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HomeMy WebLinkAbout20240727 225 Clinton St. Final Subdivision Plans As-ApprovedSSMH RIM = 371.60 (COULD NOT OPEN MANHOLE TO MEASURE INVERT) EMBURY STREET (ENTRANCE TO THE WESLEY COMMUNITY) SIGN WITH PLANTER APPROX. 350 FT. FOR WESLEY COMMUNITY TO FIRE HYD. 8 N.W. COR. OF SBT152VE CLINTON ST. & CLEMENT r�AVE. 10.00� FOUND CAPPED MACADAM SIDEWALK Iona OM LOT 71 (MAP REF. NO. 1) LOT 71 (MAP REF. NO. 1) LOT 70 (MAP REF. NO. 1) HII LU UTILITY POLE U WATER VALVES ............. V_........................................................................................,........... rc r I. at_UU. LIM ....... L~L 2 O I rn U_ N o N87.15'00"W C) u LOT 69 r', z 130.00' coNc. LU (MAP REF. NO. 1) LOT 57 PORCH & f =' Q +I STEPS :? MAP REF. N0. 1 0' WALK •� Z L ( ) ,d MACADAM +;-: a O a LANDS NOW OR FORMERLY OF � ;,:',•=,: � I-- Il TROY CONFERENCE GERIATRICS FOUNDATION, INC. ......... - ...... '�' ° 26.7'± BOOK 925 OF DEEDS, PAGE 988 ~ Lu 4.rE... LOl 68 LOT S6 I W W Z (MAP REF. NO. 1) (MAP REF. NO. 1) I O= z ............................ W rn z N i CONC. (5 O I PORCH & z GAS STEPS LOT 1 v I METER W LOT SS W •� LOT 67 of (MAP REF. NO. 1) O (MAP REF. NO. 1) AREA = 14,950± SO. FT.Wi UTILIT U) POLE W O O LOT 66 (MAP REF. NO. 1) O z LOT 6S (MAP REF. NO. 1) .................... LOT " (MAP REF. NO. 1) ZONING INFORMATION: ZONING DISTRICT: UR-1 MINIMUM LOT SIZE: 12,500 SQ. FT. MINIMUM LOT WIDTH: 100 FT, MAXIMUM BUILDING COVERAGE: 28% MAXIMUM IMPERVIOUS SURFACE COVERAGE: 50% MAXIMUM BUILDING HEIGHT: 40 FT. MAXIMUM FIRST FLOOR ELEVATION WHEN PRINCIPAL BUILDING WITHIN 20' OF SIDE LOT LINES 4 FT. MINIMUM SETBACKS: FRONT: 30 FT. ** ONE SIDE: 12 FT. TOTAL SIDE: 30 FT. MIN. CORNER SIDE: 25 FT. REAR: 30 FT. ** — THE AVERAGE FRONT SETBACK OF HOUSE # 231 AND HOUSE # 225 = 21.7 FT. VARIANCES GRANTED: ON JULY 22, 2024 THE SARATOGA SPRINGS ZONING BOARD OF GRANTED THE FOLLOWING VARIANCES FOR THIS PROPERTY. APPEALS DIMENSIONAL REQUIREMENTS FROM PROPOSED RELIEF REQUESTED MIN. LOT SIZE 12,500 SQ" FT. 9,750 SQ. FT. 2,750 SQ. FT. (22%) MIN_ AVG. LOT WIDTH 100 FT. 75 FT. 10 FT. (17%) CITY OF SARATOGA SPRINGS - CHUCK MARSHALL, Chair 'arj' PLANNING BOARD MARK PINGEL, Vice Chair KERRY MAYO r�tq City Hall - 474 Broadway WILLIAM MCTYGUE PATRICIA MORRISON ..r - Saratoga Springs, New York 12866 Tel: 518-587-3550 fax 518-580-9480 MICHAEL KING TONY STELLATO www.saratoga-springs.org NOTICE OF DECISION IN THE MATTER OF THE APPLICATION NO. 20240727 OF KAREN AND JOHN HARVEY 225 CLINTON STREET SARATOGA SPRINGS, NY 12866 Involving the premises with Tax Parcel ID# 165.35-2-45, in the City of Saratoga Springs, on an application for final plat review of a proposed two -lot subdivision within the Urban Residential — I (UR-1) District with the Planning Board who made the following decislon(s): In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA short Environmental Assessment Form Parts I and 11, made a motion to issue a Negative SEQRA Declaration on July 18, 2024: And, in accordance with the purpose and objectives set forth in the City's Unified Development Ordinance Article 14 "Subdivision Approval", the Planning Board issued the following decision on October 10, 2024; Z Approve final subdivision plat (dated August 20, 2024) with the following conditions: I . Easement for the existing freestanding sign on lot 2 (Wesley Community) shall be noted on the final plat and filed at the County Clerk's Office. 2. The driveway on lot 2 shall be reduced to 10 ft. wide within the ROW. 3. The reduced front yard setback on lot 2 shall be added to the final plat. 4. Satisfaction of any technical comments from the City Engineers' Office. The applicant is required to complete the following prior to signing of the final plat by the Planning Board Chair: • Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on- and off -site improvements. • Submit a fee in lieu of recreation of $2,000 for one new residential lot. • Submit one ( I ) mylar and two (2) paper copies of the final approved subdivision plat for signature by the Planning Board Chair. File the signed final subdivision plat with the Saratoga County Clerk within sixty-two (62) days as provided in Article 3, Section 32 of General City Law. Approval of the final plat expires within one year after the resolution granting such approval unless all requirements stated in such resolution have been certified and completed per Article 14 of the UDO. October 17, 2024 Date filed with Accounts Dept. Chair cc: Building Dept., Accounts Dept., Applicant/Agent, File MAP REFERENCE: 1.) MAP ENTITLED "MAP OF SUBDIVISION OF WOODLAWN OVAL", DATED MAY 1924 MADE BY S.J. MOTT, C.E. AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS CARD 1, POCKET 4, FOLDER 1 AND BEING MAP NO. 3. DEED REFERENCES: 1.) DEED DATED NOVEMBER 16, 2023 FROM ANN SPERRY AND THOMAS L. ELLIS, EXECUTORS OF THE ESTATE OF MARY J. ELLIS TO KAREN HARVEY AND JOHN HARVEY AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. 2023030084. 2.) PERMANENT RIGHT OF WAY AND SIGN EASEMENT DATED APRIL 7, 2025 FROM JOHN HARVEY AND KAREN HARVEY TO THE WESLEY FOUNDATION, INC. AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. 2025010686. CITY OF SARATOGA SPRINGS - STANDARD NOTES: 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF —SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 4.) THE CONTRACTOR MUST SET UP A PRE —CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY CONSTRUCTION. 5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND AN AS —BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. PARCEL INFORMATION: OWNER: KAREN AND JOHN HARVEY 45 BROOKSIDE DRIVE SARATOGA SPRINGS, NEW YORK 12866 TAX MAP PARCEL NO. 165.35-2-45 TOTAL AREA: THE TOTAL AREA OF THIS SUBDIVISION IS 24,700f SQ. FT. NOTES: 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR A TITLE REPORT. 2.) UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES. 3.) UTILITIES TO HOUSE ARE UNDERGROUND. 4.) BEARINGS AND DISTANCES IN ITALICS PERTAIN TO THE PROPOSED SIGN EASEMENT. 5.) THE CROSS —HATCHED AREA REPRESENTS A PERMANENT RIGHT OF WAY AND SIGN EASEMENT GRANTED TO THE WESLEY FOUNDATION, INC. AS DESCRIBED IN DEED NO. 2025010668 (SEE DEED REFERENCE NO. 2). REVISIONS: 1.) MISCELLANEOUS CHANGES ON OCTOBER 31, 2024. 2.) NOTE NO. 5 AND DEED REF. NO. 2 ADDED ON MAY 9, 2025. 3.) MISCELLANEOUS CHANGES ON JULY 3, 2025. Y DANIEL C. WHEELER, LS CIA TES LLC PROFESSIONAL LAND SURVEYING 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 OWNER/DEVELOPER: KAREN AND JOHN HARVEY 45 BROOKSIDE DRIVE SARATOGA SPRINGS, NEW YORK 12866 PHONE (518) 450-8125 UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2) OF THE NEW YORK STATE EDUCATION LAW. PLANNING BOARD PROJECT NO. 20240727 TITLE: SUBDIVISION PLAN NFw CERTIFICATION: SUBDIVISION OF LANDS OF F, OF G. C-0 V✓yF` F THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE OF PROFESSIONAL LAND SURVEYORS" KAREN AND JOHN HARVEY �P �y r� LOCATION: DATE: DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 Q � �° 50137 CITY OF SARATOGA SPRINGS AUGUST 20, 2024 PJ LAND Sv (INSIDE DISTRICT) APPKVED UNDE_= THORITY OF A RESOLUTION ADOPTED " SARATOGA COUNTY, NEW YORK BY "TF P i B ARD OF THE CITY OF SARATOGA SPRING SCALE: DANIEL C. WHEELER CHAIRPERSON 1 INCH = 20 FEET MAP NO. 2024-06-04 P.L.S. LIC. NO. 50,137 DATE SIGNED �z_-5 2-5 SHEET2 C'1`l'�' OF SA1ZA`1'nCA (i l�•�� Sinll�uill.( 'lrrri,• 111 a(I (J,Ila�-hel. 1-ire (,hair S1'llll•1,.7 Shal'er(iasion t3reuilan 1)ailr�° A Jonah ohen ZONiN6 BOARD OF APPEALS lltr. `vlaxwiil • r- - I I C'hns I al'ointe CIn ihi I 174 BRO,UlHAN R(Phert 11'ew (..Illut-11111c) SARA-106A St ri i,4 s. Niw 1 (wK 11-860 ('hrv, 1-1ashick (_llrrrnaw) 1 X-SX7-i5() 1! \t N .SAR:1 10(:A-Sl'Rl\6S.0R(; 20240382 IN TiIF 11ATT17k OF TI1F .APPEAL OF John and Karen Harvev 4i Brookside Dr. Saratoga Springs_ New York 12866 from the deterinination of the Building Inspector involvinsL, the premises 725 Clinton St in the City of Saratoga Springs, New York being tax parcel number 165.35-2-45 on the Assessment Map of said City. The applicants having applied for an area variance under the UDO of said City to permit the subdivision of said property and public notice having been duly given of a hearing on said application held bctNvccn June 10,2024 and July '_'_. 2024. in consideration ofthc balance between benefit to the applicants with detriment to the health, sandy and wellarc of the comnlllnliv, i moye that the followin`, area \ ariances for the tollo\4 inu amounts of relief'- TYI'i.ul Riot:wi mirN1 DIsIRIC'I IN-VII:NSIONAI. m ()t Intl `v11 t I PROPOSi l) RELILI; RlQt��l S I 1 -1) MINIMl1M LO I SILL 12,500 S(1l 1 (l_75O SC)l "1 2.750 SQI:-I-_ (22" O MINIMUM AVLRAGL WIDI-11 1001:1' 75 11- 25 FT(25' ,,) As per the submllled plans or lesser dimensions, be approteu for the lorlo\, nlg reasons: I . The applicant has demonstrated this benefit cannot be achieved by other means fcasiblc to the applicant_ The applicant would like to subdivide their property. There is no adjoining land a\ ailable for purchase. ?. T he applicant has demonstrated that granting-, this variance will not create all Undesirable chang.c in ncluliborhood character or detriment to nearby properties. The Board finds that the applicant has demonstrated that the requested variancc aligns with other properties in the neighborhood. The Roar(I finds the requested variances are substantial, but notes the chaiacterofthe nei��hlu�rllooc! rniti�,aies this concern as the proposal is similar to other neighboring properties. 4. The Board finds that these variances will not have significant adverse physical or environmental eltcct on the neighborhood or district_ Thc property will adhere to the standard district permeability requirements_ 5. The alleged difficulty is self-created insolaras the applicant's desire to create a second parcel via subdirision, but this is not necessarily fatal to the application. ,Note_ approval is contingent upon a satisfactory access agreement to lot 2 between DI11W and DPS_ It is so moved. Dated: July 22. 2024 Pantie 1 of' 2 225 Clinton St. - vicinity Map Passes by the follo%ving votU s: AYES: 5 (S. Clayton, O_ Maxwell, C'_ LaPointe, G. Simpson, B. Dailey) RFC1_ISFD: NAYFS: This variance shall expire 18 months following the filing date of such decision unless the necessary building permit has been issued and actual construction begun as per the. Unified Development Ordinance. I hereby certify the above to he it bell, true and correct copy of a resolution duly adopted by the Zoning. Board of Appeals of the City of Saratoga Springs on the date above mentioned, five members of the Board being present. SIGNATURE: _-- 07/2512024 HAIR DATE RE( -1 BY AC COON'i S DEP1 Page 2 of 2 1�5.�5-t-tJt.i t;5 5 - -4 a 165.35-2-1 165.34-2-3 1G5,35-2-4 1li�i.�J-�- ►11 � _ 1fi5,�5-�-62, Project Location 1b`►,3 _2 165,35-2-11 ,14 h : 16 5.15 i .11 .. �� A 1 F►5•�1'� �' Ei1 1r5.35--I, 1155.35-2-52 �., 16S.:15 1 fill a. 411 %5.-3-36165.35-2-42 . 1+65.35-2 5 1 �. `, 36 44 165.35-�- ilea.: ; - 16`,.),J 31 165.4' -1-5(1 165.43-1 15 I ,:.. 165.43-1-22 fi 1175.d -1-1b 165A3-1-24 10.4.-1 1 €ILI 1G).•'13 1 20 _ 165.43-1-25 1l�+> =► 40 August 26, 2024 COUInties Cities 2024 2024 Labels 1:2.257 0 O V 0.03 0.05 (To 0 0-02 0.04 +0.00 krr• \YS I-S Gecwatiat Sere% In SSMH RIM = 371.60 (COULD NOT OPEN MANHOLE TO MEASURE INVERT) STREET EMBURY (ENTRANCE TO THE WESLEY COMMUNITY) T. SIGN FOR THE TO APPFRE HYD. ROX. 350 F WESLEY COMMUNITY N W COD OF N FOUND CAPPED LOT Z2 IRON ROD (MAP REF. NO. 1) O LOT 71 0 Cn (MAP REF. NO. 1) J cn LOl ZO (MAP REF. NO. 1) LOl 69 t (MAP REF. NO. 1) LANDS NOW OR FORMERLY OF TROY CONFERENCE GERIATRICS FOUNDATION, INC. CLINTON ST. & CLEMENT AVE. MACADAM SIDEWALK STREW ET -- IGHT S87" 15'009, E 130.00 FOUND CAPPED SILT FENCE IRON ROD cn 11 OPT. z REAR DECK 0 m w 0 L NEW 6" - SDR 26 NEW CONCRETE SANITARY SEWER LINE PEDESTRIAN RAMP , LOT 2 SS SS S SS SS r - AREA = 9,750± SO. FT. rNEW 31 4" TYPE K 0 COD(,OPPER i 4.-,- ELL WATER SERVICE 25 FT. BLDG. LINE XISTIN _----------- --- -- MAPLE REMAINS NEW WATER CONCRETE PROPOSED COV WASHOUT w o SHUTOFF VALVE NO. 227 CLINTON STREET PORCH I LOCATION TBD Y. ~ _ Q •.Cn �. w O V) GRASS POTENTIAL 17- - e'Y AREA C', (2) STORY SINGLE FAMILY Ld CONCRET SIDEWALK I DWELLING UNIT POTENTIAL z ACROSS RIVEWAY cn (DEPICTED AT (2) CAR GARAGE I J 24% COVERAGE) I --PROPOSED � I NEW (F.F.E < 4'-0 ABOVE RIVEWAALT ELEV. AT FRONTAGE) 12 FT. BLDG. LINE CONSTRUCTION ENTRY Lu (FINAL PAVED 10'-0 DRIVEWA 1L_'J WITH C.I.P CONCRETE CURB) �' - � co .J SILT FENCE N87° 15'00"W =� ` 130.00' CONC. NEW STREET THE PORCH & 'w-. -H STEPS C) ;0. MACADAM WALK ;'off GRASS n c> AREA cn z:: uiUTILITY POLE v J WATER VALVES IEW SANiTAR __SEWER CONNECTION NEW WATER CONNECTION I•- u_ u_ N n CD n Z �w ILLQ z Q ® d F- LL Ld 0o Ld < Cr I BOOK 925 OF DEEDS, PAGE 988 't _:t ONE STORY HOUSE MACADAMNDRIVEWAY LOl 68 NO. 225 CLINTON STREET (MAP REF. NO. 1) I Q LOT I_ F I GRASS (-- AREA = 14,950± SQ. FT. I AREA ^I i PORCH H & Q } GAS v I METER STEPS EXISTING MAPLE REMAINS zcn Q n - LOl 67 - LI I z I (MAP REF. NO. 1) CD In ©I I 0 I I I O �j U UTILITY POLE NEW STREETS GET i Li 67.5'±- O ELEC_ METER w= _ LOl 66 NEW STREET TREE (MAP REF. NO. 1) N O _ O O 2< I .0 �t J Cn P GRASS (n : AREA QJ� LOl 6,S 06 (MAP REF. NO. 1) UTILITY POLE (UTILITIES GO FOUND IRON PIPE N87'15'00"W 130.00' R FROM POLE) LOl S2 x x x x x x x x x �. x x x x x CHAIN LINK xx X FENCE zal- � (MAP REF. N0. 1) (MAP REF. N0. 1) LANDS NOW OR FORMERLY OF ALICE A. FUREY BOOK 1227 OF DEEDS, PAGE 603 225 Clinton St. - Location Map ALlgust 26, 2024 1-9,028 0 005 0 1 0.2 mi Counties Cities Towns - - 0 007 015 03krn n CwTrmm_y Flaps Corldbutcrs OperStreettW-ap llercsett Esr: Tom om_ Ganrin- SareGraw-- GecTechn� orsies n-- f0ET1 "-L4_',A USES PARCEL INFORMATION: OWNER: KAREN AND JOHN HARVEY 45 BROOKSiDE DRIVE SARATOGA SPRINGS, NEW YORK 12866 TAX MAP PARCEL NO. 165.35-2-45 TOTAL AREA: THE TOTAL AREA OF THIS SUBDIVISION iS 24,700+ SQ. FT *00 logo VV c� 0 ~', . � th V> 4 CO � , ib v 5 :s�*•�,�3,�. LAND Sv o r III''° TONYA L. YASENCHAK, PE DANIEL C. WHEELER P.E. NO. 085460 P.L.S. LIC. NO. 50,137 CERTIFICATION: THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. DANIEL C. V44FELER P.L.S. LIC. NO. 50,137 APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED '!�' / / Z HE PLA , BOARD OF THE CITY OF SARATOGA SPRINGS. C i RPERS N 7� 6 / z--e5 DATE SIGNS 'tJ �; CITY OF SARATOGA SPRINGS - STANDARD NOTES: 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY CONSTRUCTION. 5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK. IN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWii`NG OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CiTY ENGINEER. NOTES: 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR A TITLE REPORT. 2.) UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES. 3.) UTILITIES TO HOUSE ARE UNDERGROUND. MAP REFERENCE: 1.) MAP ENTITLED "MAP OF SUBDIVISION OF WOODEAWN OVAL", DATED MAY 1924 MADE BY S.J. MOTT, C.E. AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS CARD 1, POCKET 4, FOLDER 1 AND BEING MAP NO. 3. DEED REFERENCE: 1.) DEED DATED NOVEMBER 16, 2023 FROM ANN SPERRY AND THOMAS L. ELLIS, EXECUTORS OF THE ESTATE OF MARY J. ELLIS TO KAREN HARVEY AND JOHN HARVEY AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. 2023030084. ENGINEERING AmERicA CO. 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 PH. 518 / 587 - 1340 Ey DANIEL C. WHEELER, LS .......... ........... / 1A TES LLC PROFESSIONAL LAND SURVEYING i 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 OWNER/DEVELOPER: KAREN AND JOHN HARVEY 45 BROOKSIDE DRIVE SARATOGA SPRINGS, NEW YORK 12866 PHONE (518) 450-8125 UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2) OF THE NEW YORK STATE EDUCATION LAW. PLANNING BOARD PROJECT NO. 2024072 TITLE: SITE DEVELOPMENT PLAN SUBDIVISION OF LANDS OF KAREN AND JOHN HARVEY LOCATION: CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 20 FEET DATE: AUGUST 20, 2024 REV. J U LY 39 2025 MAP NO. 2024-06-04 SHEET 3 of 5 HAY BALES OR (SEE NOTE Z` SAND BAG --- REMOVE EXISTS DO h ROOT CR NOTES: FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA. TOTAL QUANTITY SPACING MULCH 3 MAX STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG FINISH GRADE —� USE 3 STAKES FOR OVER 2" CAL. ' :.:. i 2 STAKES- 2" CAL. & UNDER REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER MAN-MADE MATERIAL FROM THE ROOT BALL. THE ARE BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS LONG AS THIS DOES NOT DAMAGE THE ROOT BALL. THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT -BALL WHERE PRACTICAL OR MIN OF 2X THE UNDISTURBED SUBGRADE ROOT -BALL DIAMETER. TREE PLANTING DETAIL N.T.S. REVISED DATE DWG No M�z 3 20 CITY OF SARATOGA SPRINGS, NEW YORK STANDARD CONSTRUCTION DETAIL Tree Planting L-1 TREES UNDER SINGLE OR AT LEAST 30' I AT LEAST 25' 20' BETWEEN TRIPLE PHASE UTILITY ?� BETWEEN -�i-'— BETWEEN SMALL TREES LINES MUST BE MATURE A LARGE TREES MEDIUM TREESF -in' TAI I OR I FSS bad 15FROM 1 STREET LIGHT 10' FROM 10' FROM 20' FROM OR UTILITY POLE DRIVEWAY HYDRANT INTERSECTION STREET TREES SHAL NOT BE PLANTED: WITHIN 20' FROM THE CORNER OF AN INTERSECTING STREETS WITHIN 35' IN FRONT OF A STOP SIGN WITHIN 10' FROM HYDRANTS WITHIN 15' FROM A UTILITY OR STREET LIGHT POLE WITH IN 10' OF A DRIVEWAY LARGE TREES (>50' TALL AT MATURITY) SHALL BE SPACED NO LESS THAN 30' APART MEDIUM TREES (<35 TALL AT MATURITY) SHALL BE SPACED NO LESS THEN 25' APART SMALL TREES (<30' TALL AT MATURITY) SHALL BE SPACED NO LESS THAN 20' APART ALL PLANTING SPACES MUST BE APPROVED BY THE CITY ARBORIST MINIMUM TREE SPACING DETAIL N.T.S. REVISED DATE CITY OF SARATOGA SPRINGS, NEW YORKDWG N STANDARD CONSTRUCTION DETAIL Tree Spacing L-3 12" MIN. 10 MIL POLY SHEETING FREE OF HOLES TEARS OR OTHER DEFECTS d CONCRETE WASHOUT I�SiGN STONE ENTRANCE z 4' X 4' MIN. SECTION A 3 CONCRETE WASHOUT AREA NOTES: 1.) CONCRETE WASHOUT AREA(S) SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. SURFACE DISCHARGE IS UNACCEPTABLE. 2.) THE LOCATION OF THE CONCRETE WASHOUT SHALL BE APPROVED BY THE ENGINEER. LOCATE THE FACILITIES A MINIMUM OF 50 FEET FROM DRAINAGE SWALES, STORM INLETS, WETLANDS, STREAMS, AND OTHER SURFACE WATERS. 3.) HAY BALES, EARTHEN BERM, SAND BAGS, OR STONE, AS APPROVED BY THE ENGINEER, SHALL BE USED AROUND THE PERIMETER OF THE CONCRETE WASHOUT AREA(S) FOR CONTAINMENT AND TO ANCHOR THE PLASTIC LINER IN PLACE. 4.) SIGNS SHOULD BE PLACED AT CONCRETE WASHOUT AREA(S) TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5.) WASHOUT AREA(S) ARE TO BE INSPECTED DAILY. HARDENED CONCRETE WASTE SHOULD BE REMOVED AND DISPOSED OF WHEN THE WASTE HAS ACCUMULATED TO 75% OF THE STORAGE CAPACITY OF THE STRUCTURE. 6.) DAMAGED OR LEAKING WASHOUT FACILITIES SHALL BE REPAIRED OR REPLACED IMMEDIATELY. PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT AREA(S)_ 24 % SLOPE N.T.S. REVISED DATE APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK We No STANDARD DETAIL CONCRETE WASHOUT AREA sr-18 PLANNING BOARD DATE SYMBOL I 50'MIN. I EXISTING PAVEMENT I 3 S'1 F7 s MIN. EXISTING f FILTER -�� f MOUNTABLE BERM GROUND CLOTH P FI (OPTIONAL} EXISTING GROUND APF'q-d D: PLANNING BOARD 10'MIN. EXISTING PAVEMENT 10'MIN. CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5 1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE N TS BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/010 STANDARD DATEStGbIIIZ2Ci Construction Entrance ST-11 SYMBOL WOVEN WIRE FENCE (MIN. 14 1 /2 GAUGE W/ MAX. 6" MESH 10' MAX. C. TO C. SPACING) 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" .. INTO GROUND. HEIGHT OF FILTER = 16" MIN. 3" MIN. PERSPECTIVE VIEW 36" MIN. FENCE POST ---� WOVEN WIRE FENCE (MIN. 14 1 /2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 20"MIN. FLOW COMPACTED SOIL EMBED FILTER CLOTH 16"MIN. A MIN. OF 6" IN GROUND. 4" I - SECTION VIEW APPROVED: PLANNING BOARD SILT FENCE UNDISTURBED GROUND CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1 /2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BULGES" DEVELOP IN THE SILT FENCE. N.T.S. BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. CITY OF SARATOGA SPRINGS, NEW YORK 1/13/2010 DATE STANDARD DETAIL a i � � u i :10 ,. 1 OF tA TONYA L. YASENCHAK, PE P.E. NO. 085460 Silt Fence WG No ST-13 00 O _t N CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDLO3 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4"-3" DIA. TAPERED POLE .125 WALL THICKNESS 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR 17" DIA. BASE, .750 FLOOR THICKNESS ^�^ FOUR ANCHOR BOLTS AND ONE GROUND STUD (SEE PG. 2 OF 2 FOR FOUNDATION STREET DETAILS) PHOTOCELL 17" DIA. BASE, 12" DIA. BOLT CIRCLE, DIAMOND PATTERN, FOUR 1 /2" x 18" ANCHOR BOLTS ACCESS DOOR CATALOG NUMBER: PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK SEE PAGE 2 OF 2 0 _ N z I o CD 1- F a_ z J z 0 Q w C) j � 0 G a) P4 D -J 4_-1 _J Q Q a z 0 (D Q z I, J �+ - � I, Q o Ock� LJ CD Q z-+ O = E� Q v f— : 0 L � � Q < �4 It z _j 0 Q L z � ( z 0 d C2 Q A. C\2 L1I Cn w trl w to q W a O N Z — L� a SEE PG. 1 OF 2 FOR FIXTURE 1 & POLE DETAILS CD I- Cn o z � � z G } Q W u 3/4" CHAMFER E FINISHED GRADE 4- 2 ZINC PLATED ANCHOR BOLT z U ASSEMBLY PER MANUFACTURER'S L) RECOMMENDATION D = 2" PVC SCHEDULE 40 O NO DIRECT BURIAL LL � 0 I GROUND ROD PER N.E.C. LJJ a 0 U . e 4000 PSI CONCRETE BASE WITH O +' ° SONOTUBE FIBER FORM 20" DIA. UNDISTURBED SUBGRADE -J OR COMPACTED TO 90% STANDARD PROCTOR E- 4 �- 20„ z Q -- J U) � NOTES: Q Li 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) LL] 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. CD Z Q Z THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE >- _ f�--I � 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS 0 Cn REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH -� SYN121212HHO2, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE 0 ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH L1 1 LL_ COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX Ln PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT_ FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR I q BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE Q THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND O PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN Z J BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO — Q TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE �+ OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER C� WASHERS, 2 INCH OD 1 /2 INCH ID AND 1 /8 INCH THICKNESS, AND LOCK WASHERS. Z Z a c2 Q a� ` � w � Li n q W O 0. SEE PAGE 1 OF 2 OWNER/DEVELOPER: KAREN AND JOHN HARVEY 45 BROOKSIDE DRIVE SARATOGA SPRINGS, NEW YORK 12866 PHONE (518) 450-8125 PLANNING BOARD PROJECT N0. 20240727 TITLE: SITE DEVELOPMENT UE!AILS SUBDIVISION OF LANDS OF ENGINEERING MER'CA 01 KAREN AND JOHN HARVEY 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 PH. 518 % 587 - 1340 APPROVED �4NIN AUTHORITY OF A RESOLUTION ADOPTEDed THE PLBOARD OF THE CITY OF SARATOGA SPRINGS DATE SIGNED LOCATION: DATE: CITY OF SARATOGA SPRINGS AUGUST 26, 2024 (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK SCALE: (SEE DETAILS) MAP NO. 2024-06-04 SHEET 4 of 5 SAWCUT LINE - SEE DETAIL SS-6 SEE PAVEMENT SECTION DETAIL SS-5 ORIGINAL ASPHALT 1 "" WEARING COURSE(S) ;� IN PVMT IN TURF PAVEMENT STRUCTURAL BASE COURSE..... (SEE NOTE 3) s" ° 7777 SECTION SUBBASE COURSE t2" ° A.O.B.E. (SEE NOTE 4) z J 3 ORIGINAL SUBBASE COURSE z W : i - OUTSIDE CROWN w _ _ PIPE SPRINGLINE- rriir r�rii o . BOTTOM O.D. I.D. + 3' MAX. NOTES: 1. STREET OPENING PERMIT IS REQUIRED 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1 /2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. PIPE TRENCH SECTION TRENCH WALLS LAID BACK PER OSHA REQ'MTS OR SHEETING A.O.B.E. ME-4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX. 1-1/2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 SIEVE.OR NATIVE MATERIAL, A.O.B.E. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) PIPE ZONE BACKFILL - GRADATION SHALL BE: W "WELL GRADED SAND WITH 3/4" MAX. PARTICLE I SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S. DOT. STANDARD - SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 2) UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2-1/2" SIEVE - PASS 100% BY WEIGHT 1-3/4" SIEVE - PASS 95-100% BY WEIGHT 3/4" SIEVE - PASS 60-75% 1/4" SIEVE - PASS 25-45% #40 SIEVE - PASS 10-25% #100 SIEVE - PASS 3-12% 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE Pipe Trench SS- 6 A EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR TAPPING SADDLE4j CONNECTION EASEMENT LIMIT TO BE APPROVED BY D.P.W. I 45. OR 30• BEND AS REQ'D NEW SEWER MAIN CONSTRUCTION: 2"x 4" x 24" PRESSURE TREATED 45. OR 60- WYE OR TEE/WYE TO BE APPROVED BY D.P.W. SET PLUMB AT END OF LATERAL FLAGGED WITH FLOURESCENT COLORED r SURVEY RIBBON FOR EASY IDENTIFICATION SEWER MAIN - BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY - II 6" MIN. SDR 35 PVC MIN. SCH. 40 PVC CITY PROPERTY PRIVATE PROPERTY SANITARY SEWER SERVICE - PLAN FINISHED GRADE - 45' OR 30• BEND AS REQ'D SANITARY SEWER SERVICE - SECTION N.T.S. 2"x 4"x 24" P.T. STAKE PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG NO 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE Sanitary Sewer Service SA-3 COVERED/PERFORATED VENT OUTLET 4" CLEANOUT PLUG 4-(MIN.) 3-(MIN.) W W W FINAL GRADE IF NO INSIDE CLEANOUT: 4" WITH RISER TO GRADE CONNECTION TO PUBLIC SEWER M 2% (1/4 INCH/FT) (MIN. SLOPE) (SEE DETAIL SA-3) COMBINATION "Y" AND 1 8 BEND APPROVED SLEEVE THROUGH IF A BUILDING TRAP IS REQUIRED: FRESH AIR INLET (3" MIN.) 2'(MAX.)4'(MAX.) (PLUS BACKWATER VALVE) 4" CLEANOUT PLUGS BUILDING DRAIN IF REQUIRED: IF REQUIRED (SEE NOTE): �I - - - 6" BUILDING SEWER(TYP.) 4 4" BUILDING DRAIN(TYP.) NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. BUILDING DRAIN LAYOUT N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG NO PLANNING BOARD DATE STANDARD DETAIL Building Drain SA-7 CURB BOX MUELLER 5'6" f MODEL H-10314 (IN TURF) z MODEL H-10334 (IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1 " SERVICE) 0 I CORPORATION STOP WITH a CURB STOP COMPRESSION FITTING Un MUELLER ORISEAL MODEL H-15209 COMPRESSION MUELLER H-15008 MODEL H-15219 (W/ DRAIN) 3/4" OR 1 " - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1 " SERVICE) TEMPORARY CAP OR PLUG (AS NECESSARY) 3/4" MIN. SIZE TYPE K 45° COPPER PIPE OR SIZE AS REQUIRED WATER MAIN 3/4" OR 1" COPPER TUBING (TYPE K) :..► . ,_ _�:, j°:. -.; SOLID CONC. BEARING BLOCK (SIZE AS REQUIRED) OR C.I. FOOT NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. WATER SERVICE N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Water Service W-2 FINISHED GRADE -i 0 1 I FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) SEE NOTES WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. UTILITY SEPARATIONS.- PARALLEL AND CROSSING N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE U t i l i t y Separations W- 7 FINISHED GRADE 1/4" RADIUS SEE DETAIL SS-5 FOR PAVEMENT AND GRAVEL SUBASE REQUIREMENTS CAST-IN-PLACE/SLIP FORM CONCRETE CURB SEE CONCRETE SPECIFICATIONS DRAWING SS-7 GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD NOTE: EXPANSION JOINTS / /-- /� /� SPACED ALONG CURB 10' O.C. \�\ \Y�� �//��� \\r ��� MAX. 7" PROCTOR TYPE 1 CURB - CAST-IN-PEACE/SLIP FORM CONCRETE AT TURF N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG NO PLANNING BOARD DATE STANDARD DETAIL Type 1 Curb SS-15 CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS, PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FARENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHES TO 3 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER - APPROVED: CITY OF SARATOGA SPRINGS, NEW YORKDWG NO 1/13/2010 STANDARD DETAIL p PLANNING BOARD DATE Concrete Specifications SS-7 NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1: 50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1: 1, CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS-7 o 6" X 6" NO. 6/6 WOVEN WIRE MESH • EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE \\ �\ \\ \\ NYS DOT SECT. 304, TYPE 2 %/% COMPACTED TO 95% STANDARD PROCTOR \/f\\ SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS-7 AS ORDERED BY CITY ENGINEER - 6" X 6" NO. 6/6 WOVEN WIRE MESH • .Q 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: I 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE, 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. j 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG NO 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Concrete Walk Ss-8 * DETECTABLE 6" CURB (TYP) R.O.W. + TEXTURE 5' MIN.- CONCRETE SIDEWALK VARIES WITH WARNING- R.O.W. WIDTH E_J. (TYP..} - 3'-6"MIN. FLUSH 5' MIN. REVEAL VARIES WITH 1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB R.O. W. WIDTH TRANSITION CURB (TYP_) PEDESTRIAN CURB RAMP - TYPE 1 AT STREET CORNER N.T.S. TURF HEAVY BROOM FINISH CONCRETE SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK FLUSH REVEAL *DETECTABLE TEXTURE HEAVY BROOM FINISH (TYP.) * DETECTABLE TEXTURE WARNING WARNING } 6" CURB (TYP) 6" CURB (TYP) :. 3'-6" MIN. VARIES 3'-6" MIN. 5' MIN 3' TRANSITION CURB R 0 W. WITH 5' TRANSITION CURB WDT H PEDESTRIAN CURB RAMP - TYPE 2 PEDESTRIAN CURB RAMP - TYPE 3 AT SIDEWALK N.T.s. AT GRASS STRIP N.T.s. * DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON NYSDOT STANDARD SHEET M608-5R2 SHOWN ON DETAIL SS-11. VERIFY LOCATIONS) & TYPE OF DETECTION WITH CITY ENGINEER. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG NO 1/13/2010 PLANNING BOARD DATE STANDARD DETAILPedestrian Curb Ramps SS-10 N-1 cd " 5''' obb OF Nt TONYA L. YASENCHAK, PE P.E. NO. 085460 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 PH. 518 j 587 - 1340 AP OVED UNEI�AUTHORITY OF A RESOLUTION ADOPTED 1011712 BY E P, _ ING 9B4OA_RD OF THE CITY OF SARATOGA SPRING j CHAT PERSON DATE SIGNED CONCRETE SIDEWALK - TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS (SEE DETAIL SS-8) EXPANSION JOINT (FULL DEPTH OF CONCRETE) TURF .. A II ASPHALT DRIVEWAY '� ,-.,.; ~� � •r' ASPHALT • WARP AREA (BOTH 1-1/2" REVEAL(MAX.) SIDES) -� � GURp' ASPHALT APRON c��Q� w\O�N FR1C ON,RGE EXPANSION - s_ OROQ R��,NP{ 25% OF JOINT ; s` ` _ N W,p�t' RADIUS 5, MPX' STREET 0 �f �.: _- TAPER CURB 6" CONCRETE CURB DROP CURB AT RESIDENTIAL. DRIVEWAY j N.T.S. I APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE Type 1 Driveway (Residential) SS-12 TOP COURSE - NYSDOT I TEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402-19890219F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-6�1-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE - COMPACTED TO 907. STANDARD PROCTOR PARKING LOT 1-1 /2" 2" 8-10" <0.3 MILLION STANDARD 1-112" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 TRUCK 2" * 4" 12" MILLION j LOADING NOTES: * SEE NOTE 2 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. ASPHALT PAVEV EN T N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK D'v ` rev 4 10 2013 STANDARD DETAIL PLANNINGDATE Asphalt Pavement ss-5 OWNER/DEVELOPER: KAREN AND JOHN HARVEY 45 BROOKSIDE DRIVE SARATOGA SPRINGS, NEW YORK 12866 PHONE (518) 450-8125 PLANNING BOARD PROJECT N0. 20240727 TITLE: SITE DEVELOPMENT DETAILS SUBDIVISION OF LANDS OF KAREN AND JOHN HARVEY LOCATION: DATE: CITY OF SARATOGA SPRINGS AUGUST 26, 2024 (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK SCALE: (SEE DETAILS) MAP NO. 2024-06-04 SHEET 5 of 5