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HomeMy WebLinkAbout20210588 Van Dorn & Seward Final Subdivision Supplemental Information VAN DORN & SEWARD STEET SUBDIVISION CITY OF SARATOGA SPRINGS * SARATOGA COUNTY * NEW YORK GENERAL CONSTRUCTION NOTES 1. ENGINEERING DRAWINGS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. ENTITLED "MAP OF LANDS OF TOP DOG ENTERPRISES LLC SITUATE OF 46 SEWARD ST. & 61 VAN DORN ST. CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY." 2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR URBAN EROSION AND SEDIMENT CONTROL. 3. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS. 4. SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO VERIFICATION BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. r V` a , 5. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE N.Y. (1-800-962-7962) FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION. , 6. ALL KNOWN UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SITE HAVE BEEN SHOWN ON THE PLANS. WHAUswaRosAL Sheet List Table 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE EXISTING UTILITIES. 8. ALL UTILITIES DAMAGED OR DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE REPLACED IN KIND BY THE CONTRACTOR. r' SHEET NUMBER SHEET DESIGNATION SHEET DESCRIPTION SITE L :JCATION i. 1 COV-1 COVER SHEET 9. CONTRACTOR SHALL OBTAIN THE REQUIRED PERMITS FOR WORK WITHIN PUBLIC RIGHTS-OF-WAY AS REQUIRED BY THE MUNICIPALITY AND 2 Si EXISTING CONDITIONS SURVEY ALL PERMITS REQUIRED FOR UTILITY WORK ON-SITE FROM THE CITY. 3 S2 SUBDIVISION PLAN 10. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK ON-SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3� 4 ED-1 EXISTING CONDITIONS & DEMO PLAN 1- s t' 5 LMG-1 LAYOUT, MATERIALS & GRADING PLAN c.)Li 1 1. THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE OF, OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN 6 ESC-1 EROSION & SEDIMENT CONTROL PLAN }r o ENGINEER, THE OWNER AND THE MUNICIPALITY. z o ''..:^'. 7 DT-1 EROSION & SEDIMENT CONTROL DETAILS �,Q= 12. ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS OR AS ORDERED BY ENGINEER. 8 DT-2 SANITARY SEWER & WATER SYSTEM DETAILS -fn I- w ix 9 DT-3 MISCELLANEOUS SITE DETAILS �w o 0 o g z 13. THE CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION REQUIREMENTS OF ALL AGENCIES, AND PHASE WORK ACCORDINGLY. o~z z z z k oHzwoOW 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF =a g D~~" CONSTRUCTION. z J o 0 0 o z D LLL1 Ct 0 0_1 0. D >LLJ� 15. FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION. :N L 16. PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL "^�� W ` ""'° " COMPLETION OF WORK. F 17. CONTRACTORS OPERATIONS ON SITE WHICH SHALL INCLUDE BUT NOT BE LIMITED TO DUST CONTROL, MATERIAL HAULING, FIRE PROTECTION, EROSION CONTROL, ETC. SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS REQUIREMENTS. _ l 18. LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK; IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF ' SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS. = M' 19. THE CONTRACTOR SHALL COORDINATE MAINTENANCE AND PROTECTION OF TRAFFIC WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA a' ""° i Z COUNTY DEPARTMENT OF PUBLIC WORKS. ALL MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH LOCAL, STATE .°. SITE STATISTICS: 0 AND FEDERAL REGULATIONS. ALL NECESSARY SIGNAGE SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF 'yRh" ° TRANSPORTATION'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. F i TAX PARCEL ID PARCEL 1 - 165.34-1-7 5 ^= "'w PARCEL 2 - 165.34-1-9 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY WORK EASEMENTS THAT MAY BE REQUIRED FOR EXCAVATION AND y L V # ar , 0 ASSOCIATED DISTURBANCE OUTSIDE OF THE RIGHT-OF-WAY ON ADJACENT PRIVATE LANDS. A r. "° m PARCEL AREA PARCEL 1 - 0.26t AC �' ` PARCEL 2 - 0.55± AC v}'"'" TOTAL AREA - 0.81± AC k CC 21. ALL WATERMAIN AND WATER SERVICE MATERIALS SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS STANDARDS AND APPLICABLE AWWA k t. STANDARDS. Cg w.� ^ 4 ' ZONING - UR-1 URBAN RESIDENTIAL - 0 N A 22. WATERMAINS, WATER SERVICES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING .. m - MINIMUM AREA REQUIREMENTS MINIMUM LOT SIZE 12,500 SF z Z WATERMAINS, C-651-14, WITH THE EXCEPTION OF SECTION 5.1, TABLET METHOD. FINAL FLUSHING OF THE HEAVILY CHLORINATED WATER f MINIMUM AVERAGE WIDTH - 100 FT Lim W GENERATED FROM THE WATERMAIN DISINFECTION PROCESS SHALL BE NEUTRALIZED AND DISPOSED OF IN ACCORDANCE WITH AWWA ^»-��„m" MAXIMUM BUILDING COVERAGE - 20% z 0 STANDARDS FOR DISINFECTING WATERMAINS, C-651-14. °" ' FRONT YARD SETBACK - 30 FT MIN O z e -' w"°'�`°"�"'`' "' SIDE YARD SETBACK - 12 FT MIN (30 FT TOTAL) > 0 23. WATERMAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH SECTION 4 OF THE AWWA C-600 LATEST EDITION. "'"'}` _ REAR YARD SETBACK - 30 FT MIN �/� o FIRST FLOOR AREA - 800 SF MIN (2 STORY) (I) Z CC 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COORDINATE ANY REQUIRED BRACING OR RELOCATION OF ANY UTILITY POLE OR MAX BLDG HEIGHT - 60 FT O o 0 STRUCTURE WITH THE APPROPRIATE UTILITY COMPANY. SITE LOCATION MAP GREENSPACE - 30% MIN. . a a z UM 25. ALL FILL TO ACHIEVE THE PROPOSED ELEVATIONS SHALL BE COMPACTED TO 95% STANDARD PROCTOR. THE CONTRACTOR SHALL BE PROPOSED SUBDIVISION LAYOUT (4) SINGLE FAMILY RESIDENTIAL LOTS 0 RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF 0 0 3 z THE FILL MATERIAL. UTILITIES WATER - CITY OF SARATOGA SPRINGS m wSEWER - CITY OF SARATOGA SPRINGS g 0 L;26. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT THE SURFACE OF ALL EXISTING ROADWAYS. THE CONTRACTOR SHALL 0 ii w BE RESPONSIBLE FOR ALL SURFACE RESTORATION AND REPAIR RESULTING FROM THE CONTRACTORS ACTIVITIES. TREE TRIMMING SHALL BE 0 500 1000 2000 4000 Cl) co 8 a PERFORMED BY THE CONTRACTOR AS NECESSARY WITHIN THE RIGHT-OF-WAY OR UTILITY EASEMENTS. ALL DISTURBED UTILITIES, DRIVEWAY w N z CULVERTS, LAWNS, MAILBOXES, FENCES, SIGNS, DRIVEWAYS, DITCHES ETC. SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION, im o N o LINES, GRADES AND POSITIONS. Z o Z 0C 27. ALL DISTURBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING APPLICANT & PROPERTY OWNER: LV E 0 Q ACTIVITIES. TOP DOG ENTERPRISES LLC W N Z 28. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE SANITARY SEWER LINES. 1571 CENTRAL AVE 0 COLONIE, NY 12205 SOIL APPRAISAL- DEEP HOLE TESTS - PERFORMED 3/4/2021 � H iii 29. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE WATER LINES. WITNESSED BY LANSING ENGINEERING 174 Q 30. WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED BY 10 FEET MINIMUM HORIZONTALLY AND 18" MINIMUM VERTICALLY. TCC TEST PIT TOPSOIL TESST PIT TOPSOIL Q PLANNING BOARD # 20200843 Q y 31. PRIOR TO CONSTRUCTION: THE LOCATION OF ALL EXISTING UTILITY POLES, OVERHEAD UTILITIES AND UNDERGROUND UTILITIES ON THE SITE 12"-48" MEDIUM BROWN SAND & SILT 6"-44" MEDIUM BROWN SAND & SILT SHALL BE DETERMINED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER. WITH LARGE ROCKS & COBBLES WITH LARGE ROCKS & COBBLES O 0. THE COORDINATION AND COST FOR THE RELOCATION OR MODIFICATION OF ANY UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR Approved under authority of a resolution adopted 48" BEDROCK 44" BEDROCK 04 H V AND THE COSTS FOR THIS UTILITY WORK SHALL BE PROVIDED TO THE OWNER AND DESIGN ENGINEER FOR REVIEW. by the Planning Board of the City of MOTTLING 0 36" MOTTLING ® 40" (Date) NO GROUNDWATER NO GROUNDWATER F CITY OF SARATOGA SPRINGS PLAN NOTES: Saratoga Springs. y w 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. (Chairperson) (Date Signed) H 08 N 2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. Cg ii3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR TO A 6 r 0 Keith ,Chair ' Z O 3o CITY OF SARATOGA SPRINGS Brad Gallagher,VicChair 3• The Board finds these variances to be substantial. Particularly,the Lot One relief requested at 81.7% Z 0 LOCATION APPROVED BY THE CITY ENGINEER. ZONING BOARD OF APPEALS Cheryl Grey for the rear yard setback is substantial,however,the garage location is pre-existing and created by the et Z - W o y w + Matthew Dutch new rear lot line drawn between Lot One and Lot Two.Further a bungalow building further !, coCir HALL-474 BROADWAY CSuanne Moms encroaching into Lot Two will be removed.The buildings on Lot One will be retained due to a current v/ 0 4.) THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION �x- l; SARATOGA SPRINGS. x)518 YORK 12866 Gage Simpson lease held by Rose Tait and ending inMay 21.2024.The Applicant desires creating three lots which O N C7 rH)518-587-3550 Px)518-580-9480 Kathleen O'Connor,al[emare require substantial relief and stated that,'There are 49 residential lots in the neighborhood and 34 lots INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE n NWN.AMTOW-SPWNGS.ORG Q IIIIIIIIIIIIIII, O nl RPoxnao�9ry are smaller than Lot Two's 0.263 acres." Ul lU RESPONSIBILITY OF THE APPLICANT/DEVELOPER. W IA LU Lii al LO 4. The variances will not have significant adverse physical or environmental effect on the neighborhood or #20200022 district.Removal of the Day Care Center and the bungalow will remove a non-conforming use in the A mw 0 5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. /N THE MATTER OF 7HEPPEAL OF UR-I zone.The Day Care being a commercial use and the bungalow representing another residence Z (p %II 2z TOP DOG ENTERPRISES,LLC on an existing lot on Seward Street.Three single family residences will be more in keeping with the I- Q(p 1571 CENTRAL AVENUE neighborhood and will reduce traffic to a commercial site. y 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET ALBANY,NY 12205 5. The alleged diffcultyisself-created insofar azthe applicant desire todivide the two lots into four, Z - Q Q from the determination of the Building OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. however this is not necessarily fatal to the application. > OC LO ng Inspector involving the lots at 46-46A Seward Street,in the City off. H " Saratoga Springs,NY being tax parcel number 165.34-1-7&9 on the Assessment Map of said City. 0 7.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS The applicant having applied for an area variance under the Zoning Ordinance of said City to permit the 4 U (nN ONTO A PUBLIC RIGHT OF WAY. development of a four-lot subdivision in the UR-1 District and public notice having been duly given of a hearing Note:Planning Board,April 30,2020 favorable advisory opinion Z on said application held on June 8 and July 6,2020. Q N Condition:Demolition of day care center and bungalow 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; In consideration of the balance between benefit to the applicant with detriment to the health,safety and welfare W AND AN "AS-BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. of the community,I move that the requested area variances for the following amounts of relief: Adopted by the following vote: TYPE OF REQUIREMENT DIST/OCT PROPOSED RELIEF REQUESTED AYES: 5(K.Kaplan,B.Gallagher,C.Grey,G.Simpson,K.O'Conner) DIMENSIONAL 9.) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE REQUIREMENTNAYES: 0 FIRE DEPARTMENT DESIGNATES. MINIMUM REAR YARD SETBACK,LOT ONE 30' _5.5' 24.5'0R81.7% ' Ill 1111111.11b-1 III) MINIMUM LOT SIZE,LOT TWO 12,500 SQ FT 7,636 SQ FT 4,864 OR 38.9% MINIMUM LOT WIDTH,LOT TWO 100' 67.5' 32.5'OR 32.5% MINIMUM LOT SIZE,LOT THREE 12,500 SQ FT 7,636 SQ FT 4,864 OR 38.9% Dated:July 6,2020 MINIMUM LOT WIDTH,LOT THREE 100' 63.3' 36.7'OR 36.7% This variance shall expire 18 months following the filing date of such decision unless the necessary building MINIMUM LOT SIZE,LOT FOUR 12,500 SQ FT 7,636 SQ FT 4,864 OR 38.9% permit has been issued and actual construction begun as per 240-8.5.1. MINIMUM LOT WIDTH,LOT FOUR 100' 60.2' 39.8'OR 39.8% As per the submitted plan or lesser dimensions,be approved for the following reasons: I hereby certify the above to be a full,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 a. The applicant has demonstrated this benefit cannot be achieved by other means feasible to the present. applicant. Uses of the two lots pre-date current zoning requirements and consist of three residential buildings and a commercial day care building.Development of three residential lots on Van Dorn Street will be consistent with the residential neighborhood adjacent to the properties.With the removal of SIGNATURE: 7/30/2020 the Day Care Center and the bungalow,there will be a reduction in overall buildings and will conform C R DATE RECEIVED BY ACCOUNTS DEPT. to the neighborhood. 2. The applicant has demonstrated that granting this variance will not create an undesirable change in the CO ♦//��`R SHEET neighborhood character or detriment to nearby properties.Although these lots are in the UR-I zone, they are surrounded by both UR-2 and UR-4 which allow for smaller lot sizes.Further the applicant provided lot sizes along both Van Dorn and Seward Streets that are not only equal in size but in many cases smaller in both size and width.The Board finds that these proposed lots will conform with the neighborhood. PROJ. NO: 918.00 CJ\/- 1 SCALE: AS SHOWN DATE: 11/9/2020 SHEET 1 OF 9 v� )) ° ,- > -I Z c1-,44k-Aft _1 i -N, \ _ „,o,. n, C) Q O ZPo ch- y � 8882 0 O rO 121 Z 1110 •O `\ v, D szn1:3 n, D Q N .- W 01 CIL 0 11.1QC _, FLOWI-1-1 L W a N/ 8"PVC 8"PVC O SAN.MH. 0 v , O RIM=372.64 O0 ) INV.WEST=369.0 OCP O O y INV.SOUTH=369.0 0 0 $502 INV.EAST=368.9 UNDERGR. GAS ul 165.34 0\ SAN.MH. x MARKER •- 7 ` n/f RIM=368.39 +� 0- ( ) 0 1z (CANNOT OPEN) "J '45A y Seward St. Center, Inc. •- N. :�-. 374.72 374.51 WOODS Bk1161 P280 X � CO v 374.54 RETAINING WALL CHAIN-LINK a / FENCE POST / H 5/8 y. - "i 576°1 9'35'E // //� a 6<csi -�1--- -- -lr ....- - MD IM f_�0 -- - -- -- - -- -- 366.20 / < \ Z 75-- 0 1 6' 1 236.74' - -- 365.94 1 - - - i - '37 .17 - - - �cc,�. CHIMNEY inuo 01 3 S I t E73 U H I 374.16 0 +373.67 3 372.22 371�5`G / y 1/ 6 366.64 \ ILni m Z > o-O�O-O I I ( I ��� / 1 `�' 3 ,r9 mm I n CHIMNEY / (3 / 1 ; s 12 °� PORCH & FFE=377.02 I 2 STY. U I • m. 1 STEPS I WOOD FRAME' HOUSE I GARAGE MEC METERS zo �G / �, oo oo Lo 1 TO REMAIN G 8 N H 2-STY. I 1-STY. CELLAR ENT. / / S 1. Z ' a s -. w It IIu 37X369.96 (� 3 m IIII STEPS Z 1 I 371.610 - - I / TM #1 65.34-1 -9 zz"MPL. J / \ SAN_MH. Ch N o116.91 Q / issuogi., imi 98.35 w+ \ 373.06 1 S1Y, RIM-365.57 W `� a 30.9 or - I o HOUSE II 23 969 s.f. or 0.550 ac. I 'y o INV.IN(NORTH)=362.5 0 0 373.7/4 _ --- / / �1 TO BE REMOVED I �l� / TEST PIT? / d.o I `�^"gyp 3 INV.OUT(SOUTH)=361.6 �r . 22" I AlO I ° o MPL. °1 0 Li RETAINING ALL - .369.90 A o� ® Q'i az TB TOP OF NAILI , 01 0 ) / w 370.41 - . . -°�.. - . . /. N \ `o�/. . -,- . . p z UTIL. POLE �` I / CONC. WALK �� �' 2 m NG10 NYT10 of Lu / I o' o-o-o-o-o J Q ( II w z ELEV=377.15 rn ,�o CONC. LID �0 \ ® Q "� ° 370.02 "� 61.3' I a Z a� rn Location Map - - - a �� c t x.23 1�z t0 c \ 32" / o 1 ami a • MPL. °1 Z / / +370.54 Iwo DECK & STEPS ` BILCO DOOR / = I I ° ! ' / / o �� 51�/ o I 1 STY. WOOD SHED 1 I I N o CNI 18" o \ I / I �; I FRAME HOUSE LEC. METER TO BE 365.04 364.98 N • SPRUCE ( � o I TO BE REMOVED REMOVED 3 4.63 +371.43 , / w I ECK & 1 `y'• 'C i N I STEPS ' 1 SPRUCE I o „ _ _ _ / J /i\ 22" ° *01 .V76°23 25"W 244.05' 8 ASH 370.48 370.3331 369.78 / Ili 6.9'WOODS 1 1 \\ 3 37 .08 ti -.-..g..--\4:6-.29.,-- `teryy \ RIM S3 5M 5 2.6'. 01"IP. T WOOD-- 7" S76-23'25"E 120.77AZ' 119.9 DEED 7 ' / ,_\ 375.68O I 1 DECK / 1/ I ' INV.WEST=369.9 3'5.79 Sh' 0 1 / / 1 w INV.NORTH=369.8 + 1 "FIR I� / r w SA . i I I ^� l J / ' j I 8 PVC / \ / / -4... 0 1 / CONC. WALK / d I 1 Sc STEP / ,// I L ��i \ of N i;14, 1 TEST P ../ ry ,., n/f \ \ °j I GDRRAV L 8-- / aP `P4 C.a�� V y, s Angela I p / I : { ; ° Belic-Kaloudis ° 1 °o I Z o �' 0 61 Van Dorn St. L w 363.75 I r . �- - _ Inst. #2012031007 I o - -w L 363.61 363.42 {� :, TM #165.34-1 -7 h z WOODs 11 ,439 s.f. or 0.263 ac. I _f �'jcANO S\ 0 � d METAL ''� I/ f a / CLEANOUT VALVES a \ i 4 b) 369 ) / .! s 3 11 / / �O'\ _ \t_____ SA ry I V) 0 ~' W A CLEANOUT 1 v J 1"IP. o ti, /14"OAK - I W� VALVE IR H\-363 • 1 ° '.ii W iW EE F , 3 62.95 I o^ / 3.5.51 WOODS / , 5/8 IR.I r 362. 7 0 1�� W �SA 1- . / SA / FA E __-- a 362.92 •\ I I N N / S 128.09'DEED __ -_.=- 0n f 0 o sA 128•90 M1��S �S - ASPHALT DRIVE \I 3 n GARAGE o �L-�=�� N83 07 00 w Ina 0. Harney I Bk 1055 P260 / 5/8"IR. n/f • CLEANOUT peter Loy oia 3 VALVE 2017035207 \ ° Inst. 0 4/8/2021 UTILITIES ADDED 1/29/2021 MISC. 9/18/2020 TOPOGRAPHY ADDED Map Legend Map References: Deed Reference: Certification : 5/15/2020 CLEANOUT VALVES • 5/8" steel rod set with a tag 1 . "A Map of lands of Harry D. Snyder, Jr. for W.J. Grande Top Dog Enterprises, LLC IT IS HEREBY CERTIFIED TO TOP DOG ENTERPRISES, LLC DATE DESCRIPTION & Son, Inc." by C. Donald Carpenter Jr. dated Jan. 1983Inst. #2019014391 that the map was prepared in accordance with the current existing Code of Practice o marker found, labeled last revised March 1983 filed in the Saratoga Countyfor Land Surveyors adopted by the New York State Association of Professional Land REVISIONS 9 Surveyors, Inc. The certification is limited to persons for whom the boundary survey O utility pole Clerk's Office as Map S-141 . map is prepared, to the title company, the governmental agency, and to the lending DATE: Oct. 10, 2019 institution listed on this boundary survey map. X lamp post 2. "Seward Street Center Minor Subdivision" by Gerow JOB NO.: S19-164.24 ® cleanout valve Associates dated Oct. 29, 1985 revised Dec. 5, 1985 ® water valve and filed in the Saratoga County Clerk's Office as Map DRAWN BY: DES S-142. - • • • - overhead wires CHKD.BY: WMT -0-0-0- chain-link fence -x-x-x-x- wire fence Easement: G gas line 1 . Reference is made to easement reservations SCALE: 1 " = 20' made in Bk930 P717. 10- - 0 20 v water line SA sewer line 2. Reference is made to a sewer easement -- property lines 10' wide to the City of Saratoga Springs in PB #20200842 Bk854 P221 . Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. S 1 Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was Chairperson Date Signed a violation of Section 7209 subdivision 2 of available. the New York State Education Law. S19-1 64.24 P:\TUV\Top Dog Enterprises, 46 Seward & 61 Van Dorn S19-164\Carlson\S19-164 Top Dog Enterprises 51 Existing Conditions.dwg 1 0 v� J z ctFMFNr C -i i -4--� O o-) •- o (n O AV •� W v0 JE. z s,o n/f L- 58a Seward St. Center, Inc. MH. 0 N , o Bk1161 P280 (� 0 CHAIN-LINK p '1 RETAINING WALL FENCE POST O �� W a sza _ �,/ J O / i 0 0 5 8"IR. S76'19;35'E 236.74' --\o v O p a! j .� -- -- -- -- -- - 1. -- -- -- I 171.32' - -- -- -109.45'-- -- -- N L ;(2) 11.1 \°\1__ - CHIMNEY - - - '� - ® ►.- -0 Q a 01) -4-, ° �o�.--0-°-,--°=°---- -� I I `k r� CHIMNEY 1 O �° PORCH & - I 1 15' SETBACK GARAGE W. 5.5' I \ O O °1 STEPS I WOOD FRAME' HOUSE I APARTMENT (3) LEC METERS 127.4 I _ I 1-STY. CELLAR ENT. ABOVE ° 2 STY. I I rn ' 0 O O I I I I STEPS _ _ Lot 2 1 \ 0 2 .0 1 $502 1� 7636 s.f. Y O I I 22.6' / - - v 165.34 L-i 30.9' (� w r -I - 50.8' W i �J o 1 7 1.2 (1) 1 i l` W W It') f�11 N X1 0eL a_ 45 A 0, / �� 1 a rn 1 O � M wl w ° RETAINING WALL N vt- oSAN.MH. CJw \ ' . Iz0 \.� ••'%.,N nra oL . . uJ _,----\ 82151 v Lo-o-o-o-o-o 011 z • z, 1 SETBACK I ® �� I N 9 O Lot 1 ' z " m SITE Z �I 12 500 s.f. +°+ I 11"w =___--= ^ co 12 1 �° ' coal _�41 � = O \ oo Ln 9 26 1925 „995 1 46 Seward St. 0 _____�--� 582'41'11 'E 116.89' I U 8 n. -4 °I mm11 ' SETBACK LINES j30' 15K Irt Ul116.91 Q x 9935IO • . 1 0 1 N � to � 0 w °1 I I N , r 3 c�� � N v 10 3/4"IP 0 .1. \ II '^ 123.28' -- L Y v, 7.:.; °1 •� V Jca. 0_____,_____0_0_____0_____0___0_ -o-o-o-o X 111 v - -- N76'23'25"W 2.6'� i1"IP. 1 N Lot 3 M I \ Ch Z Sy ° I M �i M SAN.MH. F� \ 1� 7636 s.f. J \ ® Z a� rn Location Map a ° rrte�,,, a - I I. L.1-1 15' SETBACK I • t ' ' ¢ cn o i� o I Io -_ """"""""j1--"/ o o(0 _ 00 L. n/f ° cv N8 '26 5� r \ 04 cn I i,;') 124.36' N Angela W __was I GRAY L 1 Belic-Kaloudis � __ __. s8426'55'E 0 1 I DRI • I co 42 Seward St. o° L _ _ �I o O Inst. #2012031007 0 �, t5' S -- ---24.-4....,1_ C Tax Parcel ID 165.34- 1-8 N W ° o ' o \ z 0 o N Lot 4 S83'46'00”E 11 o c' N o 23.06' C z :c47636 s.f. METAL ' I' I ' N62 25'06'E CLEANOUT VALVES ' �' SA ° s��. "' 11 44 �� �' SEE EASEMENT REF. #2 I in 1 PAVEMENT 1"IP. o �� 15' SETBACK , • °p 1 CUT �,'' � E 7 7 /78„ \ o I I % .3,-0 1. o pF rs �y I 0. D- __ ° 1 r„,„_, ''9 Mx �- GARAGEASPHALT DRNE aQ c) ° it\ • / I o\5/81R. PROPOSED n/f ala ��� t UTILITY EASEMENT Peter Loy ' CLEANOUT s 48823 Q. VALVE I IN FAVOR OF ,0201703520 1j1.ANO So I TAX PARCEL IDs: lr1St. t/ I/ 165.34-1-8fr‘ 1o' -----r- n/f ` n/f 165.42-2-1 165.42-2-38 Ina 0. Harney 2,103 S.F. Bk1055 P260 St. 40 Seward 165.42-2- 1 Tax Parcel ID Variances Variances were granted by the City of Saratoga Springs Zoning Board of Appeals on July 6, 2020 as follows: #20200022 IN THE MATTER OF THE APPEAL OF TOP DOG ENTERPRISES,LLC 1571 CENTRAL AVENUE ALBANY,NY 12205 n/f Lisa K. Crowley TYPE OF REQUIREMENT DISTRICT PROPOSED RELIEF 2015029270 DIMENSIONAL REQUESTED Inst. $t. REQUIREMENT ° 38 l S.and 42-2-38 Minimum rear yard setback,lot one 30' 5.5' 24.5'or 81.7% Tax Parc 165. Minimum lot size,lot two 12,500 sq ft 7,636 sq ft 4,864 or 38.9% Minimum lot width,lot two 100' 67.5' 32.5'or 32.5% Minimum lot size,lot three 12,500 sq ft 7,636 sq ft 4,864 or 38.9% Minimum lot width,lot three 100' 63.3' 36.7'or 36.7% Minimum lot size,lot four 12,500 sq ft 7,636 sq ft 4,864 or 38.9% minimum lot width,lot four 100' 60.2' 39.8'or 39.8% 5/5/2021 UTILITY EASEMENT Map Legend Deed Reference: Map References: Easement: Certification • 5/8" steel rod set with a tag Top Dog Enterprises, LLC 1 . "A Map of lands of Harry D. Snyder, 1 . Reference is made to easement IT IS HEREBY CERTIFIED TO TOP DOG ENTERPRISES, LLC 1/29/2021 MISC. Inst. #2019014391 reservations made in Bk930 P717 that the map was prepared in accordance with the current existing Code of Practice 5/15/2020 CLEANOUT VALVES Jr. for W.J. Grande & Son, 0 marker found, labeled Inc. by (see proposed easement for new for Land Surveyors adopted by the New York State Association of Professional Land C. Donald Carpenter Jr. dated Jan. Surveyors, Inc. The certification is limited to persons for whom the boundary survey DATE DESCRIPTION ® utility pole 1983 last revised March 1983 filed location). map is prepared, to the title company, the governmental agency, and to the lending X lamp post in the Saratoga County Clerk's institution listed on this boundary survey map. REVISIONS Office as Map S-141 . 2. Reference is made to a sewer UR- 1 AREA REQUIREMENTS • cleanout valve easement 10' wide to the City of DATE: Feb. 14, 2020 ® water valve 2. "Seward Street Center Minor Saratoga Springs in Bk854 P221 . JOB NO.: S19-164.24 Maximum Percent Minimum Principal Accessory Building - - property line Subdivision" by Gerow Associates of Lot to be Yard Dimensions Buildings Minimum Distance to p p y dated Oct. 29, 1985 revised Dec. 5, SCALE: 1 " = 20' Occupied Minimum Side Rear Minimum - • . • • - overhead wires 1985 and filed in the Saratoga 10 0 10 20 Mean One Total Maximum Principal Front CountyClerk's Office as Map Zoning Minimum Width Principal Accessory Front Rear Side Side First Floor Height BuildingLot Line Lot Lot Percent of -o-o-o- District Lot size Building Building (feet) (feet) Area g Line Line Lot to be chain-link I i n k fence S-142. (feet) (feet) (feet) (square feet) (feet) (feet) (feet) feet (feet) Permeable PB #20200842 (feet) -x-x-x-x- wire fence UR-1 12,500 SF 100 20 8 30 30 12 30 12SSt ry_'800 60 5 30 5 5 30 Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. S2 Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was Chairperson Date Signed a violation of Section 7209 subdivision 2 of available. the New York State Education Law. S19-164.24 P:\TUV\Top Dog Enterprises, 46 Seward & 61 Van Dorn S19-164\Carlson\S19-164 Top Dog Enterprises S2 Subdivision Map v2.dwg SURVEY NOTES : SURVEY NOTES: 1. THE DEED DIMENSIONS MEASURED WEST FROM VAN DORN STREET AND EAST FROM SEWARD STREET DO NOT MEET, LEAVING A GORE AREA BETWEEN THE PARCELS. A BOUNDARY LINE AGREEMENT MIGHT BE NEEDED TO RESOLVE THE DISCREPANCY. EASEMENT 1. REFERENCE IS MADE TO EASEMENT RESERVATIONS MADE IN Bk930 P717. 2. REFERENCE IS MADE TO A SEWER EASEMENT 10' WIDE TO THE CITY OF SARATOGA SPRINGS IN Bk854 P 221. DEED REFERENCE: TOP DOG ENTERPRISES, LLC INST. #2019014391 MAP REFERENCES: 1. "A MAP OF LANDS OF HARRY D. SNYDER, JR. FOR W.J. GRANDE & SON, INC." BY C. DONALD EXISTING WOOD FRAME HOUSE TO CARPENTER JR. DATED JAN. 1983 LAST REVISED MARCH 1983 FILED IN THE SARATOGA COUNTY CLERK'S BE REMOVED AND DISPOSED OF OFFICE AS MAP S-141. AT A LICENSED WASTE FACILITY 2. "SEWARD STREET CENTER MINOR SUBDIVISION" by GEROW ASSOCIATES DATED OCT. 29, 1985 REVISED DEC. 5, 1985 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP S-142. FLOW 8"PVC , 8"PVC • EXISTING CONCRETE TO BE SAN.MH. REMOVED AND DISPOSED OF AT A RIM-372.64 LICENSED WASTE FACILITY INV.WEST=369.0 INV.SOUTH=369.0 INV.EAST=368.9 z o APPROXIMATE LOCATION OF EXISTING SANITARY L I 4;'.:. SEWER AND WATER SERVICES TO BE REMOVED AND DISPOSED OF AT A LICENSED WASTE SAN.MH. FACILITY. SURVEYED LOCATION UNKNOWN AND n/f ACTUAL LOCATION SHALL BE VERIFIED BY THE Seward St. Center, Inc. RIM=368.39 CONTRACTOR PRIOR TO CONSTRUCTION AND -374.72 454 WOODS Bk1161 P280 DEMOLITION. EXISTING ASPHALT TO BE REMOVED / RETAINING WALL . AND DISPOSED OF AT A LICENSED WASTE EXISTING ASPHALT PAVEMENT TO 5/8"i. • - " ` - - CHAIN-LINK / FACILITY FOLLOWING SERVICE LOCATION BE REMOVED AND DISPOSED OF \ 1 r? .. m - - NE S76'19'35'E _ FENCE POST] VERIFICATION AT A LICENSED WASTE FACILITY -375- .A 236.7 ME M M MN - / O' 0 FOR CURBING INSTALLATION i ' \ 373.67 CHIMNEY I M, / - 366.20 373.17 z �� ;¢ 3• 74.16 ° 372.22 ,371.75 ^ / ' 366.64 4 �J PORCH & II I FFE=377.02 I I �� CHIMNEY / / z� EXISTING ASPHALT PAVEMENT TO O I STEPS WOOD FRAME' HOUSE 2 STY. ; 6 / BE REMOVED AND DISPOSED OF c.�v EXISTING GRAVEL TO BE REMOVED / F (3)ELEC METERS z / / AND DISPOSED OF AT A LICENSED w 2-STY. I 1-STY. II CELLAR ENT. o / is� AT A LICENSED WASTE FACILITY }}a LFOR WATER SERVICE CONNECTION z a WASTE FACILITY `T I J 0011.1 0 II STEPS 371.9 ` 44war.w�'+.L ..369.96 �. Col 1 N Q= n ,,, \ L . ■373.06 'NI �' �♦♦ ♦♦`` ♦ Sa aN 165.34-1 -9 22"MPL. �� SAN.MH. o o rxi-N o Z ��,r° 373.!4 - w �- ♦ ♦• ♦ ` �� RIM=365.57 Eo w zz'� it.� ', ������1. 23,969 s.f. or 0.550 ac. �t� Vis'--��� EXISTING OVERHEAD ELECTRIC NZI-I- o ., � 1 r��i ,ice ' i. 0- SERVICE TO BE DISCONNECTED AND o z o 0 22 Q�/ / �,ti���♦♦♦O ♦♦�♦♦` W � o INV.IN(NORTH)=362.5 REMOVED PRIOR TO CONSTRUCTION =a wap. MPL. \ O ♦♦♦♦�♦ ♦♦ , d `co INV.OUT(SOUTH)=361.6 BY UTILITY PROVIDER w o g c�iol-, TBM � M fir► o I l J / RETAINING ,ALL D '�♦ ♦♦ . �TOP OF NAIL z �.A /� p / ! w I / +�.�-��♦������♦��. i� w / / o o I - �QQ��� 370.41 P q �� vi ` APPROXIMATE LOCATION OF EXISTING UTIL. POLE �' o -0 CONE WALL. M.. �'t �Z47 '=��" - -v__ .� SANITARY SEWER AND WATER SERVICES TO N G 10 77.10 ° ° 0 ° ° �rr;���r�rlM���w �• \ ELEV=377.15 I > r 1 0) I �, CONC. LID cii�\ ( e BE REMOVED AND DISPOSED OF AT A • EXISTING CHAIN LINK FENCE AND I- ( ° 370,02 ��� ® LICENSED WASTE FACILITY. SURVEYED GATE TO BE REMOVED AND Q) 4 32" A ."N I / / I \ l64g4 _' F \ _ LOCATION UNKNOWN AND ACTUAL LOCATION RELOCATED ALONG EASTERN EDGE MPL. ° rfrff0.701 923��►.r.�r. \ _ _ -SHALL BE VERIFIED BY THE CONTRACTOR OF PROPOSED SIDEWALK. REFER �D , 4 \ ♦y►' 2 / 370.54 �' ''� ♦�♦ �♦ BILCO DOS: ,� � �� o Will11111 PRIOR TO CONSTRUCTION AND DEMOLITION. TO SHEET LMG-1 FOR LOCATION *��1L I I M,1§�♦��♦♦♦��� .♦ ♦�• - _� �' - _� EXISTING ASPHALT TO BE REMOVED AND OF RELOCATED FENCE I / Q ��♦♦�♦♦.♦�♦♦♦♦�♦♦♦♦♦♦♦�♦♦ ' �� _�- N - FACILITY DFOF AT A OLLOWING SERVICE LOCATION WASTE 18" •� I I ��♦♦♦�♦♦♦�•A�ID����♦♦�♦♦♦♦•�.._ S�=S � VERIFICATION Z L. / SPRUCE I \ I / I <' " �♦♦♦♦♦♦V' ' , �♦.♦♦ ♦♦ r, C. METER EXISTING TREES TO BE REMOVED 0 ^�,' +371.43 ° • �♦ ♦ ♦♦ `�V.O. ♦ ♦♦ ♦ / , 365104 364.98 O AND DISPOSED OF AT A LICENSED z \ �♦ ♦ ♦ ♦ ♦ ♦ �' 3.4.63 EXISTING SHED TO BE REMOVED w P♦♦•♦♦ .fr. ♦♦*-r� / / AND DISPOSED OF AT A LICENSED 1- WASTE FACILITY FOR SIDEWALK Q0 22" �O ♦ . 4I ♦ ♦ .I v ECK & + Z Mt" ♦,•��♦♦♦� ♦ ♦•♦� PS ,�rr� WASTE FACILITY V INSTALLATION (TYP) (O/ SPRUE - \ \ I ,�♦�t"e.,♦♦♦�igit..� OA . - ► �� I - L /��I � \N7^2J4.05' 8� 37c �� 59.78 /SAN.MH. 3708 ME ME -� - _ -° 0 4 E ° � _ WOODS / ® Ig ® O RIM=375.65 Wvvu_( s S76'2325 E 120.77'MEAS 1 9.96 DEED r ®�/4"IP. Z V INV.WEST=369.9 + 79 375.68 �1 IP. i DECK . / ' INV.NORTH=369.8 70 % >z EXISTING ASPHALT PAVEMENT TO I EXISTING CONCRETE TO BE F� I 1 "FIR ,-:0�� BE REMOVED AND DISPOSED OF Z W ] 0 -SAN 8„PVC , REMOVED AND DISPOSED OF AT A I c�/ / / l cc AT A LICENSED WASTE FACILITY Z I LICENSED WASTE FACILITY I / / IT-Li FOR WATER & SANITARY SERVICE / w CONNECTION > 0 V ° I CONC. WALK Z EXISTING WOOD FRAME HOUSE, I / & STEP z Q 3� r// O DECK AND STAIRS TO BE REMOVED / EXISTING TREES TO BE /AND DISPOSED OF AT A LICENSEDCLEARED AND GRUBBED isim yct*:ii O0AngelorP2 /Belic-KeloaInst. 2012031007# 61 Van Dorn St. EXISTING GRAVEL DRIVEWAY TO BE Q w�♦�� a 363.75 d REMOVED AND DISPOSED OF ATA Cl o ° ;� TM 1 65.34-1 -7 �: ' •3.42 LICENSED WASTE FACILITY � N ,z EXISTING TREELINE (TYP.) I ' Z WOODS 11 ,439 s.f. or 0.263 ac. / w eiiii-- - ► cr o_ Z z N o o METAL '�' LLI `� � /4 0 / / (CLEANOUT VALVES ul 1 EXISTING ASPHALT PAVEMENT TO W N Z EXISTING TREE TO BE CLEARED & I GRUBBED (TYP.) I - I \ V o) I► BE REMOVED AND DISPOSED OF a / ! AT A LICENSED WASTE FACILITY O C i �� "%r� FOR WATER & SANITARY SERVICE p G 4 �� CONNECTION H CA g PROPOSED TREELINE (TYP.) _________ _ n 14"OAK _ -..--- • ,''�� CLEANOUT - ` " I w / 41 W A< ;� VALVE / ' 5 EXISTING SANITARY SEWER SERVICE & a o, - ,* ,._;.��� < 365.51 / z WATER SERVICES TO BE RELOCATED Nri / WOODS 5/8IR.O ALONG EXISTING PROPERTY BOUNDARY 3s2FOR CONSTRUCTION OF NEWa N ,► EAVE _ mu .� 362.92 I n/f 1 890' ` 12;.�9'� # _ SINGLE-FAMILY RESIDENCE. REFER TO ict >. IF ;,,�. -- ASPHALT DRIVE 3 SHEET LMG-1 FOR PROPOSED ~ Ina 0. Harney ���= GARAGE Bk1055 P260 _ imaimaimar �N83"0700 W INSTALLATION LOCATIONS. F X105 8"Ih n�f W / y W CLEANOUT ° Peter Loyola N VALVE I Inst. #2017035207 N I- � oZC 3 z o W - hi] O : 1 U° o CI _ W cr'° ni W Wall] ZI- W lzm z °Qm N W JO] Q z - Q Q LO 0 � 7 N Z Z N 14 >J W NOTES: 1. CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE UTILITY COMPANY AND THE CITY OF SARATOGA SPRINGS FOR SCHEDULING OF THE ABANDONMENTOT AND REMOVAL OF ALL UTILITIES TO THE EXISTING ND FCTURE EX I ST I N G CONDITIONS DEMOLITION PLA N TO BE REMOVED. ALL UTILITIES SHALL BE FIELD LOCATED AND VERIFIED PRIOR TO CONSTRUCTION AND DEMOLITION. ii..1 0 2. REFER TO DETAIL 1 ON SHEET DT-3 FOR PAVEMENT RESTORATION INCLUDING SAW-CUTTING, SUB-BASE, TACK COAT AND PAVEMENT THICKNESS. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGES TO CITY STREETS. RECOMMEND USE OF WHEELED MACHINES AND STEEL SHEETS TO PLANNING BOARD # 20200843 AVOID DAMAGES TO EXISTING ASPHALT SURFACES. EXISTING 0 10 20 40 80 CONDITIONS & SCALE: 1"=20' Approved under authority of a resolution adopted by the Planning Board of the City of DEMO PLAN (Date) Saratoga Springs. PROJ. NO: 918.00 (Chairperson) (Date Signed) SCALE: AS SHOWN ED - i DATE: 11/9/2020 SHEET 4 OF 9 LEGENDWATLINE EXISTING FEATURES PROPOSEDCB FEATURES _w_vs_ FIRE HYDRANT It D CATCH BASIN FRAME/GRATE • STORM MANHOLE ©DMH FRAME/SOLID COVER CI STORM WATER LINE FLOW + SANITARY GRAVITY LINE 8"PVC0 8"PVC A SANITARY FORCEMAIN ----a SAN.MH. RIM=372.64SANITARY STRUCTURE • INV.WEST=369.0 INV.SOUTH=369.0 • EXISTING HOUSE AND GARAGE TO GRINDER PUMP INV.EAST=368.9 - REMAIN ON LOT 1 SANITARY CLEANOUT •CO cD TC=374.` e..' , '". 3j461 - PROPERTY LINE ■ ■ ■ ■ BC=374.1_: TC=374. SAN.MH. N., Seward St. Center, Inc. RIM=368.39 BC=374.38 38 -L374.72 -[374.51 1374.6, 'o WOODS Bk1161 P280 lis RETAINING WALL e/8”.i. CHAIN-LINK REALTY SUBDIVISION LOT # (TYP.) tl .. .. . .. '� FENCE POST] �o h 1/: X37 !do 127.31' � - - - - / n ^� TC=375.55 I \ -373.67 CHIMNEY . I ,., / 109.4 - �� t 366.20 STREET ADDRESS (TYP.) �� U QBC=375.05 I�.� 374.16 0- '� 373.17 372.22 r 371.! 'y1, „ 365.94 '2 PROPOSED APPROXIMATE GARAGE FINISH l G.F.F.= > -°-°-° °� �., 6�0 368 s 366.64 I 1237.50 FLOOR ELEVATION (TYP.) I'r PORCH & I FFE=377.0' / / lir • STEPS - ■ C) , C / :43:5 _ s 366n73® , gN WOOD FRAME HOUSE / s I w (B) I� �� 2 STY. 3 LEC "JERS2-STY. I 1-STY. CELLAR ENT. )' o / �0I , / I I PROPOSED RELOCATED CHAIN LINK N •z Z �s O I 1II STEPS I ,., 0.37 369.96 `366,0 366.2, , FENCE (TYP.) Cil STC=375.96 u'0 I I _ fT '373.06 371. C, I, LOT 2 7636± SFSAN.MH. BC=375.46 11-, w TC=375.64 I `o .s7Xs7337 �-I / 0.18± AC -- A W� .. RIM=365.57 = I&IQ�/ / PS W INV.IN NORTH =362.5 c� ® BC=375.64 O. .. `_'_i" / (5) GFF= // �r ( ) cn a h "� .-� INV.OUT(SOUTH)=361.6 }>- TBM n`O o PROPOSED J i RETAINING_IJALL �� 'Z 368.64' - z o_ / +` O EXISTING ELECTRIC POLE WITH N 11.10Z TOP OF NAIL • �� z M ^ DRIVEWAY ''' 370 `•, 365... =a UTIL. POLE ' `' 'g4 -O (\ I IX TC=376.02 G �-� � / °. O COBRA STYLE LIGHT FIXTURE a 1n~3 w NG10 NYT10 BC=376.02 I I I '., �� �,i 3 • ELEV=377.15 4g ! a) 0 0 0 0 CO t'4 z z z z 7)2i • CO TC=376.59 .. ;;n7a... ,�75. I LOT 1 \ 6 ,/ �� _ _r s . w w ;C=376.09 12,5001 SF 0 . (1) 1 p; r o 1=z O O 0..c5'. 0.29± AC / I 370 ass 36S �����Q� / 9 EXISTING FIRE HYDRANT (TYP.) - z LCO '''....d,.s• .o r M ° \+ +309.23 ? l365. 2 - Q 0 �00D(n Lu (1) A . o M "�� ") +370.54 I ,.�� 367 n EXISTING ELECTRIC POLE WITH j D 11.1 ...+67i , ; I I � �, - -89 ¢ PROPOSED ASPHALT DRIVEWAY TYP. COBRA STYLE LIGHT FIXTURE TC=376.50 � X . ,75 69 . - (TYP.) BC=376.00 ^� °• • I I Q/ I ��� I 36541 :064 \�L. BN M I I / 1 I I •l�, .98 0 (1) •.. , +371.43 ° a z ( I _/ O - _ .4.63 7C`3j ��r \ �° �I 565P° 3 PROPOSED 3/4" COPPER WATER �/ I c'*"s• s.s I;- -., \ I I , �' (/' _ SERVICE. CURB STOP AND BOX SHALL 3jSse o + LOT 3 'N BE INSTALLED APPROXIMATELY 5' FROM Tc�3>5 I h' - l °8''AS 37o.a8 3 ��� 76361 SF FRONT PROPERTY LINE TYP. SAN.MH. +376 8 I B"3j$B7 "'"'"-. -- � LIQ � �i= o_ a a=_ °_ ° _ '''.r) / 411$1 AC ® CONTRACTOR TO VERIFY(LOCATION, SIZE ® AND MATERIAL OF EXISTING WATERMAIN 0 RIM=375.65 `��s 123.28' mim _ d1"IP. X / GFF- ' ', oultv ,i - PRIOR TO CONSTRUCTION TO VERIFY THE INV.WEST=369.9 79 -375.68 CORRECT MATERIALS ARE UTILIZED FOR I- INV.NORTH=369.8 + 6/yF0 0 \---i O 367.45 aWATER SERVICE INSTALLATION. V -SANI I 1 "Flf I BN 738"PVC I J _ �r� (1) u, s k CC ° �/ / s o z PROPOSED 6" SDR35 SANITARY SEWER p I " + Qz LATERAL AT 2.0% MINIMUM SLOPE (TYP.) � Cl) z i 366 a °` W o 364 6 Z W O o O I n/f \ I 12 ! PROPOSED SANITARY CLEAN-OUT (TYP.) z 9 0 _ �f7____ ____ 367 A- 363 g2 H o Angela \ si " r// Z �1 CC Belic-Kaloudis ' Inst. #2012031007 -/ o so/ h O o Ld O N W N117 o rn m W it 3.3.42 V Z V I 40 M M n'VI I Q i■W OO0 I' ^ WO a Z'� x I �w .L ot. mF N g00 w LEANOUT ALVES4 7A PROPOSED FIRE APPARATUS OCo 0_PROPOSED PROPERTY LINE (TYP.) I "� y6 363' ACCESS TURN-AROUND (TYP.) ' GG W Z aGFF= = o N aLOT 4 = a r//- r'r�% � � CO oCOsI ►r'''A�� ,x zj 6361 SF 367.45 (1) N o 1"IP. \�\ � 0.181 AC _ / LEAN0 Z o CC - I e, 4. F� 63 Zizi - 1 \ L� _ - ,w1 ENTw V VE '' 3 d_ Wo'c _ Q :s- W_366_W �' W� +365.5W / 5 a 62.95 W N cr 1 _ w COUJ r7 s ` f 362.7lig Ct p I n/f N - s •{' , s ,No 1 _ 362.92 IM Harney I s ASPHALT DRIVE 3 O Ina 0. � - -� GARAGE y a~ Bk 1055 P260 `` um _ 0� Ul I �I n/f z 0 NCC Loyola Q A/ CLEANOUT Peter Loy PROPOSED UTILITY ii VALVE E:\\ Inst. #2017035207 EASEMENT O I ° EX STING SANITARY SERVICE & WATER SERVICE RELOCATION PROPOSED PRESSURE RATED SDR21 I LOCATION. CLEAN-OUT TO GRADE TO BE INSTALLED AT W i SANITARY LATERAL. CONTRACTOR TO SANITARY SERVICE BEND. EXISTING METAL CLEANOUT SHALL W VERIFY EXISTING LOCATION AND SIZE BE INSPECTED AT TIME OF DEMOLITION AND REMOVAL OF y OC EXISTING LINE. CONTRACTOR SHALL NOTIFY CITY OF PRIOR TO CONSTRUCTION H SARATOGA SPRINGS FOR INSPECTION OF EXISTING ot1N CLEANOUT. IF EXISTING CLEANOUT IS DEEMED INADEQUATE, Ci 0 0 EXISTING CLEANOUT AND LATERAL TO MAIN SHALL BE OC 0 ABANDONED AND NEW SANITARY LATERAL SHALL BE Z a EXTENDED IN A STRAIGHT LINE TO THE EXISTING SANITARY ^/ W - I MAIN. ■rZ co O ad 1 X007 CI _ W cr'° ni W alLO Z °C W az °' 2 z °QOD N 0JJ03 QI - QQl1] o � - LAYOUT, MATERIALS ( GRADING PLAN N Z z N J W 0 10 20 40 80 41111111410LP) PLANTING LIST: NOTE: *IF REQUIRED LANDSCAPE MATERIALS AND/OR SIZES ARE lia OBTAINABLE. SUBMIT PROPOSAL OF ALTERNATIVE MATERIALS TO OWNER/LANDSCAPE ARCHITECT FOR APPROVALS AND SUBSTITUTIONS. - c 1 PLANNING BOARD # 20200843 LAYOUT, ABRV BOTANICAL NAME COMMON NAME QTY SIZE COND SPACING REMARKS BN BETULA NIGRA RIVER BIRCH 3 3" CALIPER B&B AS SHOWN Approved under authority of a resolution adopted MATERIALS & CO CELTIS OCCIDENTALIS HACKBERRY 3 3" CALIPER B&B AS SHOWN by the Planning Board of the City of GRADING PLAN PS PINUS STROBUS WHITE PINE 5 8' HEIGHT B&B AS SHOWN DENSE (Date) I Saratoga Springs. p Signed) PROJ. NO: 918.00 LIV1 G- 1 (Chairperson)erson) (Date Si ned SCALE: AS SHOWN DATE: 11/9/2020 SHEET 5 OF 9 TABLE 5.3 SOIL RESTORATION REQUIREMENTS* TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTS/ EXAMPLES NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES FLOW MINIMAL SOIL DISTURBANCE RESTORATION NOT PERMITTED CLEARING AND GRUBBING SAN MH. 8"PVC_ RIM,372•6 7 8"p VC NOTES: lNV WEST 4 1) CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CLEANING AS AREAS WHERE TOPSOIL IS HSG A&B PROTECT AREA FROM ANY ONGOING INkSOU 36g.0 s NECESSARY TO REMOVE SEDIMENT TRACKED INTO EXISTING PAVEMENT AREAS. IN EDDE ONLY - NO CHANGE APPLY 6 INCHES CONSTRUCTION ACTIVITIES /A/kE rr3 869 0 OF TOPSOIL z 0I Q 0 AREAS OF CUT OR FILL HSG A&B 40 AERATE AND / : ;374. a :.; APPLY 6 INCHES I NI OF TOPSOIL 374.67 Z I'HEAVY TRAFFIC AREAS ON APPLY FULL SOIL RESTORATION SITE (ESPECIALLY IN A ZONE (DE-COMPACTION AND COMPOST 5-25 FEET AROUND BUILDINGS ENHANCEMENT) OT PERIMETER AROUND FOUBUT NOT WITHIN A 5 NDATION 475____, ��80.WALLS) jQ I ♦6,/ ♦ R £TAININc AREAS WHERE RUNOFF REDUCTION RESTORATION NOT REQUIRED, BUT KEEP CONSTRUCTION EQUIPMENT FROM ft., WALL AND/OR INFILTRATION PRACTICES MAY BE APPLIED TO ENHANCE THE CROSSING THESE AREAS. TO PROTECT Q I :/ ♦ WOOD ARE APPLIED REDUCTION SPECIFIED FOR NEWLY INSTALLED PRACTICE FROM ANY y I _O� ` S APPROPRIATE PRACTICES ONGOING CONSTRUCTION ACTIVITIES, °—oma _ ♦ Sey ° n CONSTRUCT A SINGLE PHASE / PORCH ° ° � �IMN� ♦ °Bk77 Center / OPERATION FENCE AREA as ¢ I STEPS Il v ♦ ♦ p280 /9 c. REDEVELOPMENT PROJECTS SOIL RESTORATION IS REQUIRED ON "' I ! •• \ REDEVELOPMENT PROJECTS IN ARES / / WOOD F, --I- aft WHERE EXISTING IMPERVIOUS AREA \ I II 2-ST, MEI Hou I� AWILL REAsow Li CONVERTED TO PERVIOUS Thr/OF N BM l� a �` 1 / /`S11 y. `�� NC10 A0,LE I `l�O I ��I CELLAR ft !� SAN * TAKEN FROM PAGE 5-19 OF NEW YORK STATE STORMWATER DESIGN MANUAL (JANUARY, 2015) ELEV,377 15 , I� ENT • �� ♦� R/M`MN. ** AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR—DRAWN IMPLEMENTS WITH COULTERS MAKING A , I • 1'STEPS CHMN£y �/ o �. CHAT ` 369.39 NARROW SUT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL, OR PRONGS WHICH / w l ' (3) LEC �6e M'� FENC£ LINK *Fl*1N PERS"DEEP RIPPING ANDODERCOMPACTION, DEC 2008". A COPY IS INCLUDED WITHIN THE APPROVED SWPPP. (i) / I U `Q^�/, / MEr£ S 368 ` ♦� _os_ / / 4 `� • I R AlNI s •• ill s Awe/ �IEr NCqLL l / s RECOMMENDED SOIL EROSION AND II /h /2 sor �° Lor �\I & o+ S ° / r /7 2 SEDIMENT CONTROL MEASURES I � / 0.291 ACF �O`O / L/ ( 0636± sFilk cn`�' MEASURES SHOWN ARE TO DEFINE INTENT. ACTUAL MEASURES WILL BE IMPLEMENTED AS SITE CONDITIONS 0 I' / ��-------0. --, I / / 8 f AC I / r a WARRANT BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL NEEDED CONTROL MEASURES TO PREVENT - z 7 / / 8 z o z SOIL EROSION. Qy I I o \ I • \ r It Q N w�— im, 2 ' / l / �, ♦ O AFF_ opo~Nw�Z / �- 3 w I RIP-RAP CHECK DAM TYP. w 0 o g- GENERAL MEASURES: SAN. ft/ ..,l4 o I .�/ ti l 68.6/ , ( ) 1 4 w� NZH� 0 RIM, tiIH. / ( /Q, ' , 1 �• 0Eo,0ow 1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION SHALL BE MINIMIZED BY INV.W£ `3j5.6/1 I I I / o o_ STABILIZING DISTURBED AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE. INV NOR Hj 69 8 z t \ 3�p� / / ass ' coN:::: SAN MH. a 0 0 0 I ili) , co R1M,36 zaa0>oz ,IF 2. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF ♦ I I ° / wAsiii -� INVIN 5.57 w CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE —SAN `• l l / I 3s� ` lNV o0T(S��Ty>362 5 ESTABLISHED ON ALL EXPOSED SOILS. 8 pVC 0 ♦ _`, If 61.6 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL I ♦ ♦ o/ �� _ n A, ® N\ DISRUPTION. _ °L3'' 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE ♦ ° 8 AS ��� ' aicb AVOIDED. ♦_�[ / PARTICULAR MEASURES: SWPPP GRADING LINE (TYP.) i^ / ..., , 0.61 t AC sy 1 /P / �� � r:.� 1. IMMEDIATELY FOLLOWING COMPLETION OF ANY AND ALL OF THE PROPOSED STORM DRAIN INLETS, Fo / / � ` `o � .. ...Oto.y3.��'-�'';�� Z 0STORM DRAIN INLET PROTECTION SHALL BE CONSTRUCTED. I7 3ka •����•�•��, ••;i.,.� �} ,: o� v636+ tvi .odkop .•d � ,,•�,'c�; STABILIZED CONSTRUCTION ENTRANCE (TYP.) 0 2. DRAINAGE DITCH SEDIMENT FILTERS: UNTIL SUCH TIME AS FINAL SITE STABILIZATION IS A q� .• ..e.. • COMPLETED, DITCHES SHALL RECEIVE TREATMENT WITH STONE CHECK DAMS SO AS TO / ����- a.�!�EFFECTIVELY TRAP SEDIMENT AND MINIMIZE ITS RELEASE OFF-SITE. STONE CHECK DAMS SHALL BE ° 11D� / ��+�� CONSTRUCTED WITHIN EACH DITCH BEGINNING AT ITS DOWNSTREAM TERMINUS AND SHOULD NOT n/f I / FF w� 'y* �� ' ``''.1 BE PLACED AT INTERVALS EXCEEDING 20 FEET. Se//,'4/79e/0 Oi , 36 j 3. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON-SITE FOR PERIODS GREATER THAN /nsf. '2072�3ais I X L 7 45' , .+ IX l'i 14-DAYS SHALL BE STABILIZED BY SEEDING AND MULCHING. PROVIDE SILT FENCE EROSION I 007so as .0_, , L 0 CONTROL DOWNGRADIENT OF SOIL STOCKPILE AREA. I \ f ® �+ . Z 4. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY DITCH, STREAM, I I Z W 0 OR OTHER SURFACE WATER BODY. ° / �� O Z o _ . 5. PERMANENT VEGETATIVE COVER: IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION I 367 7G _ 366 �� — Z o V ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL I �__ 1.1\1 CC EXPOSED SOILS. o M � 5O o O 6. ALL HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM DAMAGE. ALL I , to / J r" �Q a oUNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED. I - - - - - I /� Iy�o° ZO z7. THE CONTRACTOR IS TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE SWPPP. / / mHWgO 8. WETLAND PROTECTION FENCE SHALL BE INSTALLED ALONG THE PERIMETER OF WETLANDS PRIOR I — — i'lP I \ 3G4 / �h ^,`°� w / I Q WTO THE START OF CONSTRUCTION. e \ Iw ` z CO N an/f \ L 0 / `nr Q w TBk1055Hp2s0 „ ' �/ 06 r SF L£A 1(...: • Z z z..... MAINTENANCE OF EROSION CONTROL MEASURES y 36 fGFF= �w , 0 N NTHE DEVELOPER/CONTRACTOR OR THEIR BUILDER SHALL INSPECT AND MAINTAIN ' ` 7 8± ACS 367.45' / NO�r ALVEs I W oCTHE INTEGRITY AND FUNCTION OF ALL TEMPORARY EROSION CONTROL MEASURES • _ _ I ' 1Q THROUGHOUT THE DURATION OF THE DEVELOPMENT PROCESS. TO ASSURE j�— s - A r. ZPROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOODC w �j w�. F — — — = 1 ► ' a/ 6s i � o CONDITION AND REINFORCED, EXTENDED, REPAIRED OR REPLACED AS NECESSARY. s -w s�iTa �illaI Q V'WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE-SEEDED AND PROTECTED FROM CL£ / II 1^�� 1 w�� EN w=� CL£ANO7v,FURTHER EROSION. ALL ACCUMULATED SEDIMENT SHALL BE REMOVED ANO �NOUr o S/8'jR �_ �” , .:, wV �� SEDIMENT CONTROL FENCE (TYP.) y CONTAINED IN APPROPRIATE SPOIL AREAS. WATER SHALL BE APPLIED TO NEWLY ALV£ '��'.'+ _ FENCE SHALL BE EXTENDED ACROSS ILI ��` ENTIRE LOT FRONTAGE UNTIL STABILIZEDQySEEDED AREAS AS NEEDED UNTIL GRASS COVER IS WELL ESTABLISHED. TO � ����� s �'EFFECTIVELY CONTROL WIND EROSION, WATER SHALL BE APPLIED TO ALL EXPOSED CAR- - �� 5Isj - CONSTRUCTION ENTRANCE/DRIVEWAY IS CC SOILS AS NECESSARY UNTIL GROUND COVER IS PERMANENTLY ESTABLISHED. /8 R z INSTALLED ON EACH PARCEL l C 0. n/f Q I peter LO ASPHALT DRIVE � F /ns t. #20170 35207 V FASEMEN UTILI)y W IW W Z i ig Q N 1 CI ig M 0 Z3z ° /��// 12 W Z — CO al 1 m° OI 0 _ W cri° ni W Wall] IXIii 2w1z °' z °Q� N W JEn- g' ] Q � — QQIf] o ��� 0 4 ii N EROSION & SEDIMENT CONTROL PLANzz N Jw 0 10 20 40 80 SCALE: 1"=20' IllikiL01 LEGEND PLANNING BOARD20200843 # EROSION & SILT FENCE Approved under authority of a resolution adopted SEDIMENT a INLET PROTECTION by the Planning Board of the City of CONTROL PLAN (Date) ..... CHECK DAM Saratoga Springs. PROJ. NO: 918.00 ESC 1(Chairperson) (Date Signed) SCALE: AS SHOWN I DATE: 11/9/2020 SHEET 6 OF 9 50' MIN. 6" #2 & #3 STONE MIN. / FILTER FABRIC MARAFI 100X OR APPROVED EQUAL PROFILE MOUNTABLE BERM EXISTING (OPTIONAL) PAVEMENT 36" MIN. FENCE POST, DRIVEN EXISTING MINIMUM 16" INTO GROUND GROUND 10'-0" O.C. MAX. SILT FENCE FABRIC (MIRAFI 100X) WOVEN WIRE FENCE (MIN. W/WOVEN WIRE FENCE (MIN. 14Y2 14Y2 GA W/MAX 6" MESH 10' GA W/MAX 6" MESH SPACING), SPACING) 50' MIN. EMBED FABRIC IN GROUND 6" MIN. 36" FENCE POST, DRIVEN Z MINIMUM 16" INTO GROUND n COMPACTED z iiiiiIMINIAii�'' UMI II �im'■' m�mmum 2 CONSTRUCTION MATERIALS �vv�v�v\y�v� $� 8 °w BACKFILL ■�■■■■■■■■■■■■■■ ■■■■■ //// /// // / o ■■■mug■■■■■■mumnimun■■ W W W 1 SLOPE OR LESS OR FUEL STORAGE \\\ \\\%\/\\//\\//\\//\� y - c� W UNDISTURBED GROUND CO ..::■■■■■■ W W W W W W W W SILT FENCE i i i i i i 12' 12' FLOW ■�■��:iii�i■ ■■■ i���%�%�%�%�%��a=�= ==ate MIN. �� �2.:�.::���■ \ \ \ \ \ . ` 8 MIN. Xeilft% 1 .,H ,ii - 10' -ii immikiNo _ NO M MI -III=III= = = _ �' W W W W W W W W W W W W - II III III III-III-III- . . . . . . . FILTER FABRIC, 171 PROVIDE CULVERT PIPE UNDER - 10'R =III I=I I=I 16" ENTRANCE TO CONVEY UPLAND - EMBED IN GROUND DRAINAGE AOBE III III III SOIL BACKFILL SLOW MIN. I 6" MINIMUM SLOPE H ✓s,.Wv' .,.s,.`rr w _) \,...„ PLAN VIEW �� 1 SLOPE SLOPE 6" OF 3-INCH �� MARAFI 100X PERSPECTIVE VIEW SILT FENCE STONE BEDDING FABRIC BEDDING CONTRACTOR SHALL REMOVE MATERIALS AND RESTORE SECTION ENTRANCE AREA, ESTABLISHING VEGETATIVE COVER. SLOPE LENGTH/FENCE LENGTH (FT) CONSTRUCTION SPECIFICATIONS: SLOPE STEEPNESS STANDARD REINFORCED SUPER 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 1. AREA CHOSEN FOR STORAGE OPERATIONS SHALL BE DRY AND STABLE. CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE <2% <50:1 300/1500 N/A N/A 2. MINIMUM DISTANCE TO A NATURAL WATER COURSE SHALL BE 50'. 1. STONE SIZE - USE #2 STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR 2-10% 50:1 TO 10:1 125/1000 250 2000 300 2500 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM HARDWOOD. / / 3. THE TOP SIX INCHES OF NATIVE MATERIAL SHALL BE REMOVED FROM LENGTH WOULD APPLY). 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 10-20% 10:1 TO 5:1 100/750 150/1000 200/1000 3. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF EACH MATERIAL/FUEL STORAGE AREA AND REPLACED WITH MARAFI 100X 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 20-33% 5:1 TO 3:1 60/500 80/750 100 1000 PILE.HAUPONECOMPLETION WITHOSOILEDSTOCKPILING, TOPSOIL GEOTEXTILEUSHEDFABRIC AND 6" INCHES OF CRUSHED STONE3.11BEDDING. / / SHALL BE STABILIZED SEED AND MULCH IF NOT TO BE CRUSHED STONE SHALL MEET NYSDOT ITEM NO. 623.11 SPECIFICATIONS. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 33-50% 3:1 TO 2:1 40/250 70/350 100/500 DISTURBED/UTILIZED WITHIN 14 DAYS. INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FOOD IF SINGLE ENTRANCE TO SITE. 4. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF STORAGE AREA. 5. FILTER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE >50% >2:1 20/125 30/175 50/250 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT FENCE. 1- 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER o Li SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. STANDARD SILT FENCE (SF) IS FABRIC ROLLS STAPLED TO 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT RUNOFF FROM STORAGE AREAS. REFER TO EROSION AND SEDIMENT }r a SLOPES WILL BE PERMITTED. WOODEN STAKES DRIVEN 16" IN THE GROUND. CLEAN RUNOFF FROM STOCKPILE AREAS. REFER TO EROSION CONTROL PLAN. z ao 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED REINFORCED SILT FENCE (RSF) IS FABRIC PLACED AGAINST AND SEDIMENT CONTROL PLAN. N a 11.10Z Z OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. EQUIVALENT. WELDED WIRE FABRIC WITH ANCHORED STEEL POSTS DRIVEN ' 3 w 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH 16" IN THE GROUND. Lw O O N`o z DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SUPER SILT FENCE (SSF) IS FABRIC PLACED AGAINST CHAIN SOIL STOCKPILE FUEL OR MATERIAL STORAGE AREA N o I-z z z o 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. "BULGES" DEVELOP IN THE SILT FENCE. LINK FENCE AS SUPPORT BACKING WITH POSTS DRIVEN 3' IN o~o w o o w THE GROUND. MATERIAL STORAGE & SOIL ,et...,„ _ STABILIZED STOCKPILE STABILIZATION DETAIL >ag (..-‘,1-*- CONSTRUCTION ENTRANCE SEDIMENT CONTROL FENCE S CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS \ 2 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS SCALE: NTS Z I X X X X X X X- O SOIL THAT WILL RETURN STOCKPILED OR EXPOSED FOR GREATER THAT 14 DAYS MUST BE STABILIZED BY SEED AND V MULCH, EROSION CONTROL BLANKET OR OTHER GEOTEXTILE MEASURES X CC OC 0 A' N f CONCRETE WASHOUT AREA 0 0 0 0 0 0 0 0 'X3't DEEP SPACING VARIES A H (FT) z - - DEPENDING ON - - SLOPE (FT/FT) • Z O �- SILT FENCE CHANNEL SLOPE Z W o FOUNDATION EXCAVATION Z 0 o STOCKPILE AREA X pi% 0 SILT FENCE CONCRETE WASHOUT AREA CREST >: o V 10'f - ( ) `iiia: A 24" MAX y Z i61 0 0 ° 10'X10'X3't DEEP MIN. �'``. �; SAME ELEVATION © CENTER O o /' SLOPE -fe41, H s > V o 0 o SIGN IDENTIFYING SITE CUTOFF TRENCH ••••:. LL ID AS A CONCRETE 18" WIDE X 6" DEEP Q r cs PAVED ROADWAY --- a z ° WASHOUT AREA A 0 O 0 0 TEMPORARY SEEDING AS PER BLUE BOOK TOE PROFILE ellH N g O oSTANDARDS ON PAGES 5.3 AND 5.29. NOT TO SCALE a - 10' WIDE GRAVEL z ENTRANCE FROM PAVED "'` _ a o w o FILTER FABRIC, MARAFI - 9' MIN N ROAD TO WASHOUT AREA 100X OR EQUAL GROUND LINE �1 5' w N o 10 MIL MIN. B MIN N Z• '. o o ° o PAVED ROADWAY POLY/PLASTIC 12" OF #1 OR #2 CRUSHED x '4"Gt� s'4 24" MAX • Z o CC LINER STONE FROM PAVED ROAD N� �4 [ 0 TO WASHOUT AREA :WA M •�� 1'-6.. CENTER Q Woc N � kw:Kim A' f SECTION A'-A' XI • 1� �O� 21 FILTER �� -DITCH BOTTOM o :14 PLAN FABRIC ' - CUTOFF TRENCH O,'L+ 6 I 0 X B DESIGN BOTTOM AP 00 ya SECTION A-A1 1 a iii CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING XNOT TO SCALE FILTER FABRIC 18 �0/ �' CC MIRAFI 180N FABRIC SECTION B-B ii O (1. 1. CONCRETE WASHOUT LOCATION SHALL BE A MINIMUM OF 50' 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, TYPICAL NOT TO SCALE Q H FROM SENSITIVE AREAS. STORM DRAINS OR DIRECTLY ONTO GROUND. SINGLE FAMILY 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. STRUCTURE V MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE 3. PLACE A SECURE NON-COLLAPSING, NON-WATER CONSTRUCTION SPECIFICATIONS: H CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND COLLECTING COVER OVER THE FACILITY PRIOR TO PREDICTED W W SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW. X1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES, AND LOCATIONS /A W BY WASHOUT OPERATIONS. (APPROX. 60 GAL. OF WATER/WASTE 4. REMOVE AND DISPOSE OF HARDENED CONCRETE AND SHOWN ON THE PLANS. �// OC PER TRUCK) RETURN THE STRUCTURE TO A FUNCTIONAL STATE. `� I 2. SET SPACING OF CHECK DAMS TO ASSURE THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM y 3. PLASTIC LINING MATERIAL SHALL BE 10 MIL(MINIMUM) POLY 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING L DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 08 OR DAMAGE AND REPAIR AS NECESSARY (RE-LINE THE WATER AND SEWER x 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND 0 SHEETING AND BE FREE OF HOLES, TEARS, OR OTHER DEFECTS ce STRUCTURE WITH NEW POLY SHEETING AFTER EACH SERVICES (TYP.) THE DAM. ' ii z 0 THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH 4. WASHOUT FACILITY MUST BE CLEANED OR NEW FACILITIES MUST CLEANING). BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS I STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT /�n// N w et W - � 75% FULL. POLY LINER TO BE CHANGED WHEN CONCRETE BUILDING SETBACK LINE SUBJECT TO DAMAGE OR BLOCKADE FROM DISPLACED STONE. O ad CO 0 ,07 WASHOUT AREA IS CLEANED. 6. MAXIMUM DRAINAGE AREA IS 2 ACRES. CI o]0 N r- .-- cn W CONCRETEWASHOUT AREA X 7. SEDIMENT BUILD-UP AND CHECK DAM SHALL BE REMOVED ONCE SITE STABILIZATION HAS OCCURRED ON j W N �] EACH INDIVIDUAL LOT. Z o w 1 4 BUILDING PERMIT AND Q SCALE: NTS NOTICE OF INTENT POSTING x STONE CHECK DAM DETAIL 411 z Z J 10" MIN. CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 0 N ASPHALT Z 4 0 SILT FENCE SHALL BE INSTALLED DRIVEWAY a Z N DOWN GRADE OF ALL DISTURBED co > W AREA APPROXIMATELY 5-10' BEHIND 11' TYP. THE EDGE OF THE PAVEMENT WHERE LOTS DRAIN TOWARD THE ROADWAY TO REDUCE THE AMOUNT EDGE o RIGHT-OF-WAY/PROPERTY LINE t"' ') OF SEDIMENT THAT ENTERS THE 0 �, ><o ROADWAY. A VEGETATIVE FILTER STRIP TO BE IMMEDIATELY PLANTED 11:11111111) AND MAINTAINED BETWEEN THE SILT FENCE AND THE PAVEMENT. SILT FENCE SHALL BE MAINTAINED ; ) THROUGHOUT LOT CONSTRUCTION STABILIZED - UNTIL A PERMANENT STAND OF CONSTRUCTION Iltd x VEGETATION IS ESTABLISHED. ENTRANC' X o X X X 1 . . . . • PLANNING BOARD # 20200843 EROSION & / - TYPICAL LOT LAYOUT & EROSION CONTROL Approved under authority of a resolution adopted SEDIMENT 5 SCALE: NTS (Date) by the Planning Board of the City of CONTROL DETAILS \ Saratoga Springs. PROJ. NO: 918.00 (Chairperson) (Date Signed) SCALE: AS SHOWN D T- 1 DATE: 11/9/2020 SHEET 7 OF 9 EXISTING SEWER MAIN: SAWCUT LINE ORIGINAL ASPHALT TAPPING SADDLE TO BE 12" APPROVED BY D.P.W. ME i-- ADAPTOR FITTING IF REQ'D .-- PROPERTY LINE, R.O.W. OR WEARING COURSE(S) IN PVMT—Wrt- IN TURF EASEMENT LIMIT BASE COURSE 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH NEW SEWER MAIN CONSTURCTION: -, ' 45' OR 30' BEND \ rSEE NOTE 3 45° OR 60' WYE OR AS REQ'D END CAP FOR FUTURE ( ) i \/, „ , ,/ "i v ��������� BORROW: WELL GRADED INORGANIC GRANULAR TEE/WYE TO BE APPROVED CONNECTION 'm.'`' w..e..e..e..e..•' \ \ \ \ \ SOILS AND/OR ROCK, MAX 1-1 2 SIZE, NOT BY D.P.W. ,�L�w�L�L�L�L���// // // // // / / /ftlIwirm] 2"x4"x24" PRESSURE TREATED SET PAVEMENT w:040404040 o%\ \ \ \// MORE THAN 20% BY WEIGHT PASSING #200 PLUMB AT END OF LATERAL FLAGGED s`XziX is..e..e..e...e. SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE STRUCTURAL \ \""� .S IffIgI a/\/\/\/\/ VIBRATORY COMPACTOR WITH 12" LIFTS) WITH FLUORESCENT COLORED SURVEYSECTION )�� • •.�.•.•. CAMPBELL FOUNDRY COMPANY �•�•��/\/\/\/\ NO. 1009 OR EQUAL �� RIBBON FOR EASY IDENTIFICATION A.O.B.E. N _,I�I�,I�I„ \ SEWER MAIN o4•4 4,0=04.44/\\/\\/\\/ TRENCH WALLS LAID BACK PER OSHA LATERAL ON PRIVATE PROPERTY i � ���s� ?� �� / REQUIREMENTS OR SHEETING A.O.B.E. FINISH GRADE-MATERIAL VARIES MIN. SCH. 40 PVC If BUILDING SEWER ! 111— SUBBASE COURSE , i ..- LATERAL 6" MIN. — PIPE ZONE BACKFILL - GRADATION SHALL BE: SDR 35 PVC (SEE NOTE 4) 12 MIN. III—III- I I IIIIIII-I 1I "WELL GRADED SAND WITH 3/4" MAX. PARTICLE 1 1 III- SIZE AND NOT MORE THAN 10% PASSING #200 m7II CITY PROPERTY PRIVATE PROPERTY ORIGINAL SUBBASE SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) I ] ' �•. III . _ III-III (- PLAN COURSE e-l:t. III_ IIIIII II— CONCRETE BRICK UNDER • 0mi'vi� moi . PIPE ZONE BEDDING - FOUNDATION STONE TO ENTIRE PERIMETER �lit : \ ,• CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02 ``` REMOVABLE WATERTIGHT OUTSIDE CROWN •�� �' �. �• EXISTING AND/OR FINISHED GRADE / 3" ± REVEAL 4:00-,•-•-` ',A PLUG OR CAP >/iv\\,/ >.1��:��;a��\.< ��. \��,.' &<. '\i� , ��:�, \/,A,, \/ .\/./.\>/ 10 ,> \< V i'• � -� 1 T ern *, i.. •1 2.2� s 1'eae1. PIPE SPRINGLINE �� o ,, Q /� , w� w; UNDISTURBED SUBGRADE OR EXTRA FOUNDATION • � q ' t j STONE A.O.B.E. �� 2'x4"x24" PRESSURE TREATED STAKE • :� �, -.4:,_ •VI�, - BOTTOM O.D. 7 .�4?- 4� ': SLOPE: 2.0% MIN. (1/4" :•� � ai• � •• � : e! 0 � l z PER FOOT) TO 10% MAX. i ��m irt��'e�� � • • . - o ,�� �i � � ai. � .:� 4"-SHORT RADIUS BEND Ii11I a INA= 1- I.D. + 3' MAX. - 'Y' BRANCH WITH m I PIPE BEDDING AS REQUIRED NOTES: 4" LATERAL `V 44!<,`•,, % 1. STREET OPENING PERMIT IS REQUIRED. WATERTIGHT JOINT FOR PLUG, T ', I/. UNDISTURBED SUBGRADE CAP OR ADDITIONAL PIPING 'u lli :-- i "mi ii�iiEiiEiiEiiEiiEiiEiiEii�ii..-.. � 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 Alii=lll=1' 4r .`ll,l' - SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE 1=u W- - OR - SEWER MAIN OR 1 T1u - 45° OR 30° BED AS REQUIRED - SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. 6" SEWER LATERAL Ii - GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. nlui ,i17,117,iiiiaelleT- SECTION 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 FLOW DIRECTION o Li NOTES: 1-3/4" SIEVE - PASS 95-100% BY WEIGHT In> • a}r 1. THE SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNERS RESPONSIBILITY. z o 0 3/4" SIEVE - PASS 60-75% BY WEIGHT L : w z 2. CONNECTION TO THE PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. _ N x tx 1/4" SIEVE - PASS 25-45% BY WEIGHT PIPE BEDDING =Q w 3. A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. - (x I-N 3 w 4. ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. #40 SIEVE - PASS 10-25% BY WEIGHT 11=111— o 0 0 o z 5. BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED. #100 SIEVE - PASS 3-12% BY WEIGHT 111=111-111=11 COMPACTED SUBGRADE N4 zo~z z z z SANITARY SEWER X11 ��� 1�I- o~Zwoow 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. ~- SOLID CONCRETE BLOCK i-t 2 a U D W D U g U z SERVICE CONNECTIONS TYPICAL PIPE TRENCH DETAILC TYPICAL CLEAN OUT ,aa�>ag 1 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS \ 2 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. / SCALE: NTS TREE BELT FINISHED GRADE FINISHED GRADE Z O CURB SEE SIDEWALK t ROADWAY NOTE \/\/\/\/\/\/\/\/\/\�\/\/\//\// / / / / / /\/\�\/\/\/\/\/\/� V �, 'i.,. . . . . . . .• 1% z 9 - SEWERMAIN �1 CC 1 . 4 �www���www�‘�w A - CURB BOX o MUELLER 5'6" MODEL H-10314 (IN TURF) I � O 5 CORPORATION STOP WITH MODEL H-10334 (IN CONCRETE WALK) `n FULL LENGTH OF PIPE CENTERED ON SEWER LINE >. z N COMPRESSION FITTING Z SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE A' A» W Z ID MUELLER H-15008 3/4" 5 CURB STOP m � Z z e 0 In OR 1" - SIZE AS REQUIRED o MUELLER ORISEAL MODEL H-15209 COMPRESSION S 8 J In MODEL H-15219 (W/ DRAIN) r Z o V SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE ycc ` ��� TEMPORARY CAP OR PLUG ( AS NECESSARY) to - WATER LINE / ` Z o 0 U ti: 3/4" MIN. SIZE TYPE K COPPER a of c� �1 — SANITARY SEWER 0 O ' PIPE OR SIZE AS REQUIRED WATERMAIN O U zCO 0 q 18 0- �I OR STORM SEWER m F N EMI SOLID CONC. BEARING I a Cr `'' WATER MAIN 3/4" OR 1" COPPER BLOCK OR C.I. FOOT Cl) N 8 a TUBING (TYPE K) ( N Z (SIZE AS REQUIRED) � 0 NN NOTES: SEE W E S BEL W E ,—C E o Z zCC 1. LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS W N PRESENT INSTALL CURB BOX AT PROPERTY LINE. NOTES: 1. REFERENCE - TEN STATE STANDARDS PIPE JOINTS TO BE EQUIDISTANT FROM O 2. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE POINT OF CROSSING FOR BOTH WATER H TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN AND SEWER PIPES. CA q COPPER WATER SERVICE PIPING DETAIL UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP a W 4 OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION \ CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 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 IMPOSSIBLEO 0. TO PROVED THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER lig PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. F v INSTALLATION OF WATER MAIN AT y W CROSSING WITH SANITARY OR STORM SEWER w 1- 5 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 0U Z Dz O .1 CI I- — W (7'Cni W WcuL] w H.ZIX 1- ILI W1Z- m z °Q. N W JO] Q Z — Q Q 0 � 7 N Z z N > J W 411111 PLANNING BOARD # 20200843 SANITARY SEWER & Approved under authority of a resolution adopted WATER SYSTEM by the Planning Board of the City of DETAILS (Date) Saratoga Springs. PROJ. NO: 918.00 (Chairperson) (Date Signed) SCALE: AS SHOWN D T— Z DATE: 1 1/9/2020 SHEET 8 OF 9 TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 HMA., 80 SERIES /' COMPACTION - BINDER COURSE - NYSDOT ITEM ' 402.198902-19F9 HMA., 80 SERIES TACK COAT - NYSDOT ITEM - -,..---'� COMPACTION PG BINDER (LIQUID PAVEMENT TOP BINDER GRAVEL ESAL 407.0102 DILUTED TACK ASPHALT) GRADE SHALL BE PG-64-22 TYPE COURSE COURSE COURSE LEVEL COAT SUBBASE COURSE TYPE 2 PER NYSDOT PARKING <0.3 `�� LOT 1-1/2" 2" 8-10" MILLION 20't ----- SPECS SECTION 304 (INCREASE 6" FOR TEMPORARY PAVEMENT AREA TYPE 4 PER NYSDOT SPECS SECTION STANDARD <30 EDGE FOR _ _ _ _ _ _ __ 304) COMPACTED TO 95% PROCTOR ROADWAY 1-1/2" 3" 12" MILLION TO BE REPLACED WHEN ROAD '...._.,�— FUTURE SAWCUT =III—III= I—III—III—III—III—III—III—III SURFACE IS EXTENED I IIII-III III—III—III-III-III-III III III-I I HEAVILY CONSTRUCTION FABRIC, AMOCO TRAVELED / 2" *4" 12" <30 NATURAL TAPER _---- WEARING COURSE STYLE 2006 OR APPROVED EQUAL TRUCK MILLION INSTALLED IN ACCORDANCE WITH LOADING - BINDER COURSE SUBGRADE - COMPACTED TO -oitimmg• virxnsTrC.a� SECTION 207 NYSDOT STANDARD *BINDER . X11 :�.0 I;��-�:� ��i� 90% STANDARD PROCTOR SPECIFICATIONS TO BE PLACED IN 2-2" LIFTS WITH TACK COAT BETWEEN. '.--.-� .L ���� �� ����I� �=�.����:� =���o� - GRAVEL BASE COURSE NOTES: 'xii\\�i �i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/ii 1. THICKNESS OF ALL COURSES SHOWN ON THE DRAWINGS ARE COMPACTED THICKNESSES. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND \\�j\\j\\j\\j\\j\\j\\j\\j\\j\\\j\\\j\\\j\\j\j\j\j\j\j\j\j\j\j\j\j\j\j\\j\\j\\j\\j\\//' SUB-BASE COURSE 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. \ \\ \\ \\ \\ \\ \\ \\ \\j\jj /�/�\�^ " � A\;A\�A/Xjamj�\�"\�A\"\A ' �`��`/ \.\\�/\�/\�/\�/\�/\�/\�/\/\//\/i' 2. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 3. ALL MATERIALS SHALL CONFORM TO NYSDOT, SECTION 400 AND SECTION 300. BITUMINOUS PAVEMENT TERMINATION 4. CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SECTION 401-3. 5. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. 5. IF SUBGRADE IS UNSUITABLE FOR SUBBASE INSTALLATION AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER INDICATING PROPOSED CORRECTIVE EXISTING NEW _ MEASURES (E.G., FILTER FABRIC, UNDERDRAINS, ADDITIONAL GRAVEL, ETC.). PAVEMENT CONSTRUCTION 6. CURBS SHALL BE FORMED INTEGRALLY WITH BINDER COURSE AND TOP COURSE. 7. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN PAVEMENT COURSES IF MORE THAN 48 HOURS HAS ELAPSED BETWEEN PLACEMENT OF COURSES. TACK COAT WHEN USED SHALL BE APPLIED PER --- - I: NYSDOT SECTION 407-2 AT APPLICATION RATE OF 0.05-0.1 GAL/SQ.YD. SAWCUT DEPTH OF 8. ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL PAY FOR ALL TESTING. PAVEMENT & TACK COAT ALL SURFACES 9. IF MORE THAN 30 DAYS WILL ELAPSE BETWEEN PAVING OF BINDER COURSE PAVEMENT AND TOP COURSE PAVEMENT, ALL SANITARY SEWER AND STORM SEWER FRAME SETS AND VALVE BOXES SHALL BE PRIOR TO PAVING SET AT THE BINDER COURSE ELEV. AND SHALL BE RAISED AT THE TIME OF APPLICATION OF THE TOP COURSE PAVING. 10. ALL FILL TO CONSTRUCT TO SUBGRADE ELEVATIONS SHALL BE COMPACTED TO 95% PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. PAVEMENT SAWCUT = 11. IN PARKING LOT: FILL AREAS- BACKFILL WITH CLEAN SAND AND GRAVEL COMPACTED IN 12" LOOSE LIFTS UP TO 24" BELOW SUBBASE. THEN COMPACT IN 8" LOOSE LIFTS TO REQUIRED SUBBASE. SAND PAVEMENT TERMINATION cn ct a AND GRAVEL TO BE WELL GRADED WITH NO MATERIAL LARGER THEN 3" AND LESS THEN 10% FINER THEN THE #200 SIEVE, COMPACTION TO BE 95% STANDARD PROCTOR DENSITY, MEASURED AT EACH z a LIFT. PROVIDE SIEVE TEST OF FILL MATERIAL FOR APPROVAL PRIOR TO USE. PROVIDE COMPACTION RESULTS DEMONSTRATING CONFORMITY. SUITABLE NATIVE MATERIAL SHALL BE PERMITTED IN FILL AREAS N =� AS AN ALTERNATE TO THE MATERIAL SPECIFIED ABOVE SUBJECT TO DESIGN AND CITY ENGINEERS REVIEW AND APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GEOTECHNICAL ANALYSIS TO AND SAVVC UT DETAIL L Q~�'� DETERMINE THE SUITABILITY OF THE NATIVE MATERIAL AS ROAD FILL TO THE SATISFACTION OF THE DESIGN AND CITY ENGINEER. o o N ix 2 w 0-0-_,-4(0 N Z H H i'n \ ASPHALT PAVEMENT DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. o�Zwoow ~�op~ate w 0 U g U Z Z t o oo o O Z \ / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. a a g Z SCARIFY AND REMOVE EXISTING 0 PAVEMENT EQUIVALENT TO PROPOSED ‘\ ;� TOP COURSE THICKNESS NEW PAVEMENT \,\ _ _� V -� s-- , FOR GRADE SEE PLAN / MATCH EXISTING SUBBASE, SAW CUT �+ '\ k CC IF GREATER THAN EXIST. SAWCUT EXISTING ��� HOSE W PROPOSED SECTION PAVEMENT PAVEMENT & TACK 0 1-(1) '^ COAT ALL EXISTING WRAP: WATERPROOF N V/ CONTRACTOR TO (VIF) 12" SEE PAVEMENT SECTION- TREE WRAP - APPLY - ; - 3 SURFACES a1.1 11.1 IN 4" WIDE STRIPS •• I i,i, Z W r ILL hIIP(llj�llll.11l Z . O \\\\ \ \\\\\\\\\\\\\\\\\\\ , MULCH - 3" MIN. r - WIRE NO. 10 GAUGE al��'I :ll,lll,ul:ul:ll:11' 0 V 1111IL117r ; II'i�llllilldliii CO) o / / //// SAUCER ,110 - STAKES 2"-2Y2"� OR SQ., 8' Il "+il,l ��'li.ii:ldil,ll,lliIIi ` 0Z .11 CC 1I61I,1 ,,, � lu 111111•u m o �� Q�J �J��J LONG. USE 3 STAKES FOR �I•I:Il.l.11, W '� "11'" RUBBER HOSE o FINISHED GRADE I ��l.11, , llllllll:l.11l.11.l.11 > O LL (��/�)(��/�)(��/�)(��/�) (��/�) OVER 2' CAL. 2 STAKES FOR ''I 1111�I11:LI,IL:1�I i.Lu"" FRICTION GUARD 0 z ` L / L / L / L / L /-�' --Bunn IIIIIIWnmmnllllllunmmnnllllllllllllllllllln B Bum, 2" CAL. & UNDER. I,I ' �� I Il• f,,II•�J,II J a of o �/ �/ �/ �/ �/ III _ 1111'1.1,,,, !!ll�iil�3 GUY TYPE 'B': a z • AMENDED TOPSOIL MIXTURE IN THE _ "'- l ++w++iiu II�j ';111111111!•" 0 i FOLLOWING RATIOS BY VOLUME: _ ( ����v �D����� DO4 III llllllllll #12 WIRE-NEW 0 N z 0 0 0 0 0 0-Aril" ...N c:2; —1 I; II! fl 111'' GALV. ANNEALED w g 20 PARTS TOPSOIL -III - �QQQ��QQ��Q�Q��� -III- RUBBER HOSE " 11:1,1 ,�-�ijpl; � ��,• „��dbld � q o a O ,����� . 4 PARTS PEAT MOSS ••.--------� III= FRICTION GUARD II U.I��I���,l \ ,� II 03"X8' CEDAR OR P.T. ' DG o ct Z ���/// ���///���/// 2 PARTS PEAT HUMUS -III I=III= III" w • +, („ STAKE, 2 OPPOSITE. N o III iii m' m m • III— ! III 0 C I1 1 PART FERTILIZER (10-6-4) _ „III �00� „Ii III v I= =III—III=III—III= EII ll.l:lll:l.l:ui i• w Z I—III—III—III—III— 1-111 Alm—�_�—�_�_ GUY TYPE 'A': I.II.I,I I+' ,,11:11:1.1.11 I� 3" HARDWOOD MULCH N 10 UNDISTURBED SUBGRADE — \, #12II I� �I" ® 1111' 3" SAUCER • z Z N WIRE-NEW, GALV. �I �� �" CC 20' MIN. I 1 ANNEALED, 3 EQUALLY 1 .11111, � �''� 1111111.1 11n Z - 2X4 CEDAR W p� co-n � Q SPACED W/SURVEYORS 12" II OR P.T. STAKE W % Z STANDARD TRANSITION NOTES: FLAGGING TAPE J J 12" a 111 w -_+ 11-, 1. MAJOR TREES (STREET & SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) -III-1 11III= (' C3 2. MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H. • 11111111= 1� 11111111111 C9 �j SCALE: NTS 3. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES. 111 - �I �� . . = 111 /7 IM H `� 4. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED -III - ••. a HE Cl) BY THE CITY OF SARATOGA SPRINGS: III—I= _ II AMENDED TOPSOIL 1=111 = •. ::•. • • w. a A. BOTANICAL NAME -III-1= . . • •• , . •111CI- -111 •• _ 1 CC B. COMMON NAME - ` _11_ UNDISTURBED SUBGRADEco U. C. TOTAL QUANTITY 12" -III=III '1111111111111111111111 ' D. HEIGHT OR TRUNK DIAMETER 111,,, 1=111=111=111911-111-111-117,,, , 1111 - - - -�i1111= 04 p a E. SPACING i , EVERGREEN TREE PLANTING DETAIL no 4 DECIDUOUS TREE PLANTING DETAIL 5 W W CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS \\\„/// SCALE: NTS Cl) F ce Z3 z ° W W - IT CI � — W cr'Cni W Wall] Z1- W 1 z m z °Q. N2 W JO] 0 4 ii N Z z N > J W 11111i.L.1 PLANNING BOARD # 20200843 MISCELLANEOUS Approved under authority of a resolution adopted SITE DETAILS by the Planning Board of the City of (Date) Saratoga Springs. PROJ. NO: 918.00 (Chairperson) (Date Signed) SCALE: AS SHOWN DT— 3 DATE: 11/9/2020 SHEET 9 OF 9