;5 2 251i�5.G5-2-2215S.G5-2-23 f' w�mr 7�5°-�2 r "Hf65.63�-8�1.1 E�C& J 185.45�-12.1 155.6��.5 1E5,R6-2-26 165.66„3,2 1 d5.�r5,E-13 1�5.85-0-�2.Z '11�5.@�5-$-19 ��i5.dfi�#-S 1 185.fid-7-37 165.6 5�2-�'S . iBS,85-2�9 y6s.G5-x.3o 165.$5-3-7 i 7G5.44��SG 145.65�•8 1 7 45.65-T-+A.�3 185.65-2�1 145.65-�-�9 1�5,65•2-3� 1i�5�#��-�5 165,65g3�& 1H5.�5-?+1.�91 7�45.�55,2-;7A r 16 S.Ad-�'-36 165.6$�S d 1�5.63-z-ao��5 55 2.'8 1G"�fiS-3-iR ' rc�..rs 2 s:��2 i6s.6s-z-�a I!y�9:.`-.,-li�� .. ...�..;..i: I .. . . �. 11�.s.. � .L1 Jeruary 12,20d1 '�'�'} G 0:1 :9i :0`_��i � � �Uils CiLies tJil ay�s 291�d Label� I � I � � Il Iiii:' �I::S ..::tikii �JLCI�IBS T0�4'I15 2fl�.� .. :x�.�.i„��iii: :. ��r.�u�e•. i�� .:ixit:.i �; ; � -=Saratoga County, New York 153 � .. �," � ,.: �# Woodland Soil reaction:very strongly acid to moderately acid in �� • the surface and subsoil, and very strongly acid to ��" The potential productivity for northern red oak is slightly acid in the substratum � _ moderate.This map unit is not limited for mast Surface runoff.•slaw woodland management activities.Trees ta manage Erosion hazard:slight �� include red pine and Narway spruce. Depth to water table:more than 6 feet � ' Dwellings with basements Depth to bedrock:greater than 60 inches � � This map unit is not limited for use as dweilings. Flooding hazard:none 1 ' Areas of disturbed soil should be pratected with plant Use and Suitabilify ._. �� ; --cover during canstruction to reduce erosion and Many areas of this map unit are used for �r - plowing of the fine sandy material. agriculture,while an increasingly large acreage is ' �' Septic 7ank Absorption Fields being used for suburban development. Some areas �� are in orchards or smali woodlots. � This map unit is very limited because of the filtering � : � `� capacity of the soil. Inadequate filtering by the soil may Cropland � �' result in the pollution of groundwater.Alternative septic This map unit is moderately suited to cultivated �"'�". system designs should be considered to insure ��;�_., adequate treatment of effluent. Selecting sites.with crops. It can be used to grow small grains, corn silage, �� -� moderately rapid permeability in nearby areas may hay, and some fruits and vegetables. However, low ��R available water capacity may reduce yields significantly. �.�.. . �,� � , reduce this limitation. , Use of�over crops or sod-forming crops, and return of �,�,�; �; The capability subclass is 3s. �� crop residues to the soil help to improve moisture u�„�. . �,�� = retention, reduce erosion, and promote good soil tilth, � ,�;3- �,��: Wn�—YVindsor loamy sand, undulating pasture ��; ,��"w' ' This very deep, excessively drained soil formed in This map unit is well suited to pasture. Proper ��` . �� ; water-sorted sand. It is on glacial outwash plains, stocking rates and timely deferment of grazing can ��;�4`� kames and terraces Slopes range from 3 to 8 allow for regrowth after dry periods.Nutrient rnanagement ��L�� - percent,and is compiex. Individual areas range mainly and weed cantrol will help increase forage yields. �;��' ` from 10 to 50 acres and are rectangular. Yfiz ' �� The typical sequence, depth, and composition of Recreation �� < �� <� the layers of this map unit are as follows— This map unit is very limited for playgrounds ��` because of the slope. Less sloping areas will require �� Sutface layer: less grading and smoathing.An addition of loamy � 0 to 2 inches, moderately decomposed pine needles topsoil may reduce droughtiness while improving � � 2 to 11 inches, very dark grayish brown laamy sand ; vegetative growth and the soiPs ability to withstand �� ` Subsail: pedestrian traffic. ` 11 to 21 inches, yellowish brown loamy sand Woadland � ,' � 21 to 25 inches,yellowish brown sand ' Substratum: The potential productivity for northern red oak is �`' 25 to 72 inches, light yellowish brown sand moderate.This map unit is maderately suited to lag landings, natural road surfaces, and mechanical r Included with this soil in mapping are small areas of planting because slope. Some land leveling may be moderately well drained Deerfield soils, and well necessary to efficiently stack and process logs.There ; drained,fine sandy Oakville soils.Also included are is also a moderate erodibility concern on roads and t areas of gravelly Hinckley soils. Included areas are up trails.Water control structures can be installed to � to 5 acres and make up about 20 percent of the unit. divert flowing water away from these passages.Trees ` " Soil Properties to manage include red pine and Norway spruce. Permeability:rapid or very rapid throughout the soil Dwellings with basements ' Available water capacify(average for 40-inch prafile): This map unit is nat limited for use as a site for t low or moderate dwellings.Areas of disturbed soil should be protected u.��,.�-:= . � t z, '?, � �� ` �'� <_ `;� "��: � 154 Sail Survey `� with plant cover during construction to reduce erosion agriculture,whde increasingly large acreage is being � of the fine sandy rnaterial. used for suburban development.Same areas are in � ,.�' Septic Tank Absorption Fields orchards or small woodlots.This map unit is a probable source of sand, and some sites are being This map unit is very limited because of the filtering excavated. capacity of the soil. Inadequate filtering by soil may Cropland result in the poilution of groundwater.Alternative septic system designs should be considered to insure This map unit is poorly suited to cultivated craps ar -� �; adequate treatment of effluent. Selecting sites with hay.The main limitations are droughtiness and the ,� moderately rapid permeability in nearby areas may potential for soil erosion.The low available water reduce this limitation. capacity limits plant growth during many years. On The capability subclass is 3s. long, poorly vegetated slopes,this soil erodes easily. _ Crass slope tillage,use of cover crops or sod-forming � crops, and return of crop residues to the soil help to s � WnC—Windsor laamy sand rolling �' � reduce erosion, imprave available water capacity, and � This very deep, excessively drained soil formed in promote good soil tilth. � water-sorted sand. It is on glacial outwash plains, Pasture � kames, and terraces. Slopes range from 8 to 15 This map unit is moderately suited to pasture. If percent, and is complex. Individual areas range mainly overgrazing occurs, erosion can be a hazard because '` from 2Q to 100 acres and are rectangular. of slope. Proper stocking rates, timely deferment of The typical sequence, depth, and composition af grazing,and weed control will help increase forage �� the layers of this map unit are as follows— yieids and reduce the risk of erosion. Surface layer. Recreation 0 to 2 inches, moderately decomposed pine needles 2 to 11 inches, very dark grayish brown loamy sand This map unit is very limited for playgrounds � Subsoil: because of slope. Choosing less sloping areas will �1 to 2� inches,yellowish brown loamy sand require less grading and smoothing for playground 21 to 25 inches, yellowish brown sand sites.Water erosion is a management concern on heavily used paths and trails.Water control structures ' :�§' Substratum: can be installed to divert flowing water away from ;-� 25 to 72 inches, light yellowish brown sand these passages. Included with this sail in mapping are small areas of Woodland moderately well drained Deerfield soils, and well The.potential productivity for northern red aak is - drained,fine sandy fJakville soils.Also included are moderate.This map unit is moderately suited to lag areas of gravelly Hinckley soils. Included areas are up landings, natural road surfaces,and mechanical =� to 5 acres and make up about 25 percent of the unit. ' planting because of the slope. Some land leveling may Soil Propet'ties be necessary to build roads and efficiently process �` logs.There is also a moderate erodibility concern on Permeabilify:rapid or very rapid throughout the soil roads and trails.Water control s#ructures can be- Available water capacity(average for 40-inch profile): installed to divert flowing water away from these � low or moderate passages.Trees to manage include red pine and Soil reaction:very strongly acid to moderately acid in Norway spruce. the surface and subsoil, and very strongly acid to Dwellings with basements slightly acid in the substratum Surface runoff.�medium This map unit is somewhat limited for dwellings with � Erosion hazard:moderate basements because of slope. Some grading and � Depth fo water table:more than 6 feet smoothing will be necessary around the building far Depth to bedrock:greater than 60 inches landscaping purposes and erosion control. Flooding hazard:none Areas of disturbed soil should be protected with plant Use and Suifabilify cover during construction to reduce erosion and blowing of the fine sandy material. Land shaping and Many areas of this map unit are used for grading may reduce the limitation. ��,�� S�f, CZ��Of S'QTLitoaLl�'pTl7lg'S � �!� De�art�ne�zt ofPz�blic ITlo��ks �� a ;; �r� , ' Anthon��J. Scirocco ; t � 15 T a�tde�-bil,t Az�e�a��e(te��apo��a�y address� � �� Co�nmissioner 7�,� .` Sa�-atoga ,Sp��i�ibs, N�Y' 128G6 ��OePopaiEo`�� J�]c4� �7c47—`.3�J��O�C2 Joseph J. O'Neill zz�zz�zz�.saratoba-s��i�ags.o�g� Deput��Conunissioner NEW WATER SERVICE CONNECTION AGREEMENT & APPLICATION FORM Pi-o��ert}� 0��-ner's Na�ne Patricia & Dan Thornton _ Pi�oject Name (if applicable) Thornton Subdivision Property Address 215 Grand Ave., Saratoqa Springs, NY Ta� �1ap#: 165.65 - 2 -21 Size of Tap (checic one below�� 3/� " 1" Greatei� than 1" A unit of«atei- shall be ctefined as 14,000 (fourteen thousand) cubic feet of«�ater per��ear. Contact the Utilities Department at e�t. ��502 for assistance «�ith «ater use estimation and tnetei• specifications before sigiling belo«. Number of D«�ellin�s: 1 new Estimated Cubic Feet of�Vater per 1'ear 13,175 To be completed in full �a�ithottt any contingencies or protest, on oi• befoi�e the Bttilding Inspector appro��al of the rough plumbing, it�cluding the installatioii of the «�ater meter, or at the time of the issuance of a tappiilg permit. The undersigned represents to the City that the�� ha��e full ancl coinplete authorit�� to e�ecute this document and find and commit the developer to abide b�� the Cit�� Water Ordinance. This agreement shall be binding on all of the undersignecl tra�isfei•ees. The undei•signed acl.�lo��ledges that a copy of this doc�unent �a�ill be deli��ei•ed to appropriate and necessal-�� go��ernmental entities. f�uthorized Signat�u•e �--� Print Name Patricia & Daniel Thornton � Co�npany Name &Add��ess 215 Grand Ave., Saratoga Springs, NY 12866 Cor�lpan�� Phoile Nuiuber 518/584-3695 Faz Nuinber Date 7/15/2020 ****************************************************************************************** llepartn�ent of Y�tblic�Voi•lts�ppro��al Date: ENGINEERING AMERICA CO . 7 6 W A S H I N G T O N S T . S A R A T O G A S P R I N G S , N Y 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 ( F A X ) TRANSMITTALSHEET TO: FROJI: Pla.nniug Board Ton��a Yasenchak COJIP_�VI": D_�TE: Cit��of Saratoga Springs Janua��12,2021 F_�S VL'JIBER: TOT_�L VO.OF P_�GES IVCLL'DIVG CO�'ER: 8 PHOVE VL'JIBER: SEVDER'S REFEREVCE VL'JIBER: RE: I"OlR REFEREVCE VlJIBER: 215 Grand Ave. �X�ater,Sewer&Basic S�x'PPP ❑ i:RGENT C�FOR REVIE�' ❑ PLE�SE CO�lf�IfENT ❑ PLE�SE REPLI ❑�S REQi:ESTED ENGINEERING REPORT: INTRODUCTION: Engineering America Co. has been retained by the applicants, Daniel Thornton & Patricia Thornton, to provide land planning and site/civil engineering services in connection with the subdivision application for 215 Grand Ave. in the City of Saratoga Springs, Tax Map# 165.65-2-21. 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, 215 Grand Ave. is located at the North East corner of Grand Ave. & Birch St. in Saratoga Springs New York The 18,790 sq.ft. lot has an existing single family residential building of approximately 3,012 square foot in living area. The existing building is accessed by on driveway from Grand Ave. The lot area is nearly level in the area of the existing house, with a slope towards Birch St. The property is mostly grassy along the West, North&East sides of the lot with a few larger trees. The proposed subdivision of this parcel would result in dividing the single lot into two lots. The existing residence would be located on a 11,974 sq.ft lot(designated as Lot 1 on the map). The existing driveway access off of Grand Ave. would remain unchanged. A new electrical utility connection is proposed from Grand Ave. to replace the existing utilities across Birch St. The new lot to be created at the corner of Grand Ave. &Birch St. would be subdivided from the main parcel and marketed for sale as a residential building lot. The new Lot 2 is proposed to be 6,816 sq.ft. in area(compliant with the 6,600 sq.ft. min. zoning requirement). Proposed development on the new lot includes a single family residence in compliance with the City Zoning. Compliance with the requirements of Table 3 of the City of Saratoga Springs Zoning Ordinance is as shown on the subdivision plat, Sl as well as on the survey maps. WATER REPORT: Currently, there are 5 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 200,750 gallons. Assuming the new lot will accommodate a single family residence with 4 total bedrooms the annual water consumption would increase by 160,600 gallons to 361,350 gallons (increase of 440 gallons per day). There is a 10" water main located in Grand Ave. The existing residence appears to be currently connected to this main with services to remain unchanged. There is an 8" water main located in Birch St. A new 1" water service connection will be required for the proposed new residence on the proposed new lot. SANITARY REPORT: There are 5 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 200,750 gallons. Assuming the new lot will accommodate a single-family dwelling containing 4 bedrooms the annual sanitary load for the two lots will increase by 160,600 gallons to 361,350 gallons. There is a 10" sanitary sewer main located in Grand Ave. The existing residence appears to be currently connected to this main with services to remain unchanged. There is an 8" sanitary sewer main located in Birch St. The 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 SOII, CONDITIONS: The proj ect site(in location of the proposed new lot& current residence) is nearly level, with the exception of slope to the road along the Western Birch St. side of the lot. Soils on this site are, WnB, Windsor loamy sand in hydrologic group B. According to Saratoga County Soil surveys, the depth to any restrictive feature in this soil type is typically greater than 60 inches. The soil is classified as deep, excessively drained soil with rapid permeability, slow surface runoff and slight erosion hazard. SEDIMENT& EROSION CONTROL: 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 the new driveway to the proposed new residence along Birch St. as well as any new construction on the new lot along Birch St. - Topsoil: A potential topsoil storage area for foundation backfill and topsoil will be identified (possibly located at the North East corner of the new 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 daily. - Concrete Wash: Concrete trucks are not allowed to wash on the premises. - Sediment ControL Less than 0.16 acres are anticipated to be disturbed during construction. Silt fencing has been specified around the perimeter of the new lot project area to reduce off site erosion migration. 3 215 Grand Ave - Soil Map _.__ _ ___ , �:,, � ; ,4 :: __ _�. Ytl t�. . 165.65-2-�46 a,65.6d-�1-1 ' .... 165143•14 166.bi.�_g 74SnS'I �� 1R5,df5�1-15 t65.G5-,2-3.1 '�'S.6S-7.3.1 ...-' ..' A b5.8 5-i� r� 7 8 S.88-1 3 f$5.66-i� 165.9d-1�.1 '� ..-`ibS.i9-2-'+154.G5•B-ljas_as-z-10 '145.�4•I•2 18555I1-i2 185.65-25#6S.�F5-�-616t�i.65,2� 1#5.65-�-19 if,h C�5-1-17 165,$i-2-4 �-� , �157.5's-1-7G I�S.��-c"-tlfi ' .- tft5.1a-1-$a16S:65 f in +"�'^a "' ��'`• �m A5fi.66-7�4Y t ��i1�, � 165.6�•214 �765i5�-�-#� 1(S5.Cdtl-1�7 165.94-1-11.2 � . ' .,.,. �. 1�6 e.d�6-7.3 C ` �olt",,�?,a1�`�� 1Pfv a5_�_47 �, � { 15$.65-2-181�5.85-2-97 765.G5-2,e'5 195,$'�-1-49 ��"'� 4 y 185.b5-3•20'FB'S��i^2-q9 � A65.55-2,2� � . . 1BS.953-21 165 65-3-1G.1 1 GS,fi6-1-40��5.C�&-1�*5 7a5 e53-4 i �I55.5S 2 2A165.fr5-2•27 3er�opaSpnqpa j5��;5 2 251i�5.G5-2-2215S.G5-2-23 f' w�mr 7�5°-�2 r "Hf65.63�-8�1.1 E�C& J 185.45�-12.1 155.6��.5 1E5,R6-2-26 165.66„3,2 1 d5.�r5,E-13 1�5.85-0-�2.Z '11�5.@�5-$-19 ��i5.dfi�#-S 1 185.fid-7-37 165.6 5�2-�'S . iBS,85-2�9 y6s.G5-x.3o 165.$5-3-7 i 7G5.44��SG 145.65�•8 1 7 45.65-T-+A.�3 185.65-2�1 145.65-�-�9 1�5,65•2-3� 1i�5�#��-�5 165,65g3�& 1H5.�5-?+1.�91 7�45.�55,2-;7A r 16 S.Ad-�'-36 165.6$�S d 1�5.63-z-ao��5 55 2.'8 1G"�fiS-3-iR ' rc�..rs 2 s:��2 i6s.6s-z-�a I!y�9:.`-.,-li�� .. ...�..;..i: I .. . . �. 11�.s.. � .L1 Jeruary 12,20d1 '�'�'} G 0:1 :9i :0`_��i � � �Uils CiLies tJil ay�s 291�d Label� I � I � � Il Iiii:' �I::S ..::tikii �JLCI�IBS T0�4'I15 2fl�.� .. :x�.�.i„��iii: :. ��r.�u�e•. i�� .:ixit:.i �; ; � -=Saratoga County, New York 153 � .. �," � ,.: �# Woodland Soil reaction:very strongly acid to moderately acid in �� • the surface and subsoil, and very strongly acid to ��" The potential productivity for northern red oak is slightly acid in the substratum � _ moderate.This map unit is not limited for mast Surface runoff.•slaw woodland management activities.Trees ta manage Erosion hazard:slight �� include red pine and Narway spruce. Depth to water table:more than 6 feet � ' Dwellings with basements Depth to bedrock:greater than 60 inches � � This map unit is not limited for use as dweilings. Flooding hazard:none 1 ' Areas of disturbed soil should be pratected with plant Use and Suitabilify ._. �� ; --cover during canstruction to reduce erosion and Many areas of this map unit are used for �r - plowing of the fine sandy material. agriculture,while an increasingly large acreage is ' �' Septic 7ank Absorption Fields being used for suburban development. Some areas �� are in orchards or smali woodlots. � This map unit is very limited because of the filtering � : � `� capacity of the soil. Inadequate filtering by the soil may Cropland � �' result in the pollution of groundwater.Alternative septic This map unit is moderately suited to cultivated �"'�". system designs should be considered to insure ��;�_., adequate treatment of effluent. Selecting sites.with crops. It can be used to grow small grains, corn silage, �� -� moderately rapid permeability in nearby areas may hay, and some fruits and vegetables. However, low ��R available water capacity may reduce yields significantly. �.�.. . �,� � , reduce this limitation. , Use of�over crops or sod-forming crops, and return of �,�,�; �; The capability subclass is 3s. �� crop residues to the soil help to improve moisture u�„�. . �,�� = retention, reduce erosion, and promote good soil tilth, � ,�;3- �,��: Wn�—YVindsor loamy sand, undulating pasture ��; ,��"w' ' This very deep, excessively drained soil formed in This map unit is well suited to pasture. Proper ��` . �� ; water-sorted sand. It is on glacial outwash plains, stocking rates and timely deferment of grazing can ��;�4`� kames and terraces Slopes range from 3 to 8 allow for regrowth after dry periods.Nutrient rnanagement ��L�� - percent,and is compiex. Individual areas range mainly and weed cantrol will help increase forage yields. �;��' ` from 10 to 50 acres and are rectangular. Yfiz ' �� The typical sequence, depth, and composition of Recreation �� < �� <� the layers of this map unit are as follows— This map unit is very limited for playgrounds ��` because of the slope. Less sloping areas will require �� Sutface layer: less grading and smoathing.An addition of loamy � 0 to 2 inches, moderately decomposed pine needles topsoil may reduce droughtiness while improving � � 2 to 11 inches, very dark grayish brown laamy sand ; vegetative growth and the soiPs ability to withstand �� ` Subsail: pedestrian traffic. ` 11 to 21 inches, yellowish brown loamy sand Woadland � ,' � 21 to 25 inches,yellowish brown sand ' Substratum: The potential productivity for northern red oak is �`' 25 to 72 inches, light yellowish brown sand moderate.This map unit is maderately suited to lag landings, natural road surfaces, and mechanical r Included with this soil in mapping are small areas of planting because slope. Some land leveling may be moderately well drained Deerfield soils, and well necessary to efficiently stack and process logs.There ; drained,fine sandy Oakville soils.Also included are is also a moderate erodibility concern on roads and t areas of gravelly Hinckley soils. Included areas are up trails.Water control structures can be installed to � to 5 acres and make up about 20 percent of the unit. divert flowing water away from these passages.Trees ` " Soil Properties to manage include red pine and Norway spruce. Permeability:rapid or very rapid throughout the soil Dwellings with basements ' Available water capacify(average for 40-inch prafile): This map unit is nat limited for use as a site for t low or moderate dwellings.Areas of disturbed soil should be protected u.��,.�-:= . � t z, '?, � �� ` �'� <_ `;� "��: � 154 Sail Survey `� with plant cover during construction to reduce erosion agriculture,whde increasingly large acreage is being � of the fine sandy rnaterial. used for suburban development.Same areas are in � ,.�' Septic Tank Absorption Fields orchards or small woodlots.This map unit is a probable source of sand, and some sites are being This map unit is very limited because of the filtering excavated. capacity of the soil. Inadequate filtering by soil may Cropland result in the poilution of groundwater.Alternative septic system designs should be considered to insure This map unit is poorly suited to cultivated craps ar -� �; adequate treatment of effluent. Selecting sites with hay.The main limitations are droughtiness and the ,� moderately rapid permeability in nearby areas may potential for soil erosion.The low available water reduce this limitation. capacity limits plant growth during many years. On The capability subclass is 3s. long, poorly vegetated slopes,this soil erodes easily. _ Crass slope tillage,use of cover crops or sod-forming � crops, and return of crop residues to the soil help to s � WnC—Windsor laamy sand rolling �' � reduce erosion, imprave available water capacity, and � This very deep, excessively drained soil formed in promote good soil tilth. � water-sorted sand. It is on glacial outwash plains, Pasture � kames, and terraces. Slopes range from 8 to 15 This map unit is moderately suited to pasture. If percent, and is complex. Individual areas range mainly overgrazing occurs, erosion can be a hazard because '` from 2Q to 100 acres and are rectangular. of slope. Proper stocking rates, timely deferment of The typical sequence, depth, and composition af grazing,and weed control will help increase forage �� the layers of this map unit are as follows— yieids and reduce the risk of erosion. Surface layer. Recreation 0 to 2 inches, moderately decomposed pine needles 2 to 11 inches, very dark grayish brown loamy sand This map unit is very limited for playgrounds � Subsoil: because of slope. Choosing less sloping areas will �1 to 2� inches,yellowish brown loamy sand require less grading and smoothing for playground 21 to 25 inches, yellowish brown sand sites.Water erosion is a management concern on heavily used paths and trails.Water control structures ' :�§' Substratum: can be installed to divert flowing water away from ;-� 25 to 72 inches, light yellowish brown sand these passages. Included with this sail in mapping are small areas of Woodland moderately well drained Deerfield soils, and well The.potential productivity for northern red aak is - drained,fine sandy fJakville soils.Also included are moderate.This map unit is moderately suited to lag areas of gravelly Hinckley soils. Included areas are up landings, natural road surfaces,and mechanical =� to 5 acres and make up about 25 percent of the unit. ' planting because of the slope. Some land leveling may Soil Propet'ties be necessary to build roads and efficiently process �` logs.There is also a moderate erodibility concern on Permeabilify:rapid or very rapid throughout the soil roads and trails.Water control s#ructures can be- Available water capacity(average for 40-inch profile): installed to divert flowing water away from these � low or moderate passages.Trees to manage include red pine and Soil reaction:very strongly acid to moderately acid in Norway spruce. the surface and subsoil, and very strongly acid to Dwellings with basements slightly acid in the substratum Surface runoff.�medium This map unit is somewhat limited for dwellings with � Erosion hazard:moderate basements because of slope. Some grading and � Depth fo water table:more than 6 feet smoothing will be necessary around the building far Depth to bedrock:greater than 60 inches landscaping purposes and erosion control. Flooding hazard:none Areas of disturbed soil should be protected with plant Use and Suifabilify cover during construction to reduce erosion and blowing of the fine sandy material. Land shaping and Many areas of this map unit are used for grading may reduce the limitation. City of Saratoga Springs Complete Streets Checklist Saratoqa Sprinqs Complete Street Policv Vision (May 2012) The City of Saratoga Springs Complete Streets Policy will encourage the deve/opment of a comp/ete streets network throughout the City to create a more balanced transportation system. The Policy shall be consistent with and assist in achieving the goa/s and recommendations set forth in the City's Comprehensive P/an and other policy documents. The Policy shall ensure new and updated public and private projects are p/anned, designed, maintained and operated to enab/e safer, comfortab/e and convenient trave/to the greatest extent possib/e for users of all abilities inc/uding pedestrians, bicyclists, motorists and transit riders. This checklist is intended to assist the City in achieving its vision for complete streets. Project Name: Thornton - 2 Lot Subdivision Date: ��14/2020 Project Location / Limits: 215 Grand Ave., North East Corner of Grand Ave. & Birch St. intersection Project Description: Subdivision of one existing residential lot to create an additional 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 � ❑ � Existing & New Sidewalks examples) Existing Transit Operations Do transit facilities exist within the study area, including bus and ❑ � Train Station 0.9 mile away train stops/stations? Is the project area on a transit route? (CDTA Service Routes) ❑ ❑ Bus Route along West Ave.approx.1/2 mile Are there bicycle racks, shelters, or parking for transit riders ❑ ❑ available? Existing Access and Mobility Do connective opportunities exist with schools, hospitals, senior ❑ ❑ care or community centers or persons with disabilities within Existing sidewalks to school ro�ect area? Are there gaps inhibiting continuous access between schools, ❑ � ❑ hospitals, senior care, or community centers or persons with disabilities within project area?" Pro"ect Area Context Are there prominent landmarks, recreation, shopping, employment ❑ ❑ center, cultural centers or other key destinations that offer 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: Citv of Saratoqa Sprinqs Comprehensive Plan, Citv of Saratoqa Sprinqs Open Space Plan, Capital District Transportation Committee Bicvcle/ Pedestrian Prioritv Network, Citv Standard Details, etc. A new sidewalk is proposed to be installed along the West side of the project site to lengthen pedestrian access in the neighborhood. A crossing area exists at the intersection of Birch & Grand which also allows for pedestrian connectivity City of Saratoga Springs Complete Streets Checklist 1 PROPOSED DESIGN Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description Complete Streets Design Bicyclist accommodations? ❑ ❑ Pedestrian accommodations? � � New sidewalk to be installed along Access and Mobility accommodations? ❑ Transit accommodations? ❑ ❑ Truck/freight accommodations? ❑ ❑ Streetscape elements? � � New street trees and street lights proposed Bike Facilities: Off-roadway bike ❑ Yes ■❑No ❑NA accommodations Pedestrian Facilities: Dedicated bike lane ❑ Yes ■❑No ❑NA Sidewalks on both sides of ■❑ Yes ❑No ❑NA Shared-use lane ❑ Yes ■❑No ❑NA the street Shoulder ❑ Yes ■❑No ❑NA Striped crosswalks ❑ Yes ❑No ■❑NA Acceptable actuated traffic ❑ Yes ■❑No ❑NA Geometric modifications ❑ Yes ❑No ■❑NA signal bike detection, including to reduce crossing turn lanes distances such as curb Do signals allow adequate ❑ Yes ❑No ■❑NA extensions (e.g. bulb-outs) minimum green time for Acceptable provision for ❑ Yes ❑No ■❑NA bicyclist to safely cross pedestrian traffic signal intersection? features (e.g. ped. buttons) Signage and pavement ❑ Yes ❑No ■❑NA Pedestrian signage for ❑ Yes ❑No ■❑NA markings specific to proposed crossing &wayfinding bike facilities Safety islands/medians on ❑ Yes ❑No ■❑NA Bicycle safe inlet grates ❑ Yes ❑No ■❑NA roadways with two or more Bicycle parking, eg. bike racks, ❑ Yes ■❑No ❑NA traffic lanes in each direction bike lockers Enhanced supplemental ❑ Yes ■❑No ❑NA Transit Facilities: pedestrian treatments at Transit shelters ❑ Yes ■❑No ❑NA uncontrolled marked Bus turnouts ❑ Yes ■❑No ❑NA crossings Standing pads ❑ Yes ■❑No ❑NA Connectivit : Has CDTA been contacted? ❑ Yes ❑■No ❑NA Are there proposed ■❑ Yes ❑No ❑NA connections to other bike Access and Mobility Facilities: paths, pedestrian facilities, or Adequate sidewalk or paved ■❑ Yes ❑No ❑NA transit facilities? path Are there proposed ❑ Yes ■❑No ❑NA Acceptable ❑ Yes ❑No ■❑NA connections to any key consideration/provision for destinations listed on page 1? accessible pedestrian traffic Are there proposed ■❑ Yes ❑No ❑NA signal features connections to Curb ramps, including ❑ Yes ❑No ■❑NA neighborhoods? detectable warning Streetscape Elements: surface Are streetscape elements ■❑ Yes ❑No ❑NA Acceptable slope and ■❑ Yes ❑No ❑NA 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 ❑NA among pedestrian, bicyclists, and motor vehicles (access Public seating or benches ❑ Yes ■❑No ❑NA management)? Desi n Standards and Guidelines Design meets guidelines such as described below for ❑■ Yes ❑No ❑NA Describe bicycle/pedestrian/bus/transit facilities? Design compliant with City Req "'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 Riqht-of-Wav Accessibilitv Guide(PROWAG); Manual on Uniform Traffic Control Devices(MUTCD);Americans with Disabilities Act Accessibilitv Guidelines(ADAAG); National Association of City Transportation Officials(NACTO)-Urban Bikewav Desiqn Guide. New York State Department of Transportation— Hi hwa Desi n Manual City of Saratoga Springs Complete Streets Checklist 2 Sitework Cost Estimate Project No.: City Project Number: PB#XX.XXX Project:Thornton-2 Lot Subdivision Date: 3/4/2021 Location: 215 Grand Ave.,Saratoga Springs,NY Rev: 0 Estimater:Tonya Yasenchak,PE No. Item Quantity Unit Unit Cost Sub Total ROW/Site A Demolition and Site Clearing Tree Removal 1 EA $1,250.00 $1,250 Site Remove Sidewalk 0 SF $3.00 $0 ROW Remove Curb-Birch St Curb Cut 20 LF $9.00 $180 ROW B Excavation and Grading Strip Top Soil and Stockpile 230 CY $4.50 $1,035 Site Stabilized Construction Entrance 50 SY $12.00 $600 Site Install Silt Fencing 380 LF $4.00 $1,520 Site Excavate for Driveway 27 CY $4.00 $108 Site Spread Topsoil 65 CY $16.00 $1,040 Site C Utilites Saw Cut Pavement 10.4 CY $8.50 $88 ROW Sanitary Line Install (6"SDR-35) 18 LF $25.00 $450 Site Sanitary Line Install (6"SDR-35) 30 LF $24.50 $735 ROW Water Line Install(1"Copper Service) 18 LF $27.50 $495 Site Water Line Install(1"Copper Service) 30 LF $27.50 $825 ROW Sanitary Cleanout 1 EA $750.00 $750 Site D Improvements New 5'Concrete Sidewalk 160 SF $8.50 $1,360 ROW New Concrete Curbing 10 LF $20.00 $200 ROW Sternberg LED D650 3 EA $3,250.00 $9,750 ROW Pedestrian Ramps 0 SF $7.50 $0 ROW Asphalt Aprons 100 SF $15.00 $1,500 ROW Asphalt Driveways 820 SF $15.00 $12,300 Site E Landscaping New Street Tree 2 EA $250.00 $500 ROW Fine Grade&Seed 3100 CF $1.50 $4,650 Site Fine Grade&Seed 470 CF $1.50 $705 ROW F As Built Drawing 1 EA 6000 $6,000 ROW Total On Site $36,498.00 25% $9,124.50 Total Off Site(ROW) $21,843.40 100% $21,843.40 Proposed Letter of Credit(LOC)Amount $30,967.90 --------- — � BIRCH ST ; ; � MUD PORCH � �-------------- ------------- ------ -----� L—� I � I � I � I � I � I � I � MUDROOM I I � COVERED LAUNDRY i � PORCH I � MAIN ENTRY ► I � I � I � � PANTRY � � 0 I � O I � ° I I � I � I � � KI TCHEN � � 30�-�� I � I � I 19,_3„ � � � � � GREA T ROOM � j � ^ I I I I � PROPOSED 2 STORY HOUSE: � i 1 st & 2nd Floor Areas: 956 sq.ft. per (1 ,912 sq.ft. total +/-) i i Option for finished basement (500 sq.ft.) � i Option for Attic Loft Under Roof (500 sq.ft.) i � � i � i � L --------� �- --------------� I I I � � I WINDOW � � WELL � DINING AREA - � � N I � ^ I I � I � I � I � � 14'-1" � � � � � � � � � ---- ---------- ------ ----J STOOP GRAND AVE 215 Grand Ave. Optional 1 st Floor Plan Engineering America Co. Quality Design with Integrity 76 Washington St.,Saratoga Springs,NY]2866 5!$/587-I 34C Footprint: 1 ,241 sq.ft. = 18.3% lot coverage < 30% max allowed First Floor Area: 956 sq.ft. living area > 900 sq.ft. min. allowed Total Habitable Area with 2 floors: 1 ,912 sq.ft. Total Habitable Area with 2 floors and partial basement: 2,412 sq.ft. Total Habitable Area with 2 floors, basement & attic loft: 2,912 sq.ft. BOOK 1433 OF DEEDS, BOOK 1608 OF DEEDS, I PAGE 488 PAGE 223 0 � Option for detached garage: � �WOOD oEN,CE � Garage may be attached to , -o � ° ° � I /�— house with condition that a 7 2•� � � ` � back up area on site is required � 0 � � I z � �- - - - - - - -�'� ,_,_, 0 v / 24. � � N I O � � � N � �, � � N I "� I PROPOSED DETACHED � o � I / 18' DRIVEWAY I 2 CAR GARAGE \N �, O � Z � / � � �G• � I � \ F�� I ^ /� � � - - - - - � — � ��G / /1/ � � .� ��"�`�' F � / � � T ., PROPOSED �/ � �X ��'�P / (.�`L T I O PARKING � O � � / z � � � � BACK UP AREA °' � m z AREA = 6,800± Q. 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