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Home My WebLink About20210355 DePaulo Final Subdivision Application **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** tr�451rrwtwq 1.N .5*,.5,; (Application#) CITY OF SARATOGA SPRINGS PLANNING BOARD µ .- . ;-f (Date received) CITY HALL-474 BROADWAY ;1 ! SARATOGA SPRINGS, NEW YORK 12866-2296 ' coPORaiED `91y• TEL:518-587-3550 X2533 www.sanstoga-springs.org (Protect Me) e) APPLICATION FOR: Check if PH Required n PRELIMINARY 11,2 FINAL SUBDIVISION Staff Review Property Address/Location: 1425 Jackson Street&Adams Street, Saratoga Springs, NY 12866 Tax Parcel#: 179.29-2-1 , 179.29-2-2, AlleyZoning District:U R2 (for example: 165.52-4-37) []RR/SRI -Conservation Subdivision Checklist Required Total Acres: 0.94+0.05 Alley = 0.99 Land to be Subdivided Into: 6 Lots APPLICANT(S)* OWNERS)(If not applicant) ATTORNEYIAGENT Name David DePaulo Lansing Engineering Address 228 Church Street,Saratoga Springs,NY 12866 2452 State Route 9,Suite301,Malta,NY 12020 Phone 518-312-8874 518-899-5243 Email dave@bellahomebuildersinc.com ysI@Iansingengineering.com Identify primary contact person: 0 Applicant 0 Owner IN Agent *An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Has a previous application been filed with PB for this property? NO la YES I7 If YES,include Application TYPE Preliminary Subdivision and DATE:7/14/20 Does any City officer, Does any City officer,employee or family member thereof have a financial interest(as defined by General Municipal Law Section 809)in this application? YES_NO x . If YES, a statement disclosing the name, residence, nature and extent of this interest must be filed with this application. 1,the undersigned owner or purchaser under contract for the property, hereby request Subdivision consideration by the Planning Board for the identified property above. l agree to meet all requirements under the Subdivision Regulations for the City of Saratoga Springs. Furthermore, I hereby authorize members of the Planning Board and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Applicant Signature: Date: 4/14/21 If applicant is not current owner, owner must also sign. Owner Signature: Date: _ Application Fee: Make checks payable to the"Commissioner of FinanceTM. REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. Revised 112021 Check Citv's website(www.saratoaa-sorinas.oral for meetina dates. G:1 CITY OF SARATOGA SPRINGS • r. PLANNING BOARD �;k CITY HALL-474 BROADWAY ti SARATOGA SPRINGS,NEW YORK/28662296 • 4ggTEL:518-587-3550 X2533 ' "'"ORATED X44) www.saratoga-spnngs.org PRELIMINARY/FINAL SUBDMSION APPROVAL REQUIRED SUBMITTAL CHECIa1ST Checklist Prepared By: Lansing Engineering Date: 4/14/2021 Listed below are the minimum submittal requirements as set forth in The City of Saratoga Springs' Subdivision Regulations. The Planning Board reserves the right to request additional information,as necessary,to support an application. The Board also reserves the right to reject the application if these minimum requirements are not met. Please complete the checklist below and provide with your submission. REQUIRED ITEMS: *3 hard copies (1 w/original signature), 1 digital copy of ALL materials and Fee are required. CHECK EACH ITEM I. Completed Subdivision Application ® 1 a. Conservation Subdivision Checklist if required 2. SEQR Environmental Assessment Form-short or long form as required by action. 3. Set of plans including: (2)large scale plans(sheets must be 24"x 36",drawn to a scale of not more than I"=50 feet). One digital version of all submittal items(pdf)shall be provided. 4. Basic or Full Storm Water Pollution Prevention Plan as required per City Code Chapter 242. 5. Copy of signed DPW water connection agreement for all projects involving new water connections to the City system 6. Engineering Report for Water and Sanitary 7. Complete Streets Checklist 8, Project Cost Estimate-Quantities of work items and estimate of costs REQUIRED ITEMS ON SUBDMSION PLAT,AS APPLICABLE: I. Name of Subdivision 3. Property line survey prepared by a licensed land surveyor. Subdivision plat must reference such survey ✓] with all corners set and marked on plan. Reference NGVD 1929 datum. A copy of the original property survey must also be included. 4. North arrow and map scale City of Saratoga Springs subdivision Checklist 1 ❑ 5. Parcel tax map number 6. Site location map ❑] 7. Site vicinity map(all features within 300 feet of property) 8. Identification of current zoning with corresponding area requirements 9. Building setback lines,either listed or shown on plans 10. Title block with subdivision name; name and address of applicant;and name and address of property owner(if different) ❑ I I. Name, address and phone number of subdivision surveyor and/or engineer ❑ 12. Names of all adjacent property owners within 300 feet(include both sides of street) 111 13. Identification of size, elevations, material, and slopes of all existing and proposed utilities within 400 ft of site. 14. Parcel street address(existing and any proposed postal addresses) Yes No N/A 15. Identification of existing or proposed easements, covenants or legal rights-of-way on this property ll ❑ ❑ ❑ ❑ 16. References to all prior variances or special use permits ▪ ❑ ❑ 17. Existing and proposed contours and spot grades(at 2 foot intervals) ❑ ❑ ❑� 18. Identification of all watercourses, designated State wetlands, buffers, Federal wetlands, floodplain, rock outcroppings,etc. z ❑ ❑ 19. Identification of all existing or proposed sidewalks or pedestrian paths (show type, size and condition of existing sidewalks) ri ❑ ❑ 20. Location, design specifications and construction material for all proposed site improvements (drains, culverts, retaining walls, berms,fences, etc.) 111 ❑ ❑ 21. Location and distance to fire hydrant z ❑ ❑ 22. Erosion and sediment control plan—including designated concrete truck washout area ❑ ❑ 23. Approximate location,dimensions and areas for proposed lots and proposed public recreational land 111111 24. Proposal for utility systems and lateral connections ❑ ❑ ❑ 25. Location and width of proposed streets City of Saratoga Springs Subdivision Checklist 2 2.021 LAND USE BOARD FEE WORKSHEET OPED Fees Type 2021 Fee Application to Zoning Board of Appeals[1][2] TOTAL #VARIANCE Use Variance $1100+$50/app Area Variance-Residential $275/var+$50/app+$125 each add'I variance Area Variance-Multi-Family,Comm,Mixed-Use $660/var+$50/app+$200 eac h add'I variance Interpretations $550+$50/app Post-Work Appl[cation Fee Add 50%App fee+$50/app Variance extensions 50%ofAppfee+$50/app Application to Design Review Commission[1] TOTAL fISTRUCTURE Demolition _ $385 Residential Structures Principal $55 Accessory $55 Extension $35 Modification $55 Multi-Family,Comm,Mixed-Use Structures Sketch $165 Principal $550 Extension $200 Modification $330 Multi-Family,Comm,Mixed-Use Accessory,Signs,Awnings _ Principal $140 Extension $75 Modification $140 Post-Work Application Fee Add 50%App fee Application to Planning Board[1] TOTAL BSTRUCTURE Special Use Permit[2[ $990+$50/app Special Use Permit-extension $330 Special UsePermit-modification[2] $450+$50/app Site Plan Review-incl.PUD: Sketch Plan $330 Residential $330+$200/unit Residential-extension $200 Residential-modification $400 Non-residential $660+$130/1000sf Non-Residential-extension $300 Non-Residential-modification $650 Subdivision-incl.PUD: TOTAL (ROTS Sketch Plan $330 Preliminary Approval[2] Residential:1-5 lots $660+$50/app Residential:6-10 lots $990+$50/app Residential:11-20 lots $1320+$50/app Residential:21+lots $1650+50/app Residential-extension $330 Final Approval[2] Residential 2420 6 $1320+$175/lot+$50/app Non-Residential $2000/lot+$50/app Final Approval Modification[21 Residential $330+$50/app Non-Residential $550+$50/app Final Approval Extension Residential $135 Non-Residential $330 Other: TOTAL fiLOT/ACRE Post-Work Application Fee Add 50%App fee Lot Line Adjustment -$350 Letter of Credit-modification or extension $440 Letter of Credit-collection up to 1%ofLoC Recreation Fee $2000/lotorunit Land Disturbance $660+$55/acre SEORA EIS Review(Draft&Rnal) TBD Legal Noticing if PB requires Public Hearing $50/aPP [1]Fees are based on per structure,except where noted. $2,420.00 TOTAL DUE [2] Legal ad required;Includes City processing and publishing ForAdmfnlstratlueUse Total Paid at Intake Revised Fee Balance Due JJ Balance Paid Staff approval_ CRESCENT STREET RESIDENTIAL DEVELOPMENT 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 "EXISTING CONDITIONS CRESCENT STREET SUBDIVISION BELLA HOME BUILDERS", DATED 01-15-19. 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. c q' s y c 3. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS. ` , •s a y 29 n 4 t 5th Ave 4. SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO VERIFICATION BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. ' spiv St Phial sr 5. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE N.Y. (1-800-962-7962) FOR VERIFICATION OF THE LOCATION OF Tipton Ln UNDERGROUND UTILITIES AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION. C° Mason 4ve Park 6. ALL KNOWN UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SITE HAVE BEEN SHOWN ON THE PLANS. „� �'+ �� t dr Fasig Ln c 9P st 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE EXISTING UTILITIES. it. art 'tow•11 S8. ALL UTILITIESr SHEET LIST TABLE 03 9. CONTRACTOR SHALLGED OBTA N ORDISTURBED REQUIRED PERMITS FOR WORK WITHIN BY THE WORK OF THISCONTRACT PUBL CL L R GHTSE OF WAYBE RPLACEDI N ASKIREQUIRED BY BY THEND OTHE RMUNICIPALITY AND ALL PERMITS ACTOR. f n,n�Ave�'y Li" SHEET NUMBER SHEET DESIGNATION SHEET DESCRIPTION REQUIRED FOR UTILITY WORK ON-SITE FROM THE CITY. S I TE LO C A TI 0 N 1 COV-1 COVER SHEET 2 S-1 SUBDIVISION PLAN 10. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK ON-SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. y ,; ve lle tiC d Un Sarato v trace Course 3 ED-1 EXISTING CONDITIONS & DEMO PLAN 11. THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE OF, OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER, THESt 4 sig 'A l 9P 4 LMG-1 LAYOUT MATERIALS & GRADING PLAN OWNER AND THE MUNICIPALITY. . ,� 5 PP-1 PLAN & PROFILE OFFSITE WATER 12. ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS OR AS ORDERED BY ENGINEER. 3 6 ESC-1 EROSION & SEDIMENT CONTROL PLAN:St a p �, 7 DT-1 EROSION & SEDIMENT CONTROL DETAILS rr rz 13. THE CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION REQUIREMENTS OF ALL AGENCIES, AND PHASE WORK ACCORDINGLY. 0 Nkm r ro :. ngirtst 8 DT-2 SANITARY SEWER DETAILS w 0 - Worth ', '" 9 DT-3 WATER SYSTEM DETAILS =Q •it 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. `'� , .. F 3 w ysr t G•ewnridge N r 10 DT-4 MISCELLANEOUS SITE DETAILS 00 0 o`"o 15. FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION. Cemetery 0 o zw €� SteetieS O�ZwOOw E_ ZZZZ 16. PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL COMPLETION OF Vt i w o i<COM<c� 1-rr�DQaZ WORK. A tryQ 1- o o O cn 17. CONTRACTORS OPERATIONS ON SITE WHICH SHALL INCLUDE BUT NOT BE LIMITED TO DUST CONTROL, MATERIAL HAULING, FIRE PROTECTION, EROSION r J CONTROL, ETC. SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS REQUIREMENTS. 9 t o. (-------18. LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK; IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND %. e. PROTECTION DURING EARTHWORK OPERATIONS. f. Furlow St G`eGridley St 19. THE CONTRACTOR SHALL COORDINATE MAINTENANCE AND PROTECTION OF TRAFFIC WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY W ha$Of DEPARTMENT OF PUBLIC WORKS. ALL MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. Horses ALL NECESSARY SIGNAGE SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION'S MANUAL OF UNIFORM TRAFFIC 4 Crescent St SITE STATISTICS: CONTROL DEVICES. 4y 7 Q- 4 Z 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY WORK EASEMENTS THAT MAY BE REQUIRED FOR EXCAVATION AND ASSOCIATED DISTURBANCE * y TAX PARCEL ID PARCEL 1 - 179.29-2-1 OUTSIDE OF THE RIGHT-OF-WAY ON ADJACENT PRIVATE LANDS. Cv om. ? 2, PARCEL 2 - 179.29-2-2 0 `� ; Nr St PARCEL 3 - CITY OF SARATOGA SPRINGS ALLEY _ 21. ALL WATERMAIN AND WATER SERVICE MATERIALS SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS STANDARDS AND APPLICABLE AWWA STANDARDS. v+ I < PARCEL AREA PARCEL 1 - 0.66± AC 22. WATERMAINS, WATER SERVICES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATERMAINS, E gtoadw'ai PARCEL 2 - 0.28± AC 0 C-651-14, WITH THE EXCEPTION OF SECTION 5.1, TABLET METHOD. FINAL FLUSHING OF THE HEAVILY CHLORINATED WATER GENERATED FROM THE PARCEL 3 - 0.05± AC WATERMAIN DISINFECTION PROCESS SHALL BE NEUTRALIZED AND DISPOSED OF IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATERMAINS, TOTAL AREA - 0.99± AC CCC-651-14. saratoga Casino and Raceway 4/1 Mane St ZONING - UR-2 URBAN RESIDENTIAL 2 23. WATERMAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH SECTION 4 OF THE AWWA C-600 LATEST EDITION. W sAkey Lr. I Z (n 0 X$ MINIMUM AREA REQUIREMENTS MINIMUM LOT SIZE - 6,600 SF LJ 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COORDINATE ANY REQUIRED BRACING OR RELOCATION OF ANY UTILITY POLE OR STRUCTURE WITH THE ID3t No, MINIMUM AVE WIDTH - 60 FT APPROPRIATE UTILITY COMPANY. p MAXIMUM BUILDING COVERAGE - 30% W o __ 0 FRONT YARD SETBACK - 10 FT MIN "' 25. ALL FILL TO ACHIEVE THE PROPOSED ELEVATIONS SHALL BE COMPACTED TO 95% STANDARD PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SIDE YARD SETBACK - 8 FT MIN (20 FT TOTAL) 2 r8 Z V > c COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. REAR YARD SETBACK - 25 FT MIN w S ITE LOCATION MAP FIRST FLOOR AREA - 700 SF MIN (2 STORY) 26. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT THE SURFACE OF ALL EXISTING ROADWAYS. THE CONTRACTOR SHALL BE RESPONSIBLE MAX BLDG HEIGHT - 60 FT 3 FOR ALL SURFACE RESTORATION AND REPAIR RESULTING FROM THE CONTRACTORS ACTIVITIES. TREE TRIMMING SHALL BE PERFORMED BY THE CONTRACTOR GREENSPACE - 25% MIN. O W w O i z . z AS NECESSARY WITHIN THE RIGHT-OF-WAY OR UTILITY EASEMENTS. ALL DISTURBED UTILITIES, DRIVEWAY CULVERTS, LAWNS, MAILBOXES, FENCES, SIGNS, raJ o ,t LL : o DRIVEWAYS, DITCHES ETC. SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION, LINES, GRADES AND POSITIONS. PROPOSED SUBDIVISION LAYOUT (6) SINGLE FAMILY RESIDENTIAL LOTS W H Fr a Z (1) LJ ~ i o 27. ALL DISTURBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING ACTIVITIES. 0 500 1000 2000 4000 UTILITIES WATER - CITY OF SARATOGA SPRINGS Z w a O '. 0 SEWER - SARATOGA COUNTY SEWER DISTRICT #1 la 28. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE SANITARY SEWER LINES. V ci w CI Q 0 Z w L8-1 ! ~ 29. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE WATER LINES. 0 wv APPLICANT & PROPERTY OWNER: J o rr a 30. WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED BY 10 FEET MINIMUM HORIZONTALLY AND 18" MINIMUM VERTICALLY. ~ z (7 Avo BELLA HOME BUILDERS Q a o> w Q (7, 31. PRIOR TO CONSTRUCTION: THE LOCATION OF ALL EXISTING UTILITY POLES, OVERHEAD UTILITIES AND UNDERGROUND UTILITIES ON THE SITE SHALL BE 228 CHURCH STREET cct t DETERMINED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER. THE COORDINATION AND SARATOGA SPRINGS, NY 12866im NLdejZ . COST FOR THE RELOCATION OR MODIFICATION OF ANY UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE COSTS FOR THIS UTILITY WORK Z SHALL BE PROVIDED TO THE OWNER AND DESIGN ENGINEER FOR REVIEW. 2 i WZ a CITY OF SARATOGA SPRINGS PLAN NOTES: PLANNING BOARD # 2020040 0 aW W r_ y ao 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. a etCC Approved under authority of a resolution adopted L9 2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. W o by the Planning Board of the City of 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR TO A LOCATION (Date) et g APPROVED BY THE CITY ENGINEER. Saratoga Springs. N 4.) THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY (Chairperson) (Date Signed) W o A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE H APPLICANT/DEVELOPER. LINI Ce 5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. V0 (9z ._ 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT OF W WAY OF ANY CITY STREET, ROAD OR ALLEY. C _ N HN Llj 7.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC E 2 c9 CO RIGHT OF WAY. Z H 0 0 c W Z on W LLL Ii NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN v Q>- a' "AS-BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. v w w uj a Z O: Q7 9.) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE U Z z I Q DEPARTMENT DESIGNATES. W Lo Ce NYSDOH REALTY SUBDIVISION CONDITIONS OF APPROVAL: '9 W a 2 NEW YORK STATE DEPARTMENT OF HEALTH � Q z Jz A. THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION ARE INSTALLED IN CONFORMITY WITH SAID PLANS. W B. THAT NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION BEING SUBMITTED TO AND APPROVED BY THE NEW YORK STATE DEPARTMENT OF HEALTH. C. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OFA LOT WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS AND SHALL NOTIFY THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS. 1141111411L0 D. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WAS NO WATER SUPPLY AND/OR SEWAGE TREATMENT FACILITIES INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND SHALL NOTIFY THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS. E. THAT THE PUBLIC WATER SUPPLY AND COMMUNITY SEWERAGE IMPROVEMENTS SERVING THIS SUBDIVISION SHALL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK LICENSED PROFESSIONAL (P.E., R.A. OR EXEMPT L.S.) AND WRITTEN CERTIFICATION TO THAT EFFECT SHALL BE SUBMITTED TO THE NEW YORK STATE DEPARTMENT OF HEALTH AND THE LOCAL BUILDING CODE ENFORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY. F. THAT PLAN APPROVAL IS LIMITED TO FIVE YEARS FROM THE DATE OF APPROVAL, AND SHALL EXPIRE ONTIME EXTENSIONS FOR PLAN APPROVAL MAY BE GRANTED BY THE NEW YORK STATE DEPARTMENT OF HEALTH BASED ON DEVELOPMENT FACTS AND THE REALTY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN COVER SHEET SUBMISSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSION. G. THAT THE APPROVED PLANS MUST BE FILED WITH THE SARATOGA COUNTY CLERK PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE OF PLAN APPROVAL. H. THAT ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. PROJ. NO: 707.17C O\/- �ISCALE: AS SHOWN I DATE: 6/29/2020 SHEET 1 OF 10 N II Nor _ _ _ STREET _ _ _ _ _ — >_. STEELE - t / Steele Stre e 118 / c _`-', a W E O w 150 ( � 26 '�' �! (249) g (250)_Ili _.,2:66_ — — 24 ^^'' a)28 - W CL o - - - 5 3 5 0 O O (Z ) 118 (254) ( ) > 63 W a 25 8 23 va) 27 o o s s ro -1--+ Q I (267) (268) i 4 C • (271) Z 150 118 (272) o 0 150 0 w Q 0 ZL_ 0 (� • 1 118 - a.)L. 0 0 a) c o - - 156 n/f n/f 0 k— a) o 1 ` SITE 3 _ _ James J. Costello, Jr. a° Christopher Walsh U o — ci) _ _ _ _ _ (288) Inst. #2011034766 o Inst. #2016021406 0 /) 4 -(289) c W 125.00 Q 12A' Q .c •O (302) .. o _ - - - 51R / /2 O _ i3 13 ��S6 12 O O G O Ln NCO 0 L CD a \\ 25 `..91 / J 000 Ln 02).-- j 1501 1/2"IR.o 1/2"IR.o 00 1"IP.o U o 3 / 1111 a La m f/ 12566 0 =p `. 7.1 �J cl a .<2 x Location Map a� ., n/f n/f F Fl Tory Cameron & Tory Cameron ® a Julianna Cerzarai 0 4..... Inst. #2017020842 /nst. #2010007675 r Ca n` HOUSE W nn`` C 'i W ~� S87'06'49"E __ _ 4. o J •--- -- - -'-—.c.:. c—c 1 r— —�.LL=1 o_ • S87°06'49'E __\ -- -- • (� J - -- -- - 120.65 +� " J „ 0(0 130.36' . . "- co M Lee 1/2"IR. \� ` � � N Map Legend d 10' SETBACK 1 10' SETBACK \�.. Q • 5/8" steel rod set with a tag 1 o marker found, labeled 0 O 0 v O utility pole E Y �1 `�° g \ V Lot 1 Q N Y ® water valve o w w 7,727 sq.ft or N I Lot 6 0 — — overhead wires \ 0 0.177 ac. N 1 7,632 sq.ft or M Q o l 0 0.175 ac. / �I z \ Deed Reference: 10' SETBACK / o3„W'' Ss0 09. I 31 ® ti �6 I 10' SETBACK \ Bella Home Builders, Inc. s��/p3 E ,s,, 00,, I N86.12'42"W 67.80' \ •----------------e- d 29 `3sr6�® 19..39' ® __ N86.12'42"W 121.65'__ Inst. #2020002348S86'12'42 E 67.80' N F 10' SETBACK / 1 I S86'12'42"E 60.01' 'Ein I__ -°• __ __ S86°12'4281.02' __ • N I 1 10 SETBACK o \ 1 I Map References: T —I 1.1, I \ 1 . Map of Lands Cole, Kellogg & Smith” made by A. old 1 Garnsey, C.E. dated Dec. 1853 filed in the Saratoga o X10 25' SETBACK I County Clerk's Office as Card 2 Pocket 3 Folder 3. o Lot 2 N t I I \ N 6,851 sq.ft or N 2. "Extract from the map and Survey made for A.A. Kellogg, a 0.157 ac. NI N I Lot 5 o \ E.W. Cole and J.L. Smith" by A. Garnsey, C.E., , December W NI N of 0 6,670 sq.ft or J 1853 "Showing the Property of the John Cox Estate" filed �I z rnI rn 0.153 ac. in the Saratoga County Clerk's Office in Map File Number NL �I w Q N \ • M-42. o 10' SETBACK I o l 0 1- ,rnIn N LJ \ 3. "Surveyof Lands of Thomas J., Michael J. and Peter P. I m N N a N85 42'17"W 110.03' Lot 4 o • Bleznyk" dated Nov. 18, 2016 by Survey Associates, LLC S8542'17E -- ® 6,748 sq.ft or N �1 I 0.155 ac. / \ 10' SETBACK I I CK 1 ' �a sj • \ 1 Y N I, / KO DRYWELL a hIai I / $2,00 • Ih I \ o c�.� It„ o 1 • V) o O \ LLI (c...------------------.- Y • 'vs' `o 1 10 SEB�N. • SAN.MH. Lot3 /,� / 0 o 7,671 sq.ft or J �' _ EL cs w' 0.176 ac. 1 �5.6� c3) 0 1 _______ / 56.15'00 W 50� WI�E / / \ / i DRYWELL • LOTS REVI , ED / 5\O jgpC� �WP�K / .. 2/4/2021 PROPOSEDSSDEWALK OPCSEO DATE DESCRIPTION PR s843' 104.3/ /f32.10 S a et REVISIONS i /- / DATE: July 1 , 2020 UR-2 AREA REQUIREMENTS ,0!~:� t S7s'15'00"w C e / JOB NO.: S2.712-084172.24 Maximum Percent NO2°53'11"E • / of Lot to be Minimum Principal Accessory Building 11.00' C re / TAX MAP: Yard Dimensions Buildings Minimum Distance to 179.29— Occupied Minimum Zoning Minimum Mean Minimum Percent of DRYWELL District Lot size Width One Total Maximum Principal Front Side Rear Lot to be ------ (feet) SCALE: 1 " Principal Accessory Front Rear First Floor Side Side Height Building Lot Line Lot Line Lot Line Permeable EASEMENT FOR PEDESTRIAN ACCESS 10 0 10 20 Building Building (feet) (feet) (feet) (feet) Area (feet) (feet) (feet) (feet) (feet) (square feet) TO BE GRANTED TO THE UR-2 6,600 SF 60 30 10 10 25 8 20 1 story=goo 60 5 10 5 5 25 CITY OF SARATOGA SPRINGS 2 Story=700 176 S.F. PB #20200440 0 SAN.MH. Subdivision Plan Approved under authority of a resolution adopted by the Planning / Scale: 1" = 20' Board of the City of Saratoga Springs. / / Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown , Chairperson Date Signed map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of available. the New York State Education Law. S20-102.24 P:\B\Bella\S20-102 125 Jackson Street\Carlson\S20-102 Bella Homes 125 Jackson Street SUBDMSION MAP.dwg SHEET OF SURVEY NOTES : / / / S T /3 SURVEY NOTES: z� // / \ 1. ELEVATIONS ARE BASED ON NGVD29 DATUM. / 2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY, AND j / / / / sT Q ALL UTILITIES MAY NOT BE SHOWN. THE OWNER OR CONTRACTOR SHALL CONTACT U.F.P.O. z / / (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING / Q JURISDICTION TO CONFORM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY - . / / S COSTS INCURRED BY THE OWNER OR CONTRACTOR DUE TO THE FAILURE TO CONTACT THE PROPER / 4_'J / z `7o�e ✓ v2 T AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. .(- Ins s C 031, DEED REFERENCE: c' / 11 / / t #2Q''Q34j66 r l ST 1. THOMAS J. BLEZNYK, MICHAEL J. BLEZNYK AND PETER P. BLEZNYK INST. #2008040063 / // / / // MAP REFERENCES: / / / Qz / / (,) / / / 1. "MAP OF LANDS COLE, KELLOGG & SMITH" MADE BY A. GARNSEY, C.E. DATED DECEMBER 1853 FILED IN / / l / Q THE SARATOGA COUNTY CLERK'S OFFICE AS CARD 2 POCKED 3 FOLDER 3. / / '�2"/R /© / /- 2. "EXTRACT FROM THE MAP AND SURVEY MADE FOR A.A. KELLOGG, E.W. COLE AND J.L. SMITH" BY A. / / / GARNSEY, C.E., DECEMBER 1853 "SHOWING THE PROPERTY OF THE JOHN COX ESTATE" FILED IN THE /3/ z / / I SARATOGA COUNTY CLERK'S OFFICE IN MAP FILE NUMBER AA-42. c' / / / Chri n/f 3. "SURVEY OF LANDS OF THOMAS J., MICHAEL J. AND PETER P. BLEZNYK" DATED NOVEMBER 18, 2016 P / / /l / / //2,3?/ 20 76 o7sh2 7406 / I/ NT CUT / / / Q / 3 BY SURVEY ASSOCIATES, LLC. AVEME / / /i 3 /l I 2 / / 3p9,i \ / ti / / TREE PROTECTION STRATEGY: c, /3 / / To J/2/R- l / 1. ALL TREES TO REMAIN SHALL BE FLAGGED. TREE PROTECTION / l / / y Come ,, / / FENCING AND SIGNAGE SHALL BE INSTALLED PER DETAIL THIS SHEET. / / Q Ins ro17 FENCING SHALL BE PLACED NO CLOSER TO THE TREE TRUNK THAN g / �/ t F2O7 j`'%on,2q / THE DRIPLINE. / f ` 3J0 Q?C84 Certo / / ti 2. FOLLOWING INSTALLATION OF TREE PROTECTION, CONTRACTOR SHALL 2 CONTACT CITY ARBORIST FOR INSPECTION AND VERIFICATION OF ALL / TREES TO REMAIN. g ♦ / 3. CONSTRUCTION SHALL COMMENCE FOLLOWING CITY ARBORIST / a 1 INSPECTION AND APPROVAL. / I.�, O-,�VgRANa) , l l - „ o aZia11411.11.1116s8jos / \I / / Q / SAN8'pVC , \ � I� I F , TARV ,If 1 ,\ Q' / i"IP, :•1 7 24'HEM�q / / TyEq �� I /ll♦ / ' 44 14„ / Tory n/f L//CygE n/f }}0_ '`IDU 15„ / MPS /ns4 Co G Z CL • S �♦ fr MP/ �: 1/207 heron / ti 3 / CES In =ov z SCALE: • l2'�-D , J/2 1R g9 Q Q26jS , o' Q u w _ X00• / W N.T.S S'. 7 12'cED,. , Det N Z H H- O TREE PROTECTION FENCING DETAIL DRAWN BY: at �>�� ♦' oo ZZZZ LU O O�Z BRD l2'C _; SB jQ jog Oil / HI-Hh EXTINGASPHALTTOBEREMOVED EDq 6 gg s3 ;,' . /DETERMINING CRITICAL ROOT ZONE: SINGLE TREE MULTPLE TREES Q' SE / CRITICAL WASTE FACILITY FOR UTILITY 0 34, ;� DI Q a 00>o Q �� ,, CHAINLINK ROOT ZONE + . SERVICE CONNECTIONS AND fr� /N \ ' �.. z <u n �� _ T MEASURE DBH OF TREE IN INCHES. /4 � �1` '♦ C� Q 144', r,. THIS NUMBER IS THE MINIMUM is 0,' CHAINLINK ;�`r�, WATERMAIN EXTENSION (TYP°) . 11 EXISTING T BE CLEARED o �:;ti1. / Qtti 1` , NUMBER OF FEET FROM THE ( SPRU AND GRUBBED P. / VwF� TRUNK THAT SHOULD BE ;` ='I , �'+,�_ �/: / '� C ` Li / ,CL QPROTECTED BY FENCING i` >/ ��,er �� ,��, , ` li g�s , 44 Vtr 370„o EXISTING WOODEN FENCE TO BE �► 1. r ��. z 3c° REMOVED AND DISPOSED OF AT A Q LICENSED WASTE FACILITY. DBH- x INCHES '� _Wf�� 4 /* ,,, ..tl2'SP 1 \ 1 , CRITICAL ROOT ZONE= AREA ROOT ZONE ' iT +I� ` ,i1:11, +�\ RUC'1♦ _1 24 SPRUCE TREE PROTECTION SHALL BE INSTALLED / \ ) Tvj #J \. )®WITHIN x FEET FROM TRUNK 1 � 1{'' AROUND EXISTING TREE DRIP EDGE ON S X9.2 cA i' • / t V✓+ n ALL TREES TO REMAIN TYP. . REFER TO (2j2) / '900 s 9-2�Jo sPRO DETAIL THIS FOR SPECIFIC DETAILS AND1 (28s�/ �9.2g\3 Oo / s t I /,�� / 0 �.: SIGNAGE REQUIREMENTS J / Z Ir l} t NOTTREE PROTECTION FENCING SHALL BE ERECTED AT THE O + EAST ' ' • 1 EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR / n` h B C , 'T 40 0iTO THE START OF ANY CONSTRUCTION ACTIVITY. /1 ♦ nn,, ,' , TM 4 M. Q \ - 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE / �(J O #J7 C. I O . 4 SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE /18„ ry 22,�pJ829,2\ O �p n/f n � ,/, OF 1 FOOT FOR EACH INCH OF TRUNK DIAMETER, OR 6', / ♦ / SPRUC _• O S S,f J O / 7-6-, 7 • g � uYv� WHICHEVER IS GREATER. O 2p„ 21 O 0 ° <<C V '�?:411:tt" � ✓s}a'. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, AND ,♦l t SPRU °• 482° / �� I ° BE CONSTRUCTED OF CHAINLINK. / -.O7,,' S Q S8>O 064g' 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS / . t / �[r 06.4 TREE PROTECTION AREA / ♦ J E ,I z FENCING POST STOCKPILING PROHIBITED DRIVEN 2' (MIN) INTO THE GROUND. POSTS MUST AVOID /j \ '9.29_,_.) l 77800 / / Li MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN / f,, f CONTINUOUS 10' APART. / +1 vJ \ , \ \7 WEST ^ l �/� , �•A� / H H CHAINLINK FENCING 5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE f / -144 20' ^ p U , / P 4 . w ... .. `'''`"°"°'`` 4' THE FENCING. FENCING SHALL NOT BE MOVED OR r♦+ t •+RUC( _ a ^ 4* cn :y�.•.v:;x:.; :: MIN REMOVED UNLESS APPROVED BY CITY FORESTER. r / ::.•> / i ^ Taj i° 0 0 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A ','''' , " ;''` „ VISUALLY PROMINENT LOCATION- ,♦l '/ •^ ak J2#7 9.29 ,�/ EXISTING ASPHALT TO BE REMOVED k O 11= II Illi - 11 2' �� h ° "� O7 s- 2�2 / ey1 AND DISPOSED OF AT A LICENSED z V ''' I 11-11.=u 1= ion II! I-I IIS I_ I_ •, I I / / .4 , / \/�N a 0.28 °� or WOOD p� " WASTE FACILITY FOR UTILITY w _1 1D' MAX / / , 15 SPRU(-;:' (2g9 / 8 MU( FENCE Ah ! SERVICE CONNECTION. (TYP.)cf z I .� 4 12 SPRUCE '1 EXISTING GRAVEL DRIVEWAY TO BE ) / i / �� , O W w O CITY O F SARATOGA SPRINGS / .♦ !. -- f EXISTING REMOVED AND DISPOSED OF AT A a (2g8� \ / s, .i 41- 'P(qR MOI �^ �•�I o 77 � lg R ( LICENSED WASTE FACILITY. o `SPRU ^) �� 4**to +♦ F a w TREE PROTECTION DETAIL ''� SP 15 '� ♦,fir W � " H SCALE: NTS 734„,,,,�I NT ST li 12"s. 2 S+•UCE ^ 7 9.2g�2, s iw♦S'SRa( O : o a O a / TES ��EET l I ♦. •,RU • / 2 DISPOOCIO Z\ w I CI tog 0 et w I- / 7♦11 \ ,, SPRU ♦♦:♦:♦.� / / \ , t, 2 O o / ♦ I � 12,5 C ♦♦.♦ , ti � F Z �•1 ,� 15 SPRUCE � ��5�� _ f EXISTING TREES TO BE CLEAREDif et a LL ju Q w c71 / r�• l \ ♦�♦�♦�♦�♦�♦♦, /I y f r7/1 AND GRUBBED (T O CI) Z / ` � / /��l /� ,�®��i, / / t1` TeM l �� CC�!/CC7 LLIz NIC �• / ✓�♦�♦♦♦'V / / ,/ FEV_, BONNET NUT - y a " W ��i ��' •��. 2.60 Q o CC SANq ✓/ � 8"ARB ,mm mm mm o jr Q R/M,3J �� •R` 123.16'mmmmmmmm 123.16' oR NV +PER;2g8 8f it �/ '� `� 576'15'00"W - S76'15'00"WE<< Et gQ la 0 -- /NA/VIVO 302• .',��1, +� ,3 �,/ 3� aR H VV E.UpPFR,298 BSJ �i a ��1�� 1 "37o- RIM ILI L6 E SOW 302. z R 'EL 4;_4 n' ` + % Fi 8QT 309.4) 0 /NVSR 2y8 86I ♦ 8,077-04;0.08 plM�J00g - ' �x X: X�X;�.X , ,3 3' nr3 fg- - 4-3�34�- 23 - 3 30 • W I- I I 3j0.4g Crescent Street •• / ,♦♦♦,,0' WIDE \ � 0 SAN e �''.AN SAN SAN •®� 8"PVC SANITARY ,� H I,._ ••. -• SAN SAN \ SAN �1♦C� SAN SAN -SAN �1Q °:AN SAN \ CO W W z W ♦�♦ 370 I Fct 01 7", W (7 0 id .' W z 8. Z z W w° N 10" DIP WATER MAINmr 0 N N W g Z co \ 7 WCO aQ0] RlM�RVWE�� ' V z ii_ m /- - BOTT0M;3 0682 N W - I< �7 n�f n�f o4 42 RlM,Am. p- ii WAMY L. MOORE " !LY ANN MCSPIRIT INV.W; 992 � 4 ,, = NOTES: INVN; 302-g2 z 1. TREE PROTECTION INSTALLATION SHALL BE VERIFIED BY CITY OF SARATOGA SPRINGS IN303.02 J EXISTING ASPHALT TO BE REMOVEDE 30 Lii AR2. DEED RIST PRIOR RESTR RESTRICTION TOOFOR TREECONSTRUCTION. ON LOT 2 (SPECIFIED AS 42" MAPLE THIS SHEET) SHALL EXISTING DISPOSEDASPHALT OF ATO ABE LICENSEDREMOVED WASTE SWPPP GRADING LINE (TYP.) AND DISPOSED OF AT LICENSED /WS. 30 02 BE PROVIDED PRIOR TO CONSTRUCTION. FACILITY FOR CURBING INSTALLATION. 1.261 AC WASTFACILITY FOR UTILITY SERVICE CONNECTION. (TYP.) NEW YORK STATE DEPARTMENT OF HEALTH EXISTING CONDITIONS DEMOLITION PLAN k...1 0 PLANNING BOARD # 20200440 EXISTING 0 10 20 40 80 CONDITIONS & SCALE: 1"=20' Approved under authority of a resolution adopted DEMO PLAN by the Planning Board of the City of (Date) Saratoga Springs. PROJ. NO: 707.17 1 (Chairperson) (Date Signed) SCALE: AS SHOWN E D - DATE: 6/29/2020 SHEET 3 OF 10 � , . �T LEGEND ,,3 I Q Ja�,es n/f / /nst. `. cos \ EXISTING FEATURES PROPOSED FEATURES C� l //1/ / / # 0776,./66 r l \ ----7 Sr FIRE HYDRANT 't / // / / ,/ 3 \� WATER LINE CB / ® CATCH/GRRAATE IN iii / / / • STORM MANHOLE ODMH / / FRAME/SOLID COVER / / / STORM WATER LINE /- / z / / / / ° / , ti / Chr/ n/f SANITARY GRAVITY LINE stp / / / / \ /nst `2 76 �a/sh / SANITARY FORCEMAIN ----^� PgvEME / // / / 0 j�O6 / 3 SANITARY STRUCTURE • . , NT 0Uj / / / \ // GRINDER PUMP EXISTING POLE MOUNTED LIGHT / ,/ / / / Z SANITARY CLEANOUT ,CO / / // 3as�� / - - PROPERTY LINE • • • • EXISTING FIRE HYDRANT / co //3// Too, C / 7 / 2 aI?7 'i/f l 1 ,e 3r.; l� /nSt 20 JQ"Or7 SWPPP GRADING LINE (TYP.) / l l • '''� ��020842 cer2a l .3- /!, / rcg3 /�3 / REALTY SUBDIVISION LOT # (TYP.) s • ec.3p8Ar s3 O 3 \Q / / / ��` �'"'`►�� a 0V \ STREET ADDRESS (TYP.) / it '• 'DR I " _ ♦ / l l 12 PROPOSED APPROXIMATE GARAGE FINISH ., I \ ` / Q / I237.50 FLOOR ELEVATION (NP.) BpVC >f r 2 8' SANITgRV / .os°se \ \ ' / _• 778.00. / / / ' T a/f / 14... .J = \ �� / T n/f /k/c/7,4,...n/fBROlDus / /�a �1p1036 (GFF 31 1 .1 1 ' \ �� /4/PL /ns/o 20 al7PrOn Z G GENT / o / 3 /PROPOSED ASPHALT DRIVEWAY (TYP.) / �. / // p 48 / r 9 1♦ c� • / ` .0,,,,%,,0--------------______.JO in r / `� � 309.93 Z Z 0_ / PROPOSED DECORATIVE STREET LIGHT (TYP.) / / 9mss / LOT 1 ♦:11111111111711,111•, NCVSE �= g�ct `n =o \ CO 6,992± SF ----- Q~3 w• M0.1s± AC o00 \co O° `' / v� / NJZI-1- JU • o PROPOSED PROPERTY LINE (TYP.) /11:3/0:00 \iiibft.-- \- - \ < o ~ o a1=60 az/ � 370..p DwpUJU- ,,L J / / LOT 6 .° Z 3�o / Q<o00az6ja2• 8,3651 SF ' \ .�f• �.y` aa\1 \ \ / 0.19± AC rc�31PROPOSED 3/4" COPPER WATER , \ 2a 2y a //8"3j :64/// SERVICE. CURB STOP AND BOX SHALLt� v, \ +^ , , /..1 To�3 BE INSTALLED AT PROPERTY LINE (TYP.) / iiii ,<c..3.6S I \ 1 �o� l l 31 •ss / BCc 1 18 ,k, •_c=3' tow GFF = \ © FF = / Z / / , Q�� 31 1 .75 \ 4 ,,L. a°z, _ 31 111.95' 1.08 le„3, 20\ ��3110o0 �� _ \ 31 411/./ cs31 /fP n/f / / / �� \ ---••••-_ l �'! I/BC�31 j3 Tc / <C TREE PROTECTION SHALL BE INSTALLED / / \ °s �' Z AROUND EXISTING TREE DRIP EDGE ON /310.07 c=31oo6- 11, 26pOj" \ CO ALL TREES To REMAIN (TYP.). REFER TO / / / / uo� O • /'BC=3 ss / 0 DETAIL 1 ON SHEET ED-1 FOR SPECIFIC / tiliiiii, LOT 2 /¢c DETAILS AND SIGNAGE REQUIREMENTS / / / 0) / s 6,851± SF/ \ \ / �h c, / ♦ ♦ / ��iiiiiiiiiiip... \ 0.16± AC/ o 7,34 6,s /\ \ 9 V i I / / . ; bios._ \ (0o F-- A 310 „#�t Li / /'Tom ° \ \ / \ \ ----, 87.o.,7, l Q (1) �rlp•S° s 311 \ / \ Cw 31�.¢g 11 y, Cl)PROPOSED 6" SDR35 SANITARY SEWER / mom / \ 7 \ J / LOT 4 \ \ \w =3t za �' / I w V♦ 1 LATERAL AT 2.0% MINIMUM SLOPE (TYP.) / n acv, \ 70°3, 6,7481 SF LOT 6 \ ic +® Z ] Z z 0.15± AC 6,670± SF \ N / wi 3> q l W ov O co-n a' > / / �i °$, °o° X10" °° v- \ / tip___ //. `�i� ° CO \ 311 / 0.15± AC \ / °t 2* t•• 4 / (/) n C U w J:6 4 S RFSc�f / 10. . \� / / �+ / J CIE >' Z Li SCC/�ITET ST/�E / / 5o Il 10 I = l /3j �e / 3z ', oSCFT / I / /1033�0� 1411111111rGFF \ /� / O 1.5¢ -5\ / , O Z Z } O o / g0�\ O / 311 .71 / / / / TC=3 1.31 4(571 O_ r/ / / \ /. O h /BC=3 0.81 ~ U U r i ./ + ° o� /i / ILIF a i w CO / / / LOT 3 r� / / i' ;: 6' 4 O wo a O a w -7 / °)/ , (1) / / l O /' f. / 7,671± SF / � r V Z i w i 1 YI ,// 0.18± AC / / - CO / / OV Q a o a icr PROPOSED SANITARY CLEAN-OUT (TYP.) / ll ec�3loso A )C , , w� GFF = 40 ,o. lPF n/f mi 0 IX / / 310.00 '^ / h / / GFF = / 310$ llr<Z / C z H z v / / w / 311 .29' 311 .62' e g �o1.12 0 OCC/ Q Q O 5 / / / \w\ / / 311 • ytk / 62 V) N / 3 311 a, 3� �1 / PROPOSED GRANITE CURBING (TYP.) Im N 5 z v o• / / TC=310.52 O. 10��` / w / / / / / .. ..,.� 31 �_, TC-310. BC=310.02 O h "S \ 3 `, l BC 310.0• is, Z c13 S / / o1 CO �w vs , �, OV ^, '1'0 s s �I Z"ROIEXISTING FIRE HYDRANT W Z CI RIM--'-10.31,'NMN. tc'3�°o0� \ ° (1) / s os (1) .o ��A 3�0�'s�° J la IN, / ebb e,011, \ ----IN.37 us 75.60' ° ° ?� ? 82.00' A T w W PER, 8.86/ / 1c 6°' jP e .. 69. -3y ° ° ° .. ° ° ��y . 309 4 c-3.46 D Cl) Q a /N�E�PWER,29�2.47/ / ec ,oma h �,►- ° 1 3 .. .�. - r: , F_ 3 9 /�$ao9 r 3� R/Myw,, O ^C INVE�OW ER3p2.86� s 'ti'''me DRYS, ------ .•\0.° R . . 3 X105 /0�3ill" • '•s�0 ® fE' r Yr_��'�i 's•4, eOT;3p9 43 W O li ER 29 2/ - Q -o RIM, << m o- - - 9 , 310 2 0) � � `a 304 298 T TT0 �,° I m e 9 a - - - - ,, - `��1..✓' ° R.s I 8 I B0 M; 08 0,, BC=310.67 m co r,r, i ��a 9'x a NV S 8.86 m 3/0 n e TC=311.3T - -8 im�° `0°9 3 ,j0 O mm ado 0o P�,O Q��,O _r --.y am - o-mom - ''°'° ,o'o -�� - i J 3 I 4.J � v •? 1 '66' •9I ooi P� O0 Vg noo °9 %\t �°° MM MM 1.6' R O l,� \ 7 S�•° '3j0. 8 m Crescent Street' I II II II II , O2a 3. ° / nn I pp ��0�°� Oto�o pO10 `S ``1Og 3 •0• 44 vv vv II II ,o. s•� M,i Mli .8� EXISTING POLE MOUNTED LIGHT N SAN SAl AN SAN SAN �.. A 8'PVC SAViIAKr �� ,N A SAN ;SA�J ~m ~m1 SAN SAN SA ��SAN - Am �m SAN SAN �� N �� AN SAN I • 13 I - - - i1.5 W I`�lQ ) W I WF z ^ - D • V n n z a 14 iz in LD 'I e. W 0 PROPOSED EASEMENT TO THE 10" DIP WATER MAIN N W z N EXISTING POLE MOUNTED LIGHT CITY OF SARATOGA SPRINGS H DR d1Z 0 RIM, n1E�L • CC DE 0 U0110,:`-,08.82' \ SgN M ,Z W CO O N � W ui� In n/f n/f RlM,3p. V mw U} p07 AMY L. MOORE KELLY ANN MCSPIRIT INVW,992 N Z INVN 302.927 CO W 30 � z aQm INksf,3°2.94 2 NEW YORK STATE DEPARTMENT OF HEALTH W02 ° a<Lo LAYOUT, MATERIALS & GRADING PLAN 0 W v QIN Jz W 0 10 20 40 80 PLANTING LIST: MIL *IF REQUIRED LANDSCAPE MATERIALS AND/OR SIZES ARE lQI OBTAINABLE, SUBMIT PROPOSAL itliklibLO OF ALTERNATIVE MATERIALS TO OWNER/LANDSCAPE ARCHITECT FOR APPROVALS AND SUBSTITUTIONS. I 1 PLANNING BOARD # 20200440 LAYOUT ABRV BOTANICAL NAME COMMON NAME QTY SIZE COND SPACING REMARKS CO CELTIS OCCIDENTALIS HACKBERRY 3 3"-4" CALIPER B&B AS SHOWN MATERIALS & Approved under authority of a resolution adopted OV OSTRYA VIRGINIANA HORPHORNBEAM 3 3"-4" CALIPER B&B AS SHOWN FRUITLESS GRADING PLAN by the Planning Board of the City of (Date) i Saratoga Springs. PROJ. NO: 707.17 (Chairperson) (Date Signed) SCALE: AS SHOWN LIV1 G- 1 DATE: 6/29/2020 SHEET 4 OF 10 om 21 n Ln n ,--(,) 2 �A o m y \ y z� z zzz,' �� m mm` -o�o • 9 . Aximx, Z 4,4,14,& u w a .. o.-z gym^� mw= G G —370- 1+00 50.2'.®6v. 0}�0 4 ' 5 6" CL52 DIP p 6�� DIP WATER a,-55- — \ / \ /_�,/ o CT W W J Adams o Street 0 • •. S•N SAN SAN SAN SAN � � - . ..oi' � - { 1 � 13-- = e Z y 3� \ o ({_ ) 1 � • A CHORSa ----- Ili \ ",0"`.". Tri AII xi o •�• ---7t.07779' 60.00,: 60.00' O w'- .\ \ 5, / 3,> ;Th�, mmw 1177.------.... ",-\ I C) I A:-r 1.1-Jr----- -.7.--1-3‘11 C 3'1 ) I PLAN - OFFSITE WATER STA 0 + 00 TO 2 + 54 . 83 ED , C_ }}d 0 15 30 60 120 zo_o- (n W U Z Q 2 E 0 O H N w Q w w 0 OJ? NZHI- 0 (Y0 zzzz 0EzwOOw =Q O m H E HD_HOQQO O w 0 O J O z Q Jp00D(n ZD 0 0 0 LU Z J NOTES: (------ ----- 1) ALL FILL SHALL E COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY OF THE MATERIAL USED. N QW (r) a) dW '- CO: o z CNI6 CO o z 00 2) PLACE FILL MATERIALS IN 12" LOOSE DEPTH LAYERS MAXIMUM. LIFT HEIGHT SHALL BE GOVERNED BY THE ABILITY OF THE Oo° ct o N° ft O COMPACTION EQUIPMENT TO OBTAIN THE REQUIRED COMPACTION WITH 12" AS A MAXIMUM LIFT HEIGHT. BEFORE COMPACTION, o a (� N 0 a LIJ M MOISTEN OR AERATE EACH LAYER AS NECESSARY TO FACILITATE COMPACTION TO THE REQUIRE DENSITY. IIZ�' II ii i= II > N > 3) COMPACTION TESTING SHALL BE PERFORMED AT THE DISCRETION OF THE INSPECTING ENGINEER IN ACCORDANCE WITH AASHTO N X w i- w Ifl T238, NUCLEAR METHOD. Z w W w 0 4) DO NOT PLACE BACKFILL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST, ICE, PONDED WATER OR EXISTING GRADE MP.) v EXISTING HYDRANT EXTRANEOUS DEBRIS. _r_ _ ALONG ADAMS STREET 0 5) A MINIMUM OF 18" SEPARATION IS REQUIRED BETWEEN SEWER (BOTH SANITARY AND STORM) AND WATER LINES. _ — 310 M 6) MINIMUM OF 5' OF COVER IS REQUIRED OVER WATERLINES AND SANITARY SEWER. CC APPROXIMATE LOCATION AND 7) MAINTENANCE & PROTECTION OF TRAFFIC SHALL BE COORDINATED BY CONTRACTOR WITH CITY OF SARATOGA SPRINGS PRIOR v ♦�♦^ m DEPTH OF EXISTING TO CONSTRUCTION. z v♦ M I- / UNDERGROUND GAS LINE Z Z 0 0 0 E WATERMAIN TO CONNECT TO } APPROXIMATE LOCATION OF END OF LLI ° N > EXISTING WATERLINE STUB - In ov EXISTING 6" CL52 DIP WATERMAIN. 2 r8 z V > W ALONG ADAMS STREET CONTRACTOR TO VE IFY LOCATION, DEPTH, SIZE AND M TERIAL OF EXISTING w J fr or LZ i MAIN PRIOR TO CON TRUCTION. O � 0 o W w i 6" CL52 DIP <� Z o �CY Wi a v - c~i 6" CL52 DIP WATERMAIN TO CONNECT TO EXISTING 10" WATERMAIN ALONG CRESCENT w a O '- a STREET WITH 10"x10"x6" TPS S.S. TAPPING 18' MINIMUM VERTICAL 3/4" COPPER WATER SERVICE 3/4" COPPER WATER SERVICE SEPARATION FROM PROPOSED W 0 I- Z ' w SLEEVE AND VALVE. VALVE SHALL BE 6" TO LOT #2. CURB STOP AND TO LOT #1. CURB STOP AND WATER SERVICES TO EXISTNG V o w i ct MUELLER A-2361 WITH MECHANICAL JOINT BOX SHALL BE LOCATED AT BOX SHALL BE LOCATED AT SANITARY SEWER MAIN (TYP.) a a v ENDS "OPEN RIGHT". CONTRACTOR TO FRONT PROPERTY LINE. FRONT PROPERTY LINE. L9 L z VERIFY EXISTING WATERMAIN LOCATION, _l C ° DEPTH, SIZE AND MATERIAL PRIOR TO _ I Q Q o Li Li> CONSTRUCTION. - — 236'-8" SDR 26/35 @ C. -7"5 /. 300 — a N QN Icn Z 2 \ v z a1 27'-8" SDR 26/35 © 0.50 W Daw W N a en 4 CI WF a ww w w Q D J J HN Z Z LIJw" W c o W F N• CD CD CD tb _ O� O� N (c 1 m N m m N gi 1Ce N C1 0 Q1 Q1 0 r0 I�♦ _ c, ,,,,,, ,,,, 4 V in _• M 11 II II 11 z U L,b z Z Z Z Z D J O H F w O M Z N 11 II z z z z z z II II Ct~ W Ld cn m�m m co m ci u l� N -ZE p CONS 290 Z 1- COoN W Z W WNE N N 0 vy mwgz � O 0 o rn rn W a Ib K) M M M O ro O (i) � Zz JQE NEW YORK STATE DEPARTMENT OF HEALTH W — =Q y 0+50 1+00 1+50 2+00 2+50 3+00 L W 0 01 Z I J W ---\ PROFILE - OFFSITE WATER STA 0 + 00 TO 2 + 54 . 88 2 tiliLLO VERTICAL SCALE: 1 " = 4' O 1.5 3 6 12 O 15 30 60 120 HORIZONTAL SCALE: 1 " = 30' PLANNING BOARD # 20200440 PLAN & Approved under authority of a resolution adopted PROFILE by the Planning Board of the City of OFFSITE WATER (Date) Saratoga Springs. PROJ. NO: 707.17 (Chairperson) (Date Signed) SCALE: AS SHOWN P P — 1 DATE: 6/29/2020 SHEET 5 OF 10 TABLE 5.3 SOIL RESTORATION REQUIREMENTS* TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTS/ EXAMPLES ------2-7 sr NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES ct / 3 / Q �° s n / \ �e 7 /f / / MINIMAL SOIL DISTURBANCE RESTORATION NOT PERMITTED CLEARING AND GRUBBING /l / Inst ,7207;034 j6s t- / ST AREAS WHERE TOPSOIL IS HSG A&B PROTECT AREA FROM ANY ONGOING / / / / STRIPPED ONLY - NO CHANGE CONSTRUCTION ACTIVITIES / / / 3 IN GRADE APPLY 6 INCHES / OF TOPSOIL // //1/ / c4 AREAS OF CUT OR FILL HSG A&B / / / / Q / / �2'%R. AERATE AND / / © / APPLY 6 INCHES / / OF TOPSOIL //3/ z / / / ti / Chr stO n/f APPLY FULL SOIL RESTORATION l / / /nst. phsr z HEAVY TRAFFIC AREAS ON / / SITE (ESPECIALLY IN A ZONE (DE-COMPACTION AND COMPOST pAV / / / / l '201602 s / 5-25 FEET AROUND BUILDINGS ENHANCEMENT) f' Air CUT I I / I BUT NOT WITHIN A 5 FOOT / PERIMETER AROUND FOUNDATION / z / WALLS) / / 3) \ / / AREAS WHERE RUNOFF REDUCTION RESTORATION NOT REQUIRED, BUT KEEP CONSTRUCTION EQUIPMENT FROM / 309.?i / AND/OR INFILTRATION PRACTICES MAY BE APPLIED TO ENHANCE THE CROSSING THESE AREAS. TO PROTECT / / / ARE APPLIED REDUCTION SPECIFIED FOR NEWLY INSTALLED PRACTICE FROM ANY / APPROPRIATE PRACTICES ONGOING CONSTRUCTION ACTIVITIES, / /3 / l Tory c '/2"1R l l CONSTRUCT A SINGLE PHASE / z / °me/-° n/f / / OPERATION FENCE AREA g / T�3,.;� �•� o /nst X20 `z.,//, n REDEVELOPMENT PROJECTS SOIL RESTORATION IS REQUIRED ON l 11 ' , 02084° C'erz° l Q REDEVELOPMENT PROJECTS IN ARES Q / / .33 O 2 / I WHERE EXISTING IMPERVIOUS AREA LIii °983 \ / WILL BE CONVERTED TO PERVIOUS / "--5 / /AREA \ O HYDRANT r ° / / * TAKEN FROM PAGE 5-19 OF NEW YORK STATE STORMWATER DESIGN MANUAL (JANUARY, 2015) / / CO °' z ** AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A 4 TL a \ \ \� \ l l NARROW SUT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL, OR PRONGS WHICH l aQ.i°9 eew \ \ l/ 'lP FUNCTION UKE A MINI-SUBSOILER. *** PER -DEEP RIPPING AND DE-COMPACTION, DEC 2008". A COPY IS INCLUDED WITHIN THE APPROVED SWPPP / / `� / \ �` - / / TyEq B�f /i /�� , a� °ilt / / GFF = \ / Tory n/f M�C,�gE OBD• / l °��o o '5'\a 31 1 .1 1 \ /nst C°mer / �� o ,e. X2070 O jn l l RECOMMENDED SOIL EROSION AND l / l ° 'i2° ,-,,- 0 8, SEDIMENT CONTROL MEASURES SWPPP GRADING LINE (TYP.) // / / 3 _ 1.26± Ac / "' "' / "� MEASURES SHOWN ARE TO DEFINE INTENT. ACTUAL MEASURES WILL BE IMPLEMENTED AS SITE CONDITIONS / �i' Ll*ri O ' / 3°g s3 z }}a WARRANT BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL NEEDED CONTROL MEASURES TO PREVENT / i 9,Ss NOOSE �� g� z o SOIL EROSION. / M / LOT 1 o -) �, _ z SEDIMENT CONTROL FENCE (TYP.) 6,9921 SF + =a w GENERAL MEASURES: / / / 016± A• w 1-1- 1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION SHALL BE MINIMIZED BY RIP RAP CHECK DAM (TYP.) / \ ECD ZZZZ \ .,+ / a / o QzowoowSTABILIZING DISTURBED AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE. / / �'92g \ ` _/ ° / \ !* �•i� 3�0.�0 ~ aazwEOJO— //� //� I LOT 6 ) ^i�� '• Q 3� z a o>o z 2. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF s� rn ----------------- w Q TREE PROTECTION SHALL BE INSTALLED ® �w ' a2• I 8,365± SF o \ \ �� CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE 7 0.19± AC ESTABLISHED ON ALL EXPOSED SOILS. AROUND EXISTING TREE DRIP EDGE ON - / T' / . \1 w \ \ �\ _ / U \ ` 9C'3 e4 ALL TREES TO REMAIN (TYP.). REFER TO sr..,.ice \ 28.29' + / o 'L�//Tc` o. 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DETAIL 6 ON SHEET DT-1 FOR SPECIFIC / / / / i� 3, / / s DETAILS AND SIGNAGE REQUIREMENTS 3'0°0 \ ec'3j ' * - / DISRUPTION. / / /%�c=3'0 0 0° GFF = \ 1 0c% - . °ss ° \ © GFF z / 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE / / 3 / QJ 311 .75' \ \. a°r 31 11.95 /ec 3 0 2p AVOIDED. / / Q) o _. 3>>08 �/ �° STABILIZED CONSTRUCTION ENTRANCE (TYP.) / /3 / // 33° / �,, ^', /��3°,3 �j0Tc/CC PARTICULAR MEASURES: ° . / c 1. IMMEDIATELY FOLLOWING COMPLETION OF ANY AND ALL OF THE PROPOSED STORM DRAIN INLETS, / / 310.071":�=310:08- • 6°.07 \ \ / Z STORM DRAIN INLET PROTECTION SHALL BE CONSTRUCTED. / / / / o O \ ��/eC=3i�683 / 0 / 'a' ` LOT 2 \ / 2. DRAINAGE DITCH SEDIMENT FILTERS: UNTIL SUCH TIME AS FINAL SITE STABILIZATION IS / / 3 / / \ s V \ 6,851± SF/ \ / h �' ;,c, / COMPLETED, DITCHES SHALL RECEIVE TREATMENT WITH STONE CHECK DAMS SO AS TO / • / a� \ 0.16± AC 7,346s, \�\ s� EFFECTIVELY TRAP SEDIMENT AND MINIMIZE ITS RELEASE OFF-SITE. STONE CHECK DAMS SHALL BE / / /� lirr!III"-: \ / VCONSTRUCTED WITHIN EACH DITCH BEGINNING AT ITS DOWNSTREAM TERMINUS AND SHOULD NOT � BE PLACED AT INTERVALS EXCEEDING 20 FEET. / / 310 ///�� \ . $ /3. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON-SITE FOR PERIODS GREATER THAN / l / / °' o sS 3� \ l \ iii F14 DAYS SHALL BE STABILIZED BY SEEDING AND MULCHING. PROVIDE SILT FENCE EROSION LOT 4 /CONTROL DOWNGRADIENT OF SOIL STOCKPILE AREA. / / m n / � � \ za voill 6,748± SF / LOT 6 \ cC ;7 N/ l l/ 9% 5± AC 6,670± SF -� �w' wi `� / Z a Z 4. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY DITCH, STREAM, 1 / 3 / '/: ,. a \ 3/, 0,15±/,c \2:Z ° :/ � �, W Q OR OTHER SURFACE WATER BODY. // / 7 5. PERMANENT VEGETATIVE COVER: IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION 7 �s C/r�EsC/f / / 7 7/ 9 10 , \ / // `� 'IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL xisso ENT \ / l :IL CC ;-1EXPOSED SOILS. C'/97E ST1pe / / 50 _ /37, �` /SC FT / / jc=33009GFF \ ® rs-----O 54 �: X11 �/ (7 :>111111 W, /, J / e = �' / 31 1 .71 ' / ° / rc=3 1.31 Z z :Luz- ACTIVITIES 6. ALL HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM DAMAGE. ALL / /3 / /� o / /Bc=3o.a1 o _ UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED. / / / ' `# o / W / / �. // z \0 //// aw/ o J Z vo7. THE CONTRACTOR IS TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE SWPPP. / / // 3 /7 LOT 3 / / / n^ // O w §(1.2 15.1 a/ / // \ O / 7,671± SF / / O/ / � 0.18± AC / / -/ • ' / // V o w / ' • t ' $� 3 1 a CJ 0- \et w ' I- / °` ;‘ z � i s7p :i r• / / 3 / 1 ,, ,ct. •r'k / y,. / GFF = GFF = 3�o8n //l z l PF C0�7 O N o MAINTENANCE OF EROSION CONTROL MEASURES / , • / .:•� / 311 .29 Bc ".72 -ccr z / / �•• � , / / 311 .62 / THE DEVELOPER/CONTRACTOR OR THEIR BUILDER SHALL INSPECT AND MAINTAIN0700.:04,140- 0:40kw ` ° 062 / 4 N � < N THE INTEGRITY AND FUNCTION OF ALL TEMPORARY EROSION CONTROL MEASURES l /l 'w.'Cr!�`'�` � �'� w 30 �1 / a > Q THROUGHOUT THE DURATION OF THE DEVELOPMENT PROCESS. TO ASSURE / TC=310.52\ o `�!•�`2:�'e;Ck:` �! �' coNc +� // / / / �1° • lTc a,° N ZLLI ' / BC=310.02` o i �I44"04/4444171" a sr 59 PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD / \ .° .`e;�}��.� � ,•� ��, wgsHo l'' '<,,‘ 3 A '/ 3jo.o• Z ii CONDITION AND REINFORCED, EXTENDED, REPAIRED OR REPLACED AS NECESSARY. Q ;.e ., �;�k�. ,..c/7,-. WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE-SEEDED AND PROTECTED FROM '�' '�.•.t.}��• e�/ _ �=3�°�°'I •a:•%`^v��- ." � '� }�Q.'�a-.�� i' / 0 0 70 0Ile:;41r: °111:iNC:/l':1141Pisz(4'N>i--3.Ew117-9::::::Y70R&IK WzNFURTHER EROSION. ALL ACCUMULATED SEDIMENT SHALL BE REMOVED ANO / q•.�. �,}.:. . .��' / .� w z R s� iCONTAINED IN APPROPRIATE SPOIL AREAS. WATER SHALL BE APPLIED TO NEWLY / ec'c,,y,o0 \� ! 50' MIN. 6" #2 & #3 STONE MIN. ' 7.7777777 777777 7 t 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 MINIMUM 16" INTO GROUND n - ...■■.■........... COMPACTED Z '."'.■...11M111 -�.... .uu..nn. umu .i...... `iy `�` a 8 88 w° BACKFILL IIIIIIIIIIIliiiem." 2 CONSTRUCTION MATERIALS % Y/\\/\// \% ° � 8 ° f o nmmnn. y y y y L OR FUEL STORAGE giff, NJ UNDISTURBED GROUND 1 SLOPE OR LESS `/`� 12' 12' �- FLOWMMMMMMMMMMMM :■MM■:::■■■■MMMMMMMMM : y y y y y y y ` y ` y ` y ` y SILT FENCE / �`i��° 8 a� MIN. �� •� ■1■ ■. \\``/ MIN.h4__ 16 • 1I. 8 1Sa0ftt � � 4 - 10' II II ��'yyyyyy . . � � yy \ / 1\ z =III III III= 1K= = - WW . . . . . + + . . . . . � � � . . �� ___.J-1 :71 i 1 IIIb' =1111 1= FILTER FABRIC, y . y . y . y . y . . . . L L PROVIDE CULVERT PIPE UNDER 1 1 I I-1 EMBED IN GROUND , , , IV ENTRANCE TO CONVEY UPLAND 10'R III-III -III III- 6" IIIH -III OW MIN. IJ 6" MINIMUM SLOPE DRAINAGE AOBE _ SOIL BACKFILL FI 1/ PLAN VIEW -� = 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 1. AREA CHOSEN FOR STORAGE OPERATIONS SHALL BE DRY AND STABLE. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE <2% <50:1 300/1500 N/A N/A AND STABLE. CONSTRUCTION SPECIFICATIONS: 2. MINIMUM DISTANCE TO A NATURAL WATER COURSE SHALL BE 50'. STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. TIES 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. 1. STONE SIZE - USE #2HARDWOOD. / / 3. THE TOP SIX INCHES OF NATIVE MATERIAL SHALL BE REMOVED FROM 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM 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 LENGTH WOULD APPLY). 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES PILE. UPON COMPLETION OF SOIL STOCKPILING, TOPSOIL GEOTEXTILE FABRIC AND 6" INCHES OF CRUSHED STONE BEDDING. 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 SHALL BE STABILIZED WITH SEED AND MULCH IF NOT TO BE CRUSHED STONE SHALL MEET NYSDOT ITEM N0. 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. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER o • 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 FILTER X, MIRAFI 100X, STABILINKA T14ON, OR APPROVED EQUIVALENT. STANDARD SILT FENCE (SF) IS FABRIC ROLLS STAPLED TO 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT a SLOPES WILL BE PERMITTED. WOODEN STAKES DRIVEN 16" IN THE GROUND. CLEAN RUNOFF FROM STOCKPILE AREAS. REFER TO EROSION RUNOFF FROM STORAGE AREAS. REFER TO EROSION AND SEDIMENT z o z CONTROL PLAN. 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. v w ci z OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. EQUIVALENT. WELDED WIRE FABRIC WITH ANCHORED STEEL POSTS DRIVEN eel-Q~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-o ? 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 N4 o~z z z z 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. "BULGES" DEVELOP IN THE SILT FENCE. LINKFENCE AS SUPPORT BACKING WITH POSTS DRIVEN 3' IN o Q zo w o o w EE THE GROUND. MATERIAL STORAGE S. SOIL ,wo.a�z STABILIZED QJ000=N /,„,___„,,\ 2 SEDIMENT CONTROL FENCE STOCKPILE STABILIZATION DETAIL CONSTRUCTION ENTRANCE 2 S SCALE: NTS I ) CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS / CITY OF SARATOGA SPRINGS STANDARD DETAIL 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 A' � H ZCONCRETE WASHOUT AREA Cl)v♦ 0 0 0 0 0 ° ° ° 10'X10'X3'± DEEP w Z z O SILT FENCE FOUNDATION EXCAVATION W x8 ° STOCKPILE AREA X ° 10'f - SILT FENCE CONCRETE WASHOUT AREA /� V 10'X10'X3't DEEP (MIN.) am z ° ° SIGN IDENTIFYING SITE • 0 Z o } 0 , o z ID AS A CONCRETE • WASHOUT AREA -�1 �/ W F PAVED ROADWAY ----gym /\ a v i w 0 ° .r TEMPORARY SEEDING AS PER BLUE BOOK 10' WIDE GRAVEL �_ N•44.11111. O w a O - w o STANDARDS ON PAGES 5.3 AND 5.29. O \ Z w ° ENTRANCE FROM PAVED ` 3 FILTER FABRIC, MARAFI X Q a o a i cr ROAD TO WASHOUT AREA 100X OR EQUAL O w v ! ° ° ,,....... ° ° 10 MIL MIN. ��// O o PAVED ROADWAY POLY/PLASTIC 12" OF #1 OR #2 CRUSHED X\ Q Q o Li LINER STONE FROM PAVED ROAD b x: a: TO WASHOUT AREA ct > Q I H � z '11- A' A' - SECTION A'-A' X Z PLAN In 1 � ' X Daw \ J M a W CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING X14 o CC WF a Ce 1. CONCRETE WASHOUT LOCATION SHALL BE A MINIMUM OF 50' 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, TYPICAL a FROM SENSITIVE AREAS. STORM DRAINS OR DIRECTLY ONTO GROUND. SINGLE FAMILY X a 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE 3. PLACE A SECURE NON-COLLAPSING, NON-WATER STRUCTURE I N CONSTRUCTED MAINTAINED LIQU D AND CONCRETE WASTEQUANTITY COLLECTING COVER OVER THE FACILITY PRIOR PREVENT ACCUMULATION PREDICTED AND OVERFLOW. SIZE TOCONTAIN ALLla O BY WASHOUT OPERATIONS. (APPROX. 60 GAL. OF WATER/WASTE 4. REMOVE AND DISPOSE OF HARDENED CONCRETE AND 4- -k W F 11 PER TRUCK) RETURN THE STRUCTURE TO A FUNCTIONAL STATE. ce 3. PLASTIC LINING MATERIAL SHALL BE 10 MIL(MINIMUM) POLY 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING V OR DAMAGE AND REPAIR AS NECESSARY (RE-LINE THE WATER AND SEWER i Q x in (J SHEETING AND BE FREE OF HOLES, TEARS, OR OTHER DEFECTS F- THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. STRUCTURE WITH NEW POLY SHEETING AFTER EACH SERVICES (TYP.) W 0 4. WASHOUT FACILITY MUST BE CLEANED OR NEW FACILITIES MUST CLEANING). • C z Cu BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS • HZ 75% FULL. POLY LINER TO BE CHANGED WHEN CONCRETE N O WASHOUT AREA IS CLEANED. Z H M 0 7r BUILDING SETBACK LINE CONCRETE WASHOUT AREA x W w w Q} Ow Jzo) 4 BUILDING PERMIT AND W a Q^ \ / SCALE: NTS NOTICE OF INTENT POSTING x N W V z J J NEW YORK STATE DEPARTMENT OF HEALTH - z Q Lo �/ Q x2- 10" MIN. ce 0 w ASPHALT X I SILT FENCE SHALL BE INSTALLED DRIVEWAY z N DOWN GRADE OF ALL DISTURBED w AREA APPROXIMATELY 5-10' BEHIND X 11' TYP. THE EDGE OF THE PAVEMENT WHERE LOTS DRAIN TOWARD THE ROADWAY TO REDUCE THE AMOUNT EDGE c RIGHT-OF-WAY/PROPERTY LINE tAt OF SEDIMENT THAT ENTERS THE 0X0 c;� / ROADWAY. A VEGETATIVE FILTER litlibLO STRIP TO BE IMMEDIATELY PLANTED AND MAINTAINED BETWEEN THE SILT FENCE AND THE PAVEMENT. SILT FENCE SHALL BE MAINTAINED THROUGHOUT LOT CONSTRUCTION STABILIZED - - UNTIL A PERMANENT STAND OF CONSTRUCTION x VEGETATION IS ESTABLISHED. X X ENTRANC` X X • PLANNING BOARD # 20200440 EROSION & TYPICAL LOT LAYOUT & EROSION CONTROL Approved under authority of a resolution adopted SEDIMENT (5 by the Planning Board of the City of CONTROL DETAILS SCALE: NTS (Date) Saratoga Springs. PROJ. NO: 707.17 (Chairperson) (Date Signed) SCALE: AS SHOWN D T- 1 DATE: 6/29/2020 SHEET 7 OF 10 EXISTING SEWER MAIN: SAWCUT LINE ORIGINAL ASPHALT TAPPING SADDLE TO BE 12" APPROVED BY D.P.W. M - ADAPTOR FITTING IF REQ'D ,--- PROPERTY LINE, R.O.W. OR WEARING COURSE(S) IN PVMT- - IN TURF EASEMENT LIMIT BASE COURSE -- 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH NEW SEWER MAIN CONSTURCTION: ' 45° OR 30° BEND (SEE NOTE 3) 45° OR 60° WYE OR AS REQ'D END CAP FOR FUTURE ✓ v ✓ " i �mm��m�i� - BORROW: WELL GRADED INORGANIC GRANULAR TEE/WYE TO BE APPROVED CONNECTION -� . .•- = -•-�� •. -4 ..�.' \ \ \ \ \ SOILS AND/OR ROCK, MAX 1-1 2 SIZE, NOT BY D.P.W. ,�I4w4I4I,I,I4•0// / / / / / / / , 2"x4"x24" PRESSURE TREATED SET PAVEMENT ..,. i..•.•,.-.10.-.11.-.107117*.. \\\\\\\\\\\\\�, MORE THAN 20% BY WEIGHT PASSING #200 ' • 202020SO/ // // // / SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE PLUMB AT END OF LATERAL FLAGGED ��`;z: .�__�__�__�__•_\ \ STRUCTURAL ;,_ �� A \ \ \ V�;� WITH FLUORESCENT COLORED SURVEY i-Mtv�i _r _r r //\//\//\//\// VIBRATORY COMPACTOR WITH 12" LIFTS) SECTION )i-Mt - - CAMPBELL FOUNDRY COMPANY IIKRIBBON FOR EASY IDENTIFICATION A.O.B.E. N '.i.iI„er}��Osie/ \ \// SEWER MAINM. ��\ \/\/\/ TRENCH WALLS LAID BACK PER OSHA NO. 1009 OR EQUAL LATERAL ON PRIVATE PROPERTY REQUIREMENTS OR SHEETING A.O.B.E. - FINISH GRADE-MATERIAL VARIES MIN. SCH. 40 PVC _ BUILDING SEWER i I I1 SUBBASE COURSE ° — .._ _ LATERAL 6" MIN. PIPE ZONE BACKFILL - GRADATION SHALL BE: (SEE NOTE 4) 12 MI{�I. —I —I I- I II I El I El I 11 SDR 35 PVC ' "WELL GRADED SAND WITH 3/4" MAX. PARTICLE I CITY PROPERTY PRIVATE PROPERTY ��- III- SIZE AND NOT MORE THAN 10% PASSING #200 —III ORIGINAL SUBBASE I I , SIEVE (US; ;:; ;;;; WITH 8" LIFTS) —III III—PIPE ZONSTONE TO% CONFORM SPEC. 703-02fi� COURSE AREMOVABLE WATERTIGHT OUTSIDE CROWN / �-• PLUG OR CAP EXISTING AND/OR FINISHED GRADE /� 3" f REVEAL :: :0:*�:` .-3k. �/V,./wV' . '\"f,'\1 w ' ��'\ /X V/X v^^\ X75//7 y > `' j��=�� ' UNDISTURBED SUBGRADE OR EXTRA FOUNDATION PIPE SPRINGLIKE �0�� O� iR ) .: • � .:1'1,54e41awas II STONE A.O.B.E. 2"x4"x24" PRESSURE TREATED STAKE BOTTOM O.D. 1/11011f,y�i7`- �f' Lo SLOPE: 2.0% MIN. (1/4" / z PER FOOT) TO 10% MAX. , r•:, i1�� ii V.e,i• �- o : <��i i:! :i t_ �:! r 4"—SHORTADIUSB RADIUS BEND —1 1 1-1 1 1I Q I - I.D. + 3' MAX. W.,,,,,, I 'Y' BRANCH WITH 01\ — PIPE BEDDING AS REQUIRED NOTES: 4" LATERAL 1 ,` % 1. STREET OPENING PERMIT IS REQUIRED. WATERTIGHT JOINT FOR PLUG, ',� = h UNDISTURBED SUBGRADE _ice" " iiiiii iii in uiui...ui...ui uiiii..._..._ ti 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 CAP OR ADDITIONAL PIPING �i �'II : :1,,!" - SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE - OR - SEWER MAIN OR i� = 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 __' - GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. SECTION 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: , FLOW DIRECTIONxi- 2-1/2" SIEVE - PASS 100% BY WEIGHT N a NOTES: 1-3/4" SIEVE - PASS 95-100% BY WEIGHT z} 1. THE SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNERS RESPONSIBILITY. o 00 3/4" SIEVE - PASS 60-75% BY WEIGHT Lam.: w o z 2. CONNECTION TO THE PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. N 1/4" SIEVE - PASS 25-45% BY WEIGHT 11 -7t� 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. - i 3 w #40 SIEVE - PASS 10-25% BY WEIGHT —III o o cnw a z 4. ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. Imo` w o-o_I- 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 I I III III 11 COMPACTED SUBGRADE N o~z z z z -III— SANITARY SEWER � � � II '- Opzwoow i<omEE 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. SOLID CONCRETE BLOCK i-cei=o a a o D w 0 0_iU? SERVICE CONNECTIONS TYPICAL PIPE TRENCH DETAIL TYPICAL CLEAN OUT QJ000=N ZQa0OQ J I i-- CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS \ 2 / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. I 2 SCALE: NTS Z O H V M CC H " ~ Z Z w ] Z ' N W x ° O U N CL r w CC p J 3Z r O W O � w i 1 Z O Z H LL . O _ W d U ` O F 4 1 i H W0D o a V Z o e i w Da 0 1- O w v . miO IX o F N U Fri Qag w IZ N imim csi I N w Z v Zvi — WZ g 2 maw - W co a WCC F a OCg H N W " W } I— Cl) fil LD z W ce Cu I_ - ilio n Z MON W Z W WNL uLLI U ' Cly W Wi0-3 z Lij co CI) Zz a_Q m NEW YORK STATE DEPARTMENT OF HEALTH W — 14 �'1 '9 L'a 2? C.)ce Jz W 4111111141kL0 PLANNING BOARD # 20200440 SANITARY Approved under authority of a resolution adopted SEWER DETAILS by the Planning Board of the City of (Date) Saratoga Springs. PROJ. NO: 707.17 (Chairperson) (Date Signed) SCALE: AS SHOWN DT- Z DATE: 6/29/2020 SHEET 8 OF 10 SAWCUT LINE FINISHED GRADE ORIGINAL ASPHALT 12" WEARING COURSE(S) IN PVMT IN TURF BASE COURSE 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH f ///\//j j//j\///\\///\\//j//j/j\/ j j j% (SEE NOTE 3) /� \ \ \ \ \ \\ �\ \ �\ �\,� , \\,.\\,.\\,.\\,.\\,� \ \ rnmmmmmmmiWX, BORROW: WELL GRADED INORGANIC GRANULAR Z ce-rbea04•40=4=40/\//\//\//\/4 SOILS AND/OR ROCK, MAX 1-1/2" SIZE, NOT to ;„*„...e.-•-•-•-•-••\ \\ \\ \\ \\/ MORE THAN 20% BY WEIGHT PASSING #200 o SEWERMAIN PAVEMENT otI"0�agiw �I�4// // // // / SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE I I STRUCTURAL ��'�x�� fiAi'�� \�\\�\\�\\�\\ FULL LENGTH OF PIPE CENTERED ON SEWER LINE " 11.IfI x / VIBRATORY COMPACTOR WITH 12" LIFTS) TREE BELT / / / / FINISHED GRADE SECTION �'��- -�•\/\\/\\/\\/\\ A.. SIDEWALK A.O.B.E. & I I •_,Af I I" �//\//\//\/ / m I CURB oWiRfitSEE \/\/\/\/ ips..m :///\\//\\/\\/ - TRENCH WALLS LAID BACK PER OSHA h _ NOTE REQUIREMENTS OR SHEETING A.O.B.E. ROADWAY SUBBASE COURSE - -� -` a j ..._... .. (SEE NOTE 4) PIPE ZONE BACKFILL - GRADATION SHALL BE: # 12" MIN. "WELL GRADED SAND WITH 3/4" MAX. PARTICLE 00 WATER LINE ` CURB BOX 1' 11 I1 SIZE AND NOT MORE THAN 10% PASSING #200 Z MUELLER 5'6" MODEL H-10314 (IN TURF) ORIGINAL SUBBASEIV SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) -- SANITARY SEWER CORPORATION STOP WITH MODEL H-10334 (IN CONCRETE WALK) COURSE •,. OR STORM SEWER m WATERMAIN SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE Di.a - 110 , -0- , COMPRESSION FITTING Z_ 1 MUELLER H-15008 3/4" CURB STOP PIPE ZONE BEDDING - FOUNDATION STONE TO In OR 1" - SIZE AS ID / MUELLER ORISEAL MODEL H-15209 COMPRESSION �i Vii` i�� CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02 REQUIRED MODEL H-15219 (W/ DRAIN) :17.4#1.Cr , I COURSE AGGREGATE (SEE NOTE 2) OUTSIDE CROWN r,zia;•� `��j it.• In • imo�=`� _ �g�� I JSIZE AS REQUIRED FOR 3/4" OR 1" SERVICE VFI-PIPE SPRINGLINE ;o 04 ,-.�' �4 r ., UNDISTURBED SUBGRADE OR EXTRA FOUNDATION SEE NOTE SEE NOTE I rP.--- 1-0.1-04.41/4 /700 TEMPORARY CAP OR PLUG ( AS NECESSARY) 9 STONE A.0.B.E. BELOW BELOW 1 •--0ilk Z � � h I- 3/4" MIN. SIZE TYPE K COPPER BOTTOM O.D. ��VA �7` • •,� •Z*M PIPE OR SIZE AS REQUIRED �1%.1 . • • .. . . NOTES: 11 Gr . • • .• , • • `..%! NOTE: I I o,-• • t`� 0 • • •,- 1. REFERENCE - TEN STATE STANDARDS PIPE JOINTS TO BE EQUIDISTANT FROM ••0.4 • �..- EZ74., 2. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE POINT OF CROSSING FOR BOTH WATER I I-111-1 TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN AND SEWER PIPES. SOLID CONC. BEARING -....-1.D. + 3' MAX. UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP WATER MAIN 3/4" OR 1" COPPER BLOCK OR C.I. FOOT OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION TUBING (TYPE K) NOTES: SIZE AS REQUIRED) 1. STREET IS REQUIRED. BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL c 2. FOUNDATION OPENING STOPERMITE - N.Y.S. DOTQSTD. SPEC. 703-02 SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE NOTES: - SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE TOIPROVED THE ABOVE EMSI RE TESTED THE SEWER SHALL BE TIGHTNESS ANDP CONSTRUCTED EQUALI . TO WATER 1. LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS - OR - PIPE, AND SHALL BE PRESSURE TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. PRESENT INSTALL CURB BOX AT PROPERTY LINE. - SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, % PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. INSTALLATION O F WATER MAIN AT - GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEERINFER BASED ON FIELD CONDITIONS. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: CROSSING WITH SANITARY OR STORM SEWER C COPPER WATER SERVICE PIPING DETAIL 2-1/2" SIEVE - PASS 100% BY WEIGHT 3/4/ SIEVE SIEVE PASSS60975%0 BY WEIGHT CITY 2 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS zo_ 1/4" SIEVE - PASS 25-45% BY WEIGHT v �'oo z #40 SIEVE - PASS 10-25% BY WEIGHT =0o Nwa Q 1-3 w w N Z H 1- o #100 SIEVE - PASS 3-12% BY WEIGHT w o o_IZ Feo zzzz 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. o E zo w o o w i-cei=oQao (.--A--. TYPICAL PIPE TRENCH DETAIL -iii - ,11 FABRIC (OR �J�oowQ FABRIC WATER MAIN z Q Q o->o z II II SEWER FORCE MAIN) J \ / CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. I âkH . WIDTH A' THRUST BLOCK /%\�'i\\. \ REQUIREP /\j r, , j\\\/\�\ , 1 D o tA01 QIIIIII ///// PLAIN RUBBER M GRADE %\\ j\\j\\ // `` GASKET VALVE BOX FLUSH WITH THE PAVEMENT r\ O \//��/i \\j/ FINISH GRADE (TELESCOPIC OR 1" IN GRASSED AREAS T11 ;I <\ \.\.,/ \/\�/\ \ /\DEPTH r\i BELL OR �A \��\, , - CONCRETE v\ r SOCKET Z FINISHED GRADE PATTERN) -1 THRUST BLOCK /. " I " I " I " " " ' " 'i " " " I " I " I " I " " " ' J 'I I� SECTION A-A A UNDISTURBED 0 • • • • • �% • • • • • • • • • • • • • • • • • • III I I- LENGTH SOIL i �\ L.. -- SPIGOT OR V 6" MUELLERGATVALVE BOX PLAN PLAIN END SECTION 'A' A-2361 R.W. GATE M VALVE WITH (TELESCOPIC = CC MECHANICAL JOINT PATTERN) _ i II =1 II I- GLAND PUSH-ON JOINT(P.O.J.) z w z ENDS "OPEN RIGHT" 1 1 Ill �'� III - v ♦~♦^^ _ NUT (%" & 3/4" BOLT z V♦ THRUST RESTRAINT X11 III- -I - =1 - TORQUE TO ��___ - TEE BOLT Z Z z - =1 = I= = TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 HMA., 80 SERIES COMPACTION ..-^ BROOM FINISH PERPENDICULAR TO WALK BINDER COURSE - NYSDOT ITEM 402.198902-19F9 HMA., 80 SERIES 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF TACK COAT - NYSDOT ITEM ---`.. COMPACTION PG BINDER (LIQUID PAVEMENT TOP BINDER GRAVEL ESAL -- 4" CONCRETE - SEE CONCRETE SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING 407.0102 DILUTED TACK ASPHALT) GRADE SHALL BE PG-64-22 TYPE COURSE COURSE COURSE LEVEL SPECIFICATIONS BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE COAT illEMN TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE Ell - SUBBASE COURSE TYPE 2 PER NYSDOT PARKING <0.3 CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE SPECS SECTION 304 (INCREASE 6" FOR LOT 1-1/2" 2" 8-10" MILLION iiiiiiiiii ..-•-•-• - 6" x 6" NO. 6/6 WOVEN WIRE MESH :•.:•.:•.:•� EXCEPT A.O.B.E. OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED TYPE 4 PER NYSDOT SPECS SECTION STANDARD <30 • - -�-�-� WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. _ 304) COMPACTED TO 95% PROCTOR ROADWAY 1-1/2" 3" 12" MILLION •,1:•di:•�:•�:• 6" GRANULAR SUBBASE COURSE NYS DOT 111_111=111-= 1=I 11-1 11-1 11-1 1 1-1 1 1-1 1 1-i 1 1-1 1 1- /\/\/\/\/\_ 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT AND BELOW, A NON-CHLORINE ACCELERATOR � � � � III-111-111n11=1=111111111=1HEAVILY / / SECT. 304, TYPE 2 COMPACTED TO 95% IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT CONSTRUCTION FABRIC, AMOCO TRAVELED / 2" *4" 12" <30 \ \ \ \ \ \ STANDARD PROCTOR AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305F-99. STYLE 2006 OR APPROVED EQUAL TRUCK MILLION \/\/\/\/\/ INSTALLED IN ACCORDANCE WITH LOADING //,///,//, /, /,// SUBGRADE COMPACTED TO 90% STANDARD 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND SHALL SUBGRADE - COMPACTED TO SECTION 207 NYSDOT STANDARD PROCTOR CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX 90% STANDARD PROCTOR SPECIFICATIONS *BINDER TO BE PLACED IN 2-2" LIFTS WITH TACK COAT BETWEEN. (OR APPROVED EQUAL). NOTES: TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT 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 INCREASING THE WATER-CEMENT RATION. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE 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. NOTES: --- BROOM FINISH PERPENDICULAR TO WALK SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS EXPANSION JOINT SPACING - 20' - 25' O.C. APPROXIMATELY 2 TO 3 INCHES. 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. CONTROL JOINT SPACING - 5' O.C. NOMINALNINNIE 6" CONCRETE - SEE CONCRETE 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. lifillIMINIMIRM PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE 3. ALL MATERIALS SHALL CONFORM TO NYSDOT, SECTION 400 AND SECTION 300. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E SPECIFICATIONS AGAINST SPALLING CAUSED BY SALT INFILTRATION. .0.0.0.0 MAX. SLOPE ALONG THE LENGTH OF THE WALK a. 1. f. �. i 4. CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SECTION 401-3. SHOULD NOT EXCEED 1:12 �•�•�•�� 6" x 6" NO. 6/6 WOVEN WIRE MESH 5. ALL SLIP-FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONSTRUCTION JOINT DETAILS TO BE SUBMITTED h,odi•di•dt�42 CONCRETE MIXTURE (OR APPROVED EQUAL). 5. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. AND APPROVED BY CITY ENGINEER /\/\/\/\/\ 8" GRANULAR SUBBASE COURSE NYS DOT SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED / ///////// SECT. 304, TYPE 2 COMPACTED TO 95% 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERE TO SHALL ONLY BE MADE SUBJECT TO 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 \\\\\\\\\\\ MEASURES (E.G., FILTER FABRIC, UNDERDRAINS, ADDITIONAL GRAVEL, ETC.). BY CITY ENGINEER \/\\�/\\�/ /\\�// STANDARD PROCTOR APPROVAL OF THE CITY ENGINEER. /i./i./i./i.//i.//i 6. CURBS SHALL BE FORMED INTEGRALLY WITH BINDER COURSE AND TOP COURSE. - SUBGRADECOMPACTED TO 90% STANDARD PROCTO R CONCRETE SPECIFICATIONS 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 NYSDOT SECTION 407-2 AT APPLICATION RATE OF 0.05-0.1 GAL/SQ.YD. TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) 3 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. 8. ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL PAY FOR ALL TESTING. 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 GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: SET AT THE BINDER COURSE ELEV. AND SHALL BE RAISED AT THE TIME OF APPLICATION OF THE TOP COURSE PAVING. 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 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 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS 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 WITHIN SARATOGA SPRINGS: 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 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE 1- APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 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 �" -� FINIAL (SAME FINISH AS POLE) 0 • 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 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN) FROM EDGE OF SHOULDER. }}a DETERMINE THE SUITABILITY OF THE NATIVE MATERIAL AS ROAD FILL TO THE SATISFACTION OF THE DESIGN AND CITY ENGINEER. 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. A z>- LED ROOF-MOUNTED OPTICS HEAT N w U z SICK FOR HEAT TRANSFER 0 Q~3 w ASPHALT PAVEMENT DETAIL ( \ CONCRETE SIDEWALK DETAIL ��oNoJZ N Zi-,- (j El ppZwOOw CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. 2 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS =Q��~~ / \ O w U J U? Q Jp000(n zD<<0 0 Z J STERNBERG ORNAMENTAL FIXTURE 20'± MODEL D65OSRLED TEMPORARY PAVEMENT AREA _---- EDGE FOR 66 WATT LED (4ARC22) TO BE REPLACED WHEN ROAD -..01----- FUTURE SAWCUT ��IAN, T 2200K COLOR TEMPERATURE SURFACE IS EXTENED ` / NOTES: NATURAL TAPER - WEARING COURSE --A ,-'"y 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE `- SEALED LED/OPTICAL ASSEMBLY ta COORDINATED WITH THE CITY ELECTRICIAN AND BINDER COURSE °\ ., DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER). . r �.~%I �'�iv�T��I�i� HOSE ��som�l �� I � •i j �••�#�'.•�•�- -' GRAVEL BASE COURSE � 2. THE OWNER DEVELOPER IS RESPONSIBLE FOR �� : •i�t.4�� .. �Y!�LA�•O��1�i•L��. ��2 �_�C WRAP: WATERPROOF - r•�. OWNER/DEVELOPER \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ` TREE WRAP - APPLYPr ELECTRIFYING THE SYSTEM AND PAYING THE ELECTRIC \/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\\/\\\/\\\/\\\/\\\/\\\/\\\ \\ \\ \\�\\�\\/\\\/\\\/\\\/'\/ SUB-BASE COURSE I N 4" WIDE STRIPS 1_i OF SAR ATO GA CSPRINGS.BILLS UNTIL ACEPTEDAN D TAKEN OVER B Y THE CITY LED DRIVER WITH ELECTI RCAL QUICK-DISCONNECT \//\//\//\//\//\//\//,‘/ice//\// /�. r - -- 3" HEAVY WALL CAST ALUMINUM FITTER MULCH - 3" MIN. WIRE NO. 10 GAUGE 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND M BETWEEN BASES USE 2" SCHEDULE 40 PVC WELDED TO POLE TOP (WITH PHOTOCELL) BITUMINOUS PAVEMENT TERMINATION NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS SAUCER , STAKES 2"-2Y2"O OR SQ., 8' WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN --,n, vICC LONG. USE 3 STAKES FOR COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND COEXISTING NEW FINISHED GRADE OVER 2" CAL. 2 STAKES FOR Z v♦ GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A Z PAVEMENT CONSTRUCTION =mnnnnnnm mumu_ii��imnnmmmmmimmm�mIImnnnnnn How 2" CAL. & UNDER. Cs' SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO a oz AMENDED TOPSOIL MIXTURE IN THE 111111 111= -- FOLLOWING RATIOS BY VOLUME: .vw.v-Di��ii� III-II BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE STERNBERG MODEL W O �� ♦ = BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING = c� � 3" TO 4" TAPERED POST z V a 20 PARTS TOPSOIL 111 ��, 111- OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH w 6061-T6 STRUCTURAL GRADE O & 4 PARTS PEAT MOSS 111 � COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT I 6'1 ' J 2 PARTS PEAT HUMUS III 1-111= ALUMINUM 0.125" WALL a =1 FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S 0 1 PART FERTILIZER (10-6-4) 111- -111- iv NO. 4212-T w SAWCUT DEPTH OF - 1E 1 11 f 111 111 111-111 -111-11' STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE BLACK FINISH 0 W z O o -i -i - WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 Z z : z PAVEMENT & TACK POLE WELDED FOR SINGLE UNIT } u. COAT ALL SURFACES UNDISTURBED SUBGRADE V 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS CONSTRUCTIONa C - PRIOR TO PAVING .,. . PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER LIP:F i w WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 > Z c8.> • o NOTES: AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE O w a O '. a BUSSMAN O ~ PAVEMENT SAWCUT 1. MAJOR TREES (STREET & SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) AND PROVIDE SEPARATE FUSE HOLDERS, v p e Z i w Lu HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF et w ct 2. MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H. EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND . - ACCESS DOOR WITH FLUSH STAINLESS 1 a o a : ~ PAVEMENT TERMINATIONE M 3. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES. STEEL ALLEN HEAD SCREWS w 4. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS mi O Ct a Om . BY THE CITY OF SARATOGA SPRINGS: CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN H z v AND SAWCUT DETAIL A. BOTANICAL NAME BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED Q Q o w Q 4 B. COMMON NAME DIRECTLY ONTO CONCRETE BASE USING FENDER 17" DIA. BASE WITH 0.750" FLOORIll- N C. TOTAL QUANTITY WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS. 4 ANCHOR BOLTS AND 1 N a ZMMM j CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. D. HEIGHT OR TRUNK DIAMETER THICKNESS, AND LOCK WASHERS. GROUND LUG. INSTALL LIGHTS DIRECTLY E. SPACING ON BASE USING %"� x �" THICK Im N WASHERS O i a DECIDUOUS TREE PLANTING DETAIL 3%" CHAMFER (TYP) Da CN w J C5 \\\ CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS `� Q � W • Z ikt\ ZINC-PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION al CC la O a Ce1- g 0.25" WALL 3" FINISHED \/�\//�\/'\' ,.e°., .° \.///\\/\ j GRADE W o 1/4" RADIUS z \� \ \ , ' v\/\/\//, W FINISHED GRADE - \/\/\ a . \/\/\� _ 6" 5 \\//\\// 2 'e 6. .:. ''/ / 4000 PSI 1 MIN. `/\j\j• : °, �/ \ L'Il- 6" SCARIFY AND REMOVE EXISTING \/\/\ \/\/ / CONCRETE BASE V MIN. PAVEMENT EQUIVALENT TO PROPOSED N /\\//\\! ;:�':'a 9 ' /\//� WITH SONOTUBE - TOP COURSE THICKNESS z + \ \\�\\ Z �7 /\ FIBER FORM () W 0 III- -I -I -I I- <; \-`\,. Cn W -III=III=III=III= • ;' .- - PAVEMENT �,/� NEW PAVEMENT `/� \\/\\ 4. a \\\ 20" DIA. C - Cu 1E111=1II= V FOR GRADE SEE PLAN V o \//�.. °, .. ..;. '\//\. I IG z 0 -III-I1I-I1I- °n.. :;.: I /\\/ .. .'e . \/\\/ E iNC9 _ _ - MATCH EXISTING SUBBASE, -,, SAW CUT /\/� ^. \\/ Z (�0 -I -I IIMI /\/ / 2" PVC SCHEDULE Z N N I I=III=III= ., • IF GREATER THAN `.. EXIST. SAWCUT EXISTING • / fi% W W 0 _ _ a v CAST-IN-PLACE/SLIP FORM PROPOSED SECTION PAVEMENT PAVEMENT & TACK y/\ //\ 80 NO DIRECT LINI °D _ ' -� 0 CONCRETE CURB. SEE \/\ • : °: \/ V Q}w LI 07 - - - ;:. �1�p-�� CONTRACTOR TO (VIF) 12" COAT ALL EXISTING SEE PAVEMENT SECTION- ,y\/. \ \\ BURIAL y W J Z 07 -I -I -I •-•-•-•- CONCRETE SPECIFICATIONS _ _ SURFACES 1 II 1 I-I 1 I- , ike4.0=.=b► DETAIL // , e . // Z =115 0 -I1I-I1I-I i •-•-:•vY•�•-• 6" MIN. IIIIII _ " .• .;:.•..-'•-•-•�. � \\\\ \ \\\/\\\\\\\\\\\\\\\\ 1 ` \\, :; " \\ \\ GROUND ROD \�\�\\�\�/\�/\ \�\\�\\� PER N.E.C. a " :-4 • 10 , •' • 95% STANDARD PROCTOR ce I I 20" - N =v=v=eire=ei I I=III=III UUUUU UUU COMPACTED TO 90% PROCTOR -• -� -• -• ;! • , III-III-I I �� W '11 _i- -i_i-i i i=�i i= I-III-III �� !� -1 I I-III III-III-III III-III-III-I -I I ��o� o�o�ol� i. DECORATIVE STREET LIGHT - [LED] DETAIL 7' -� I=1�I-I�I- I I-I�I-I�I-I�I= - 8 ''1 111=1�1-111 1�1-1�1-1�1-� th..1 0 NOTE: EXPANSION JOINTS yo��a0�4 • CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. SPACED ALONG CURB 10' 7" SUBGRADE COMPACTED TO ��// \ O.C. MAX. 90% STANDARD PROCTOR A � •O O V/Pr I1 -oma-oma-oma-oma_' NEW YORK STATE DEPARTMENT OF HEALTH 10 TYPE 'I CURB - CAST-IN-PLACE/SLIP 20' MIN. FORM CONCRETE AT TURF DETAIL 1 -. STANDARD TRANSITION PLANNING BOARD # 20200440 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS SCALE: NTS MISCELLANEOUS Approved under authority of a resolution adopted SITE DETAILS by the Planning Board of the City of (Date) Saratoga Springs. /� (Chairperson) (Date Signed) PROJ. NO: 707.17 D T- `T SCALE: AS SHOWN DATE: 6/29/2020 SHEET 10 OF 10 LANSING ENGINEERING, PC Letter of Transmittal 2452 State Route 9,Suite 301 Malta,NY 1 2020 Telephone:(51 8)899-5243 Facsimile:(518)899-5245 Date: 4/14/2021 Proj.#-707.17 RE: DePaulo—Crescent Street Development To: Susan Barden Principal Planner Office of Planning&Economic Development City of Saratoga Springs 474 Broadway Saratoga Springs,NY 12866 We are sending you ® Attached ❑Under separate cover via the following items: ❑ Shop Drawings ❑ Prints 0 Plans/Originals ®Applications ❑ Copy of Letter ❑ Change Order ❑ Samples ❑Report COPIES DATE NO. DESCRIPTION 3 4/14/2021 Application 3 4/14/2021 Plan Set 1 4/14/2021 Check 1 4/14/2021 CD THESE ARE TRANSMITTED as checked below: ®For approval ❑Approved as submitted ❑ Resubmit 1 copies for approval ❑ Other: ® For your use ❑Approved as noted ❑ Submit_copies for distribution ❑As requested ❑Returned for corrections ❑ Return_corrected prints ®For review and comment ❑For bids due ❑ Borrowed prints returned SIGNED: QL'1.f l Courtney L. Connors, Adnistrative Assistant for Copy filed to prior submissions ri y Douglas E. Flynn, Jr. Project Engineer cc: If enclosures are not as noted, kindly note us immediately P:\PROJECTS\70717-DePaulo-Crescent St Development\DESIGN APPLICATIONS CORRESPONDENCE\DRAFTS\70717-2021_04_14-City of Saratoga Springs Trans docx