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Home My WebLink About20240932 16 Marion Final Subdivision Plans As-Approved 08.12.2026ZONING INFORMATION: ZONING DISTRICT: UR-2 MINIMUM LOT SIZE: 6,600 SQ. FT. MINIMUM LOT WIDTH: 60 FT. MAXIMUM BUILDING COVERAGE: 40% MAXIMUM IMPERVIOUS SURFACE COVERAGE: 70% MAXIMUM BUILDING HEIGHT: 40 FT. MAXIMUM FIRST FLOOR ELEVATION WHEN PRINCIPAL BUILDING WITHIN 20' OF SIDE LOT LINES 4 FT. MINIMUM SETBACKS: FRONT: 10 FT. ONE SIDE: 8 FT. TOTAL SIDE: 20 FT. MIN. CORNER SIDE: 10 FT. REAR: 25 FT. AVENUE WIDTHGOF PAVEMENT 5022f FT. O�RHEpO BTU / A unUw POLE MAP REFERENCE: 1.) MAP ENTITLED "MAP OF MAPLEDALE PROPERTY OF WM. H. GAILOR", DATED 1903, MADE BY J.S. MOTT & SON AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON CARD 2 IN POCKET 4, FOLDER 2. 2.) HIGHWAY APPROPRIATION MAP FOR THE NORTH -SOUTH ARTERIAL HIGHWAY, DATED SEPT. 7, 1966, BEING MAP NO. 86, PARCEL 103 AND 104 AND FILED WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. DEED REFERENCE: 1.) DEED DATED OCTOBER 11, 2000 FROM PHOEBE T. GROFF, EXECUTRIX OF THE LAST WILL AND TESTAMENT OF HOWARD H. GROFF, SR. TO ALLEN P. TANNER AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK 1564 OF DEEDS AT PAGE 267. Lu z ui m � v i z z i o � U CERTIFICATION: SITE P AVENUE A 2 a J J W O J a a rn 0 (/I N.Y.S. ROUTE 50 N. y. & U.S. ROUTE 9 S ROUE 50 SITE LOCATION MAP �iY�)t�l►`Z�� 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.) THE CROSSHATCHED AREA REPRESENTS A PERMANENT 10 FT. WIDE EASEMENT FOR THE PURPOSE OF CONSTRUCTING SLOPES AND APPURTENANCES FOR THE HIGHWAY AS SHOWN ON, AND DESCRIBED IN, MAP, REF. NO. 2. UTILITY 4.) UTILITY LOCATION TO BE VERIFIED. POLE DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED—B*-THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. APP ED DER AUTHORITY OF A RESOLUTION ADOPTED 3 TH PL OARD OF THE CITY OF SARATOGA SPRINGS. — CHAIRPERSON DATE SIGNED I �� Y DANIEL C. WHEELER, LS u_l_sb%_1_Lz_x TES-9 LLC PROFESSIONAL LAND SURVEYING 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 OWNER/DEVELOPER: ALLEN TANNER 26 VAN SLYKE AVE. SCOTIA, NY 12302 PHONE (518) 526-5167 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. 20240932 TITLE: EXISTING CONDITIONS SUBDIVISION OF LANDS OF ALLEN P. TANNER LOCATION: CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 10 FEET DATE: OCTOBER 8, 2024 MAP N 0.2024-08-04 SHEET 1 LANDS NOW OR FORMERLY OF f/ r LOT �5 TRICITY ASSOCIATES, LLC V (MAP REF. NO. 1) DEED NO. 2019015411 i r fry FOUND CAPPED ,rl�� f f' IRON ROD (0.4' FROM CORNER) S85'53'38"E I 150.00 I I 54.87' -H95.13' . PROPANE I N ROOF LINE I r---------------- TANK °D I K ti o _ GARAGE CONC. I STEP SHED I THIS PORTION OF HOUSE / i'. TO REMAIN I I I I w I I` r / L_ _ _ I I I ,mod 3.6'± � .f- - - - - - - - O I 2nd FLOOR LANDS NOW OR FORMERLY OF JOHN A. IACOPONI AND RENEE J. TALIANA DEED NO. 2017005118 LOT 1B (MAP REF. NO. 1) MACADAM DRIVEWAY FOUND CAPPED IRON ROD zt M ELEC. I OVERHANG SHEED TO BE Z METER I I rr REMOVED -H I I CONC. r f STEP I ! rf N j� ,N I TWO STORY 8.1'± _ I r--------------- 46.8'± I I I ,r O LOT 16 41 `t I I r I � (MAP REF. NO. 1) LOT I � REMAINS O I FOUNDATION AREA = 6,970± SO. FT. N81' 12'3.3 W i I I f I 25.24' I I 04 OLD LOT LINE (MAP REF. NO. 1) I I I I I,, m 4 I T._1..............................................•-.........--•--................. m ............................... 11.0'± I i �-I .. ------------------------------ I 1..f ..... I CON -- LOT 2 ►'. I STE I REMAINS I OF OLD AREA = 7,609± SQ. FT. I FOUNDATION LOT 17 i I I - --- I I DRIVEWAY I so (MAP REF. NO. 1) °*' I I jr jf O I --- % IMETERSC m f r r p LAJ I I I iv _ ` -----J 10 FT. WIDE cV PERMANENT I f✓, f ONE STORY I EXISTING I ID ^ EASEMENT MACADAM ( TWO FAMILY HOUSE I �, (SEE NOTE NO. 3) ✓� ° DRIVEWAY I I Z ` z I I. a I O C)a I I a � fI III PROPOSED O o w DRIVEWAY WZ zI W J W oI 0w I W I (2) ELEC. I METERS I I p HIGHWAY APPROPRIATION LINE 10.4'± �L - _ CONC. I �� (PER MAP REF. N0. 2) PORCH ------------- CONC. -J .O ROOF LINE (TYP.) - 80.00' 41.00' 785'53'38"W RIGHT OF WAY LINE 121.00' MACADAM 'O DRIVEWAY AVENUE -SS sS S ss S S S S S�s-ems ZONING INFORMATION: ZONING DISTRICT. UR-2 MINIMUM LOT SIZE: 6,600 SQ. FT. MINIMUM LOT WIDTH: 60 FT. MAXIMUM BUILDING COVERAGE: 40% MAXIMUM IMPERVIOUS SURFACE COVERAGE: 70% MAXIMUM BUILDING HEIGHT: 40 FT. MAXIMUM FIRST FLOOR ELEVATION WHEN PRINCIPAL BUILDING WITHIN 20' OF SIDE LOT LINES 4 FT. MINIMUM SETBACKS: FRONT: 10 FT. ONE SIDE: 8 FT. TOTAL SIDE: 20 FT. MIN. CORNER SIDE: 10 FT. REAR: 25 FT. EDGE OF PAVEMENT UTILITY POLE RIGHT OF WAY = 50 FT. WIDTH OF PAVEMENT = 22± FT. APPROXIMATE LOCATION OF UTILITY SERVICES (SEE NOTE NO. 4) VARIANCES GRANTED: ON JUNE 10, 2024 THE SARATOGA SPRINGS ZONING BOARD OF APPEALS GRANTED THE FOLLOWING VARIANCES FOR THIS PROPERTY. DIMENSIONAL REQUIREMENTS FROM (LOT 1) FRONT SETBACK 10 FT. (LOT 2) REAR SETBACK 25 FT. PROPOSED A RELIEF REQUESTED 3.7 FT. 6.3 FT. (63.0%) 3.7 FT. 21.3 FT. (85.2%) WV WATER VALVE W z ui Q z O cc WATER VALVE 0• WV WATER VALVE PARCEL INFORMATION: OWNER: ALLEN P. TANNER 26 VAN SLYKE AVENUE SCOTIA, NEW YORK 12303 TAX MAP PARCEL NO. 153.17-1-8 TOTAL AREA: THE TOTAL AREA OF THIS SUBDIVISION IS 14,579f SQ. FT. m Ir U U 0 U UTILITY POLE %& NE < C . wHFF v' o� 50131 c}✓2� �p LANO� DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 CERTIFICATION: THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED-B'Y'THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. UN THORITY OF A RESOLUTION ADOPTED 3 -z� -OF-.-TktE CITY OF SARATOGA SPRINGS. / /1 " CHAIRPERSON DATE SIGNED S ) 11 2 - 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. 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.) THE CROSSHATCHED AREA REPRESENTS A PERMANENT 10 FT. WIDE EASEMENT FOR THE PURPOSE OF CONSTRUCTING SLOPES AND APPURTENANCES FOR THE HIGHWAY AS SHOWN ON, AND DESCRIBED IN, MAP, REF. NO. 2. 4.) UTILITY LOCATION TO BE VERIFIED. MAP REFERENCE: 1.) MAP ENTITLED "MAP OF MAPLEDALE PROPERTY OF WM. H. GAILOR", DATED 1903, MADE BY J.S. MOTT & SON AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON CARD 2 IN POCKET 4, FOLDER 2. 2.) HIGHWAY APPROPRIATION MAP FOR THE NORTH -SOUTH ARTERIAL HIGHWAY, DATED SEPT. 7, 1966, BEING MAP NO. 86, PARCEL 103 AND 104 AND FILED WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. DEED REFERENCE: 1.) DEED DATED OCTOBER 11, 2000 FROM PHOEBE T. GROFF, EXECUTRIX OF THE LAST WILL AND TESTAMENT OF HOWARD H. GROFF, SR. TO ALLEN P. TANNER AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK 1564 OF DEEDS AT PAGE 267. Y DANIEL C. WHEELER, LS CIATES LLC PROFESSIONAL LAND SURVEYING 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 OWNER/DEVELOPER: ALLEN TANNER 26 VAN SLYKE AVE. SCOTIA, NY 12302 PHONE (518) 526-5167 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 N0. 20240932 TITLE: SUBDIVISION PLAN SUBDIVISION OF LANDS OF ALLEN P. TANNER LOCATION: CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 10 FEET DATE: OCTOBER 8, 2024 MAP NO.2024-08-04 SHEET 2 LANDS NOW OR FORMERLY OF TRICITY ASSOCIATES, LLC ZaIr45- I (MAP REF. NO. 1) DEED N0.2019015411 I I Ii� FOUND CAPPED r IRON ROD I (0.4' FROM CORNER) S85.53'38"E 150.00' 54.87' 95.1 3' -I ROOF LINE PRO ( (----------------------------- TANK I m I I CONC. GARAGE I I STEP I I I I SHED i ' I I I THIS PORTION OF HOUSE I TO REMAIN I La I I L- 00 0 oN 3.61± CRUSHED STONE ( 2nd FLOOR - - - - - - o �} rn DRIVEWAY I r� ELEC. OVERHANG TO BE REMOVED SHEED TO BE Z i GRADED & SEEDED I METER GONG. I w REMOVED STEP aN i I LANDS NOW OR FORMERLY OF JOHN A. IACOPONI AND RENEE J. TALIANA DEED NO. 2017005118 LOT 18 (MAP REF. NO. 1) MACADAM DRIVEWAY 8.1'± - - ENCLOSED LANDING REMOVED o ZOl 16 Oo N (MAP REF. N0. 1) o LOT 1 STAIRS TO S C ND FLOOR REMOVED EXISTING TREE REMAINS I I i AREA = 6,970± SQ. FT. 81 12 33 "W H�JUhSE I } I 3: SILT SILT FENCE 25 4' LU FENCE w 0 U Z -O F CONC. I cJ `N D N PA - _ OLD LOT LINE (MAP REF. NO. 1) _ ± EXISTING 11.0', ------------------------------ I CON I TREE REMAIN '± OT 2 I I I STE AR = 7,609± SQ. FT. SILT FENCE I I STO PORTION OF USE BED OLI ED I I (MAP REF. N0. 1) I +i I 10F7. WIDE I — — — I(2) LEC. — I PERMANENT METERS. SILT FENCE I (SEE NOTE NO. 3) w CONCRETE APRON I EXISTING cV - TR E REMAINS EXISTING I r ONE STORY EXISTING I TWO FAMILY HOUSE I In LONCRE� MACADAM - DRIVEWAY I I Z WAS NEC r�r1 w I NEW 2 CAR NEW d > I DRIVEWAY SITE TREE ROPOSE \� o I +1 NEW 12' x 36' 0 0 w I o. 12.0'± _ ASPHALT Z Z z I I FSILT ENCE w O O J � o I I 10'± to +I EXISTING TREES REMAIN oDfI I w I II METER C SILTMFENCE �\ / �� Q O G HIGHWAY ARPRONORIA2)N LINE (PERMAP CONC_NEW _ FOUND 10.4'± - - - - PORCH PORCH SITE TREE CAPPED MODIFIED LANDSCAPE ROOF LINE (TYP.) - - IRON ROD ASPHALT DRIVEWAY AREA N85.53'38"W 80.00 (n G NEW 5 0 CONCRETE. s NEW 5-0 CONCRETE _ F-�F•� ` NEW 5' 0 CONC TE NEW °5'-0 CONCRETE 'SIDEWALK r µ . NEW Q SIDEWALK n WALK G SIDE SIDEWALK to STREET NEW 4' 0"± GRASS MEDIAN a NEW 4'm0"± GRA S MEDIAN LIGHT L GO MODIFIED 10' 0 MODIFIED 10'-0 ASPHALT DRIVEWAY - yy .LP CONCRETE CURB ASPHALT DRIVEWAY NEW C.I.P. CONCRETE CURB EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT NEW CONCRETE NEW NEW NEW n NEW CONCRETE NEW CONCRETE CURBS EACH STRE T TREE STR T TREE STREET C.I.P CURBS EACH CONSTRUCTION ENTRANCE PEDE TRIAN CURB RAMP SIDE OF DRIVEWAY (RED MAPLE) (RED MAPLE) LIGHT SIDE OF DRIVEWAY TO BECOME NEW ASPHALT PAVED DRIVEWAY APPROXIMATE LOCATION / n OF UTILITY SERVICES (SEE NOTE NO. 4) A VENUE WIDTH OF WAY = 50 FT. eNERNEP� DTH OF PAVEMENT = 22± FT. (n A SS SS SS SJ SS SS SS SJ SS SJ SS SS— -SS SS SS I SS SS SJ SSA- _SS — SS _-S-S--_SS SS SS SJ S.S SS SS SS SS— UTILITY POLE DO Ih 0 zt O N M U U O U UJ z Ud UTILITY POLE / WV W nv W—K WATER VALVE WATER VALVE WV WATER VALVE ITE DEVELOPMENT PLAN BY: NGiNEERiNG AmERicA CO. 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 PH. 518 / 587 — 1340 !'1 i; s Clz�, A, '0?0, , IF NE • fie` •��i�•'r#q-' \�� v. YV CIO ob •`#LAND S� OF TONYA L. YASENCHAK DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 NYS P.E. LICENSE #085460 PROVE UN R AUTHORITY OF A RESOLUTION ADOPTED 3 AN ARID OF THE CITY OF SARATOGA SPRINGS. j CHAIRPERSON DATE SIGNED I' 12I� • I,L I CITY OF SARATOGA SPRINGS \, CHUCK MAPSHALL, Chan -A PLANNING BOARD MARK PINGEL. Mce Chan A 0 KERRY MAYO City Hall - 474 Broadway wILLIAM MCTYGUE Saratoga Springs, New York 12866 MICHAEL KING Tel: 518-587-3550 fax: 51 &580-9480 fO NY SFELRRA TE O - www.sarazoga-springs.org ALEX WHITE, A!&m e NOTICE OF DECISION IN THE MATTER OF THE SUBDIVISION APPLICATION NO. 20240932 OF ALLEN TANNER 16 MARION AvE. SARATOGA SPRINGS, NY 12866 Involving the premises with Tax Parcel ID# 153.17-1-8. in the City of Saratoga Springs, on an application for final plat review of a proposed two -lot subdivision within the Urban Residential - 2 (UR-2) District with the Planning Board who met on January 16, 2025 and made the following decision(s): In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA short Environmental Assessment Form Parts I and II, made a motion to issue a Negative SEQRA Declaration on January 16, 2025; 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 - passed 6-0 (Marshall, Pingel, Mayo, McTygue, King, White): 0 Approve final subdivision plat (dated 10/08/2024) with the following conditions: I . Add two street trees on lot 2 to the west of the east along Marion Ave. 2. Final plans shall address all of the technical review comments to the satisfaction of the City Engineers Office/DPW. 3. Design Review Board approval of the demolition of the one-story portion of the existing residence shall be obtained followed by removal of that portion of the structure prior to signing by the Chair of the final plat 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 one (1) mylar and two (2) paper copies of the final approved subdivision plat for sigreture 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. CJyeti t January 31, 2025 Date filed with Accounts Dept. Chair cc: Building Dept„ Accounts Dept., ApplicantlAgent, File Da 1 CITY OF SARATOGA SPRINGS f MARK PINGEL, Chair t PLANNING BOARD JOSEPH FERRANTE, Vice Chair KERRY MAYO 3 City Hall -474 Broadway WILLIAM MCTYGUE Saratoga Springs, New York 12866 MICHAEL KING Tel: 518-587-3550 TONY STELLATO ,•�"n�an;ro +^1^—'aratoga-springs.org ALEX WHITE NOTICE OF DECISION IN THE MATTER OF THE APPUCATION #20260067 OF ALLEN TANNER 16 MARION AVE./AVE. A SARATOGA SPRINGS, NY 12866 Involving the premises at 16 Marion Ave./Ave. A, with Tax Parcel ID# 153.17 1 8, in the City of Saratoga Springs, on an application for approval extension of a previously approved two -lot subdivision in the Urban Residential - 2 (UR-2) District; and, With the Planning Board who met on the application on February 5, 2026; and, 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 February 5, 2026 - passed 6-0 (Pingel, Ferrante, McTygue, King, Stellato, White); 0 Approve 180-day extension (from January 31, 2026) with the following conditions: 1. Modify the curb reveal to 0" for the new concrete curbs each side of driveway to lot 1, subject to DPW approval. 2. All other conditions from the original subdivision approval (dated January 31, 2025) remain in effect. 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 one (1) 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 on July 31, 2026 unless all requirements stated in such resolution have been certified and completed per Article 14 of the UDO. 'R If -. March 9. 2026 V Date Chair URVEY BY: EY DANIEL C. WHEELER, LS S CIA TES, LLC PROFESSIONAL LAND SURVEYING 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 PARCEL INFORMATION: OWNER/DEVELOPER: TAX MAP PARCEL NO. ALLEN TANNER 153.17-1-8 26 VAN SLYKE AVE. TOTAL AREA: SCOTIA, NY 12302 THE TOTAL AREA OF THIS SUBDIVISION IS 14,579± SQ. FT. 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 N0. 20240932 TITLE: SUBDIVISION — SITE DEVELOPMENT PLAN SUBDIVISION OF LANDS OF ALLEN P. TANNER LOCATION: CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 10 FEET DATE: JUNE 8, 2026 MAP NO. 2024-06-04 SHEET 3 HAY BALES OR (SEE NOTE ` SAND BAG—\ 12" MIN. 10 MIL POLY SHEETING FREE OF HOLES TEARS OR OTHER DEFECTS ' AMENDED TOPSOIL MIXTURE SHALL BE IN THE FOLLOWING RATIOS BY VOLUME 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) WRAP: WATERPROOF TREE WRAP APPLY IN 4" WIDE STRIPS MULCH -3" MIN. SAUCER FINISHED GRADE AMENDED TOPSOIL MIXTURE* UNDISTURBED SUBGRADE N 12" PIT= BALL DIA. + 24" TREE PLANTING DETAIL NOTES: MAJOR TREES (STREET AND SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR TRUNK DIA. COMMON NAME SPACING TOTAL QUANTITY HOSE WIRE No. 10 GAUGE STAKES 2"-2 1/2" DIA. OR SO. 8' LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES- 2" CAL. & UNDER N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL Tree Planting L-1 I AT LEAST 30' AT LEAST 25' I I TREES UNDER SINGLE OR BETWEEN BETWEEN -�{�— 20' BETWEEN TRIPLE PHASE UTILITY LARGE TREES MEDIUM TREES SMALL TREES LINES MUST BE MATURE AT 30' TALL OR LESS I1 3 a � 11 5' FROM 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 No DETAIL CONSTRUCTION Tree Spacing L-3 CONCRETE WASHOUT d1--l—SIGN STONE ENTRANCE Z 4' X 4' MIN, SECTION A 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). 2% SLOPE N.T.S. REVISED DATE APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL CONCRETE WASHOUT AREA ST-i 8 EXISTING GROUND EXISTING GROUND 1► 11 �G I 50'MIN. t EXISTING PAVEMENT 3' S1 6-MIN. FILTER Z MOUNTABLE BERM CLOTH PROFILE (OPTIONAL) 1O'MIN. EXISTING PAVEMENT 110. 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. nLTER 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 NTS BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. APFqk4�%D: (CITY OF SARATOGA SPRINGS, NEW YORK IDWG No PLANNING BOARD 1/STANDARD DATE StC7bIIIZeCI Construction Entrance sr-11 SYMBOL WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE 10' MAX. C. TO C. W/ MAX' 6" MESH I SPACING) 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. HEIGHT OF FILTER 16" MIN. y y y y 'k 8" MIN. y y y y y y y y PERSPECTNE VIEW 36" MIN. FENCE POST —� WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 20"MIN. FLOW UNDISTURBED GROUND COMPACTED SOIL EMBED FILTER CLOTH 16"MIN. A MIN. OF 6" IN GROUND. 4 SECTION VIEW 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. SILT FENCE N.T.S. BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL Silt Fence ST--13 T. OF tAt\ TONYA L. YASENCHAK, PE P.E. N0. 085460 ENGINEERING AmERicA CO 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 PH. 518 / 587 — 1340 PPR UN ER AUTHORITY OF A RESOLUTION ADOPTED 2b Y qE LA ARD OF THE CITY OF SARATOGA SPRINGS. i CHAIRPERSON DATE SIGNED 1 l Lb CAST ALUMINUM FINIAL AND 0 N Z ROOF SAME FINISH AS POLE o CD � J- 4ARC22T5-MDLO3 LED: 64 WATT (n p 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT Z DIMMABLE DRIVER Ili ACRYLIC ACORN LENS O J 5T TWIST LOCK FITTER 0 • DRIVER COMPARTMENT F ELECTRONIC PHOTOCELL Q w U (STREET SIDE) 0 �-� - z `2 O Z N P4 D w a o O Q O J C:) Of E- _ 00 CD 4"-3" DIA. TAPERED POLE Z O 1 I .125 WALL THICKNESS Q - 4- d N 6063-T6 STRUCTURAL J _ (n GRADE ALUMINUMLjj POLE WELDED FOR SINGLE Q U Q p > UNIT CONSTRUCTION 0 p LiJ Q z ,_o O >- z O W L` BLACK FINISH 7 A ACCESS DOOR Q d z J — Q 17" DIA. BASE, .750 FLOOR THICKNESS LiJ p 0 ANCHOR BOLTS AND ONE GROUND Z STUD (SEE PG. 2 OF 2 FOR FOUNDATION Z STREET DETAILS) Q Z \ PHOTOCELL p d 17" DIA. BASE, 12" DIA. BOLT C,2 CIRCLE, DIAMOND PATTERN, FOUR Q � P. \ 1/2" x 18" ANCHOR BOLTS � > W A W 07 W ACCESS DOOR CATALOG NUMBER: PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK G, SEE PAGE 2 OF 2 d O N SEE PG. 1 OF 2 FOR FIXTURE Z i 0 & POLE DETAILS CD I- N J C) a z x p LJ I a 4+ i 3/4" CHAMFER Q W U FINISHED GRADE 1 ZINC PLATED ANCHOR BOLT Z (!) ASSEMBLY PER MANUFACTURER'S N RECOMMENDATION 0 � z O '� 2" PVC SCHEDULE 40 N NO DIRECT BURIAL LL_ r--+ 4- o ::3 GROUND ROD PER N.E.C. O W a o 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FORM 20" DIA. C Z +� C 0- C) 0 UNDISTURBED SUBGRADE J OR COMPACTED TO 90% Q 0 STANDARD PROCTOR C:) E-+ 20„ z o Q,' Q) Q z +� ¢ J � NOTES: Q a 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN 0 AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) L 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. W Cl) Q �_ THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. Z > p O z 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE ~ 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS C0 REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND J 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 OW ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH W COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR A BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE Q :E R'+ THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND d 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 — 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 p WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. Z p —j o Z CQ 0 Q a � LLJ cn ►n —I W >, Ga W cn q O a SEE PAGE 1 OF 2 a d OWNER/DEVELOPER: ALLEN P. TANNER 26 VAN SLYKE AVENUE SCOTIA, NY 12303 PLANNING BOARD PROJECT NO. 20240932 TITLE: SITE DEVELOPMENT DETAILS SUBDIVISION OF LANDS OF ALLEN P. TANNER LOCATION: CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK SCALE: (SEE DETAILS) DATE: JUNE 8, 2026 MAP NO. 2023-06-04 SHEET 4 of 5 4" CLEANOUT PLUG 3-(MIN.) FINAL GRADE T- IF NO INSIDE CLEANOUT: IT 4 WITH RISER TO GRADE ll C NN CTI N TO PUBLIC SEWER M2% (1/4 INCH/FT) (MIN. SLOPE) _ (SEE DETAIL SA-3) ( /� APPROVED SLEEVE THROUGH IF A BUILDING TRAP IS REQUIRED: FRESH AIR INLET (3" MIN.) 4'(MAX.) (PLUS BACKWATER VALVE) 4" CLEANOUT PLUG(S) UBUILDING DRAIN IF REQUIRED: IF REQUIRED (SEE NOTE): APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP, WITH CLEANOUT OR RUNNING TRAP � 5' 3 of FOOTING 1Y 6" BUILDING SEWER(TYP.) In 10 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: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Building Drain SA-7 SAWCUT LINE - SEE DETAIL SS-6 SEE PAVEMENT SECTION DETAIL SS-5 rL ORIGINAL ASPHALT 12" WEARING COURSE(S) IN PVMT IN TURF PAVEMENT STRUCTURAL BASE COURSE (SEE NOTE 3) 0 SECTION SUBBASE COURSE )J2 A.O.B.E. (SEE NOTE 4) z ORIGINAL SUBBASE COURSE W OUTSIDE CROWN PIPE SPRINGLINE 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. 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 rc SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) w 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-6A EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR TAPPING SADDLE CONNECTION EASEMENT LIMIT TO BE APPROVED BY D.P.W. 45' OR 30' BEND AS REQ'D NEW SEWER MAIN CONSTRUCTION: 45' OR 60• WYE OR TEE/WYE 2'x 4" x 24" PRESSURE TREATED TO BE APPROVED BY D.P.W. SET PLUMB AT END OF LATERAL FLAGGED WITH FLOURESCENT COLORED SURVEY RIBBON FOR EASY IDENTIFICATION SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY - 6" MIN. SDR 35 PVC MIN. SCH. 40 PVC CITY PROPERTY< PRIVATE PROPERTY SANITARY SEWER SERVICE - PLAN N.T.S. 3"f FINISHED GRADE REVEAL rr z SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% MAX. 45' OR 30' BEND E 2"x 4'z 24' P.T. STAKE AS REQ'D o x PIPE BEDDING AS REQ'D a UNDISTURBED SUB -GRADE SANITARY SEWER SERVICE - SECTION NOTES: N.T.S. 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 PLANNING BOARD DATE STANDARD DETAILSanitary Sewer Service SA-3 FINISHED GRADE FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) m WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES 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 PLANNING BOARD DATE STANDARD DETAIL Utility Separations W- 7 2o't TEMPORARY PAVEMENT AREA TO BE REPLACED WHEN ROAD EDGE FOR FUTURE SURFACE IS EXTENDED SAWCUT �NAR.AL TAPER -- WEARING COURSE BINDER COURSE 'I ; 0'4$-::�'ODo:g. GRAVEL BASE COURSE / SUB -BASE /\\� A BITUMINOUS PAVEMENT TERMINATION EXIST. PAVEMENT NEW CONSTRUCTION SAWSCUT DEPTH OF PAVEM TACK COAT ALL SURFACES TO PAVING SEE PIPE TRENCH DETAIL SS-6A PAVEMENT SAWCUT N.T.S. _EXISTING GROUND N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG N 1/13/2010 Pavement Termination PLANNING BOARD DATE STANDARD DETAIL and Sa W CU t SS-6 FINISHED GRADE :� � ■unuuuuuunuuu. H�INNER I NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. 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 PROCTOR TYPE 1 CURB - CAST-IN-PLACE/SLIP FORM CONCRETE AT TURF N.T.S. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG N 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. 2. 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). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. APPROVED: 1/13/2010CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD DATE STANDARD DETAIL Concrete Specifications SS-7 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 ASPHALT DRIVEWAY ASPHALT WARP AREA (BOTH 1-1/2 REVEAL(MAX.) SIDES) OF GURB 10 •\ PGE `� EXPANSION /- ASPHALT APRON -f DROP RAP\pS� OF FROM JOINT "RADIUS - 5,1 MPX /- STREET �- TAPER CURB 6" CONCRETE CURB DROP CURB AT RESIDENTIAL DRIVEWAY N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE Type 1 Driveway (Residential) SS-12 ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED GENERAL NOTES 1. NEW CONCRETE PER CONSTRUCTION: Elam PREFORMED02.EFIEID WARNING U DEVICESSLAL SHALL TE T N THE CONCRETE PER NYSDOT ITEM INC.OF DRCESYm/PRECASi UNITS SHALL BE PROVED BY AS MANUFACTURED BY MEXCON NC. OF WORCESIER, NY OR SWRLAR PRODUCT APPROVED BY NYSDOT. 1 2 WERE TEXTURE WARNING DEMO MUST BE RETROFIT, PREFORMED OENCES SHALL BE - o THE DETAILS PER PROVIDED DOT ITEM 60&O1. 1 THE THE PROVIDED ARE Nor ORANN ro SCALE. TIE QUANt1TY 61 DOMES DEPICTED ON THE DETECTABLE WARNOIG FIELD (iFE DOMES AND TIE ENIIE 610 mm lLl£L SURFACE) IS FOR ILLUSTRATION ONLY. I EAxowc \\\ 4. THE SZE OF THE DETECTABLE WARNING FIELD SHALL BE 610 - IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FTAL WIDTH of THE CURB RAP OR FLUSH SURFACE. EXCLUSIVE OF SIDE FLARES. _. RAMPS.__... - �;c (�P, 5. LOCATION of DELECTABLE WAiNINIS. DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FEUI NEAREST TO THE ROADWAY OR STREET SURFACE IS 150 mm TO 225 mm (305 WERE TRAVERSABLE CURB IS USED) FROM THE EDGE OF THE ROADWAY , OR FROM THE FRONT OF THE DROPPED NFERE A DROPPED CURB TINUES ACROSS THE BOTrOM OF THE SIDEWALK CURB RAP. 6. DOME AIGNMFNT. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DRECDON OF TRAVEL. ELEVATED CRp551gG 7. COLOR REQUIREMENTS. THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR OTHER ADJACENT WALKWAY SURFACES WHETS THERE IS NO CUR DISABILIRESAC GHT-ON WIELINEOR B (RK-Oa-UGHT �iT�� IN THE AMERICANS DETECTABLE WARNINGS AT MEDIAN ISLANDS VATH& ONIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 610 MM OF SPACE BETWEEN THE DETECTABLE WARNING FIELDS Hvu ary oa MIY laIE fOM STREET \\ . _ \ -_ xx - f5x 6" aAs<."IAYCR �c SEE NOTE 5 _-1 } �cv SIX WE 5 (TIP) DOZE' _SECTION I a OKI �y NON -ELEVATED CROSSING � E �1laa:(lrrg _ r u 600060000o, 0 0000 00 0 00 000000000�=�= e& 90EWALK RAMP 0 0 0 0 0 O 0 O O 0 1' OM SPAM DETECTABLE WARNINGS AT FLUSH SURFACES (BLENDED TRANSITIONS) DETECTABLE WARNING AT ISLANDS DETECTABLE WARNING AT CURB RAMP ADJACENT TO CURB RAMP DETECTABLE TEXTURE WARNING DETAILS N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1/13/2010 STANDARD DETAIL PLANNING BOARD DATE DETECTABLE TEXTURE WARNING DETAILS SS-11 (BASED ON NYSDOT STANDARD SHEET M608-5R2) N a _N sv Ij AS, r s • Iy, - N W w • A �T ,X -� OF 'IONYA L. YASENCHAK, PE P.E. NO. 085460 O M,J 0 F 0 . < 0 = of Lu d 00- w � U) o U) < TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. 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 1-1/2" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 TRUCK 2" * 4" 12 MILLION 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 PAVEMENT N.T.S. APPROVED: CITY OF SARATOGA SPRINGS, NEW YORKDWG No 4/10/2013 PLANNING BOARD DATE STANDARD DETAIL Asphalt Pavement ss- 5 * DETECTABLE 6" CURB (TYP) - E WARNING 5' MIN.- CONCRETE SIDEWALK WARNIN E.J. FLUSH REVEAL -R.O.W. + -VARIES WITH R.O.W. WIDTH 3 -6"MIN. 5' MIN. 1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB R.O.W. vW p� TRANSITION CURB (TYP.) PEDESTRIAN CURB RAMP - TYPE 1 AT STREET CORNER N.T.S. TURF CONCRETE SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK HEAVY BROOM FINISH FLUSH REVEAL *DETECTABLE TEXTURE HEAVY BROOM FINISH (TYP.) *DETECTABLE TEXTURE WARNING 6" CURB (TYP) WARNING 6" CURB (TYP) S-6" MIN. VARIES _�'�SITIO3'-6MIN. 3' TRANSITION CURB R,0 WDTH 5' TRANSITION CURB N Ty 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 LOCATION(S) & 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-1 o OWNER/DEVELOPER: ALLEN P. TANNER 26 VAN SLYKE AVENUE SCOTIA, NY 12303 PLANNING BOARD PROJECT N0. 20240932 TITLE: SITE DEVELOPMENT DETAILS SUBDIVISION OF LANDS OF ENGINEERING AmERicA CO ALLEN P TANNER 76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866 PH. 518 / 587 - 1340 PRO UN D R AUTHORITY OF A RESOLUTION ADOPTED AN RD OF THE CITY OF SARATOGA SPRINGS. If CHAIRPERSON DATE SIGNED . LOCATION: CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) SARATOGA COUNTY, NEW YORK SCALE: (SEE DETAILS) DATE: JUNE 8, 2026 MAP NO. 2024-06-04 SHEET 5 of 5