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20210764 13 Bowman Subdivision Final Signed Plans
Bowman Street Subdivision � Subdivision Application 13 Bowman Street Saratoga Springs, New York Revised November 16, 2021 "ILj C — — 9 "44 W 0000,0 ra r r 83s� N i'i'' �I,, .�. " it i A f tr riGentrailer T sT 7,., � ,� tt Park w 1 to i i rr Q,a t Greenridge � ``'�' �" r a tt Ce m MONO . 0 PROJECT SITE 00 • �� , It VON00 CRESCENT BPY- (3 PROJECT LOCATION MAP: 0 SCALE: N.T.S. PROJECT VICINITY MAP: 61 PREPARED BY: The LA GROUPF P 518/587.8100 518/587 0180 www.thelagroup.com Landscape Architecture tot. Engineering P.C. People. Purpose. Place, 40 Long Alley Saratoga Springs www.thelagroup.com New York 12866 SCALE: N.T.S. APPLICANT: T & T and Bowman, LLC 19 Railroad Place Saratoga Springs, NY 12866 SURVEYOR: SITE STATISTICS PROPOSED USE: TOTAL AREA: TAX MAP PARCEL NUMBER(S): ZONING: ZONING - UR-2 REQUIREMENTS MIN. LOT SIZE (SF): MIN. AVERAGE WIDTH (FT): BUILDING COVERAGE: PRINCIPA:_ BUILDING: ACCESSORY BUILDING: MIN. YARD SETBACK (FT): FRONT: REAR: ONE SIDE: TOTAL SIDE: PRINCIPAL BUILDING: MIN. 1 ST FLOOR AREA (SF): MAX HEIGHT (FT): MIN. DISTANCE TO ACCESSORY BUILDING (FT): PRINCIPAL BUILDING: FRONT LOT LINE: SIDE LOT LINE: REAR LOT LINE: MIN. % TO REMAIN PERMEABLE: 6,600 SF 60 FT 30% 10% 10 FT 25 FT 8 FT 20 FT SHEET INDEX: SINGLE FAMILY RESIDENTIAL COVER 0.344 ACRES S-1 SURVEY LAND TO BE SUBDIVIDED INTO S-2 SUBDIVISION PLAN (2) RESIDENTIAL LOTS L-1.0 SITE PREPARATION AND EROSION CONTROL PLAN 179.29-3-19 L-2.0 LAYOUT PLAN UR-2, URBAN RESIDENTIAL L-3.0 GRADING, DRAINAGE AND UTILITY PLAN L-4.0 SITE DETAILS L-4.1 SITE DETAILS 1 STORY = 900 SF 2 STORY= 700 SF 60 FT 5 FT 10 FT 5 FT 5 FT 25% CITY OF SARATOGA SPRINGS MARK TORPEY, Chair PLANNING BOARD SARABOIYIN, Vire'r TODD FABOZZI City Hall - 474 Broadway RUTH i iC RTON Saratoga Springs, New York 12866 KERRY MAYO t ,a>• Tei; 518-5B7-355A r'ax: 518-58ft--9480 JASON DOTY AL DAL'P€?S wWw.S<araroga-springs-ors. SHAWNA JENKS, Alternate NOTICE OF DECISION IN THE MATTER OF THE FINAL SUBDIVISION APPLICATION #20210764 OF BOWMAN STREET SUBDIVISION 13 BOWMAN STREET SARATOGA SPRINGS, NY 12866 Involving the premises with Tax Parcel ID# 179,29-3-19, in the City of Saratoga Springs, on an application for a two -lot residential subdivision within the Urban Residential-2 (UR-2) District with the Planning Board who met on September 30, 2021 and made the following decislon(s) by a 5-0 vote (in favor: Torpey, Horton. Doty, Dal Pos, Jenks). In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA short Environmental Assessment Form Parts I and 11, made a motion to issue a Negative SEQRA Declaration on September 9, 2021; And, in accordance with requirements set forth in the City's Subdivision Regulations, the Planning Board issued the following decision: Approve the final subdivision plat with the following conditions. Final plans shall be to the satisfaction of DPW • Payment of the fee in lieu of dedication of recreation lands for one new lot The applicant is required to complete the following as per the City of Saratoga Springs Subdivision Regulations: • Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on and off -site improvements. • Submit a fee in lieu of recreation of $2,000 for each new residential lot per Appendix A of the Subdivision Regulations. • Submit two (2) mylar and two (2) paper copies of the final approved subdivision plat for signature by the Planning Board Chair. • File the signed final subdivision plat with the Saratoga County Clerk within sixty-two (62) days as. provided in Article 3, Section 32 of General City Law. This approval shall expire if not enacted within 180 days as set forth in the City of Saratoga Springs Subdivision Regulations Article il, Section I. D.15. C�ct'ober 18, 2021 Date filed with Accounts Dept. Chair cc Building Dept., Accounts Dept., Apphrant�Agent, File CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWINGS. 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER, Planning Board # 20210764 j 2,o7,30z�7 Approval Approved under authority of a resolution by the Planning Board of the Cityooer! /i( 23 ings. i r Thompson / Fleming Land Surveyors 12 Lake Avenue Saratoga Springs, NY 12866 (518)587-5665 Chairr)rr "A.VA Date Signed: S 2 y � Location Mop 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. 309 - --�- 308.54 (D 6C 6C 0-0-0 o-. � 0 308.04 77 q 18"WILLOW 1-6"MPL. GAZEBO ,9-c 308.46 308.48 b 6"PINOAK to 0 0 o ° 308.59 N Q 012"OAK O O o 0 0 2 No 1 I o O 1 6"MPL to ° DRY WELL 1 308.23 (BURIED) I I o o W z J o � ov o � O _N O N o N 0 N (�j `jl5"MPL 0 DRY WELL (BURIED) ° ° 1.2' 308.13 26.2' 8"LINDEN o o of 308.73 + 308.74 + 308.57 + 308.53 308.21 + 308.14 10"LINDEN 308.57 8"MMPL. n/f George M. Roman, Jr. and Amy Sue Roman Bk1731 P18 N82 07 28' E 125, 00' \-V-V-\-V-V-V-V-V -\ CR X 309 -- 2-BODE 14"SMAPLE +308.50 Area= 15,000 S.F. or 0.344 AC. 308.79 -V-V-V 308 81 rn rn CJ N W M 6oC O=o-o-o o-o� v -V--V -V -�- 0 0 6C r7 n O 0 0 308.42 0 SHED 0 ° 10.7' - 0 0 I Q 308.65 0 ■■ GRINDER �- PUMP GATE SA -SA -SA -SA -SA SANITARY SERVICE 1 1/4" a HORSE BARN STALL 308.50 308.51 308.18 308.25 O e 8"LINDEN 10"LINDEN S82 0728"W 125.00' n/f Donald Coon 8k1100 P224 WATER SERVICE 308.64 308.27 ELEC. METER 308.29 8"LINDEN (D10"LINDEN you 0 W Z 0 0 0 o- co 2.5' WIDE STRIP TO BE CONVEYED TO THE CITY OF SARATOGA SPRINGS PER FILED MAP T-226A. NO DEED TO THE CITY OF SARATOGA SPRINGS WAS FOUND N/F STEVEN ETHIER PER BK1593 P516 TC:307.95 307.77 BC: 307.56 + ❑ CB 4 sT RIM=307.54 3 INV=305.35 Z 3 nW U 0 I I \ 3 ctz N I BC: 307.57 N \ \ 3 ¢\ NO"MPL. 0 \ 3 307.83 + 3 a J08.43 LLLIII TC:308.04 3 BC:307.65 BC FLUSH:307.67 i, 0 O QS GAS 1 N VALVE to 0 h 307.73 1 \ A 308.51 ° TC:308.18 BC: 307.76 o I 1 0 0 0 WATER " VALVE W W W- 0 m ? � U TC:308.17 308.47 BC:3I7.83 0 Y 3 o W o M TC: 308.11 BC: 307.77 0 z 0 U BC FLUSH: 307.77 0 / I o 3 BC FLUSH:307.78 :300.13 J 6 "MPL. BC:307.74 o (2) tO 308.45 b BC:307.65 1 L co 0 Cd 0 M iW 307.82 + 307.83 + 307.80 + l- 307.77 307.62 Map Legend I• 5/8" steel rod set with a tag I 0 marker found, labeled 0 utility pole I �j6C crabapple tree w. trunk size arbor vitae row I- - overhead wires -°-°-°- chain -link fence 307.74 I -,-,-,-,- wood fence -v-v-v-v- vinyl fence I i I Deed Reference: I Joanne Foresta and Edward G. Miller Bk1612 P307 I Map References: 307.65 1. "Map of Property owned by J.M. Adams, H. Knickerbacker, C.E. Leland and E.H. Chapman" I dated 1871 filed in the Saratoga County Clerk's Office as Map Z-83. I2. "Survey Lands to be conveyed to Edward Miller and JoAnne Foresta" dated Dec. 13, 2000 by W. Bruce IHawks. 3. "Map showing a proposed subdivision to be known Ias Track View Commons" dated May 14, 2002 last revised Sept. 26, 2002 by Charles T. Nacy filed in I the Saratoga County Clerk's Office as Map T-226A. I 4. "As -Built Survey for Joanne Foresta and Edward G. Miller" dated June 30, 2004 last revised Feb. 24, 2011 by Survey Associates, LLC and filed in the City of Saratoga Springs Engineer's Office. Survey Notes: 1. Elevations are based on NGVD 1929 datum. 307.8 2. The location of underground utilities shown on this plan are for information only, and all utilities may not be shown. The owner or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the owner or contractor due to the failure to contact the proper authorities shall become the responsibility of the owner or contractor. P,g 02�{9 PB #20210764 Approved n er authority of a resolution adopted by the Planning Boar of t i y of Saratoga Sp ings. � 5 z� �3 Chairperson Da e igned G � O � � O W O � o o_ W O L O O �v Ln LIS LO I I DD � �J U X > Cl 0 W A � Z ® <a �gp8 N 69 DATE DESCRIPTION REVISIONS DATE: May 11, 2021 JOB NO.: S21-114.24 TAX MAP: 179.29-3-19 SCALE: 1 " = 10' 5 0 5 10 S1 S21-114.24 P: \M\Miller, 13 Bowman Street S21-114\S21-114 Miller.dwg P: \M\Miller, 13 Bowman Street S21-114\S21-114 Miller Subdivision Plan.dwq iN .f gorge A4, li'o 7C.lt7,, dt'. or;',d At-n jr' )G,'e f?or- )O'f'' Bk 9 . .Z 1 /._? 18 ............ ............ ........ 1 __.._ -........... u.--_-V ............ � _...�- 6C 5� PROPERTYLINE 0 Mom\ 3 i re \ , WOW ,,.. J7 s is AS AS \ \ REMOVE GAZEBO 6"PI OA REMOVE STRUCTURE f p, REMOVE FEN:;E, TYP. CONCRETE WASHOUT, f 3 A ONE PER LOT, TYP. 000 & �; w 0 EMOVE GRINDER PUMP GRINDER PUMP REMOVE SANITARY LINE AND GRINDER PUMP W Q REMOVE EXISTING BARN \\\\,,§,F AIN\\\\� �\�� �\\\\\\ram >: \\N SF \��\ aSF' \\ \\ SF \\� _. ....f........._ .....__y..�.... ... .. ;ter � ROPERTY LINE 5'82 '' 2 125'.0 n1f 4 SILT FENCE, TYP. L-4.0 _D LEGEND 2.5' WIDE.. STRIP TO PE CONVEYED O TI_!i: CTY OE SARAT{)CAA SPRINGS PER 'ri;..>:ir 1?AP T 22.6A. NO DEED TO 'i i'<E: CITY OF' SARATOGA SPRINGS WAS FOUND N/I=' S T EVEN L= HIER PER BM 593 P516 E . i R 11::::3G7,54 5 INLET PROTECTION L-4.0 (PAVED AREA) I y, 7 TREE PROTECTION FENC NG L-4.1 AROUND'EXISTING 10" MAPLE c`"Mr TREE TO REMAIN REMOVE AND DISPOSE ASPHALT PAVEMENT l <: ffI 1 Ilk - - PROPERTY LINE > " N NNW LIMIT OF DISTURBANCE (0.34 AC) --o- -io--------- CONSTRUCTION FENCING w -- EXISTING STORM LINE SA __..__..___....__.. EXISTING SANITARY LINE _. " ______..... EXISTING WATER LINE EXISTING GAS LINE ---------- --- EXISTING OVERHEAD UTILITY REMOVE SF SILT FENCE xxxxxxxx REMOVE ITEM ® INLET PROTECTION 10 5 0 2 4 6 810 Scale: 1" = 10' GENERAL NOTES 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. 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER 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 AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. 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 LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND, ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 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. 5. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 6. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 8. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 9. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. 10. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION, CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 11, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. 12. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 13. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. SITE PREPARATION NOTES 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE, 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. 3. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. PROTECTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 4. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. TRAFFIC CONTROL 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). Planning Board # 20210764 Approval Approved under authority of a resolution adopted Z- by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 5 Zy l3 kcalml The LA GROUP Landscape Architecture &Engineering P.C. People. Purpose. Pace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www-thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. (0 the LA Group 2021 Prepared for. T & T and Bowman 19 Railroad Place, Saratoga Springs, NY 12866 Project Title. - Bowman Street Subdivision 13 Bowman Street Saratoga Springs, NY 12866 of �E q) c�� S B. (P�O o a9 1339 R�FE•SSI N4, Project No.: 2021020 Design: DRC Drawn: KAC Ch'k'd: DRC Date: 07/21/2021 Scale: 1"=10' Rev: Description: Date: 1 PLAN REVISIONS 11/16/2021 2 WATER SERVICE NOTES 12/01/2021 Drawing Title Site Preparation and Erosion Control Plan Drawing No L-1.0 I nff George 119. rC rr?an, �1 . c r-id AtT? y atr� l-?or"r?riT7 n,,182 0,7 28"E. 125. 00' V............ V_._...._�..._ V—�f—V—...__._.�_._..� �_ _.._...u_ _.�c,_...........�c_...._u._.._._t,;....__...f�_.._....-tia........-..:,;......---..rt_.......V.....-..._V__.._V__.._.y_._........V_......_:y............ _._.... �_ f ERTY LINE PROPERTY ...:.......... , �. „..._...- :. _. f E 3 �v 10-10AA� awow gym= naft'm a���vv BUILDING SETBACK — a � � 1 Q t W Z I `aLU or o I DECORATIVE STREET LIGHT ( 1 L-2.0 PROPERTY LINE I l BUILDING SETBACK I E e PROPOSED 2.5' WIDE SIDEWALK EASEMENT r. !i I LOT #2 15 BOWMAN STREET I 3 0 r77,11"", a\\a\\\\a� .\�\\oo� �� MM .'"M 010M wmw A ft� ��\\�\\� �\\c W�w WIMM ��o\a "mm I E • / � "C,..u, � — L ,w; .,,,,,..fir:—..—..�.,�,. —. PROPERTY LINE c821'728"W 125.00' n f t i I t`..? O n C7f t1 Coon 1 14 up EXISTING 10" MAPLE TREJ 11 CONCRETE SIDEW LK L-4.0 7 PAVEMENT KEY, P. L-4.0 ASPHALT PAVEMENT, TYP. a � rwryr rse;," �nr ' PRt 12 RESIDENTIAL DRIVEWAY TO BE L-4.0 LOCATED BY THE BUILDER AT THE TIME OF BUILDING PERMIT FLUSH CURB, TYP. yd,-�i•�/yjf R: dr FLUSH CURB, TYP. 12 RESIDENTIAL DRIVEWAY TO BE AT L-4.0 LOCATED BY THE BUILDER THE TIME OF BUILDING PERMIT 7 PAVEMENT KEY, P. L-4.0 J , LEGEND — — PROPERTY LINE LIMIT OF DISTURBANCE (0.33 AC) CONCRETE PAVING ASPHALT PAVING TREE TREELINE PROPOSED LIGHT 11 CONCRETE SI L-4.0 EXISTING 6" MAPLE TREE 10 5 0 2 4 6 810 Scale: 1" = 10' ACRYLIC LENS W, FINIAL -SAME FINISH AS POST LED ROOF -MOUNTED OPTICS HEAT SINK FOR HEAT TRANSFER STERNBERG ORNAMENTAL FIXTURE MODEL D650SRLED 67 WATT LED (4ARC22) 2200K COLOR TEMPERATURE SEALED LED/OPTICAL ASSEMBLY LED DRIVER W/ ELECTRIC QUICK -DISCONNECT 3" HEAVY WALL CAST ALUMINUM FITTER WELDED TO POLE TOP (W/ PHOTO CELL) STERNBERG MODEL 3" TO 4" TAPERED POST 6061-T6 STRUCTURAL GRADE ALUMINUM 0.125" WALL NO.4212-T BLACK FINISH POLE WELDED FOR SINGLE UNIT CONSTRUCTION -CESS DOR WITH FLUSH STAINLESS FEEL ALLEN HEAD SCREWS 250" WALL DIA. BASE WITH 0.750" FLOOR SICKNESS, 4 ANCHOR BOLTS AND 1 ROUND LUG 3/4" CHAMFER =INISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION ELECTRIC SERVICE WITH 2" PVC SCHEDULE 80-NO DIRECT BURIAL GROUND ROD PER N.E,C. 4000 PSI CONCRETE BASE WITH 20" DIA SONOTUBE FIBER FORM. REMOVE FORM TO 6" BELOW GRADE AFTER POUR. PROVIDE (6) #5 VERTICAL BARS EVENLY, SPACED AND #4 HORIZONTAL BARS 12" O.C. PROVIDE 3" COVER ALL SIDES, UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. 'WATTAGE SHALL BE AS DIRECTED BY CITY ELECTRICIAN. 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCH. 80 PVC NON-METALLIC CONDUIT. 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 POLE PER NATIONAL GRID 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 10 AMP FUSE WITH BUSSMANN HEB-AA IN -LINE FUSE HOLDER. IF CONNECTING MORE THAN THREE LIGHTS 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 HANDHOLE. DECORATIVE STREET LIGHT LAYOUT NOTES 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES, FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR 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 LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. Planning Board # 20210764 � 46� -,k4saa�9 Approval X, Approved under authority of a resolution adopted `J�r // by the Planning Board of the City of Saratoga Springs. Chairperson - - '// / le rl Date Signed: Zy L SCALE NITS 0 The LA GROUP Landscape Architecture & Engineering P.0 People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-OIBO NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2021 Prepared for T & T and Bowman 19 Railroad Place, Saratoga Springs, NY 12866 Project Title: Bowman Street Subdivision 13 Bowman Street Saratoga Springs, NY 12866 B. r v � 0 k4— LU to 1339 R�FES S%0 Project No.: 2021020 Design: DRC Drawn: KAC Ch'k'd: DRC Date: 07/21/2021 Scale: 1"=10' Rev: Description: Date: 1 PLAN REVISIONS 11/16/2021 Drawing Title Layout Plan Drawing No. L-2.0 GRADING NOTES 2.5' WIDE STRIP T-? OF.. (.;ONVE:YED TO TE-iE CITY OF SARATOi A SPRINGS PER FII„.ED MAP T'- 226A. NO DEED TO THH'.' CITY OF SARA 1-'0(,,A SPRINGS WAS FOUND N/F STE.VEN ._.-H!"E"R PER BK1593 P516 n% 1 EONE GRINDER PUMP ,, • L-4.1 RIM: 308.50 I George w !°i t Orr�:) clr�, < r. carp c� � rr�l y` . ��.r �: t?or� c�n i _f t �_� INV. IN: 305.00 1-3ki > INV. OUT: 304.40 1-1/4" SDR-11 HDPE 1Al2 SANITARY FORCE MAIN L-4.1 j li..... j ............ ..._........... y _ V y. _'u -'-' -u' ....... ..... _�......... w �....__...:< ;-........... __.......:.__.._.. .......... •.......__. , 30V-- ;f�s ;., ; 4. t V-V 30i?.54 ... _ - { 0 � _ t RO-9 - ... ' 3ii13.0 I : fn • PR PERT1r^LIFQE 30H 04 - _ ..... _ t „_ \ 0-00y v a ' c A 6 MPi • r s :..; . W S FM FM ."SMAP€. 6 LF 6" SDR-21 @ 8.3% BUILDING SETBACK CURB STOP i i _4., INV. BLDG: 305.50 308A6 €j 308,73 L.. DRY INEL .. 308,57 � PI_. A!-ec i 5, ," 0.34.1. AC LOT #1 13 BOWMAN STREET FFE: 309.50 CURBSTOP PROPERTY LINE - - - �- EONE GRINDER PUMP 1 RIM:308.50 L-4.1 INV, IN: 305.00 1-1/4" SDR-11 HDPE 1A/2 SANITARY FORCE MAIN L-4.1 FM FM ' 'Ri�"tNv. OUT: 304.40 Y{,. BUILDING SETBACK %s . {> �`<,� Si RVIC , 308.5;i ; j 6 LF 6" SDR-21 �1" TYPE K @ 8 3% COPPER WATER . T I SERVICE c s, I INV. BLDG: 305.50 308,74 ( LOT #2 1 �i # �r 15 BOWMAN STREET MPL. DRY WELL I 308.26+ FFE: 309.50 I.. i € "'BURIED) 0 5€: 308.51 27 n is i EL.E.C. Mi}WTEF, 0813 308.31 .. .. . .. .. . - .. .. I€ 30814 i ".... Mal ...........•........ ........._.,............_.. q t �i .- .:.:•'[.7 ' � � � � •� �� _'._. ... _.�. ; �.._�. � ....,���._.. L � � � �.i��.�.r+�:c a..�ar.._: ;ter. \�. �+r�a"r�:n�.rWo�.riiiw�,.::':.. �.•,...-•.W.-..�..-�Y�...w..,,,. PROPERTY LINE `6210 28"`v ` ' 00' c> n f Dor.io/d I"aoori Bk j 700 P224 i I LEGEND l0 I v1k_ { I IC:.307.95 307,77 BC:307.56 - Rilv1. 30T54 i CURB STOP `CONNECT TO EXISTING 1-1/4" SANITARY FORCE MAIN 07.83 3/4" CURB STOP k 3 3/4" TYPE K COPPER 08 ` . L-4.1 WATER SERVICE Rs :3.7.67 r=li ' I CONNECT TO EXISTING 1-1/4" SANITARY• FQ}ZCE MAID I. i :.i07.76 C.. CURB STO0 , I ''M It M St- 1 I w E r= , I _.� � I � i i 3M.11 :307,83 '���• p I CONNECT TO EXISTING CURB STOP i 7 f � € c I 7• ' lut$ I1 30 t.77 I AI .7e ' 0SH:307,77 I: Y Ckl(._... i I i :i 308.50 , 3 ,uS2'I:307.78 6" 3M4i � 3 �.. I �' .:307.65 I :3 1 3.07,80i ` I I t. 0173 7 �-"'3'071.62 --p 307.74 - *%7.65 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 5/11/2021 PERFORMED BY THOMPSON AND FLEMING. 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%, RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER 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 AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION, - - PROPERTY LINE I\�\�\: \ \ W "M1 LIMIT OF DISTURBANCE (0.34 AC) 10 5 0 2 4 6 8 10 - 31 ------ EXISTING MAJOR CONTOUR Scale: 1" = 10' 31,E EXISTING MINOR CONTOUR 312 PROPOSED SPOT ELEVATION ST PROPOSED STORM DRAIN w PROPOSED WATER LINE SAN PROPOSED SANITARY LINE - 5 - EXISTING STORM LINE SA ----sr: --- EXISTING SANITARY LINE ..................... W.......... _........................ ... EXISTING WATER LINE -G-- --- EXISTING GAS LINE -- -- ......... -- ------ EXISTING OVERHEAD UTILITY 8, OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 9. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 10, GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 11. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 12. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 13. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS HAND HOLES WATER AND GAS GATES HYDRANTS ETC., FROM MAINTAINED UTILITY AND SITE SYSTEM S UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 14. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. WATER NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0", 2. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 3. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 4. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 5. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 6. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS, 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. Planning Board # 20210764 Approval Approved under authority of a resolution adopted 5 //LO by the Planning Board of the City of Saratoga ,in Chairperson C • Date Signed: 4 The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. the LA Group 2021 Prepared for T & T and Bowman 19 Railroad Place, Saratoga Springs, NY 12866 Project Title: Bowman Street Subdivision 13 Bowman Street Saratoga Springs, NY 12866 Project No.: 2021020 Design: DRC Drawn: KAC Ch'k'd: DRC Date: 07/21/2021 Scale: 1"=10' Rev: Description: Date: 1 REVISED WATER SERVICE 12/01/2021 Drawing Title Grading, Drainage, and Utility Plan Drawing No L-3.0 LEGEND l0 I v1k_ { I IC:.307.95 307,77 BC:307.56 - Rilv1. 30T54 i CURB STOP `CONNECT TO EXISTING 1-1/4" SANITARY FORCE MAIN 07.83 3/4" CURB STOP k 3 3/4" TYPE K COPPER 08 ` . L-4.1 WATER SERVICE Rs :3.7.67 r=li ' I CONNECT TO EXISTING 1-1/4" SANITARY• FQ}ZCE MAID I. i :.i07.76 C.. CURB STO0 , I ''M It M St- 1 I w E r= , I _.� � I � i i 3M.11 :307,83 '���• p I CONNECT TO EXISTING CURB STOP i 7 f � € c I 7• ' lut$ I1 30 t.77 I AI .7e ' 0SH:307,77 I: Y Ckl(._... i I i :i 308.50 , 3 ,uS2'I:307.78 6" 3M4i � 3 �.. I �' .:307.65 I :3 1 3.07,80i ` I I t. 0173 7 �-"'3'071.62 --p 307.74 - *%7.65 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 5/11/2021 PERFORMED BY THOMPSON AND FLEMING. 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%, RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER 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 AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION, - - PROPERTY LINE I\�\�\: \ \ W "M1 LIMIT OF DISTURBANCE (0.34 AC) 10 5 0 2 4 6 8 10 - 31 ------ EXISTING MAJOR CONTOUR Scale: 1" = 10' 31,E EXISTING MINOR CONTOUR 312 PROPOSED SPOT ELEVATION ST PROPOSED STORM DRAIN w PROPOSED WATER LINE SAN PROPOSED SANITARY LINE - 5 - EXISTING STORM LINE SA ----sr: --- EXISTING SANITARY LINE ..................... W.......... _........................ ... EXISTING WATER LINE -G-- --- EXISTING GAS LINE -- -- ......... -- ------ EXISTING OVERHEAD UTILITY 8, OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 9. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 10, GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 11. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 12. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 13. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS HAND HOLES WATER AND GAS GATES HYDRANTS ETC., FROM MAINTAINED UTILITY AND SITE SYSTEM S UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 14. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. WATER NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0", 2. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 3. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 4. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 5. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 6. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS, 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. Planning Board # 20210764 Approval Approved under authority of a resolution adopted 5 //LO by the Planning Board of the City of Saratoga ,in Chairperson C • Date Signed: 4 The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. the LA Group 2021 Prepared for T & T and Bowman 19 Railroad Place, Saratoga Springs, NY 12866 Project Title: Bowman Street Subdivision 13 Bowman Street Saratoga Springs, NY 12866 Project No.: 2021020 Design: DRC Drawn: KAC Ch'k'd: DRC Date: 07/21/2021 Scale: 1"=10' Rev: Description: Date: 1 REVISED WATER SERVICE 12/01/2021 Drawing Title Grading, Drainage, and Utility Plan Drawing No L-3.0 t. 0173 7 �-"'3'071.62 --p 307.74 - *%7.65 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 5/11/2021 PERFORMED BY THOMPSON AND FLEMING. 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%, RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER 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 AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION, - - PROPERTY LINE I\�\�\: \ \ W "M1 LIMIT OF DISTURBANCE (0.34 AC) 10 5 0 2 4 6 8 10 - 31 ------ EXISTING MAJOR CONTOUR Scale: 1" = 10' 31,E EXISTING MINOR CONTOUR 312 PROPOSED SPOT ELEVATION ST PROPOSED STORM DRAIN w PROPOSED WATER LINE SAN PROPOSED SANITARY LINE - 5 - EXISTING STORM LINE SA ----sr: --- EXISTING SANITARY LINE ..................... W.......... _........................ ... EXISTING WATER LINE -G-- --- EXISTING GAS LINE -- -- ......... -- ------ EXISTING OVERHEAD UTILITY 8, OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 9. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 10, GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 11. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 12. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 13. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS HAND HOLES WATER AND GAS GATES HYDRANTS ETC., FROM MAINTAINED UTILITY AND SITE SYSTEM S UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 14. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. WATER NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0", 2. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 3. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 4. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 5. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 6. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS, 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. Planning Board # 20210764 Approval Approved under authority of a resolution adopted 5 //LO by the Planning Board of the City of Saratoga ,in Chairperson C • Date Signed: 4 The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. the LA Group 2021 Prepared for T & T and Bowman 19 Railroad Place, Saratoga Springs, NY 12866 Project Title: Bowman Street Subdivision 13 Bowman Street Saratoga Springs, NY 12866 Project No.: 2021020 Design: DRC Drawn: KAC Ch'k'd: DRC Date: 07/21/2021 Scale: 1"=10' Rev: Description: Date: 1 REVISED WATER SERVICE 12/01/2021 Drawing Title Grading, Drainage, and Utility Plan Drawing No L-3.0 50'-0" NOTES: 1. MINIMUM STONE SIZE SHALL BE 1"-4" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". EDGE OF EXISTING ROADWAY 2. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24' ORSURTWO MINIMUM NTH SHALL BE 50'. IFLOWI �`.},�`" 3 ALL G OR DIVERTEDC. ACE WATER TOWARD �.. t n L ._'g7{y CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM <3 s x ' n RUNOFF ONTO ADJACENT ROAD SHALL BE a_ -> PERMITTED. u v :? x =' r• 4. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT OR LOWING OF SEDIMENT ONTO �"�= PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED DROPPED � WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY SHALL �tv'- <= ?� BE REMOVED IMMEDIATELY. 5. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO 50'-0" OF 12" 50/50 MIXTURE OF TYPE 3 SPECIFICATIONS AND STORMWATER POLLUTION AND TYPE 4 GRANULAR MATERIAL PREVENTION PLAN. OVER COMPACTED SUBGRADE 1 STABILIZED CONSTRUCTION ENTRANCE MAX. 2 NUTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. 1 TEMPORARY STOCKPILE i 10 MIL PLASTIC LINING STRAWBALES STAKED INTO GROUND u 8' (MIN.) L 0 0 0 0 0 0 0 0 CONCRETE WASHOUT 10' MAX. q TO q- (CONCRETE WASHOUT Z w NOTE: CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) -STRAW BALE 10 MIL PLASTIC LINING (NlY SCALE: NTS SCALE NTS WOOD OR METAL STAKES (2 PER BALE) 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE PROVIDED AT EACH LOCATION. 36" MIN. FENCE POST SCALE:NTS 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND W W Z O o' FILTER FABRIC - m Q a = w - 0 N 0 - O r CO J q S L.0 � w mC0 .. Y. .. .................................................. ............. U - o' FLOW : w ................................................................. . ............. > . ............. Q Z zo p ST ......................................... ................. 3 ............. .............. ............................................................. 0 PERSPECTIVE VIEW F� EMBED FILTER FILTER FABRIC; FASTENED SECURELY TO CLOTH MIN. 8" INTO GROUND FENCE POSTS W/ STAPLES SECTION NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT, 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 1/3 HEIGHT OF SILT FENCE IS REACHED OR WHEN "BULGES" DEVELOP IN THE SILT FENCE. ;�1 SILT FENCE SCALE:NTS NOTE: 1. SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER ACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS SHALL BE CLEANED OF DEBRIS AND SEDIMENT. 2, GRATE SILT SACK SHALL ONLY BE USED FOR USE SILT SACK UNDER GRATE TO IN -PAVEMENT STRUCTURES ONLY DURING AND CONTROL SEDIMENT RUNOFF. AFTER INSTALLATION OF PAVEMENT. FAO SACK SHALL BE MAINTIANED AND CLEANED ON A REGULAR BASIS (SEE NOTE) INLET PROTECTION - FINISHED PAVED AREAS SCALE:NTS 00 FINISH - GRADE NOTE: EXPANSION JOINTS SPACED PROVIDE CLEAN SQUARE CORNER ALONG CURB 10' O.C. MAX. WHERE BITUMINOUS WALK ABUTS CURB 6� FINISH GRADE; BITUMINOUS - OR LAWN, SEE PLANS PAVEMENT e e CAST -IN -PLACE CONCRETE ° a a ° CURB SEE CONCRETE 9: o, e° .$o ° o ��. SPECIFICATION 0 1/2" RADIUS N FINISH GRADE 4'000 PSI CAST -IN -PLACE CONCRETE CURB tro o v (J5 �' 8 GRAVEL COMPACTED TO - �; �: , ..l,`..'. 00 ° \ o cc' Ls t3 x� f COMPACTED $.. rf rj� �,/%t /�! 95 /o STANDARD PROCTOR r t GRAVEL BASE arj�\\�'� NYSDOT SECT. 304, TYPE 2 SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 6 q6 q6" FULL CURB AT LAWN 6" CONCRETE CURB FLUSH CURB IN PAVING PROPOSED PAVING EXISTING PAVING 12" (MIN.) KEYED PAVEMENT TO BE FLUSH WITH TOP COURSE EXISTING PAVEMENT TO REMAIN BINDER COURSE 142" MINIMUM DEEP KEY ,. INTO EXISTING PAVEMENT PAVEMENT KEY CONCRETE CURB a 1' m�. TRANSITION CURB 41 ° a �- ° a `3/8" EXPANSION JOINT ADJACENT FINISH GRADE AT BOTTOM OF CURB COMPACTED BASE MATERIAL COMPACTED SUBGRADE 3' SCALE:NTS SCALE.NTS SCALE NTS NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION TOP COURSE - NYSDOT ITEM WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT 402.098302 - 9.5F3 H.M.A., 80 EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND SERIES COMPACTION LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. TACK COAT - NYSDOT ITEM 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF j 407-0102 DILUTED MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING o w w i` ; `r tl e. BINDER COURSE. _ `�-% BINDER COURSE - NYSDOT ITEM 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING a 402.198902 -19F9 H.M.A., 80 AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. w m W SERIES COMPACTION PG ALL TESTING SHALL BE AS ORDERED BY THE CITY ,' ` BINDER (LIQUID ASPHALT) ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. GRADE SHALL BE PG-64-22 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO r . %r' \ \ f COMMENCING PAVING OPERATIONS. \�! ; f \. °i'%� COMPACTED GRAVEL - 0 r �f \ .,f / a r NYSDOT TYPE 2 E T. (SECT. ( ENT TOP BINDER RAVEL ESAL PAVEMENT 0 G I 0 304 COMPACTED TO 95 /o COURSE LEVEL TYPE COURSE COU S COURSE r r STANDARD PROCTOR f Al f SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT 2"X4" WOOD FRAME STAN DARD 1-1/2„ 3„ 12" 30 ROADWAY MILLION FASTEN FILTER FABRIC SECURELY TO WOOD FRAME, TYP. -n m >K ll ll Z��o W00 NOTES: 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY SHALL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS SHALL BE STANDARD 2" X 4" WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT, 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACK -FILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6, A 2"X4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. INLET PROTECTION - GRASSED AREAS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6' NO 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO MIN. OR AS ORDERED BY CITY ENGINEER BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYP E 1 TYPICAL PEDESTRIAN TRAFFIC LOADING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. TYPE 2 VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED EXPOSED TO FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE AUTHORITY MINIMUM SPECIFICATIONS. MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL MEET OR EXCEED THESE SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY LESS," (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER CONCRETE PAVEMENT ON GRADE CONCRETE SIDEWALK - TYPE 1 AT NON -VEHICLE TRAFFIC AREAS. TYPE 2 AT VEHICLE TRAFFIC EXPANSION JOINT AREAS. (FULL DEPTH OF TURF PAVEMENT) r :E :t. J. A PHALT S r: k .. DRIVEWAY 1-1/2" REVEAL 8 R , U G 0 F ,� W ASPHALT N O G 1 P O N � \ l N 0 /� C \ O APRON SE `(w FR P N I N F EXASO P P o O 0 �N R o JOINT R. .,,;'• 5.0' M STREET SCALE NTS 6" CONCRETE CURB TAPER CURB DROP CURB AT RESIDENTIAL DRIVEWAY SCALE NTS SCALE:NTS ASPHALT WARP AREA SIDES) B TH 0 SCALE:NTS z_ �. 2„ 2„ a o TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & C ; : OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ° • d a ALSO OCCUR AROUND ENTIRE PERIMETER OF Y" JOINT CONC. PAVEMENT. qq SCORE JOINT CONCRETE PVMT. EXPANSION/SCORE JOINT Planning Board #20210764, z3o L SCALE.NTS 71 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson pf i_ Date Signed: i L Project Title, - Bowman Street Subdivision 13 Bowman Street r Springs, NY 12866 Sa ato a S s 9 p 9 OF NEON % Cr n w = 2��OA 091339 ROFESS10 Project No.: 2021020 Design: DRC Drawn: KAC Ch'k'd: DRC Date: 07/21/2021 Scale: NTS Drawing Title Site Details Drawing No. L-4.0 FIELD JOINT REQUIRED MODELS DH071F129 DR071-129 DHO71-160 &/ DR071-160 ELECTRICAL QUICK DISCONNECT NEMA 6P (EQD) QUICK DISCONNECT ASSY (304 S.S.) S.S. CAST BALL VALVE - DISCHARGE 1-1/4' FPT 1-1/4" DISCHARGE LINE (304 S.S.) 41.6 in CHECK VALVE-' TO DISCHARGE (NORYL) ANTI -SIPHON VALVE / (NORYL) OPTIONS: GASKETED LID. FRP ALARM ON OFF D H 0 71 LEVI cDDo WRE 8, � " DR071 CONTROLS) STRAIN RELIEF CORD CONNECTOR 'ROTECTIVE CABLE SHROUD (HDPE) POWER ALARM CABLE 6 CONDUCTOR W/GND E/ONE EQUALIZER INIERNAL WELL VENT 2.0' DIA. INLET, GROMMET TO ACCEPT 4.50" O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 18 in 14 in 32 gal. 26 in 47 gal 36.0 In TO INLI HDPE TANK in DIA 5 . 29 DUAL WALL, CORRUGATED 24 gal. 70 GALLON CAPACITY SEMI -POSITIVE DISPLACEMENT TYPE PUMP. CONCRETE BALLAST MAY BE REQUIRED EACH DIRECTLY DRIVEN BY A 1 HP MOTOR SEE INSTALLATION INSTRUCTIONS FOR DETAILS 1. CONTRACTOR TO VERIFY LINE VOLTAGE AT THE SITE. 2. ELECTRONIC/ELECTRIC CONTROL PANEL SHALL BE DUPLEX MODEL 260 AS SUPPLIED BY ENVIRONMENT ONE CORP. OR APPROVED EQUAL. PANEL OPTIONS SHALL INCLUDE AN AUDIBLE ALARM WITH SILENCE AND VISUAL ALARM LIGHT FOR HIGH WATER CONDITIONS IN THE WET WELL. PANEL TO BE LOCATED IN A CONSPICUOUS LOCATION AS APPROVED BY THE OWNER: OUTSIDE ON SIDE OF BUILDING FACING THE UNIT OR ON AN ANCHORED 6'4" POST NEAR THE UNIT; INSIDE IN AN UNLOCKED ROOM, BASEMENT, OR STAIRWELL. 3. ALL ELECTRICAL WORK TO BE DONE IN FULL COMPLIANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES. 4, THERE SHALL BE NO ELECTRICAL SPLICES, JUNCTION BOXES, OR CONNECTIONS OF ANY KIND IN THE PUMP CHAMBER, 5. IN THE EVENT THAT THE NEMA 4 CONTROL PANEL IS TO BE LOCATED OUTSIDE, A THERMOSTATTED HEATER SHALL BE PROVIDED TO PREVENT CONDENSATION. 6. THE NEW YORK BOARD OF FIRE UNDERWRITERS MUST CERTIFY ELECTRICAL EQUIPMENT INSTALLED PURSUANT TO THIS PLAN. A COPY OF THAT CERTIFICATE SHALL BE FURNISHED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO ISSUANCE OF FINAL PAYMENT. EONE GRINDER PUMP FINISHED GRADE (TYPICAL) VALVE BOX --- TOP SECTION WITH BOTTOM FLANGE. SET VALVE BOX, ON CONCRETE BRICKS. FULLY COMPACT BACKFII...L PRIOR TO INSTALLING BRICK. 17,7 BRASS PACK JOINT COUPLING x1--1/4" M.I.P.T. SPLICE WITH BRONZE CABLE CLAMPS AND INSULATE WITH ELECTRICAL SHINK WRAP INSULATION (TYP) l � i FORCE MAIN TRACER CABLE --\ FOR 1 --1 /'4" DIA. MAIN LINE, USE BRASS PACK JOINT TEE (PVC & PE). FOR 1-1/2" TO 2-1/2" DIA. MAIN LINE, USE DUCTILE IRON TAPPED SERVICE TEE BY HARCO CORP. (PART NO. 801503) (PVC). FOR 3" AND LARGER DIA. MAIN LINE, USE M.J. D,I. TAPPED TEE (PVC); FRIALEN VA ELECTRO— FUSION SADDLE (PE) AND BRASS ADAPTER BUSHINGS AS NECESSARY. GREEN COATED #10 STAINLESS STEEL I HDD TRACER CABLE j (TYPICAL) ' 1 SCALE NTS R.O.W. OR Z EASEMENT LINE [ LID WITH WORD "SEWER" CAST IN 8" SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS MIN EXIST. PVMT. SHOWN, TACK COAT EXPOSED EDGES OF EXIST. PVMT. KEY JT PRIOR TO PLACEMENT OF NEW PVMT. LAWN RESTORATION PVMT. RESTORATION TOPSOIL & SEED NEW. PVMT, SEE DETAIL AS SPECIFIE a 1 w w v; SUBBASE MAT'L.; ITEM DEPTH MATERIAL METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL COVER COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL COMPACTION LU REFER w v °i --,L.'. _ TO NEW PVMT. DETAIL c� w w Ij O Oz ! 'i BURIED METALLIC w _# :.. U U I �..,1 ; IDENTIFICATION _! WARNING TAPE cn ! CO z ►"C i i f FINAL TRENCH BACKFILL u (SEE NOTE) 4,—PIPE Lo `�" r czz ZONE BACKFILL -7 Q PIPE ZONE BEDDING 71 4. MAT'L ; PIPE O.D. + 24" `° qMIN. PIPE TRENCH SECTION NOTES: 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. FINISHED GRAD TREE BELT E CURB SEE NOTE SIDEWALK ROADWAY.,\\�\�\ NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREL BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. z 0 3/4" COPPER TUBING (TYPE K) CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008 3/4" s �oo a EXISTING WATER MAIN CURB BOX; MUELLER 5'-6"± MODEL H-10314 (IN TURF) MODEL H-10334 (IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) z_ CURB STOP; MUELLER ORISEAL MODEL H-15209 COMPRESSION, MODEL H-15219 4 (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY TYPE K COPPER PIPE TYPICAL WATER SERVICE CONNECTION CURB BOX V^'jTH CAP LABELED, „SEWER". (TYPICAL) MOTE: Q HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS } STEEL INSERT PIPE STIFFENERS FOR ALL PACK JOINT/ COMPRESSION CONNECTIONS. GRINDER PUMP/LOW PRESSURE SEWER CONTRACTOR SHALL CONNECT TO TRACER CABLE BY SPLICING WITH BRONZE [—TRACER CLAMP AND INSULATE WITH 'l ELECTRICAL SHRINK WRAP INSULATION. I CURL STOP EXTENSION ROD (18" MIN.) j/ (TYPICAL) f 1-1 /4" HDPE 200 PSI SIDR 9 (I.P.S.) —A ! NOTE: MINIMUM I.D. TO BE 1— 1 /4" / ° INSTALL WITH HORIZONTAL SLACK f 1-1/4" HDPE 200 PSI SIDR 9 (I.P.S.) GREEN STRIPE OR GREEN SHELL. NOTE: MINIMUM I.D. TO BE 1-1/4 INSTALL WITH HORIZONTAL SLACK ALLOWABLE TUBING SUBSTITUTIONS -- 1Y." CTS/SODR--9 (200 PSI) WITH MATCHING FITTINGS GRINDER PUMP TO SANITARY FORCEMAIN CONNECTION CONCRETE BLOCK j / ►.• x 4"x8"x16" (TYPICAL.) 1 —1/4" BRASS PACK JOINT CURB STOP, FULL PORT / (BALL STYLE) WITH 1 /4" TURN CHECK ! AS MANUFACTURED BY FORD METER BOX CO. (TYPICAL.) SOLID CONC. BEARING BLOCK OR C.I. FOOT SCALE NTS SCALE: NTS FINISHED GRADE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER OR STORM SEWER " SEE NOTE NOTE: � (REFERENCE- "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, N ANUNDISTURBED EARTH HELF T ONE SIDE F EWER WITH BOTTOM OF WATER MAIN TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH 0 0 S 0 0 S O S 18 MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18 MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. UTILITY CROSSING DETAIL SCALE:NTS The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose, Piace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Cd the LA Group 2021 Prepared for.• T & T and Bowman 19 Railroad Place, Saratoga Springs, NY 12866 LOOP ARBORTIE AROUND STAKE AND TREE STEM BELOW LOWEST BRANCH. DO NOT WRAP ARBOTIE AROUND AS IT WILL / GIRDLE THE TRUNK CONTRACTOR RESPONSIBLE FOR _ KEEPING TREE PLUMB. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. STAKING NOT ALWAYS REQUIRED. IF STAKING, INSTALL 2"X2" SQ. OR 3" DIA. HARD OR SOFT WOOD STAKES, IN ACCORDANCE WITH THE SPECIFICATIONS. (3) STAKES REQUIRED f FOR TREES LESS THAN 2" CALIPER. ; ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE. 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM TRUNK. CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. FOLD BURLAP. 3" HT. PLANTING SOIL SAUCER, COMPACTED PLANTING SOIL AS SPECIFIED 6" NATIVE SOIL DRAINAGE MOUND, MPACTED TO 92%. (POORLY DRAINED SOILS ONLY) -• Project Title. - UNDISTURBED SUBGRADE Bowman Street Subdivision -■ `, SCALE: NTS FROM PUMP 13 Bowman Street Saratoga Springs, NY 12866 PVC ADAPTER/COUPLING j� Q,„ F.S.W.x1Y4" MNPT PACK JOINT COUPLING MATERIAL: WATER WORKS BRASS 1Y4" MNPT N CONNECT TO ._ PVC ADAPTER/ 1 PUMP DISCHARGE COUPLING (1Y4" F..P.T.) CHECK VALVE MATERIAL: GLASS FILLED PVC WITH 1Y4" HDPE 200 PSI SIDR-9 (I.P.S.) FABRIC REINFORCED ELASTOMERIC - NOTE: MINIMUM I.D. TO BE 1— 1/4" FLAPPER AS MANUFACTURED BY INSTALL E--ONE OR EQUIVALENT ALL WITH HORIZONTAL SLACK SCALE:NTS n c TREE PROTECTION FENCE ZIP EDGE ORANGE POLYETHYLENE WARNING FENCE FOR TREE PROTECTION CONDITIONS: ADD WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA"; MIN. 3 SIGNS PER TREE, OR 1 SIGN EVERY 20' O.C. FOR GROUPINGS OF TREES METAL POST SCALE:NTS of NEB/ CJ��j�C r 7 _ W m 2N�O,r� 9133) ecru �FES S10 Project No.: 2021020 Design: DRC Drawn: KAC Ch'k'd: DRC Date: 07/21/2021 Scale: NTS Drawing Title Planning Board # 20210764 Site Deta i I s Approval - Approved under authority of a resolution adopted t5 h L7O3 by the Planning Board of the City of Saratoga Springs. `" Y Drawing No. Chairperson Date Signed: 45-4111v 0 77 L-4.1