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HomeMy WebLinkAbout20210764 13 Bowman Subdivision Application **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED* JroR OFFICE USE] 1 or,.t �t�` .51, (Application#) �� Vpki �.�� CITY OF SARATOGA SPRINGS .. .. I PLANNING BOARD erjbli CITY HALL 474 BROADWAY (Date received) SARATOGA SPRINGS, NEW YORK 12866-2296 of",PukArvu ly F TEL: 518-587-3550 X2533 www.saratoga-springs.org (Project Title) APPLICATION FOR: Check if PH Required PRELIMINARY n FINAL SUBDIVISION Staff Review Property Address/Location: 13 Bowman Street Tax Parcel#: 179.29-3-19 Zoning District:UR-2 (for example: 165.52-4-37) IRR/SR1 -Conservation Subdivision Checklist Required Total Acres: 0.344 Land to be Subdivided Into: 2 Lots APPLICANT(S)* OWNERS)(If not applicant) ATTORNEY/AGENT Name T & T and Bowman LLC Same The LA Group, PC 19 Railroad Place,Suite 201 Saratoga Springs,NY 40 Long Alley,Saratoga Springs,NY 12866 Address Phone (518) 478 - 8596 (518) 587-8100 Email Anthony@carusohomebuilders.com dheller@thelagroup.com Identify primary contact person: 0 Applicant 0 Owner ®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 I I YES J If YES, include Application TYPE Site Plan and DATE: 1013101 Does any City officer, Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? YES NO x . If YES, a statement disclosing the name, residence, nature and extent of this interest must be filed with this application. I, the undersigned owner or purchaser under contract for the property, hereby request Subdivision consideration by the Planning Board for the identified property above. I agree to meet all_requirements under the Subdivision Regulations for the City of Saratoga Springs. Furthermore, I hereby authorize memb-rs of the Planning Board and designated City staff to enter the property associated with this application f. . rposes of cond 'ng any necessary site inspections relating to this application. Applicant Signature: / Date: �� 2-4. 7---( Al If applicant is not current owner, owner must also sign. Owner Signature: Date: 7- 2 ` T 2 ( Application Fee: Make checks payable to the "Commissioner of Finance". REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. Revised I/202t Check City's website(www.saratoqa-sprinqs.orq)for meeting dates. CITY OF SARATOGA SPRINGS PLANNING BOARD CITY HALL-474 BROADWAY j/*�11 SARATOGA SPRINGS, NEW YORK 12866-2296 TEL: 518-587-3550 X2533 a*''07.;A ry www.sarataga-springs.org PRELIMINARY/ FINAL SUBDIVISION APPROVAL REQUIRED SUBMITTAL CHECKLIST Checklist Prepared By: The LA Group Date: 7/21/21 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 wloriginal signature), 1 digital copy of ALL materials and Fee are required. CHECK EACH ITEM I. Completed Subdivision Application pi 1a. Conservation Subdivision Checklist if required ✓ 2. SEQR Environmental Assessment Form-short or long form as required by action. 3. Set of plans including: (3) large scale plans (sheets must be 24" x 36",drawn to a scale of not more than 1"=50 feet). One digital version (PDF) of all submittal items printable to scale 111 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 O7. Complete Streets Checklist 8. Project Cost Estimate for Letter of Credit(utilize City template) REQUIRED ITEMS ON SUBDIVISION PLAT, AS APPLICABLE: 1. Name of Subdivision 2. 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. 3. North arrow and map scale City of Saratoga Springs Subdivision Checklist 1 4. Location of proposed home on each lot including finish floor elevation to nearest tenth foot. LJ 5. Parcel tax map number l Y l 6. Site location map (with title block and map key) 111 7. Site vicinity map (all features within 300 feet of property) 111 8. Identification of current zoning district with corresponding area and bulk 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) 111 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) 13. Identification of size, material,elevations, and slopes of all existing and proposed utilities within 400 ft of site. 14. Parcel street address (existing and any proposed postal addresses) u 15. Incorporate the City's standard engineering details. Yes No N/A zri 16. Identification of existing or proposed easements, covenants or legal rights-of-way on this property 1 17. References to all prior variances or special use permits nEl 18. Existing and proposed contours and spot grades (at 2 foot intervals)extending to property boundary ❑ I I 19. Identification of all watercourses, designated State wetlands, buffers, Federal wetlands, floodplains, rock outcroppings, etc. I ❑ ri 20. Identification of all existing or proposed sidewalks or pedestrian paths (show type, size and condition) j I n 21. Location, design specifications and construction material for all proposed site improvements (drains, U culverts, retaining walls, berms, fences, etc.) zri ri 22. Location and distance to fire hydrant Ori Li 23. Erosion and sediment control plan—including designated concrete truck washout area In 24. Approximate location, dimensions and areas for proposed lots and proposed public recreational land zu n 25. Proposal for utility systems and lateral connections z26. Location and width of proposed streets City of Saratoga Springs Subdivision Checklist 2 2021 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 addl variance Area Variance-Multi-Family,Comm,Mixed-Use $660/var+$50/app+$200 each add,variance Interpretations $550+$50/app Post-Work Application Fee Add 50%App fee+$50/app Variance extensions S0%ofAppfee+$50/app Application to Design Review Commission[1] TOTAL BSTRUCTURE Demolition f ,$385 Residential Structures Principal $55 Accessory $55 Extension $35 Modification 555 Multi-Family,Comm,Mixed-Use Structures Sketch $165 Principal $550 Extension $200 Modification $330 Multi-Family,Comm,Mixed-Use Accessary,Signs,Awnings • Principal $140 Extension $75 Modification $140 • Post-Work Application Fee Add 50%App fee Application to Planning Board[1] TOTAL #STRUCTURE Special Use Permit[2] 5990+$50/app Special Use Permit-extension $330 Special Use Permit-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+5130/1000sf Non-Residential-extension $300 Non-Residential-modification $550 Subdivision-incl.PUD: TOTAL #LOTS Sketch Plan f r $330 PreliminaryApprovaf[2] Residential 1-5lots $660+$50/app Residential:5-101ots $990+$50/app Residential:11-20 lots $1320+$50/app Residential:21+•lots $1650+50/app Residential-extension $330 Final Approval[2] Residential 1545 1 new $1320+$175/lot+$50/app Non-Residential $2000/lot+$50/app Final Approval Modification[2] Residential $330+$50/app $ / Non-Residential .$550++$50/app Final Approval Extension Residential $135 Non-Residential $330 Other: TOTAL RLOT/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 tol%ofLoC Recreation Fee $2000/lotorunit Land Disturbance 5660+$55/acre SEQRA EIS Review[Draft&Anal] TBD Legal Noticing if PBrequires Public Hearing $50/app [1] Fees are based on per structure,except where noted. $1,545.00 TOTAL DUE [2] Legal ad required;includes Cityprocessing and publishing For Administrative Use Total Paid at Intake Revised Fee Balance Due /__J_Balance Paid Staff approval Cost Estimate for Letter of Credit PB#xxx Project No: 2021020 Project: Miller 13 Bowman Street Location: 13 Bowman Street Saratoga Springs, New York Date: 7/21/2021 Item Quantity Unit Unit Cost Subtotal ON-SITE WORK Site Preparation and Grading Erosion Control (including silt fence & inlet prot.) 1 LS $1,000.00 $1,000.00 Site Clearing and Preparation 1 LS $2,000.00 $2,000.00 Construction Entrance 2 EA $500.00 $1,000.00 Utility 6" PVC Sanitary Lines 12 LF $30.00 $360.00 E/one Grinder Pump 2 EA $4,000.00 $8,000.00 1-1/4" HDPE Sanitary Force Main 65 LF $25.00 $1,625.00 Copper Water Service/Connection 25 LF $40.00 $1,000.00 On-Site Total $14,985.00 On-Site Total X 0.25 $3,746.25 OFF-SITE WORK Seed R.O.W. 1 LS $500.00 $500.00 Concrete Walk 440 SF $6.00 $2,640.00 Pavement Patch (Granular Backfill, Subbase, Binder) 200 SF $5.00 $1,000.00 Decorative Lights 1 EA $3,000.00 $3,000.00 1-1/4" HDPE Sanitary Force Main 30 LF $25.00 $750.00 Sanitary Sewer Connection 2 EA $500.00 $1,000.00 Copper Water Service/Connection 35 LF $40.00 $1,400.00 Curbing 85 LF $25.00 $2,125.00 As Built Drawings 1 LS $2,500.00 $2,500.00 Off-Site Total $14,915.00 Letter of Credit Amounts Total on-site work x 0.25 $3,746.25 Total off-site work $14,915.00 Total $18,661.25 L.O.C. amount $19,000.00 City of Saratoga Springs Complete Streets Checklist Saratocia Sprint's Complete Street Policy Vision (May 2012) The City of Saratoga Springs Complete Streets Policy will encourage the development of a complete streets network throughout the City to create a more balanced transportation system. The Policy shall be consistent with and assist in achieving the goals and recommendations set forth in the City's Comprehensive Plan and other policy documents. The Policy shall ensure new and updated public and private projects are planned, designed, maintained and operated to enable safer, comfortable and convenient travel to the greatest extent possible for users of all abilities including pedestrians, bicyclists, motorists and transit riders. This checklist is intended to assist the City in achieving its vision for complete streets. Project Name: Proposed 2 Lot Subdivision Date: 7/21/21 Project Location / Limits: 13 Bowman Street Project Description: Create two building lots from one existing parcel. Instructions: For each box checked, please provide a brief description for how the item is addressed, not addressed, or not applicable and include supporting documentation. Street Classification (identify street or streets within the project area) Principal arterial ❑ Minor arterial ❑ Mixed use collector ❑ Mixed use local ❑ Residential collector ❑ Residential local Special use street ❑ EXISTING CONDITIONS Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description Existing Bicycle & Pedestrian Operations Do bicycle and pedestrian accommodations exist? (see page 2 for ❑ 0 ❑ examples) Existing Transit Operations Do transit facilities exist within the study area, including bus and ❑ ❑ ❑ train stops/stations? Is the project area on a transit route? (CDTA Service Routes) ❑ 0 ❑ Are there bicycle racks, shelters, or parking for transit riders ❑ 0 ❑ available? Existing Access and Mobility Do connective opportunities exist with schools, hospitals, senior ❑ 0 ❑ care or community centers or persons with disabilities within project area? Are there gaps inhibiting continuous access between schools, ❑ ❑ ❑ hospitals, senior care, or community centers or persons with disabilities within project area?" Project Area Context Are there prominent landmarks, recreation, shopping, employment 0 ❑ ❑ center, cultural centers or other key destinations that offer Saratoga Race Track is in close proximity to the site. opportunities to connect this site? Please list and/or describe planning or policy documents addressing bicyclist, pedestrian, transit, or truck/freight use for the project area. Examples can include: City of Saratoga Springs Comprehensive Plan, City of Saratoga Springs Open Space Plan, Capital District Transportation Committee Bicycle/Pedestrian Priority Network, City Standard Details, etc. City of Saratoga Springs Complete Streets Checklist 1 PROPOSED DESIGN Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description Complete Streets Design Bicyclist accommodations? ❑ 0 ❑ Pedestrian accommodations? 0 ❑ ❑ Access and Mobility accommodations? ❑ 0 ❑ Transit accommodations? ❑ 0 ❑ Truck/freight accommodations? ❑ 0 ❑ Streetscape elements? 0 ❑ ❑ Bike Facilities: Off-roadway bike ❑ Yes ■❑No DNA accommodations Pedestrian Facilities: Dedicated bike lane ❑ Yes ■❑No DNA Sidewalks on both sides of ❑Yes ❑■No DNA Shared-use lane ❑ Yes ■❑No DNA the street Shoulder ❑ Yes ■❑No DNA Striped crosswalks IDYes ❑No LINA Acceptable actuated traffic ❑ Yes ■❑No DNA Geometric modifications ID Yes ❑No LINA signal bike detection, including to reduce crossing turn lanes distances such as curb Do signals allow adequate ❑ Yes ❑No DNAextensions (e.g. bulb-outs) minimum green time for Acceptable provision for ['Yes ❑No LINA bicyclist to safely cross pedestrian traffic signal intersection? features (e.g. ped. buttons) Signage and pavement III Yes ■❑No DNA Pedestrian signage for ['Yes ❑No LINA markings specific to proposed crossing &wayfinding bike facilities Safety islands/medians on ❑Yes ❑No DNA Bicycle safe inlet grates 111Yes ❑No LINAroadways with two or more Bicycle parking, eg. bike racks, 111Yes ■❑No DNA traffic lanes in each direction bike lockers Enhanced supplemental ❑Yes ❑No DNA Transit Facilities: pedestrian treatments at uncontrolled marked Transit shelters 111Yes ❑No LINA Bus turnouts III Yes Yes ❑No LINA on Standing pads III Yes ❑No LINA Connectivity: Has CDTA been contacted? III Yes ■❑No DNA Are there proposed ❑Yes ❑■No DNA connections to other bike Access and Mobility Facilities: paths, pedestrian facilities, or Adequate sidewalk or paved ❑■ Yes ONO DNA transit facilities? path Are there proposed ❑Yes ❑■No DNA Acceptable ❑ Yes ■❑No DNA connections to any key consideration/provision for destinations listed on page 1? accessible pedestrian traffic Are there proposed ❑Yes ❑■No DNA signal features connections to Curb ramps, including • Yes ❑No DNA neighborhoods? detectable warning Streetscape Elements: surface Are streetscape elements ❑■ Yes ❑No DNA Acceptable slope and • Yes ❑No DNA proposed such as cross-slope for driveway ramps, landscaping, street trees, sidewalks, crossings) planters, buffer strips, etc? Have conflicts been reduced ❑ Yes ❑ No ❑■ NA Pedestrian-level lighting ❑Yes ❑■No DNA among pedestrian, bicyclists, and motor vehicles (access Public seating or benches ❑Yes ❑■No DNA management)? Design Standards and Guidelines Design meets guidelines such as described below for ❑Yes ❑No DNA Describe bicycle/pedestrian/bus/transit facilities? "American Association of State Highway and Transportation Officials(AASHTO)-A Policy on Geometric Design of Highway and Streets, Guide for the Development of Bicycle Facilities and AASHTO Guide for the Planning,Design,and Operation of Pedestrian Facilities;Public Right-of-Way Accessibility Guide(PROWAG); Manual on Uniform Traffic Control Devices(MUTCD);Americans with Disabilities Act Accessibility Guidelines(ADAAG); National Association of City Transportation Officials(NACTO)-Urban Bikeway Design Guide.New York State Department of Transportation— Highway Design Manual City of Saratoga Springs Complete Streets Checklist 2 The LA GROUP Landscape Architecture&Engineering P,C Peopfe.Purpose.Puce. 40 Long Alley Saratoga Springs NY 12866 p.518-587-8100 f 518-587-0180 Engineering Report www.thelagroup.com Water and Sanitary Sewer For Bowman Street Subdivision 13 Bowman Street SARATOGA SPRINGS, NEW YORK Planning Board #XXX Prepared For: T & T and Bowman 19 Railroad Place Saratoga Springs, NY 12866 Prepared By: The LA Group, P.C. 40 Long Alley Saratoga Springs, New York 12866 *deeS 19VP1- �, 0 FQ 09133 (e: R°FessIoN ' July 21, 2021 L Project Description The Bowman Street Subdivision project consists of the subdivision of the existing lot located at 13 Bowman Street into two individual residential lots. The property to be subdivided is bounded by Bowman Street to the east, 17 Bowman Street to the south, 160 Jackson Street to the west, and 11 Bowman Street to the north. As a part of the subdivision, each lot is planned to have a four bedroom residence and driveway. II. Existing Water and Sanitary Sewer Utilities There is an existing horse barn located at 13 Bowman Street which is planned to be demolished as a part of the work. Municipal water service is available from the City of Saratoga Springs. A 6-inch diameter water main is located along Bowman Street. Municipal sanitary sewer service is also available from the City of Saratoga Springs. A 1-1/4-inch private sanitary sewer force main that services the existing barn at 13 Bowman Street ties into sanitary manhole approximately 100' north of the site. This force main is either SCH-40 PVC or SDR-11 HDPE per Sheet L-3 of the Proposed Horse Barn Site Plans prepared by The LA Group 8/22/2001 (Attachment 1). This manhole directs wastewater into an 8-inch city main that runs north along Bowman Street. This sanitary line eventually connects to the Saratoga County Sewer District No. 1 (SCSD), where it ultimately is directed for conveyance and treatment at the SCSD wastewater treatment plant in Mechanicville. III. Projected Water and Wastewater Flows The table below provides information on the anticipated wastewater flow rates for the project: Description Use Rate No. of Total Use bedrooms/residence (2) 4-bedroom residences 110 gpd/bedroom' 4 880 gpd Total 880 gpd Average daily flow for wastewater is estimated to be 0.6 gallons per minute (gpm)based on a 24-hour day. Estimated peak hourly flow is 22 gpm based off two pumps running simultaneously. Average daily demand for water is estimated to be approximately equal to the wastewater flow or 0.6 gpm. Instantaneous peak demand is estimated at 3.0 gpm3 for each residence giving a total instantaneous demand of 6 gpm. IV. Proposed Water and Wastewater Utilities Proposed Water Utilities To service the project, a 3/4" copper water service is proposed to connect from the north side of Lot#1 (13 Bowman Street)to the 6" municipal water main in Bowman Street. Lot#2 will reuse the exiting 1" copper water service for the existing barn which also connects into the 6" water main in Bowman Street. Connections and appurtenances, including corporation stops, trenching, bedding, and service connections will all be specified in accordance with City of Saratoga Springs and NYSDOH standards. Proposed Wastewater Utilities For sanitary sewer collection, 6" PVC sewer laterals will leave the new residences and connect into E/one grinder pumps at a minimum 2.0% slope per City of Saratoga Springs requirements to ensure adequate pipe cleansing. From the pumps, 1-1/4-inch SDR-11 force mains will carry wastewater to the existing 1-1/4-inch force main running along Bowman Street. The two lots will enter into a use and maintenance agreement for the shared force main. Typically, the E/one pump systems being used on this project discharge at 11 gpm. According to Table 3 of the E/one Design Manual (Attachment 2), for a system of 2-3 grinder pumps it can be assumed that the maximum daily number of grinder pumps operating simultaneously is 2. According to Table 6 and Table 7 of the E/one Design Manual (Attachment 3 and 4), both a 1- 1/4-inch SCH-40 and 1-1/4-inch SDR-11 are adequately sized for 2 pumps being operated simultaneously at 11 gpm. Notes 1. From Table 1,Appendix 75-A Wastewater Treatment Standards-Residential Onsite Systems (110 gallons per day per bedroom) 2. From Figure 1, GLUMRB Recommended Standards for Wastewater Facilities Q=(18+P'/2) (4 +P'/2)where P=population in thousands 3. From Tables XIV Community Water Systems Source Book,Ameen (3.0 gpm/residence) 'he LA group "` ' Landscape Architecture I and Engineering, P.C. 40 Long Alley Saratoga Springs New York 12866 i 518/587-8100 Telefax 518/587-0180 W W Ili till E-+ V] H Z Unauthorized alteration or 44 PROPOSED addition to this document 4.4 STORAGE BLDG. is a violation of Section 7209 of the New York State F-1 _� _ ------ --- Education Law. Do ,s • r r ---- no ',,, . ©the LA Group 2001 l A i_ Y-;,+ k4.ie1 M..r..1.1 Design DRC 1 i 174 I ® r� PROPOSED PROPOSED DrawnRDI V BARN GRINDER PUMP W I • m I Checked DRC V-a' aT 1 LANDS OF $ALWAfi[}RE I.ANDS OF THOMAS & I FALCO & ANTHONY VAt,-IAPLDTTF WILLSON I . ' FAAI?64TTA BOOK 1526 BUILDING I ,ri" "` e L y54 P 440 �y PAGE 690 10 AUGUST DEMOLITI Or I r lJ rr ---..-- I 1 I r �s x 'f I 0. ,, I "' -A � a .mow tir I o I PROPOSED ® ,Q /-- 1 ¢ °� " - __i- �' 1 1/4" FORCEMAIN rPROPOSED 6x6 PROPOSED 1 °i °*� l ;:y.l. TAPPING SLEEVE �` 6" C.L.D.LP, � � J AND VALVE MP WATER MAIN R� -- 4 - -� y \} CI PROPOSED __ 0, ;//7/i/7£/::.:--- zzazzI/ ;4;I /z W7///// /1 ////,;= ' '///I /'Yr I • THRUST BLOCKlik rr — - w w ry I GA { -y „,..,_ w w w w w w x w y r w ! '.1-1C] �4/ a -KOR 'N' SEAL CONNECTION BOWMAN STREET PROPOSED "`' CURBSTOP s! - -- -- -- --'-- -- -_ -- -- -- -- �� VW 2 .. '• 7/1" iill% PROPOSED I 1Z Vir WATER SERVICE :// as Q n GRAPHIC SCALE 0 ® PROPOSED HYDRANT PROPOSED CONNECT PROPOSED FORCEMAIN �_ bQ I 6" GATE VALVE TO EXISTING SANITARY MANHOLE 30 0 15 30 60CAP 10' � HYDRANTBEYOND IMFY AT THIS LOCATION -MI= -- i C1) ,� ( IN FEET ) I W 0 v) I 1 inch. = 30 ft. C43 < "C) 'eg 0-4I-1 , 0-44 POWER AND ALARM LEADS- ��TT�� CIRCUIT TO BE RUN IN ACCORDANCE WITH Fir--1CI APPLICABLE ELECTRICAL CODES (V 1...1( ELECTRICAL JUNCTION OVERFLOW INTEGRAL PRESSURE r4 � l2)1 CI BOX-I LEADS FROM GP TERMINATE SWITCHING 3000 PSI MIN. CONCRETE En HERE. ELECTRICIANTROUGH & BENCHES. SLOPE CONNECTS LEADS SENSING — TANK VENT FROM DISCONNECT BOX THROUGH TWO TUBE � - CIRCUIT BREAKERS OR /_ WATERTIGHT CONNECTORS. BENCHES 2" PER FT. MIN. DISCONNECT SWITCH- — 1.25" MALE NPT LOCATED 9N RAINPROOF I _ i FLOW IN -�B�, I ENCLOSURE ADJACENT ACCESSWAY COVER- TO GP. FIBERGLASS-REINFORCED f _sit EXISTING MANHOLE — POLYESTER (FRP) �1i lir FRP TANK FLOW OUT :1. , INLET 1111 GRINDER PUMP TANK ; ANTI SIPHON • : -- AND ACCESSWAY - FRPam K 4_: (m AND CHECK TANK INLET GROM ET El VALVE ASSEMBLY a GRAVITY SERVICE LINE q' FOR 4'" PVC • r . ., , 4" MOTOR ft111��m REFER TO PLANS FOR PIPE " 4 . • 4' 4, DISCHARGE LINE- :w.w■—rte SIZE AND TYPE . < . " • 1 iii— I- I-I/4" NOMINAL PIPE SIZE f 11111. ,,- DISCHARGE OUTLET- a 4 PUMP STATOR n - I-I/4"' MALE PIPE THREAD 1166 } FLEXIBLE NEOPRENE BOOT ,A; i' ON/OFF _ PUMP RoroR SEAL ASSEMBLY IN CORED ,,` LIFTING EYES- FOR LIFTING SENSING 74 ` -II i1i 4` MAX. ,• . OR FORMED PORTAL, TYP. I I-I I I . COMPLETE GRINDER PUMP II `' TUBE — GRINDER ELEMENTS „. CONCRETE ANCHOR- / / . s UNDISTURBED/UNEXCAVATED EARTH \/\' Y,',,iiw,,,i iii iii i 17 5 CU.FT. (MIN) / r,,,,iriii�iir.•//.,Y iii,,,_ 'ir'-' $L E VE OVER IN LET LIIN E BEDDING MATERIAL �/ / iiti�iiiii�riii�i , 6" MINI. DEPTH CRUSHED \��`�\` /22_ M\����`�� AELEVELL ABOVERIN ET. TO NOTE; NOTES: �� /I` �/�fl\ At GRINDER PUMP MUST BE INSTALLED OUTSIDE. I) ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES UNDISTURBED SUBGRADE NOTE: SEE MANUFACTURER'S INSTRUCTIONS FOR 2) BACKFILL MANHOLE EXCAVATION IN ACCORDANCE WITH THE SPECIFICATIONS MODEL 2010-93, BY E-ONE SEWER SYSTEMS, I HP. INSTALLATION SPECIFICATION VARIATIONS. 3) PIPE COVER LESS THAN 5" (FEET) SHALL BE INSULATED FOR FROST PROTECTION. Z SEMI-POSITIVE DISPLACEMENT TYPE PUMP, MINIMUM 0 GRINDER PUMP DISCHARGE 9 GPM a 13$' TDH. SANITARY MANHOLE DETAILS i<" 0 coN N.T.S. 4 '"{ Z 24" MIN. z 1- i i__l `.I III.i H Ili_=I I -IIIII!=-FII ,1E-11Ie11f---'111- 11II=I 1 I -III—IIF UNDISTURBED EARTH w �-i En PVC SHUT-OFF VALVE , I ct WITH VALVE BOX -77.111=111" 'I EW- 1-1/4" ELBOW Li TO GRADE -'I I=1 (SOLVENT WELD)J 0 b4 Z Q I4 CC INLINE PVC GRINDER PUMP Ali - SELECT FILL wLLJ CL U CHECK VALVE VP o1 .4 EL Et EC TO CLEAN COURSE SAND-TAMPED .--i H ')_ i:-1/4" HOPE SDR-1I} '_- 1 /4" PVC SCH-40 4" PVC SDR-35 T7I oFORCE MAIN 1-1/4" PVC SCH-40 GRAVITY SEWER Revisions 12/30/02 y,� N 03/11/03 j A FLOW (1-1/4" HDPE SDR-II) FLOW PVC PRESSURE SEWER o a°- -111----=110 � ` ` '.111E-111E-111": 6"-6" 5'-•O" MINIMUM ] � --- . III-111- v ~ -1 1 1--1 1 :1 1[ .I 1 1 1- I l iii I i1 11=11 I=I 1 I MINIMUM [-, {14E1I1r-ii1iIIfITIIiI�IIP1911II1f11lEhEIII- '-III-111-111-III-111-111-III-111- pro- I- 0 F R WIPE TRENCH (FORCE MAIN} DETAIL D t 091 est 1 08/22/01 FORCE MAIN SERVICE LAYOUT SCHEMATIC A••r•ve 4 A= ove• r '. -r authority of a resolution adopted f �ut CAD # REVBASE N.T.S. -di N.T.S. Imig$ ..,L.. y Ing,.�ft o 'r f the Ch City Saratoga Springs. Drawing g t\___ DF Vito to 63 eV L.3 zones 3, 4, 6, 8, 9, 11, 12, 13 and 14. Table 3 MAXIMUM NUMBER OF GRINDER PUMP CORES OPERATING DAILY Completion of Pipe Schedule Maximum Daily of Grinder and Zone Analysis Pump Cores Connected Number of Grinder Pump Cores Operating Simultaneously The data recorded on the System Flow Diagram (Figure 3) is then transferred to Table 4. 1 1 I 2-3 2 Table 4 Column No. Designation 4-9 3 10-18 4 1 Zone Number 19-30 5 2 Connects to Zone 3 Number of Pumps in 31-50 6 Zone 51-80 7 4 Accumulated 81-113 8 Pumps in Zone 114-146 9 11 Length of Main this 147-179 10 Zone in Feet 180-212 11 Column 4 is completed by referring to Table 3, 213-245 12 where the maximum number of pumps in simul- 246-278 13 taneous operation is given as a function of the 279-311 14 number of pumps upstream from the end of the 312-344 15 particular zone. The output of each zone will vary slightly with head requirements, but under typical 345-377 16 conditions, the flow is approximately 11 gpm. 378-410 17 Calculate the maximum anticipated flow for each 411-443 18 zone by multiplying the number of simultaneous 444-476 19 operations in Column 7 by 11 gpm and record 477-509 20 the results in Column 8. • 510-542 21 To complete columns 9, 10, 12 and 13, refer to 543-575 22 Flow Velocity and Friction Head Loss table for the 576-608 23 type of pipe selected— in this case, Table 5 for 609-641 24 SDR-21. It will be seen that the engineer will 642-674 25 frequently be presented with more than one • option when selecting pipe size. Sometimes a 675-707 26 compromise in pipe size will be required to meet 708-740 27 present needs as well as planned future develop- 741-773 28 ment.As a general rule, pipe sizes should be 774-806 29 selected to minimize friction losses while keep- 807-839 30 ing velocity near or above 2 feet per second. 840-872 31 For example, Zone 1 has a maximum of two 873-905 32 pumps running (Column 7). Table 5 offers a 906-938 33 choice of 1.25-inch, 1.5-inch or 2-inch pipe. 1.5- 939-971 34 inch pipe is selected since flow velocity equals 972-1,004 35 14 Table 6 SCHEDULE 40 PVC PIPE Flow Velocity and Friction Head Loss vs Pumps in Simultaneous Operation(C= 150) 1 1/4 in. 1 1/2 in. 2 in. 2 1/2 in. 3 in. 4 in. 5 in. 6 in. 8 in. N V HF V HF V HF V HF V HF V HF V HF V HF V HF N 1 2.36 1.74 1.73 0.82 1.05 0.24 1 I2 4.72 6.28 3.47 2.97 2.10 0.88 1.47 0.37 2 3 7.08 13.31 5.20 6.29 3.15 1.86 2.21 0.79 3 4 6.93 10.71 4.21 3.18 2.95 1.34 1.91 0.46 4 5 5.26 4.80 3.68 2.02 2.39 0.70 5 6 6.31 6.73 4.42 2.83 2.87 0.99 6 7 5.16 3.77 3.34 1.31 1.94 0.35 7 8 5.89 4.83 3.82 1.68 2.22 0.45 8 9 6.63 6.01 4.30 2.09 2.49 0.56 9 10 4.78 2.54 2.77 0.68 10 11 5.25 3.03 3.05 0.81 1.94 0.27 11 12 5.73 3.56 3.33 0.95 2.12 0.32 12 13 6.21 4.13 3.60 1.10 2.29 0.37 13 14 3.88 1.26 2.47 0.42 14 15 4.16 1.43 2.65 0.48 15 16 4.44 1.62 2.82 0.54 1.95 0.22 16 17 4.71 1.81 3.00 0.60 2.08 0.25 17 18 4.99 2.01 3.17 0.67 2.20 0.27 18 19 5.27 2.22 3.35 0.74 2.32 0.30 19 20 5.54 2.44 3.53 0.81 2.44 0.33 20 21 5.82 2.67 3.70 0.89 2.56 0.36 21 22 6.10 2.91 3.88 0.97 2.69 0.40 22 23 4.06 1.05 2.81 0.43 23 24 Head Loss Calculations 4.23 1.14 2.93 0.47 24 25 From Modified Hazen -Williams Formula 4.41 1.23 3.05 0.50 25 26 4.59 1.32 3.17 0.54 26 27 H = .2083 100\852x q 1.852 4.76 1.42 3.30 0.58 27 28 F [(C) d 4.8655 i 4.94 1.52 3.42 0.62 1.98 0.16 28 29 5.11 1.62 3.54 0.66 2.05 0.17 29 30 V= .3208 A q 5.29 1.72 3.66 0.70 2.12 0.19 30 31 5.47 1.83 3.79 0.75 2.19 0.20 31 32d2it 5.64 1.94 3.91 0.79 2.26 0.21 32 33 A= 4 =cross-sectional flow, sq. in. 5.82 2.06 4.03 0.84 2.33 0.22 33 34 6.00 2.17 4.15 0.89 2.40 0.23 34 35 C = 150 6.17 2.29 4.27 0.94 2.47 0.25 35 36 q = flow in gallons per minute 4.40 0.99 2.54 0.26 36 37 d = I.D. of pipe in inches = 4.52 1.04 2.61 0.27 37 38 4.64 1.09 2.68 0.29 38 39 [average O.D. - (2 x min. wall thickness] 4.76 1.15 2.75 0.30 39 40 4.88 1.20 2.82 0.32 40 41 5.01 1.26 2.89 0.33 41 42 5.13 1.31 2.96 0.35 42 43 5.25 1.37 3.03 0.36 43 44 5.37 1.43 3.11 0.38 44 45 5.49 1.49 3.18 0.39 45 46 N = Number of pumps operating at 11 gpm 5.62 1.56 3.25 0.41 46 47 V= Flow velocity in ft/sec 5.74 1.62 3.32 0.43 47 48 HF= Friction head loss in ft/100 ft of pipe 5.86 1.68 3.39 0.44 48 49 5.98 1.75 3.46 0.46 49 50 I I I I 6.11 1.81 3.53 0.48 50 20 Table 7 SDR 11 HDPE PIPE Flow Velocity and Friction Head Loss vs Pumps in Simultaneous Operation(C= 155) 1 1/4 in. 1 1/2 in. 2 in. 3 in. 4 in. 5 in. 6 in. 8 in. N V HF V HF V HF V HF V HF V HF V HF V HF N 1 2.47 1.84 1.86 0.92 1 12 4.95 6.631 3.72 3.32 2.38 1.12 2 3 7.42 14.04 5.58 7.03 3.57 2.37 1.64 0.36 3 4 7.44 11.98 4.76 4.04 2.19 0.61 4 5 5.95 6.11 2.74 0.92 5 6 7.14 8.56 3.29 1.30 1.99 0.38 6 7 3.83 1.72 2.32 0.51 7 8 4.38 2.21 2.65 0.65 8 9 4.93 2.75 2.98 0.81 1.95 0.29 9 10 5.48 3.34 3.31 0.98 2.17 0.35 10 11 6.03 3.98 3.65 1.17 2.39 0.42 11 12 3.98 1.38 2.60 0.49 12 13 4.31 1.60 2.82 0.57 1.99 0.24 13 14 4.64 1.83 3.04 0.65 2.14 0.28 14 15 4.97 2.08 3.25 0.74 2.29 0.32 15 16 5.30 2.35 3.47 0.84 2.45 0.36 16 17 5.63 2.63 3.69 0.94 2.60 0.40 17 18 5.97 2.92 3.90 1.04 2.75 0.44 18 19 6.30 3.23 4.12 1.15 2.90 0.49 19 20 4.34 1.27 3.06 0.54 20 21 4.56 1.39 3.21 0.59 21 22 4.77 1.51 3.36 0.64 1.98 0.18 22 23 4.99 1.64 3.52 0.70 2.08 0.19 23 24 Head Loss Calculations 5.21 1.77 3.67 0.76 2.17 0.21 24 25 From Modified Hazen -Williams Formula 5.42 1.91 3.82 0.82 2.26 0.23 25 26 5.64 2.06 3.98 0.88 2.35 0.24 26 27 1001852x q 1.852 5.86 2.21 4.13 0.94 2.44 0.26 27 H 28 F= .2083 L(-) d 4.8655 6.07 2.36 4.28 1.01 2.53 0.28 28 29 4.43 1.08 2.62 0.30 29 30 V= .3208 A 4.59 1.15 2.71 0.32 30 31 4.74 1.22 2.80 0.34 31 32d2it 4.89 1.29 2.89 0.36 32 33 A= =cross-sectional flow, sq. in. 5.05 1.37 2.98 0.38 33 34 4 5.20 1.44 3.07 0.40 34 35 C = 150 5.35 1.52 3.16 0.42 35 36 q = flow in gallons per minute 5.50 1.60 3.25 0.44 36 37 d = I.D. of pipe in inches = 5.66 1.69 3.34 0.47 37 38 5.81 1.77 3.43 0.49 38 39 [average O.D. - (2 x min. wall thickness] 5.96 1.86 3.52 0.52 39 40 6.12 1.95 3.61 0.54 40 41 3.70 0.57 41 42 3.79 0.59 42 43 3.88 0.62 43 44 3.97 0.65 44 45 4.06 0.67 45 46 N = Number of pumps operating at 11 gpm 4.15 0.70 46 47 V= Flow velocity in ft/sec 4.24 0.73 47 48 HF= Friction head loss in ft/100 ft of pipe 4.33 0.76 48 49 4.42 0.79 49 50 I I I I 4.51 0.82 50 21 Bowman Street Subdivision Subdivision Application 13 Bowman Street Saratoga Springs , New York July 21st, 2021 if 1\ 41,„, i,• �Q � SITE STATISTICS SHEET INDEX: ♦ • '•r � � �.. C: ' l' ::Z3 `'^'�o� —_ lair:s PROPOSED USE: SINGLE FAMILY RESIDENTIAL COVER If 9 ' 8367 6614 ra r �1 TOTAL AREA: 0.344 ACRES S-1 SURVEY Ailop i LN AV ii �-- �\ a p \\ LAND TO BE SUBDIVIDED INTO } _ ,� ��� �� �•q,, S-2 SUBDIVISION PLAN (2) RESIDENTIAL LOTS --' ; . ;,P1 - gr�� ligE . � %'' �� � ; I L-1 .0 SITE PREPARATION AND EROSION CONTROL PLAN 11,1 r Erigt , �,� G�,� �/ �_' NTAX MAP PARCEL NUMBER(S): 179.29-3-19 frailerQ a L-2.0 LAYOUT PLAN / Park . rr ! 1 \ r‘i �'�°�aL-3.0 GRADING DRAINAGE AND UTILITY PLAN / Sa � ZONING: UR-2, URBAN RESIDENTIAL � ,' '`��; ;' o L-4.0 SITE DETAILS 1 Greenridge �, /� / Cern \-,:\Dh&Itt -������ ` ZONING - UR-2 REQUIREMENTS L-4. 1 SITE DETAILS ._-~_ ___,,�___- ,�,� PROJECT SITE MIN. LOT SIZE (SF): 6,600 SF CITY OF SARATOGA SPRINGS STANDARD NOTES CRESCENT tit um U S. \�•;\ • C3 1��1 Ill li % r \,`,��/ 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. • Iy �_ MIN. AVERAGE WIDTH (FT): 60 FT 'Atli`i� d �' ,�� 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. � Y_ fl , ��-, � G � BUILDING COVERAGE: —BDY_~~ i �'* +} • • \\ PRINCIPAL BUILDING: 30% 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND l �� " 11 == �� \\� ACCESSORY BUILDING: 10% APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL 3 . ti ��� •. �� \�1 syy \ \\\ PLAN. MIN. YARD SETBACK (FT): 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. PROJECT LOCATION MAP: FRONT: 10 FT CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REAR: 25 FT REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. SCALE: N.T.S. ONE SIDE: 8 FT TOTAL SIDE: 20 FT 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. FRANK SULLIVAN PLACE PRINCIPAL BUILDING: 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK 1-- MIN. 1ST FLOOR AREA (SF): 1 STORY = 900 SF THAT THE FIRE DEPARTMENT DESIGNATES. LLJw it F- 2 2 STORY= 700 SF 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE Z kll wo u) w STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. z Q o MAX HEIGHT (FT): 60 FT Q Q o w‘11 y SARATOGA RACE COURSE 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. STEELE STREET 2 MIN. DISTANCE TO ACCESSORY BUILDING (FT): p- y PRINCIPAL BUILDING: 5 FT 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR r FRONT LOT LINE: 10 FT DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. s EES 1 a SIDE LOT LINE: 5 FT 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR N REAR LOT LINE: 5 FT PRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS. w GRSGS �cn - ;N-. cc �G � z _ .T MIN. % TO REMAIN PERMEABLE: 25% 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED o PROJECT SITE o PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS-BUILT" DRAWING HAS BEEN PREPARED IN o m . .i7- ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. cc w •� S�Ry 4 - ' ?. S; kW. 0, 411ffid_ YE PROJECT VICINITY MAP: Iii SCALE: N .T.S. PREPARED BY: APPLICANT: The LA T & T and Bowman, LLC P 518/587-8100 19 Railroad Place GROUPF 518/587 0180 Saratoga Springs, NY 12866 Planning Board # xx.xxx www.thelagroup.com Landscape Architecture &Engineering P.C. Approval People.Purpose. Place. 40 Long Alley SURVEYOR: Saratoga Springs Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. www.thelagroup.com New York 12866 Thompson / Fleming Land Surveyors Chairperson 12 Lake Avenue Saratoga Springs, NY 12866 Date Signed: (518)587-5665 : NN 101 C) 1 3 - ,.�-\ _ 0 -4.-•, `�1 X2.1 \ 1. I\\ - ' ; R11 . - 27-- S 9 21 li' - - .�H.Poo V O - / o -*.l.,,,!_, - sxien LLI .\\ _, b - ^�� -'- -- 0 _:-- .-\\ '' - O V J $ ;�0� 2,2, a Vc4)7 o '\ GN� 2.5' WIDE STRIP TO BE CONVEYED TO THE OC0 Q� `� .� a \ °' >2 O CITY OF SARATOGA SPRINGS PER FILED MAP T-226 A. OG t 72 \ "' cs�- '' ^_ J G� NO DEED TO THE CITY OF SARATOGA SPRINGS WAS FOUND o f1 k „. ff \ �J . N/F STEVEN ETHIER PER BK1593 P516 Q Cl) MQ 188 \ ,"" " ID ill O� \ a ,� \ O( 0 a „ .°° \ 1 ��� \ 26 - 0 26 78 % ,,-\ . 91 _ 307.77 9., � ' - °m I n/f I BC:307.56 + -307.77 s1 g' - George M. Roman, Jr. and Amy Sue Roman > CB ,r-- \ D. �1 \\ t, Bk 1731 P18 a T ❑ RIM=307.54 3 0 \ 0r Y t��s INV=305.35 ,61 \ ,� ,a 1 � NN ,BA1 b % 16.2 ( ` v N82 07 28'E 125.00' > _ a I 3 0 n , V-V_v����' V V-V-V-V-V-V-V-\ -V-V-V-V-V-V-V-V-V-V-V-V-��������$81 ,- N - N 308.08 �'w 3°9Lc, I _ 6C 6C CR X 309 'o M o 0 0 308.54 cc; _O cx MD ID MD IM \,� 308.04 IM IT��3"0 0 0 0 0-0 6C D MD_ MD ID 1p_ � V-V-V-V-V-V V ¢ I \ 3 0� 6C 0 o �j r 18"WILLOW ( 6"MPL. r�i \III vaiz \ �► I 2-BOLE oo In N I-BC:307.57 14"SMAPLE ° N \ I� pip I \ 308.42 I 3 308.57 0 I a^ \ v . V Location Map • GAZEBO + I 1 IL. a v SHED olpSHEDI 3 Xg2 1 a a > LJ- vr1 307.83 p�308.46 / 10.7' + + 307.62308.79308.48Ib Ia6"PINOAK y r708.43 /- 2 TC:308.04 3 A•• +308.50 1 / BC:307.65 I M Z�' 308.57 ® �i00 I y/ TBC FLUSH:307.67 Map Legend M 1 °' CQ' § (J7 ° s"MPL. I 3 I • 5/8" steel rod set with a tag a Area= 1 o marker found, labeled o , p 0308.59 15,000 S.F. or o 3 ° § N ' + s� o GAS 4� 3 utility pole o 308.73 0.344 AC. ; I N VALVE 0 12 OAK + 308.65 1 o p I Q6c crabapple tree w. trunk size 0 ' �,Jarbor vitae row ' o u� - 3 o 0 GRINDER N LO 307.73 I overhead wires O L u7 E ° PUMP GATE 1 / \ 307.82 -o-o-o- chain-link fence O SA SA SA SA SA - -� qJ 3os.5\ + 3 +307.74 -/-/-/-/- WOad fence V o SANITARY SERVICE 1 1/4" 0 In 1 . a TC:308.18 -V-V-V-V- vinyl fence I 0- 1 o yr ' BC:307.76 R. 308.27 Z 3 I , I o Q) .� 1 6"MPL. ' 0 a Lo tJ 10 yr 0 1 3 Deed Reference: I . DRY WELLE ' Joanne Foresta and Edward G. Miller �; I ` 308.23 (BURIED) y WATER 0 I Bk1612 P307 ,4'�Q riQ L. �' t , O . 308.61 WATER SERVICE 308.64 VALVE 3 h� u�. ..'s -p 308.46 I I W W W W W W W W W W kw 3 `" ;- ;_ ti ' I �•Z 308.53 I P:M ' I y 3 Map References: "�� "' I 0 - TC:308.17 s Qag g Z +308.47 BC:307.83 CO + 307.65 1. "Map of Property owned by J.M. Adams, H. �'�tANp si1I 0 � J ati Knickerbocker, C.E. Leland and E.H. Chapman /"---r N~ 3 I dated 1871 filed in the Saratoga County Clerk's H W 307.63 Office as Map Z-83. ISTALL HORSE BARN STALL Z + I Iy +30874 o Q 3 I 2. "Survey Lands to be conveyed to Edward Miller and �, N o JoAnne Foresta" dated Dec. 13, 2000 by W. Bruce (:(,:,,' l W I IW o z - BC:307.77 I Hawks. C 1 0 N ' I y BC FLUSH:307.77 3 3. "Map showing a proposed subdivision to be known I95"MPL. i / I as Track View Commons" dated May 14, 2002 last 308.26 ( / revised Sept. 26, 2002 by Charles T. Nacy filed in (BURIED) 1 308.50 308.51 308.27 3 m I the Saratoga County Clerk's Office as Map W o T-226A. QW 1 I 3 I 4. "As-Built Survey for Joanne Foresta and Edward G. ' 0 26.2' i ELEC. METER �, Miller" dated June 30, 2004 last revised Feb. 24, D I 1.2' - x 10.5' +308.50 + BC FLUSH:307.78 2011 by Survey Associates, LLC and filed in the 1 City of Saratoga Springs Engineer's Office. 308.31 I I 308.13 0 -'LC:3081-3- . . . 6 MPL. BC:307.74 -Hi 0 + ° 0 Lo I W i = 1`' 308.14 N 08. `n 8"LINDEN ' 0 308.45 1 C 0 0 N 10"LINDEN 308.18 308.25 308.29 8"LINDEN 3 I _ 0 �8"LINDEN 0 0 -BC:307.65 Survey Notes: 10"LINDEN 10"LINDEN 5� 5/8"IR.0 i_ -L=LC 11 ,__�l_Lt= - Lim=i ____ _z .r___ � __c -,c. '� 307.80 1 . Elevations are based on NGVD 1929 datum. s 00 S82 07 28"W 125.00' co 0 3 -307. 8 o c::, "' 2. The location of underground utilities shown on this n/f plan are for information only, and all utilities may Donald Coon not be shown. The owner or contractor shall Bk1100 P224 contract U.F.P.O. (1 -800-962-7962) and the proper local authorities or respective utility DATE DESCRIPTION 01 company having jurisdiction to confirm the location of all existing utilities before commencing work. REVISIONS Any costs incurred by the owner or contractor due to the failure to contact the proper authorities DATE: May 11, 2021 shall become the responsibility of the owner or contractor. JOB NO.: S21-114.24 TAX MAP: 179.29-3-19 SCALE: 1" = 10' 5 0 5 10 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 a violation of Section 7209 subdivision 2 of the available. New York State Education Law. S21-114.24 P:\M\Miller, 13 Bowman Street S21-114\S21-114 Miller.dwg I. a 1111P 5 �j P.WI ,w lee„ / ,-i- -,-b' m NN / !� s a 1 4 .S''''.' --6 Co :1°1 ° - 1,, ,fly 0I a ry i. 24 \\, \moi, \251 \ \ l _�^` D o \\ -/ i— / ,,51 \� n) /moi' $ 8 ,p1 \5,' — —'� — / O li, sxt �g- ii- z. 6 ,y \ B C! �' 9 \ -- \Ml Q9�W%A 21.21 \(i' ..1\ ic(Y 0 \ 99 s 20Ny�� 2.5' WIDE STRIP TO BE CONVEYED TO THE P Q✓C �� 4's rri a \ `` °' ; O • CITY OF SARATOGA SPRINGS PER FILED MAP T-226A. O 0 G t > L c.--.. '? \\ ''" 5\�`i-- +' G� NO DEED TO THE CITY OF SARATOGA SPRINGS WAS FOUND �— �� J N/F STEVEN ETHIER PER BK1593 P516 O D O O V)J217 26 . ,. (1) ,o \551 - \ i— —— ---''-l'-1*\ ` J O �1 . y hi �` g ,- George M. Roman, Jr. and Amy Sue Roman -_,n ,0 0\\'' < Bk 1731 P18 I o \e51 b - S \ 16.2 II < 1 \ t on. • N82 07 28 E 125.00' „5 `' \ — IL y—v—\ \ \ \ \�\�\—v—v—v—\�\�\�\�\�\�v--v—v—v v v V—V v o0 \ ,` I 0 6C 6C 0 CR X 0 `) ciclo 10LO r-- 2.50' , \ N • I EN NN I 10' SETBACK LINE /� \ n. p 0 I Location Map I I 1�L. \ a Mix \ CA > , I 2.5' WIDE EASEMENT0c, , r I IS TO BE GRANTED TO THE t' ' CITY OF SARATOGA SPRINGS ® a r I - . R Chi'j ,----: �l! "S Si1!, w" �,. \ I Lu 41166. INOr i I Y Area= 1 la Z ' =. a o Q 7 500 S.F. or J -4. M Z D C ` R - f I0.172 AC. QA �1 I ' jNal am ' 1 �, ° `„ w , W o , —� `-`\ A o I o ' j Map Legend g �4, ..,,; I N ^' • 5/8" steel rod set with a tag N +..sf � g 1 b 44...", -' 1\ 1 A A _ � \ , '\ * If.:i � �, ' o 1 / • o ( 1 I o marker found, labeled '• # \ " " o/ ® 0 utility pole 4• 00 rN �c\J/� o ligO; _ > �iii _ -. . - .; o I 10' SETBACK UNE " v �, 1 II _ _0_60 crabapple tree w. trunk size overhead wires —/—/—/—/— wood fence ' "'� in �- , f w . \� N —���� vinyl fence I me t s a �--- -- -- -- -- -- -- -- -- S820728"W 125.00' -- -- -- -- -- -- -- -- 4'' N820728'E 125.00' 4 ,-_, 1 -* - ,......___ Deed Reference: ............ L. \ i r', �� Y Joanne Forests and Edward G. Miller conveyed to 1 Y Vicinity Map � T&T d Bowman, LLC 10' SETBACK UNE Inst. #2021020859 �'z I ' I I m o w I / U021 Map References: jI , 1 1. "Map of Property owned by J.M. Adams, H. Knickerbocker, C.E. Leland and E.H. Chapman" dated 1871 filed in the Saratoga County Clerk's 1Y I Office as Map Z-83. CD Area= 0 2. "Survey Lands to be conveyed to Edward Miller and w , o Z 7,500 S.F. or Z I JoAnne Foresta" dated Dec. 13, 2000 by W. Bruce I 0.172 AC. Hawks. NN I 3. "Map showing a proposed subdivision to be known I 1 / as Track View Commons" dated May2002 last N O ' 0 QZ I 14,revised Sept. 26, 2002 by Charles T. Nacy filed in 0 m the Saratoga County Clerk's Office as Map 1.1-1 T-226A. ' co3 4. "As—Built Survey for Joanne Foresta and Edward G. 1.2 Miller" dated June 30, 2004 last revised Feb. 24, 2011 by Survey Associates, LLC and filed in the A 10' SETBACK UNE 6"MPL. 0 City of Saratoga Springs Engineer's Office. I 0 1 I 2.50' 0 5/8"I R. S82 0728"W 125.00' n/f Donald Coon Bk1100 P224 DATE DESCRIPTION REVISIONS DATE: June 21, 2021 JOB NO.: S21-114.24 TAX MAP: UR-2 AREA REQUIREMENTS 179.29-3-19 SCALE: Maximum Percent Minimum Principal Accessory Building E 1"0= 10'5 10 of Lot to be Yard Dimensions Buildings Minimum Distance to — — Occupied Minimum Zoning Minimum Mean Minimum Percent of District Lot size Width One Total Maximum Principal Front Side Rear Lot to be (feet) Principal Accessory Front Rear ide First Floor Height Building Lot Line Lot Line Lot Line Permeable Building Building (feet) (feet) (feet) (feet) Area (feet) (feet) (feet) (feet) (feet) (square feet) 1 Story=900 Approved under authority of a resolution UR-2 6,600 SF 60 30 10 10 25 8 202 Story=700 60 5 10 5 5 25 adopted by the Planning Board of the City of Saratoga Springs. 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 the available. New York State Education Law. S21-114.24 P:\M\Miller, 13 Bowman Street S21-114\S21-114 Miller Subdivision Plan.dwg GENERAL NOTES kg 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 5/11/2021, AS PREPARED BY THOMPSON AND FLEMING. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. The LAG ROU P 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962)AND THE PROPER Landscape Architecture&Engineering P.C. LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER People.Purpose.Place. AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 40 Long Alley p:518-587-8100 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL Saratoga Springs f 518 587 0180 COORDINATE LOCATION OF ALL UTILITIES(LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED NY 12866 www.thelagroup.com LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). EXCAVATION 2.5' WIDE STRIP TO BE CONVEYED TO THE REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND, ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF Unauthorized alteration or addition to this CITY OF SARATOGA SPRINGS PER FILED MAP T-226A. THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR, document is a violation of Section 7209 of the • NO DEED TO THE CITY OF SARATOGA SPRINGS WAS FOUND New York State Education Law. N/F STEVEN ETHIER PER BK1593 P516 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. ©the LA Group 2021 5. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND n/f I REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. Prepared for 1` George M. Roman, Jr. and Amy Sue Roman > Bk 1731 P18 CB 6. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC T & T a n d Bowman 1 s1��ST� NIV 305.35 3 PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO 19 Railroad Place, Saratoga PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. Springs, NY 12866 I 1 N82 07'28"E 125.00' g I © INLET PROTECTION 7. ITIS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK \ v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v �w ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND 1 ----- 309 - � PROPERTICI�IDQE 309 % o L-4.0 (PAVED AREA) STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND 6C I 0 0 0 0 o�y-o 0 �0 0 6C -� • .--<"--,5. -° ° ° -'���� -"�� COORDINATED WITH THE OWNER'S REPRESENTATIVE. "MPL �S 6C - I 3 9 18"WILLOW ¢ 8. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR 0 mow AS AS AS AS --1-42s44111.... 14`MAFL-� 3S "►��♦♦♦♦♦♦,��' N SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE /'-` ♦♦♦♦♦♦♦ 1 i \ 7 TREE PROTECTIdN FENCING WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE �♦♦♦.' �♦♦♦♦♦♦♦♦1►♦♦♦♦•V, L-4.1 TREEROUNDEXISTING 10" MAPLE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK .�� � , ♦♦♦♦♦♦�♦♦♦♦♦♦ ♦♦♦��♦ ►♦♦♦♦�, o MPL. TO REMAIN CAUSED THEREBY. •♦��• ♦♦��♦♦ •,♦♦ ♦/I♦♦���► I f��J • , 3 9. PROVIDE EXPANSION JOINTS AT ALL CURBS,WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER •�� ♦♦♦♦♦t�♦♦♦♦♦♦ �•��'��♦♦♦♦♦♦.►♦♦♦♦♦',I I I REMOVE AND DISPOSE BOXES AND AS SHOWN ON PLAN. I \ REMOVE GAZEBO .�... i •�•� �: '.'� ----�,♦♦,0AI ASPHALT PAVEMENT � I��.....♦♦♦` 1 10. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. 0) REMOVE STRUCTURE ��>' ♦♦♦♦♦♦♦,`' CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS 6 PINOA �♦ i1 ♦♦♦♦♦♦♦♦♦♦♦♦•..���..1 I AND DRIVEWAYS. • K1 REMOVE FENCE, TYP. 'if''i♦♦♦♦♦♦+♦1I'�♦/ �r ♦ , ♦♦♦♦♦♦♦. �,♦ • 3 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK to I� �♦ II�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦./a.♦/ j WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE ��j�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1�.♦/ ! I I COMMENCING CONSTRUCTION. I CD 8"MPL. CONCRETE WASHOUT, © ��♦♦♦♦♦♦♦♦.I♦./1 1 IL _ ___ I, __ti 3 I 12. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. c, ° Area=ONE PER LOT,TYP. L-4.0 1�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ,',ID♦ �.♦♦ o I 15,000 S.F. or'�♦♦♦♦♦♦♦�1411 10 13. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES,TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS N ► ♦♦♦♦♦♦♦♦1' �/ .♦ G I AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. .k „} 0. 344 AC. Q . ♦�♦�♦��w��♦�♦� ��� ����� - _ II 12 OAK IN CO • '�,#, �'I 1 (717 F ► I I '���� ►pile�� /��,}� ��,,�' ►�`�� 3 SITE PREPARATION NOTES N REMOVE GRINDER PUMP ♦♦♦I�.�/} .Ok `e(_ \.9' 7\44.00 ��; SAWCUT PAVEMENT, z GRINDER I I ---ir �1� -� IREMOVE, AND REPLACE 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH OWNER/OWNER S E ° PUMP �� GATE / '1 `�' ► �� � +���r�♦�L� .1 � Imo.. 11 AS INDICATED, TYP. REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION / �•''�•I^-4•�A ro. W 0 I� I 3 PLANS AND GENERAL CONSTRUCTION SCHEDULE. Os = XA�CXXX R CXXXX)6X XX2 - . 1 :(4 O p�1 REMOVE AND DISPOSE CF o SANITARY SERVICE 1 1/4 �� �� � e11�1 U I li � .� ���,� 1� I �, CONCRETE CURB 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. n. o n° 10 INLET PROTECTION REMOVE SANITARY LINE - ��� �W w (z L 4.0 (GRASSED AREA) AND GRINDER PUMP `'G''�1►� 0 E IN .All , �I ♦/ I 3. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE N - 1_ I o 6"MP . 1 ' �,♦, iiii li UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. 0_ E ♦�������������� Avia; viomc-lit �� "° 1 PROTECTION NOTES. ° I ♦♦♦♦._ _ _ _ _ _ _ _ �'_ -_ � fir►� 14"1" ,U 3 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT ........♦���.�.�.��� -�ii��� �� � _�IS��':��i�_p/�:vi !''c�l�:► �� I II1 w_ OPERATIONS. • I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦��,'I ��.�,�1. 4 'i 14 , 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, o ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� �rtO O'jh1 ��`yo,,0'�IwiW j I I ROADWAYS AND DRIVEWAYS. r ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�• n_ n.“1 pi,SI _ i'4; /EXISTING 1"COPPER WATER 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES,AND Project Title: IN ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�. � •�►II SERVICE TO REMAIN. PROTECT BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY o ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� �! i`�♦4 �I, DURING CONSTRUCTIO PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. Bowman Street ° 1 40* 41 �` s Pe 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION,THE EDGE OF THE EXISTING PAVEMENT SHALL BE ♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦�♦♦♦�♦♦♦♦♦♦♦♦ 44 eik-411.�+ �• ' �,�-� a STABILIZED CON TRUCTION I SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. Subdivision il ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦` ' +� I�� I L-4.0 ENTRANCE, ONE 'ER LOT, TYP. ll ...�����������������������������������������������������������1��v �! t.'� "Al11, <0 �i1' 1 SAWCUT PAVEMENT, I9014qL. • °�U ♦� REMOVE, AND REPLACEREMOVALS NOTES 13 Bowman Street ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦ AS INDICATED, TYP. 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO Saratoga Springs, NY 12866 I I , ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. ►♦, o 3 BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦� SAWCUT AND REMOVE OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER AillI ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. Lu ►♦, CONCRETE SIDEWALK APPLICABLE REGULATIONS. CD I2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR ISTRUCTUREFOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. !1° REMOVE EXISTING BARNI 3. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND • "MPLSATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS,VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED I Lek ' -S� ' J THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES Q ♦ SF SF SF TO BE SAVED. cp° .. 10 LINDEN 8"LIAm1C `00 a"LINDEN } p0 AROUND EXISTING 6" MAPLE 4. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING l 10"LINDEN 10"LINDEN - ►' 5/8"IRO r �- r _ r _i r 1_�i__z= r_ L_L�_1 _i L_ _ _ . 1_ / %__i _ ---.4 -.4 t _ __ TREE TO REMAIN EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. PROPERTY LINE S82`07'28"W 125.00' n/f 4 SILT FENCE, TYP. Project No.: 2021020 Donald Coon L-4.0 Design: DRC TRAFFIC CONTROL Bk 1100 P224 Drawn: KAC Ch'k'd: DRC Date: 07/21/2021 Scale: 1"=10' 0 1. SUBMIT TRAFFIC CONTROL PLAN TO THE CITY OF SARATOGA SPRINGS. PROVIDE TRAFFIC CONTROL DURING WORK IN THE RIGHT-OF-WAY AND OBTAIN ALL RELEVANT PERMITS APPLICATIONS AS NECESSARY(IE. ROAD CLOSURE PERMIT). Rev: Description: Date: 3 LEGEND W 10 5 0 2 4 6 810 W - - PROPERTY LINE ~- LIMIT OF DISTURBANCE (0.34 AC) Scale: 1"= 10' J CONSTRUCTION FENCING Drawing Title 0 ST - EXISTING STORM LINE PlanningBoard # xx.xxx Site Preparation and SA EXISTING SANITARY LINE Approval Erosion Control Plan a a W EXISTING WATER LINE Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. G EXISTING GAS LINE 21 EXISTING OVERHEAD UTILITY Chairperson W Q N WN w N o REMOVE rawmq o. LL Date Signed: N N J 0 SF SILT FENCE I _ 1.O W N O QJ N d L U 7 =m a N o Z 2 xxxxxxxx REMOVE ITEM � I) acnii El INLET PROTECTION kg The LA GROUP Landscape Architecture&Engineering P.C. People.Purpose.Place. 40 Long Alley p:518-587-8100 FINIAL-SAME FINISH AS POST Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com II LED ROOF-MOUNTED OPTICS HEAT SINK FOR HEAT TRANSFER STERNBERG ORNAMENTAL FIXTURE Unauthorized alteration or addition to this document is a violation of Section 7209 of the MODEL D650SRLED 67 WATT LED (4ARC22) New York State Education Law. 2200K COLOR TEMPERATURE SEALED LED/OPTICAL ASSEMBLY ©the LA Group 2021 ACRYLIC LED DRIVER WI ELECTRIC n/fI LENS WV QUICK-DISCONNECT 3" HEAVY WALL CAST Prepared for 1 George M. Roman, Jr. and Amy Sue Roman > ALUMINUM FITTER WELDED TO POLE TOP Bl�1731 P 18 > (W/PHOTO CELL) T & T a n d Bowman 1 1 > STERNBERG MODEL 3"TO 4" TAPERED 19 Railroad Place, Saratoga POST 6061-T6 STRUCTURAL GRADE Springs, NY 12866 1 ' ALUMINUM 0.125"WALL NO.4212-T N82 07'28"E 125.00' BLACK FINISH POLE WELDED FOR SINGLE v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v— PROPERTY LINE — (.} UNIT CONSTRUCTION 0 0--0 0 — 0 o — 0 o— o o — n cL— — te- 0 0 0 0�d �!_IiSSSSSS _ gifTh I m I 0 9 ' r 1.0111111 I I ACCESS DOR WITH FLUSH STAINLESS 1 ( STEEL ALLEN HEAD SCREWS BUILDING SETBACK I EXISTING 10" MAPLE TREE i 1— — — — — — — — — — — — — — —1 I 0.250"WALL 11 CONCRETE SIDEWALK 17" DIA. BASE WITH 0.750" FLOOR L-4.0 I I 00aTHICKNESS,4 ANCHOR BOLTS AND 1 GROUND LUG 7 PAVEMENT KEY, TYP. 3/4"CHAMFER . 0 L-4.0 I • FINISHED GRADE LOT #1 ASPHALT PAVEMENT,TYP. ' °<'\'<%�� �'/ /1'/1'I/ /-I/ ZINC PLATED ANCHOR BOLT ASSEMBLY I° I 13 BOWMAN STREET a `/ i�i I I I /T,i,�izPER MANUFACTURER'S RECOMMENDATION 1 Qi o I o z ' \ Ai`\i\y' �--------ELECTRIC SERVICE WITH 2" PVC SCHEDULE o I I NW o '�y'�� �y'����< 80 NO DIRECT BURIAL o N -� %, GROUND ROD PER N.E.C. o� I o y� ,,��fi _ i`�i% p o ;`�;`�i, 4000 PSI CONCRETE BASE WITH 20" DIA O I `" I �\j,\ ; SONOTUBE FIBER FORM. REMOVE FORM TO ' o , > ,, o a y�; ° o ��,' a , 6" BELOW GRADE AFTER POUR. PROVIDE (6) F) I ;)<, 12 RESIDENTIAL DRIVEWAY TO BE %� �%�` z I . 4 I o L-4.0 LOCATED BY THE BUILDER AT . `; #5 VERTICAL BARS EVENLY. SPACED AND o O /,� a o �//� ° I THE TIME OF BUILDING PERMIT y;��yy\�y�y,/�y��;�yyy� #4 HORIZONTAL BARS 12"O.C. PROVIDE 3" a ii✓��y :�:�ii� ,. . �i�i COVER ALL SIDES. U d' FLUSH CURB,TYP. UNDISTURBED SUBGRADE OR COMPACTED DECORATIVE STREET LIGHT 1 20" TO 90% STANDARD PROCTOR N W w L-2.0 z ai ° 0 ' PROPERTY LINE \ NOTES: ai — 1 I ' _ I 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND in ° DEPARTMENT OF PUBLIC WORKS.*WATTAGE SHALL BE AS DIRECTED BY CITY ELECTRICIAN. , ,„ ° I A 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE ELECTRIC BILLS aY UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 0iliviI BUILDING SETBACK I 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2"SCH.80 PVC NON-METALLIC iii -,<J-,<JCONDUIT. FOR WIRE: URD 3-CONDUCTOR NO.2, 120 VOLT, 100 AMP CABLE. IF CONNECTING TO NATIONAL GRID FROM A POLE, PROVIDE A SEPARATE HANDHOLE TO BE OWNED BY THE CITY FOR THE DISCONNECT AT THE BASE OF ELECTRIC POLE AT THE BEGINNING OF ELECTRIC SERVICE.WIRE AND CONDUIT FROM HANDHOLE TO -j ' ZI) I I \ -- N POLE PER NATIONAL GRIDA STANDARDS. USE POLARIS CONNECTORS, CATALOG NUMBER IT 1/0, FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. EACH LIGHT TO BE FUSED IN BASE OF LAMP POLE WITH FLUSH CURB,TYP. 10 AMP FUSE WITH BUSSMANN HEB-AA IN-LINE FUSE HOLDER. IF CONNECTING MORE THAN THREE LIGHTS Project Title: FROM THE SAME SOURCE OF POWER, PROVIDE 30 AMP IN-LINE FUSE WITH WATERTIGHT FUSE HOLDER OF PROPER SIZE FOR WIRE. SEPARATE HANDHOLE IS NOT REQUIRED IF CONNECTING TO A NATIONAL GIRD Bowman Street E 2 RESIDENTIAL DRIVEWAY TO BE HANDHOLE. 0I 4.0 LOCATED BY THE BUILDER AT Subdivision °oI fl a I THE TIME OF BUILDING PERMIT0 DECORATIVE STREET LIGHT LOT #2 PAVEMENT KEY, TYP. SCALE: NTS 1 a mI ® 13 Bowman Street , 1 15 BOWMAN STREET Iq a Saratoga Springs, NY 12866 I I I 0 I o 11 CONCRETE SIDEWALK L-4.0 All 0 II ° „ a I EXISTING 6" MAPLE TREE II LAYOUT NOTES 0 II (2 _71,z 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE ° ` I REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 0 0 5/8"IR.Q'�r 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE PROPERTY LINE 582'07'28"W 125.00' OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE Project No.: 2021020 n/f PRIOR TO CONSTRUCTION. Donald Coon Design: DRC Bk 1100 P224 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES Drawn: KAC Ch'k'd: DRC FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. Date: 07/21/2021 Scale: 1"=10' 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR Rev: Description: Date: BOTTOM OF CURB. 5. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED CONTRACTOR SHALLANY LEGEND 10 5 0 2 4 6 8 10 DISCREPANCIES TO OWNOERI S REPR S)ENTTATIVE PRIOR TO CONTINOUING WORK. H 0 ��. . . — — PROPERTY LINE MM N Scale: 1"= 10' J oo LIMIT OF DISTURBANCE (0.33 AC) N Drawinq Title N Planning Board # xx.xxx Layout Plan O N CONCRETE PAVING Approval 6512 E Approved under authority of a resolution adopted ASPHALT PAVING by the Planning Board of the City of Saratoga Springs. 2I W QRI o TREE Chairperson 0 L <N.- Drawing No. = 0 o TREELINE <L%-1 Date Signed: o l -- PROPOSED LIGHT L-2.0 in N O a'\d Q N� 0 o T O ,, =N a a 0 m h' N Z ,, N d LL GRADING NOTES kg 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY 8. OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE DATED 5/11/2021 PERFORMED BY THOMPSON AND FLEMING. OR LEGALLY DISPOSED OF OFFSITE. The L/\ GROUP ROI ID 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW 9. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED Landscape Architecture&Engineering P.C. YORK STATE LICENSED LAND SURVEYOR. GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL People.Purpose.Place. BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE 40 Long Alley p:518-587-8100 BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL WITH PROJECT PLANS AND DETAILS. Saratoga Springs f 518-587-0180 SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY NY 12866 www.thelagroup.com WILL NOT BE DISTURBED BY CONSTRUCTION. 10. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES 2.5' WIDE STRIP TO BE CONVEYED TO THE 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. Unauthorized alteration or addition to this CITY OF SARATOGA SPRINGS PER FILED MAP T-226A. document is a violation of Section 7209 of the • NO DEED TO THE CITY OF SARATOGA SPRINGS WAS FOUND MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH New York State Education Law. N/F STEVEN ETHIER PER BK1593 P516 INCH (1/8")PER FOOT. MAXIMUM CROSSPITCH OF ALL 11. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES SIDEWALKS IS 2%.ANY DISCREPANCIES NOT ALLOWING THIS TO AND ORDINANCES HAVING JURISDICTION AND OSHA OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A ©the LA Group 2021 PRIOR TO CONTINUING WORK. SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 1 EONE GRINDER PUMP _ TC:307.95 n/f L-4.1 RIM: 308.50 BC:307.56 3+77 -307.77 o Prepared for 1< George M. Roman, Jr. and Amy Sue Roman 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL 12. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO INV. IN: 305.00 NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL T & T and Bowman 1< Bk 1731 P18 > INV. OUT: 304.40 Q LI CB RI 3 ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE TOP AND BOTTOM OF SLOPES. 1< s1 ST NIV=305.35 OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 19 Railroad Place, Saratoga > 1-1/4 SDR-11 HDPE 1A/2 I 13. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO Springs, NY 12866 1< SANITARY FORCE MAIN L-4.1 6. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE N82 07'28"E 125.00' > Q v v v v v v v v v v v -v�� v v v v v v v v v v v v v v v v v 30881 \ co <308.08 �� I CURB STOP 3 SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, O O _ 308.54 - O\y_o a \6C I o9 I�_6C J�• • PROPERTICI�I E C 309 j -- - - c o o ix I CATCH BASINS, HAND HOLES,WATER AND GAS GATES, 308.04 • • -a ° P-o o -O- O ,�� me - Q O 7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS �P 61 I 1- \ 3 SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS ORAS 6" <- DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DIRECTED BY THE OWNER'S REPRESENTATIVE. 9 18"WILLOW 6'MPL. } M I - : _e CONNECT TO EXISTIN 1-1/4" '"" r 2 � 0 FM FM DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST 14"SMAPLE 6 LF 6"SDR 21 @ 8.3% 308.42 . SANITARY FORCE MAI TO OWNER. 14. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO 308.57 BUILDING SETBACK + ' 3 WITHIN 4"OF FINISHED GRADE UNLESS OTHERWISE NOTED. 1 ' i0"MPL. F k - \ CURB STOP I �} 3 UTILITY NOTES WATER NOTES + INV. BLDG: 305.50 I Q 308.46 I 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962)AND 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM ; '0879+ 3/4" CURB STOP 3 CA + 307.62 THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 308.48 I COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ID 6.,PINOAJ Q ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS 2. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN 4' © 3/4"TYPE K CO'PER INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE FEET(EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY . LOT #1 08.43 �' r 308.0 L-4.1 WATER SERVIC' PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM I° I +308.50 13 BOWMAN STREET I o \ 307.6, CONTRACTOR. VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY 308.57 I WATER MAIN AND ANY SANITARY OR STORM SEWER. I FFE: 309.50 \ tB FLUSH:317.67 O n � 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY ' 8"MPL. o <,,, rJ 3 I INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN 3. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE Area= I a rim . L ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS O I I UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF o °308.59 15,000 S.F. or wI w W 1 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM N o12) I 308.73 0. 344 AC I No GAS BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS O 12 OAK + I ' 7 POSSIBLE. a ° I o ° ' 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL ' I REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE 4. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS - 30 .7 -CONNECT TO EXISTING 1-1/4" REQUIREMENTS. OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE z I o i o SANITARY FORCE MAIN THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS L \ I 3 +307.74 5. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA o ,, . ..08.51 I ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND SPRINGS AND INCORPORATED IN THE AS-BUILT DRAWINGS. 308.18 DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. rr :307.76 5. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES W w 1-1/4"SDR-11 HDPE 1A/2 -u \ z ,308.27 CURB STOP 31 AS SHOWN ON THE TRENCHING DETAIL. ° SANITARY FORCE MAIN L-4.1 10 I CURB STOE cu PROPERTY LINE m ▪ - i I .6 MPL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ rn U 6. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW Lu ° , I -1 \ I 3 STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO Q3 0 I ' EONE GRINDER PUMP 1 r° NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED a DRY WELL RIM: 308.50 L-4.1 FM FM m .-4 I E AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. L` 308.23 (BURIED) INV. IN: 305.00 I WATER ir BUILDING SETBACK 3o8.INV. OUT: 304.40 308.64 VALVE Iiii O I w WATER SERVICE w w w w w 308.46 \ 0 I SANITARY SEWER NOTES 0 \ 308.53+ N 0 6 LF 6"SDR-21 �_ REUSE EXISTING co I 3 @ 8,3% 1 COPPER 3oa.17 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO Li WATER SERVICE I :3o7.a3 ,11 PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND -308.47 + 307.65 O � FOR NEW HOME I TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS project Title: H- - I 3 ° I INV. BLDG: 305.50 STANDARDS. o I 307.83 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE Bowman Street ° I S 308.74 Y + I STANDARD SPECIFICATIONS FOR PVC PIPE,ASTM DESIGNATION Subdivision ° N. + a < Ti ° 3 D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET ° 0-, � . No • :308.11 I PUSH-ON JOINTS. 4 , I N� LOT #2 o 3 15 BOWMAN STREET a c__, B1 FLUSH: 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL 13 Bowman Street qiMPL. I BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER Saratoga Springs, NY 12866 DRY WELL 3oa.26+ FFE: 309.50 / PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. ° (BURIED) I 3uc [i oo I 3z 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. O I I Nw ° _ ELEC. METER + 308.50 BIFiUSH:307.78 V08.13 I 0831B . lo I :308.13 6"MPL. :307 74 o + `) 308.14rim 308.45 L, I = m m m m CD ° 10"LINDEN �08�� 308.25 �"L7 3 30 ,0"LINDEN �� 0 ' J S"LINDEN -BC:30�.65 / / / / i / 1- / -�_-fir-_L 10LINDEN-1 -/ L-1�_� __-7 1- / -/-�� �_ ! 307.80 PROPERTY LINE S82`07'28"W 125.00' o 0 3 --307.68 o O M n/f rn w Project No.: 2021020 Donald Coon Design: DRC °r Drawn: KAC Ch'k'd: DRC Bk1100 P224 Date: 07/21/2021 Scale: 1"=10' 0 Rev: Description: Date: a J LEGEND F D W - - PROPERTY LINE z LIMIT OF DISTURBANCE (0.34 AC) tiz. 1 10 5 0 2 4 6 8 10 0 z EXISTING MAJOR CONTOUR 0 Scale: 1"= 10' 6 EXISTING MINOR CONTOUR Drawing Title o 0 N 0- 312 PROPOSED SPOT ELEVATION Planning Board # xx.xxx Grading, Drainage, 0N 651 ST PROPOSED STORM DRAIN Approval and Utility Plan Approved under authorityof a resolution adopted w PROPOSED WATER LINE p mi by the Planning Board of the City of Saratoga Springs. SAN PROPOSED SANITARY LINE 1 2 oEXISTING STORM LINE Chairperson W Q N =N O Drawing No. W• N LL N-o EXISTING SANITARY LINE Q N N Date Signed: EXISTING WATER LINE I _3.O W N J Q N d L U 7 =o E EXISTING GAS LINE Fl) ops • , EXISTING OVERHEAD UTILITY NOTE: 50'-0" NOTES: EXPANSION JOINTS SPACED PROVIDE CLEAN SQUARE CORNERkg / 1. MINIMUM STONE SIZE SHALL BE 1"-4"STONE, INSTALLED FINISH ALONG CURB 10'O.C. MAX. WHERE BITUMINOUS WALK ABUTS CURB OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 6" 1/2" RADIUS BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR The LA GROUP EDGE OF EXISTING ROADWAY GRADE FINISH GRADE; BITUMINOUS TO WALK TO WALK 2. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24' 6" 1l4 RADIUS �, o o ) ‹..__\ FOR TWO WAY TRAFFIC. MINIMUM LENGTH SHALL BE 50'. h I 4' 4' OR LAWN, SEE PLANS 4" CONCRETE-SEE �� 6" CONCRETE-SEE oo o 6'o O o 0 00 0Jc' 3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD • ��III IIII _ • o a Landscape Architecture&Engineering P.C. ` 'o o ♦ � \ /\ \/\i a a ������������������uuuuui� ° CONCRETE SPECIFICATIONS o a CONCRETE SPECIFICATIONS a oo a a a`d'o a CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH /\\/\\/\\/\\/\\/ III-III=III=III-III=III .o ,.. . ` � , `?) ° n�� or / / / /\/\/ ° ° ° - PAVEMENT - - - _ O o `0, s ` Ci Q. '°:O° s People.Purpose.Place. CD Eb o 0 0 \ \\ \\ \ /\\ \\• co - '1= 0O #1. ,0_,000 6"X 6" NO-WOVEN WIRE o 'i 6"X 6" NO-WOVEN WIRE eQ moo 0o0 ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM \/\�/\���/\�/\�/ G a -III .008 ° 00 FINISH GRADE . s 0 • • s ° o0 c' g o-off o�c o oaf 0 PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE i�/j�/j�/j�/j�/j�/, _ - ° Q0 U aw 4,000 PSI • MESH EXCEPT A.O.B.E. o MESH EXCEPT A.O.B.E. 40 Long Alley p:518-5 878100 �o� \ \ \ \ \ II \ \ \ \ ��� �cb� ��o o -oocb PERMITTED. //\//\/j\/\i\ a ° 1= = o .0 °0o0 O� CAST-IN-PLACE /\ 6" GRANULAR SUBBASE COURSE NYS °o. 0 8" GRANULAR SUBBASE COURSE NYS Saratoga Springs f 518-5 870180 o o ° o�° 0 0 80 0� 0 4. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL %\%\/.'�°°°°p °o°° ! •e. CAST-IN-PLACE CONCRETE a O \/\/\/\/\ ' oo° c,fl00 c,fl 0 o o \�/\//\//• d°o a a a ° ° ° • CURB SEE CONCRETE =III o 8 p, t �°�� °DO CONCRETE CURB //\\//\\//\\/\ DOT SECT. 304, TYPE 4 COMPACTED '/�/��/�/��/ DOT SECT. 304, TYPE 4 COMPACTED NY 12866 www.thelagroup.com ° 0 0%=27 , PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO \\//\\//\0 o ° ° ° = - 0 / - \\\/\\/\\/\\/\ TO 95% STANDARD PROCTOR // / / / / TO 95% STANDARD PROCTOR 0 �$° 0 a /\\� as pO 0 SPECIFICATION C° _ _ /i /i/i/i/i \/\/\/\/\ C:' a o o PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, ✓\/ ° a 0 . - III o 00 00 I I I-I I IIIIII \ \ \ \/ 'A o8 0� 08 08c� .� //\//. O? ° t� '' So° / // // // // Unauthorized alteration or addition to this '°', o'' ° o ooa o 000 o o a oc o o a '"~ WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL •%/\\//� �° ° ♦ - g o8 �iN '�i� SUBGRADE COMPACTED TO \j\\/\j\j� SUBGRADE COMPACTED TO o gag o o III q J o /./A/A/A/A o document is a violation of Section 7209 of the )A ()'' '� o po a o40 ° o * BE REMOVED IMMEDIATELY. ♦ \\i a C 6z'a8 GRAVEL COMPACTED TO - = 0 � �� �,/���/g� = 90°/0 STANDARD PROCTOR 90°/0 STANDARD PROCTOR oho ��o / /� oo o o O n o o j/�/ d // (r. COMPACTED New York State Education Law. ♦ 5. ALL VEHICLE WASHING SHALL BE DONE IN A STONE - z %\\%\ o °,1,o c ° i\-/' \'go 0° 95% STANDARD PROCTOR Ell I �i.��/, i.��,/i.�� III- STABILIZED AREA WHICH DRAINS INTO AN APPROVED \\j\\ °�'a c ' o /\\j\jj\ ,,,/;\\% 8" SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT.AS MIN FINISHED GRADE SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. Lig KEY EXIST. PVMT. v \� PRIOR TO PLACEMENT OF NEW PVMT. JT. �� ITEM DEPTH MATERIAL METHOD OF LAWN RESTORATION0 PVMT. RESTORATION PLACEMENT The LA GROUP TOPSOIL&SEED NEW. PVMT., SEE DETAIL AS SPECIFIEDPIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL \ E Landscape Architecture&Engineering P.C. (( COMPACTION OPTIONS: D H 0 71 LE1I�HARD WIRED - — =–' III o People.Purpose.Place. L CONTROLS) =�o� I � PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL . D R 0 71 (WIRENTRS o O°+�° COVER COMPACTION FIELD JOINT REQUIRED -� FOR MO LS LEVEL CONTROLS) III- aa1 a° Gbo�}o�o •��o FULL LENGTH OF PIPE 40 Long Alley p:518-587-8100 DH071-129 DR071-129 -111=1 a 1, o- a s • FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL GASKETED LID, FRP �— �Cb 0. �. CENTERED ON SEWER LINE Saratoga Springs f 518-587-0180 & STRAIN RELIEF CORD =111= w w 1 �* SUBBASE MAT'L.; COMPACTION °}' NY 12866 www.thela rou com MO71-160 / DR071-160 CONNECTOR '1. 1111 /'?c w I REFER g p r ' o I I—III-1 dp,0 Cl) 1-11 — — }�� w - 1 � ° a•.° 1-111= TO NEW PVMT. DETAIL ~ �I 'IV`l PROTECTIVE CABLE SHROUD _— w w �' 04 IIII ' ,.� , / (HDPE) 5 — I I > > ago 111- NOTES: — • — Unauthorized alteration or addition to this 0711. 114 0 1 1=1 O O L•1-11 BURIED METALLIC z document is a violation of Section 7209 of the ELECTRICAL QUICK DISCONNECT l` 1I' w -1 II 0 0 1 I- 1. FINAL TRENCH BACKFILL New York State Education Law. il - w POWER ALARM CABLE D' IDENTIFICATION NEMA 6P (EQD) ,. f- z z — 1.a. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE - j = ► 6 CONDUCTOR W/GND ¢ -III WARNING TAPE co WATER LINE / ":-.) _ EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ©the LA Group 2021 u) 11111 q C°= 111 II FINAL TRENCH BACKFILL ENGINEER OF RECORD; OTHERWISE IT SHALL BE • Ill! E/ONE EQUALIZER w Q - -I Lb -?.00° o - �� E -111 0 �• ° ° 9, a° 111 (SEE NOTE) STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 L� ¢ - �- SANITARY SEWER OR > o .Qg, o ; :°g — PERCENT. STORM SEWER Prepared for: 1 INTERNAL WELL VENT '1 o .•o-o•. o - - 2.0° DIA. `n `6 I °' :. 1 PIPE ZONE BACKFILL 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE QUICK DISCONNECT ASSY. / I Q o. ° p0�'0 = STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL *SEE NOTE T & T a n d Bowman (304 S.S.) -, o =1 .� ° �� • •� =11 0 INLET, GROMMET ° +� f TO ACCEPT 4.50" O.D. :H[ .�00;. o Q\Q o o 11 - PIPE ZONE BEDDING BE 95 PERCENT. NOTE: Ii -I MAT'L 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH (REFERENCE-"TEN 19 Railroad Place, Saratoga S.S. CAST BALL VALVE O - PVC PIPE (STANDARD). III = STATE -m DUST COVER SUPPLIED BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. STANDARDS") Springs, NY 12866 I1=1 -I11= WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- O *� 1 FOR SHIPMENT (NOT -11I I1=111- ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY 1 ;,, SUITABLE FOR BURIAL) I- I-III-III-III-III-1 11111 TAILED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM OF WATER MAIN - - _ ' -111111=111=11F -III I I 11 I�• COMPACTED TO THE SATISFACTION OF THE ENGINEER. 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, DISCHARGE ,-,/4" FPT PIPE O.D.+24" 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO I =� C° MIN. PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED ���fl EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. ALARM 1-1/4" DISCHARGE LINE /, II in 0 TO OINLET PIPE TRENCH SECTION UTILITY CROSSING DETAIL (304 S.S.) ®C SCALE: NTS y SCALE: NTS 041.6 in CHECK VALVE ; M ON 26 in TO DISCHARGE (NORYL) 47 gal ' I 1- OFF , 18 in ANTI-SIPHON VALVE / 1 14 in 32 gal• FINISHED GRADE (NORYL) 1' Ti_ir 1 TREE BELT SIDEWALK��I � \ + CURB it,..4SEE NOTE II 11; `� �/ ROADWAY i\\/\4/\\\\'\\` -\/-X7-X/-X/\ •�.. 1.,r.2tW1.2��;.1I_� tiles.i- ... - '%" 1� , / \/\/\/\/\ \ \ \ \ \/\/\/\/\/� D �� HDPE TANK 29.5 DIA in `//\// \/ \\\% % % % % % % % % % % % /\ /\ /\ /\ % 1 DUAL WALL, CORRUGATED 24 gal. i// // // // // // // // // // // // // // // // // // r / // it 70 GALLON CAPACITY y \/\\/�\% %��%��%��%��%��%��%��%��%��%�„,// /��\ \ V `i '7'/ ` ��' NOTE: \ l ` ' 77,----i� LOOP ARBORTIE AROUND STAKE AND SEMI-POSITIVE DISPLACEMENT TYPE PUMP. CONCRETE BALLAST MAY BE REQUIRED LOCATE CURB BOX BETWEEN CURB ‘.....,& �� I /�� TREE STEM BELOW LOWEST BRANCH. DO EACH DIRECTLY DRIVEN BY A 1 HP MOTOR SEE INSTALLATION INSTRUCTIONS • NOT WRAP ARBOTIE AROUND AS IT WILL AND SIDEWALK AT CENTER OF CURB BOX; MUELLER 5'-6"±MODEL \ GIRDLE THE TRUNK FOR DETAILS TREE BELT.WHERE NO CURB/TREE � 4 H-10314 (IN TURF) MODEL H-10334 (IN -� '�-% �1 � BELT IS PRESENT INSTALL CURB CONTRACTOR RESPONSIBLE FOR 1. CONTRACTOR TO VERIFY LINE VOLTAGE AT THE SITE. CONCRETE WALK)(SIZE AS REQUIRED l� -- BOX AT PROPERTY LINE. z / ��- KEEPING TREE PLUMB. REFER TO E FOR 3/4"OR 1"SERVICE) - f� 2. ELECTRONIC/ELECTRIC CONTROL PANEL SHALL BE DUPLEX MODEL 260 AS SUPPLIED BY ENVIRONMENT o i4�..� ���t 1.---- SPECIFICATIONS FOR FURTHER ONE CORP. OR APPROVED EQUAL. PANEL OPTIONS SHALL INCLUDE AN AUDIBLE ALARM WITH SILENCE rn z_ CURB STOP; MUELLER ORISEAL MODEL ! -X11 , 1� �i INFORMATION. STAKING NOT ALWAYS AND VISUAL ALARM LIGHT FOR HIGH WATER CONDITIONS IN THE WET WELL. PANEL TO BE LOCATED IN A 3/4"COPPER TUBING E H-15209 COMPRESSION, MODEL H-15219 ___ ��� ;��Y���/ _✓� / jp.' REQUIRED. IF STAKING, INSTALL 2"X2"SQ. CONSPICUOUS LOCATION AS APPROVED BY THE OWNER: OUTSIDE ON SIDE OF BUILDING FACING THE (TYPE K) o (W/DRAIN) (SIZE AS REQUIRED FOR 3/4"OR \ l OR 3" DIA. HARD OR SOFT WOOD STAKES, UNIT OR ON AN ANCHORED 6"x6" POST NEAR THE UNIT; INSIDE IN AN UNLOCKED ROOM, BASEMENT, OR "' 1"SERVICE) �a i►�,� IN ACCORDANCE WITH THE STAIRWELL. qr / / SPECIFICATIONS. (3)STAKES REQUIRED CORPORATION STOP WITH SEE DETAIL FOR SPLICE -,�S !� , r:-..-.7. '—` FOR TREES LESS THAN 2"CALIPER. 3. ALL ELECTRICAL WORK TO BE DONE IN FULL COMPLIANCE WITH THE CURRENT EDITION OF THE NATIONAL COMPRESSION FITTING, TEMPORARY CAP OR PLUG AS NECESSARY l �� ��"\ /ELECTRIC CODE AND ALL STATE AND LOCAL CODES. 'MUELLER H-15008 3l4" ��' & �, ROOT FLARE SHALL BEAR SAME 3/4" MIN, SIZE TYPE K * _ ' � RELATIONSHIP TO FINISH GRADE. 4. THERE SHALL BE NO ELECTRICAL SPLICES, JUNCTION BOXES, OR CONNECTIONS OF ANY KIND IN THE COPPER PIPE `/ PUMP CHAMBER. 3" DEPTH SHREDDED BARK MULCH; PULL its,. AWAY FROM TRUNK. 5. IN THE EVENT THAT THE NEMA 4 CONTROL PANEL IS TO BE LOCATED OUTSIDE, A THERMOSTATTED __ 1 HEATER SHALL BE PROVIDED TO PREVENT CONDENSATION. ':� , CUT ROPE SURROUNDING BOTTOM OF EXISTING TRUNK AFTER BACKFILLING BUT 6. THE NEW YORK BOARD OF FIRE UNDERWRITERS MUST CERTIFY ELECTRICAL EQUIPMENT INSTALLED WATER SOLID CONC. 4 BEFORE MULCHING. FOLD BURLAP. MAIN BEARING BLOCK OR PURSUANT TO THIS PLAN.A COPY OF THAT CERTIFICATE SHALL BE FURNISHED TO THE ENGINEER OF C.I. FOOT ES. EQ. ' 3" HT. PLANTING SOIL SAUCER, • RECORD AND THE OWNER PRIOR TO ISSUANCE OF FINAL PAYMENT. .,pull001IIpI INOMIIIIIII1111111IIIIIIIIII11111111N n16i11111 aiIIIIIIII Alln"1b,.. I I COMPACTED 41EONS GRINDER PUMP 0 TYPICAL WATER SERVICE CONNECTION II1T PLANTING SOIL AS SPECIFIED JE4SCALE: NTS SCALE: NTS - 6" NATIVE SOIL DRAINAGE MOUND, %•MPACTED TO 92%. (POORLY DRAINED 6� SOILS ONLY) Project Title: UNDISTURBED SUBGRADE 2'-0" Bowman Street MIN. Subdivision TREE PLANTING 6 CURB BOX WITH 4 Sit F SCALE: NTS R.O.W. OR CAP LABELED, "SEWER". I FROM PUMP EASEMENT LINE (TYPICAL) \ 13 Bowman Street \ Saratoga Springs, NY 12866 FINISHED GRADE (TYPICAL) I WORD I I SEWCAST IN I O U v `l� U U _ o �� i U . .., . J�1 UP ��/�vIf`j�/A�l1rI44,414. 4":.I4DW;,.;,.. �QI�I�� ,�� �����h�lv���i'✓��/��, ■/Iii~?`�0��/���/��✓✓��/�II���/��/J Q O of O O 0VALVE BOX - TOP *- 47*.e,��� - �� :���1jlj���l�j ���n��:t�i�j�� ��t�,�,�r`�j;\j��' - 0SECTION WITH '"� W �� BOTTOM FLANGE. ,- '1 DRIP EDGE `SET VALVE BOX ON CONCRETE ' - -1 t BRICKS. FULLY COMPACT ) --f _ BACKFILL PRIOR TO INSTALLINGTE: Al/1 I\ J '^•-. •••^ ORANGE POLYETHYLENE BRICK. ���1 ♦���.•. �i ♦�������� "� '\ a - HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS I ••• " ' �•i� iii .►i�i�i , • , � iii� WARNING FENCE STEEL INSERT PIPE STIFFENERS FOR ALL PACK JOINT/ Jot������ ������������������ ������ ������ � ���� !: ��� BRASS PACK JOINT COUPLING . ► 0�00� ��Di ��O ��: i'IU COMPRESSION CONNECTIONS. /, PVC ADAPTER COUPLING ♦�������♦ ►���♦ ► �� !�: �♦ �/ ♦fi ►��������♦ ►♦ ,����� ♦�• ������� �!������ ♦♦ Pro ect No.: 2021020 x1-1/4" M.I.P.T. f 1 Y2„ F.S.W.x1Y4 MNPT • I �i� _44 '.�i�i�i�i�i�i�i�i� i'- ��������� lib- -t.-----. i -. �0������KJ SPLICE WITH BRONZE CABLE CLAMPS .--4 ����� IC•�i!i2i!i!i�%i• ��� -�4 P P10�������•!�� )2.��_Ilk 4 FOR TREE PROTECTION CONDITIONS: Design: DRC A 1 1►�0�����jp��� j�j .��������%H„1 0e4►��:�--- ►�q A oiA--4 i.'.'4 We. -- . i!% ADD WATERPROOF PERMANENT SIGN Drawn: I<AC Ch'k'd: DRC AND INSULATE WITH ELECTRICAL S H N K l\ GRINDER PUMP/LOW PRESSURE SEWER 1 \ h'►������� 0► ������������•���1,�A����.�.' �����k►�4 M�����.������������N������..4""lk „ WRAP INSULATION (EYP) CONTRACTOR SHALL CONNECT TO PACK JOINT COUPLING o 0X0000000 ,►: .�•.::i�6ii*-1A �On�000000�0� ,OOOOOOOOOOi'HOOOi`.0 , READING: TREE PROTECTION AREA"; Date: 07/21/2021 Scale: NTS TRACER CABLE BY SPLICING WITH BRONZE + MATERIAL: WATER WORKS BRASS /;i�i�i�i�ii%:->/�- �i�i�i�i�i�i�i�i�i�1;i'iii i�i�i�i�i�i�i�i�i/ �i�i�i�i�i�i�i�i�i�i��N���° �fr� I ����..� ►•`����������4, ,�►��������� , �����������H�w�n,•' MIN.3 SIGNS PER TREE, OR 1 SIGN __ i 11 i ELECTRICAL CLAMP AND INSULATE WITH I I 1 I A►i!�:-��0004' •'�OOOOOOOOOi!►0��0000000� O�OOOOOOOOO 'H�0•���'`Ilh� EVERY 20'O.C. FOR GROUPINGS OF FORCE MAIN TRACER CABLE ELECTRICAL SHRINK WRAP INSULATION. l Y4" MNPT !���������������A ,������������������� ������������������1 ��������1►�t►�������!�.�•' Rev: Description: Date: I ♦�������� ���������� A, , 4 ,- ' A►.�-• TREES 11 GREEN COATED CURB STOP EXTENSION I N I ISI 1 !��" � �,I I U METAL POST FOR 1-1/4" DIA, MAIN LINE, USE BRASS #10 STAINLESS STEEL I ROD (18" MIN.) 11 PACK JOINT TEE (PVC & PE). HDD TRACER CABLE f U U FOR 1-1/2" TO 2-1/2" DIA. MAIN LINE, USE (TYPICAL) (TYPICAL) _ C U U u C 1-1/4" HDPE 200 PSI SIDR 9 -1/4" DUCTILE IRON TAPPED SERVICE TEE BY ' ` NOTE: MINIMUM I.D. TO BE 1 1/4" / FHARCO CORP. (PART NO. 801503) {PVC), . — — o `� INSTALL WITH HORIZONTAL SLACK J , 0 TREE PROTECTION FENCE a FOR 3" AND LARGER DIA. MAIN LINE, USE M.J. o D.I. TAPPED TEE (PVC); FRIALEN VA ELECTRO- la — - — -I—'� �� , -L, //� 1] FUSION SADDLE (PE) AND BRASS ADAPTER IVII / t J SCALE,_, ill ■ IIBUSHINGS AS NECESSARY. J �I IIIIII DrawingTitle ,,.�,. ....... : ,. .-. ..� CONNECT TO `' . y,-.•;',.:".'-'0 CONCRETE BLOCK , N' '. ;•••.y':•s�; ` PVC ADAPTER/ PUMP DISCHARGE N .• ;• -''fir 4"x8"x16" (TYPICAL) r (1Y4" F.I.P.T.) c:+ ` COUPLING Planning Board # xx.xxx Site Details `61 1-1/4" HDPE 200 PSI SIDR 9 (I.P.S.) It GREEN STRIPE OR GREEN SHELL. 1-1/4" BRASS PACK JOINT CHECK VALVE Approval NOTE: MINIMUM I.D. TO BE 1-1/4" CURB STOP, FULL PORT MATERIAL: GLASS FILLED PVC WITH 1)4" HDPE 200 PSI SIDR-9 (I.R.S.) N' INSTALL WITH HORIZONTAL SLACK ALLOWABLE TUBING SUBSTITUTIONS (BALL STYLE) WITH 1/4" TURN CHECK FABRIC REINFORCED ELASTOMERIC TiT - 1Y2" CTS SODS-9 (200 PSI) AS MANUFACTURED BY FORD METER BOX CO. FLAPPER AS MANUFACTURED BY NOTE: MINIMUM I.D. TO BE 1-1/4" Approved under authority of a resolution adopted / E-ONE OR EQUIVALENT INSTALL WITH HORIZONTAL SLACK bythe PlanningBoard of the Cityof Saratoga Springs. O, WITH MATCHING FITTINGS (TYPICAL) g 2. W<N Drawing No. o''- oN J-N GRINDER PUMP TO SANITARY FORCEMAIN CONNECTION Chairperson LL O Q N N W� ° 1A6'4' .9-.-6'4 cSCALE: NTS L-4. 1 mrd E >Q 0 Date Signed: BN Z o 0 0)U Short Environmental Assessment Form Part I - Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part I.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Proposed 2 Lot Subdivision Project Location(describe,and attach a location map): 13 Bowman Street,Saratoga Springs Brief Description of Proposed Action: The proposed action consists of seeking approval to create a two lot subdivision from one exiting parcel which contains an exiting horse barn and related facilities. The barn will be removed and relocated prior to selling the property. Name of Applicant or Sponsor: Telephone: (518)47$_8596 T&T and Bowman LLC E Mall Aothony@carusohomebuilders.com Address: 19 Railroad Place,Suite 201 City/PO: State: Zip Code: Saratoga Springs New York 12866 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that z , may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval: _ ✓❑ ❑ 3. a.Total acreage of the site of the proposed action? 0.344 acres b.Total acreage to be physically disturbed? 0.330 acres c.Total acreage(project site and any contiguous properties)owned - or controlled by the applicant or project sponsor? 0.344 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial m Commercial ® Residential (suburban) El Forest ❑ Agriculture ❑ Aquatic ® Other(Specify): Horse track related facilities ❑Parkland • Page 1 of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑ ❑ b. Consistent with the adopted comprehensive plan? ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ lwJ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: El ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ El b. Are public transportation services available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? . NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: IJ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 1=111Z_ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ El of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPOI archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ' ❑ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ El If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ['Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? 1111 El Elfin,Kerner Blue 16. Is the project site located in the 100-year flood plan? NO YES NO LJ ❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ n a. Will storm water discharges flow to adjacent properties? El [.1 b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? n If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: In 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: - on I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: T&T and Bowman LLC/Anthony Caruso Date: 7'24— 2( Signature: r'7i Title: Owner/Applicant PRINT FORM Page 3 of 3 EAF Mapper Summary Report Monday, May 24, 2021 10:14 AM Disclaimer: The EAF Mapper is a screening tool intended to assist 179.29-3=3 'l' �''.!'_.1179.29-3-24-' — 1 project sponsors and reviewing agencies in preparing an environmental '' assessment form(EAF).Not all questions asked in the EAF are 179.29-3-2 \ 119•29-3-?..--' I -`-1 answered by the EAF Mapper.Additional information on any EAF 175-2 9-3-27 + '` _ question can be obtained by consulting the EAF Workbooks. Although 179.29'..;3-21:3 .---- the EAF Mapper provides the most up-to-date digital data available to • u(, t'' DEC,you may also need to contact local or other data sources in order 179.29-3-10 to obtain data not provided by the Mapper.Digital data is not a substitute for agencydeterminations. 179.29-3-22 1 79.2 9-3-21.2'1 't. otisfra MAil treat 9.2 179.29-3-12 �,.,.... ¢ c, • 1 7929-3-19 Sara t.., Springs _— ' �. 179.29-2-18 cI %., 179.29-3-11 , �, Torogit° ¢ '1 1'79.29325 ,ts ' ---- .--- 1-11111.4o 0Aot,3.t�, '' ; --- 179.29-3-26 ai I filharPy Boston Til tti �ti ! _ 5 r = CIly nd ,Pravldehc* 179.29-2-9.10,, ''. `. 179.29-3-17 = -, •I .' - -.-' �t - ; ,, e. I ..,:,i Clew York �' ,x f'nl,mt� ''Pit#a6urgh Phitaadphla 5amlit USGS�. Intern.at:,,IIICREMEPITP,I1R99. sl.dappn,1%1ETI E:n :l til-r H•-.tng k{ngu.Indl E IvIENT P..rI R Can, Esti Japan.r•1 En;Esti China(I-long Ktang',Bit loaf` ts'VrIi11allandI r1Gcbvp.filuipletmapcottttibut'rs at iith...GIS IJse/C4rtitmunity c►GneipatSire-3tilapc,:tntnl:,' or°..atid the GIS LI52rComm Linty Part 1 1 Question 7 [Critical Environmental No Area] Part 1 1 Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 1 Question 13a [Wetlands or Other No Regulated Waterbodies] Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Frosted Elfin, Korner Blue Endangered Animal - Name] Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 /Question 20[Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 1 O!q w� .. � City of Saratoga Springs lI� ,� ,; Department of Public Works 1 .,-.. '• ."715 Vanderbilt Avenue(temporary address Anthony J. Scirocco �.. ; Saratoga Springs, NT 12866 Commissioner 4q'"Hoen,co'q‘' (518) 587-3550 office Joseph J. O'NeiIl www.saratoga-springs.org Deputy Commissioner NEW WATER SERVICE CONNECTION AGREEMENT & APPLICATION FORM Property Owner's Name T&T and Bowman Project Name (if applicable) Bowman St. Subdivision Property Address 13 Bowman Street Tax Map#: 179.29-3-19 Size of Tap (check one below) X 3�4 " 1. Greater than 1" A unit of water shall be defined as 14,000(fourteen thousand) cubic feet of water per year. Contact the Utilities Department at ext. 2502 for assistance with water use estimation and meter specifications before signing below. Number of Dwellings: 1 Estimated Cubic Feet of Water per Year 21,500 To be completed in fiill without any contingencies or protest, on or before the Building Inspector approval of the rough plumbing, including the installation of the water meter, or at the time of the issuance of a tapping permit. The undersigned represents to the City that they have full and complete authority to execute this document and find and commit the developer to abide by the City Water Ordinance. This agreement shall be binding on all of the undersigned transferees. The undersigned acknowledges that a copy of this document will be delivered to appropriate and necessary governmental entities. Authorized Signature.„..-lc,....--- `—` in Print Name „- 60ccamu Company Name&Address T&T and Bowman LLC, 19 Railroad Place, Suite 201, Saratoga Springs, NY Company Phone Number Fax Number Date ****************************************************************************************** Department of Public Works Approval- Date: