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HomeMy WebLinkAbout15.004 Oakridge Subdivision Storm Sewer & Water As-Builtunderground E/ underground o R='0.00 r gyp �N BENCHMARK 6 M utilities utilities O p W/V "X" ON BOLT AT �O FT 10 LOT 39 o M N7-'. o o L=47.1� t ;� 3 r ' 23'3 'n ,' ee HEAD OF ARROW 24636t s FT 11200t SQ. FT. 0 M 1 0 W h LOT 29 5 I N 0.566t AQRES 3 I p 0.257t ACRES � W 5 4p• OQ' 4.2 ELEV. 282.92' 2 4.9 W/ ' j o 10814t SQ. FT. o ; `* N77. 20 0' 39.4 �� v 0.248t ACRES Q 23'3p„W S 5,,23r3p"E 14000, o M o S77, N W w v Q o f electric 0^ C / 2330„E 140 0p, I zO , �o i distribution 654942ry� �� m 3 M OT 36 �3 ^� M CH LINE o SHEET 2 _ _ 11200t �s ,. FT. o _ _ _ _ Q W/"_i o _ _ MATCH LINE SHEET 2 _ e o SHEET 1 p - o.23'Jt ACRES- - C 3+0 0 Z �° 1 z N SHEET 1 72 r#4 40300 00 ? i 9,37, 200t A FT. o MW 30"E rW OT 30 0 1 48 p `" ' s.3 0 0.257t ACRES Y O Y o 140.OQ' O o 11200t SQ. FT.2 c/223, \ W V �c ;) 6.5' LOT 8 BAR0.510.257t ACRES n 3\A w/ ?0.0' O o 3.8 N 2,z• N tg 2+0 23'3p„W o0 2 S77• W lv a 2 22101t SQ. FT. Sd'A PERFy iOP 3 140 00, co _ 23'30,, 14 CB #8L i o 0.507t ACRES STMH #1 1F ° a o 0'00 DW #8L `� 1 HDPE undergroun L COT 35 12" HDPE Y' L.F. ® 0.5% 3 ^ ;.N) O utilities 11200t SQ. FT. 0 7 L.F. ® 0.6% CB #8R � �0 \\ N LOT 41 3 M 0.257t ACRES OO ( ^3 DW #gR M A S- Z „toot sq. Fr. o N77•23• `b o LOT 31 0 v ' 577. �•, 0.257t ACRES � O 0 underground 30"W ' ! 12" HDPE 23'30'e rn ,cp 48' Y wo utilities 14000' 2-1 -.257 11 SQ.0 FT. gd 0. Q 0 257t ACRES � z t` '' w 8 L.F. ® 0.4% 147•34' 0 f' a w/ 44.3 4/ 3"° ' coo 47 ion in foun 5��23,3p"E 2s ((, M w/V S7�23,3p 12" HDPE PERF fOp �O iron pin found 14 ( o �.2 112oot sq. FT. 1 14 L.F. ® 0.1 % 0. 0 0p' a oo o.257t ACRES 13g 57, R=172.`30' n3 !� 7,� " p M Co Y L=12.�3' ,� ��iS. o Q Q OT 34 U >: CB 5L o underground ° �. # o underground M /' / Z " utilities o DW #5L C _d r__ underground o utilities �N R=30.00' a L utilities 0 16001t SQ. FT. ��P R=172.50' LOT 7 0 �' 12 PERF. L=45.22' i S77• 30 0.367t ACRES �k L=20S5 89'-\5 w o o i1 \, \ PE HDPE 310 COT 42 N � 3 ; 23, E # ~ 01496t ACRES h Ir L.F.LF® 1 19 underground R=30.00' 10307t A60± QRES M <o i 140.0p• s• \ \� 12" HDPE -a--,. utilities L=49.03' w v Y a ^ OT • -I 4 Gj ,\ \®�4.£>�\ '� MH RIM 278.71' 53 Q 0 o v r� 12 HDPE PERF 05 �R=227.50' t��3 �- ° CB RIM 278.30' INIM 278.71' ° 4.9 1+0 65 ..F. ® 1.1 % 46 underground L=61.57' \ �-v M zo N 3' CB #7L w/V �C utilities W �/ iu STMH #2 R=30.00' - OT 33 t6 DW #7L ' ° b shed CB #5R 12" HDPE 25 L.F. lu w v r°. N81'01' L=45.22' �� TOP i R=30.00' 11535t SQ. FT. (o co -r 7 L. N6 "o g iron in found lands now or former) of DW 5R ® 0.1 % end / - o MISCANTHUfS 47'W 80 16' 3 M i L=49.03' 0.265t ACRES 12' HDPE PERF r•1: ® 1 4� 7. ;(o P y # 8s.g---1....� LN. o 12" HDPE 26 71 L.F. ® 1.1% w! J d I uo to o •� i 'o /v R=227.50'80 0�" ^v Jane Perkins Huyck an `� W L.F. ® 0.5% R=15.00 co / 0 !y 12' HDPE 8 L.F. 105. P FHT L=77.24' 2 y ' � °' � - 4' Christoher J. Hu ck 46' w v 61.8'tee o o 12" HDPE 7 L.F. L=28.16' 'STMH 4 L 2" HDP ® 1.1 % v 47 6 8„ ____._o rJE E ERF 3 ® 0.9% CB #6L =15.00 (under sidwglk) 1 �F L P. W�ER�E . _........._NNq � AV o24 L. F, ® v - FF L-28.16 x 2' HDPE PE �23'3p„W JENNA J0 S81' C .._. EN c � DW #6 TMH #3 OPE PAR ,y5 � ?2" HDP® 0.4% �`��^ � 78°5p ��t3�. 0147"E �1' 9 ,�I G o 150.00' o---___� w v �-_ w _ x...._...+ C - N 56 LF° Q� C 7 L. ® 1.9% �' \� N 0 6o.7' underground'- 12g9 3. w/v's o _ M Xo �� 1 CB #7R uoi utilities•01'4�" tee 6 14-�� - IBI.SCU i o `11' y0� DW #7R o \t>� LLj W W JENNA J° 3 63, + 0 p w 0 p� �89 0' v� LOT 6 o Os OAK MIDGE __`� w1 41 `v = _ JENNA JO _...._.._. _ F R=30.00' + i' \ f 0' 23286t SQ. FT. � � CV 26.2• ro w v tee o \ !y 0.535t ACRES (V w v22.5 r , BENCHMARK 3 L=47.12' R �3_0.00 ' 37• "X" ON BOLT AT Ui electric �� STOP i L=48.5 -- 121_89' BE ss.3 R=227.50 HEAD OF ARROW `� distribution i --- _-Ca_ V_ - \ \ >j r'�p, ELEV. 281.71' (tyP•) DW # _. -- __------- JENI ' �o L=139.33' 2R\ \\ `�� o LLJ w R=777.50' �` I_. R=227.50' O� \ 00 F ( Z L=44.57' L=14.64' �� r'0Q 9�F N ;� LOT 2 �I I M I R=772.50' JENNA JO �! N C) 0- p 23598t SQ. FT. L=36.59 68.0' z 0.542t ACRES O �^ 0 12" HDPE ��. \ �0 Q O id j 7 L.F. ® 9.0% C'q1 5 + 00 i� 0D \ �P N81.01' LOT 3 1 °D , .�\ ron pin foundti I i 47"W rri C11 iz. \ i '1 IQ 5 6 164• 64' W 36640t SQ. FT. I O 1 0.841 t ACRES I i LOT M LOT 4 40948t SC . FT. V X, p N 86•-30'-40" W , :`1 1 40946t SQ. FT. 0.940t ACRES \6 `• S i 40.00 o I I o.94ot ACRES \ fib. 5.573t ACRES DO z I i �). �-- iron pin found 1 \ \ ,�6, LOT 43 I� lands now or formerly of Jeffrey L. Snyder rel 13.1 1 tiR \ F lands of Oak \Ridge Homeowners .� Association, Inc. N N1 4+00 \ n 1 OIx p \\ O° CB #2L DW #2L N86'36'17W i M , �2R N� SR. \ \ --iron pin found land now or formerly of DW ��� \Robert P. Flower 150.00 1 1 "W fence g� c� %P 12" HDPE 1 1 1 12" HDPE 199.00' N86'4W 0'41 " I 14 L.F. ® 0.2% 1 1 12 L.F..97' .F. ® 0.3% s• \ Ate,` 1 12" HDPE 25 L.F. @ 0.5% S,�i9� OQ� wire fence Q ko`�� 3 00 ! �0 i � 00 S poi i �Y 1 1 0 r) 0 street light ,�� , •00, <1 °d � Nco LOT 1 LAJ (A 8 M S86'40'39"E �koo N 86 -40 -39" W°' /- 41.81' utility pole 2 00 iron pipe in,----- found 100.00' �' lands now or formerly of Q conc. Thomas J. Farone & Son, Inc. Z4 iron pipe in conc. found 69579t SQ. FT. O---hydrant 1.597t ACRES mail house 3 1 M co r- ��p ( �rp6 \ 9 N ewalkf o lands now or formerly of O�rp6 LO N 1 0 Richard F. Butler i CB #1L I� 30 IMPH z CB #1R W Z DW #1L DW # 1 Ry N �Dc 12" HDPE SM 12" HDPE I I S 10 L.F. ® 2.1 % I 12 L.F. ® 1.9% 12" HDPE plantings around I stone pillar\ STOP 23 L.F. ® 0.0% N 86'-18'-55" W 175.81' O R=40.00 ABLVD G �° R=46.977' Z PD. lantings around \ stone pillar 440.96' 150.15' oncrete monuments N 86'-18'-55" W found � 0+00 \ 00 Ok 0 DYER SWITCH ROAD IN, GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. -0- \- S 59'-15'-23" W 70.76' S 82'-22'-16" W 141.11' O \00. LEGEND MONUMENT El WATER VALVE O w/V HYDRANT SIGN T TREE LIGHT POST GAS MARKER D° SANITARY SEWER PIPE STORM SEWER PIPE WATER MAIN w w SANITARY SEWER SSL LATERAL CURB DROP TREE PLANTING KEY ELM - E MAPLE - M SILVER MAPLE - SM BOX ELDER - BE ASH - A LINDEN - L CHERRY - C MAP REFERENCE: 1) PROJECT PLANS ENTITLED "OAK RIDGE PHASE 1, CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW YORK" AS PREPARED BY THE LA GROUP, LANDSCAPE ARCHITECTURE AND ENGINEERING, PC AND DAVID F. BARRASS, LAND / SURVEYOR, DATED SEPTEMBER 10, 2003 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAPS 0-140A THRU Z. NOTES: 1) ORIGINAL PARCEL: CITY OF SARATOGA SPRINGS - TAX MAP 180, BLOCK 3, PARCEL 30, E 2) SURVEY PREPARED BY INGALLS & ASSOCIATES, LLP FROM A JANUARY 2019 FIELD SURVEY. 3) NORTH AND ELEVATION DATUM IS REFERENCED TO MAP REFERENCE NO. 1. 4) SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION; RECORDED OR UNRECORDED. 5) SUBJECT TO ANY STATEMENT OF FACT AN UP-TO-DATE ABSTRACT OF TITLE 6) UNDERGROUND UTILITIES IF SHOWN HEREON ARE BASED ON VISIBLE PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY AND ARE SHOWN TO DEPICT GENERAL UTILITY LOCATIONS AND CONNECTIONS RATHER THAN EXACT UNDERGROUND LOCATIONS. INGALLS & ASSOCIATES, LLP MAKES NO CERTIFICATION AS TO THE ACCURACY OF THE UNDERGROUND UTILITY LOCATIONS AND OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. 7) SURVEY IS PREPARED IN ACCORDANCE WITH THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS CODE OF PRACTICE FOR LAND SURVEYS AS ADOPTED IN OCTOBER OF 1966 AND LAST REVISED ON JULY 18, 1997. 8) SANITARY SEWER LATERALS AS SHOWN WERE DERIVED FROM LOCATIONS PER THE APPROVED PROJECT PLANS. 9) MISCANTHUS LANE, HIBISCUS LANE, MONARDA LANE AND TIARELLA LANE SHALL BE OFFERED FOR DEDICATION TO THE CITY BUT SHALL BE MAINTAINED BY THE OAK RIDGE HOMEOWNERS ASSOCIATION. RECORD DRAWING CERTIFICATION -/CONSTRUCTION CERTIFICATION: I, �Rcr n^_____, REGISTERED PROFESSIONAL ENGINEER NO. 165SuIN THE STATE OF NEW YORK WAS RETAINED BY NAOW _Aa 11L____ TO UNDERTAKE OR CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS "AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209 SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES MADE FROM THE ORIGINAL OF THIS DRAWING BEARING AN ORIGINAL INKED OR EMBOSSED SEAL AND SIGNATURE SHALL BE CONSIDERED TO BE VALID TRUE CO,PIES. �""� ` �,,' 0 IV �V �`���NJ o O � '` �n Lfi,. `1 C;f 3 {�, n " \ jll� ! \ ' '*� ^^-�"'" "'� w=, .... S JOHN J. POST, JR., PLS N.Y.S. LIC. NO. 050643 �� �� 1 ingalls & associates, LLP engineering, environmental, surveying RECORD PLAN STORM SEWER & WATER AS BUILT PHASE 1 -OAK RIDGE SUBDIVISION CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK _ DATE: NOVEMBER 5, 2020 CHECKED BY: JJP JOB N0. 18-167 SCALE: 1" = 50' 3 12/07/22 NOTE N0. 9 ADDED RDF 2 05/02 22 AS BUILT SANITARY SEWER INFORMATION REMOVED RDF 2603 GUILDERLAND AVENUE SCHENECTADY. N.Y. 12306 PHONE: (518) 393-7725 FAX: (518) 393-2324 1 01/20/22 CURB DROPS, SIGNS, MONUMENTS, MATCH LINES ADDED RDF © Copyright 2020 - Ingalls & Associates, LLP -All rights reserved DRAWN BY: CADD: 18-134 As Built Phase 1 SHEET 1 OF 3 N0. DATE: REVISIONS BY: MATCH LINE —SHEET 3 cur,r_T n Pig end h w/vtee DW # 15AL 0 12" PERF. HDPE 168 L.F%® 4.0% -N- I \\ I S12'36'30"W 20F00' / R=30.00' / L=47.12' 1 4�C 1 M 'ANTHUS �� 47»W LN. a 80.16' a tee o p o L 2„ 4 C 8„ D i.P. W�E�E _�ENNq uriuergrounu utilities 12" HDPE 36 L.F. ® 0.5 a GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 LEGEND o MONUMENT ElC _N t:'� WATER VALVE O w/v SHEET 3 MA f CH LINE �W SHEET 2 HYDRANT -9 0 SIGN T N TREE z LIGHT POST GAS MARKER D° S77233p•, E SANITARY SEWER — 150Op PIPE STORM SEWER S>> 23'3p„ PIPE 1Rn „_ E 17,34, 12" DPE PERF 76 l F. @ 0.6% undergrou utilities 12" HDPE LOT 9 26 L.F. @ 0.4% 21909t SQ. FT. 0.503t ACRES to electric i distribution (tyP•) c M � N z � i 1HDPE L.F. ® 0.5% e i CB #8R DW #8R — — MATCH INE o 4 CLN k; iron pin found \JAs. 5.573t ACRES LOT 43 lands of Oak Ridge Homeowners .� 46',\ Asbociation, Inc. WATER MAIN w W SANITARY SEWER SSA LATERAL ri ipp npnp TREE PLANTING KEY C3 ELM - E MAPLE - M SILVER MAPLE - SM BOX ELDER - BE ASH - A LINDEN - L CHERRY - C MAP REFERENCE: 1) PROJECT PLANS ENTITLED "OAK RIDGE PHASE 1, CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW YORK" AS PREPARED BY THE LA GROUP, LANDSCAPE ARCHITECTURE AND ENGINEERING, PC AND DAVID F. BARRASS, LAND SURVEYOR, DATED SEPTEMBER 10, 2003 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAPS 0-140A THRU Z. NOTES: 1) ORIGINAL PARCEL: CITY OF SARATOGA SPRINGS - TAX MAP 180, BLOCK 3, PARCEL 30. 2) SURVEY PREPARED BY INGALLS & ASSOCIATES, LLP FROM A JANUARY 2019 FIELD SURVEY. 3) NORTH AND ELEVATION DATUM IS REFERENCED TO MAP REFERENCE NO. 1. 4) SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION; RECORDED OR UNRECORDED. 5) SUBJECT TO ANY STATEMENT OF FACT AN UP-TO-DATE ABSTRACT OF TITLE 6) UNDERGROUND UTILITIES IF SHOWN HEREON ARE BASED ON VISIBLE PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY AND ARE SHOWN TO DEPICT GENERAL UTILITY LOCATIONS AND CONNECTIONS RATHER THAN EXACT UNDERGROUND LOCATIONS. INGALLS & ASSOCIATES, LLP MAKES NO CERTIFICATION AS TO THE ACCURACY OF THE UNDERGROUND UTILITY LOCATIONS AND OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. underground utilities 7) SURVEY IS PREPARED IN ACCORDANCE WITH THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS CODE OF PRACTICE FOR LAND SURVEYS AS ADOPTED IN OCTOBER OF 1966 AND LAST REVISED ON JULY 18, 1997. ENNA JO electric 4UR01;k4 distribution =30.09\ =47.12' (typ.) CB #1OR\\ 12'�\HDPE 25 L\F. ® 0.3% \HDP _. F., ® 4 30 IIPH 8) SANITARY SEWER LATERALS AS SHOWN WERE DERIVED FROM LOCATIONS PER THE APPROVED PROJECT PLANS. 9) MISCANTHUS LANE, HIBISCUS LANE, MONARDA LANE AND TIARELLA LANE SHALL BE OFFERED FOR DEDICATION TO THE CITY BUT SHALL BE MAINTAINED BY THE OAK RIDGE HOMEOWNERS ASSOCIATION. plantings around stone pillar R=30.00' L=47.12' RECORD DRAWING CERTIFICATION /CONSTRUCTION CERTIFICATION: I, 51"M ____------- REGISTERED PROFESSIONAL ENGINEER NO. D1�SS�f _, IN THE STATE OF NEW YORK WAS RETAINED BY O, IhDbE -1 SWW_n !11 �4__ TO UNDERTAKE OR CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS "AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209 SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES MADE FROM THE ORIGINAL OF THIS DRAWING BEARING AN ORIGINAL INKED OR EMBOSSED SEAL AND SIGNATURE SHALL BE CONSIDERED TO BE VALID TRUE COPIES.<< OFF." -�tE ty 'OY 1` m; 3 ..a `�\s!.�'f �� °✓ 1 }ti` } JOHN/ F? JR., PLS N.Y .g. LIC. NO. 050643 ..:. ingalls & associates, LLP engineering, environmental, surveying RECORD PLAN STORM SEWER & WATER AS BUILT PHASE 1 - OAK RIDGE SUBDIVISION CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK 3 12/07/22 NOTE N0. 9 ADDED RDF DATE: NOVEMBER 5, 2020 CHECKED BY: JJP JOB NO. 18-167 SCALE: 1" = 50' 2 05/02 22 AS BUILT SANITARY SEWER INFORMATION REMOVED RDF 2603 GUILDERLAND AVENUE SCHENECTADY, N.Y. 12306 PHONE:(518)393-7725 FAX: (518) 393-2324 © Co ht 2020 - Ingalls & Pyrg g Associates, LLP - All rights reserved 1 01 20 22 / / CURB DROPS, SIGNS, MONUMENTS, MATCH LINES ADDED RDF DRAWN BY: CADD: 18-134 As Built Phase 1 SHEET 2 OF 3 NO. DATE: REVISIONS BY: 12" HDPE i 45 L.F. ® 0.0% 12" HDPE 7 L.F. ® 2.6% i GCB #21L i DW #21 L i i i DW #16R CB #16R 00, 12" HDPE 8 L.F. ® 3.5% APPROXIMATE EXISTING 12" WATER MAIN w �- STORM SEWER TABLE OF INVERTS DW1 L RIM 274.83 INV. 270.38 CB1 L RIM 273.95 INV. IN 271.09 INV. OUT 270.59 CB1 R RIM 273.94 INV. IN 271.09 INV. OUT 270.50 DW1 R RIM 274.93 INV. 270.27 DW2L RIM 276.95 INV. 272.85 CB2L RIM 276.30 INV. IN 273.02 INV. OUT 272.88 CB2R RIM 276.31 INV. E 272.94 INV. W 272.89 DW2R RIM 276.93 INV. 272.90 DW4L RIM 268.24 INV. IN 265.28 STMH1 RIM 269.82 INV. IN 266.12 INV. OUT 266.09 DW5L RIM 273.33 INV. E 269.68 INV. S 269.50 INV. W 269.77 C135L RIM 272.83 INV. N 269.87 INV. S 269.57 CB5R RIM 272.85 INV. IN 269.55 INV. OUT 269.53 DW5R RIM 273.34 INV. IN 269.44 STMH2 RIM 279.86 INV. IN 273.11 INV. OUT 273.01 DW6L RIM 278.17 INV. E 274.07 INV. S 273.73 INV. W 274.32 CB6L RIM 277.42 INV. IN 273.92 INV. OUT 273.79 CB6R RIM 277.46 INV. IN 274.06 INV. OUT 273,79 DW6R RIM 278.23 INV. IN 273.16 STMH3 RIM 277.65 INV, IN 273.25 INV. OUT 273.26 STMH4 RIM 276.49 DW7L RIM 277.05 INV. NE 272.95 INV. SW 272.50 INV. SE 272.68 CB7L RIM 276.25 INV. IN 272.78 INV. OUT 272.78 CB7R RIM 276.20 INV. IN 272.68 INV. OUT 272.77 DW7R RIM 276.80 INV. IN 272.90 STMH5 RIM 277.40 INV. IN 273.92 INV. OUT 273.66 DW8L RIM 278.07 INV. N 273.97 INV. S 273.82 INV. E 273.92 CB8L RIM 277.45 INV. IN 273.82 INV. OUT 273.96 CBSR RIM 277.41 INV. IN 273.95 INV. OUT 273.82 DW8R RIM 278.01 INV. IN 273.85 DW9L RIM 279.70 INV. IN 275.54 INV. OUT 275.81 CB9L RIM 279.00 INV. IN 275.78 INV. OUT 275.56 CB9R RIM 278.97 INV. IN 275.67 INV. OUT 275.42 DW9R RIM 279.54 INV. IN 275.45 CB10R RIM 280.18 INV. 276.68 CB10L RIM 280.18 INV. NE 276.60 INV. SW 276.68 DW1OL RIM 280.67 INV. NE 276.87 INV. S 276.97 DW1OAL RIM 279.06 INV. 276.41 DW1 1 R RIM 277.95 INV. IN 273.81 C131 1 R RIM 277.45 INV. IN 273.94 INV. OUT 273.92 CB1 1 L RIM 277.40 INV. IN 274.06 INV. OUT 273.88 DW1 1 L RIM 277.96 INV. NW 273.72 INV. NE 273.91 INV. SE 274.26 DW11AL RIM 278.04 INV. IN 274.16 STMH6 RIM 278.72 INV. IN 275.12 INV, OUT 275.18 DW12 RIM 279.43 INV. N 275.44 INV. E 275.43 CB12 RIM 278.77 INV. S 275.40 INV. NW 275.54 CB13 RIM 279.42 INV. N 275.90 INV. SE 276.01 DW13 RIM 279.75 INV. IN 275.75 DW14R RIM 279.65 INV. IN 275.67 CB14R RIM 279.02 INV. IN 275.57 INV. OUT 275.63 CB14L RIM 279.02 INV. IN 275.57 INV. OUT 275.63 DW14L RIM 279.60 INV. E 275.45 INV. NW 274.82 STMH7 RIM 278.82 INV. SE 275.00 INV. W 274.84 DW15R RIM 278.28 INV. IN 274.25 CB15R RIM 277.68 INV. OUT 274.30 CB15L RIM 277.54 INV. OUT 274.15 DW15L RIM 278.23 INV. W 274.70 INV. E 274.37 INV. N 273.75 DW15AL RIM 271.54 INV. IN 267.99 DW16R RIM 279.19 INV. IN 274.99 CB16R RIM 278.67 INV. N 275.27 INV. S 275.27 CB16L RIM 278.70 INV. N 275.35 INV. S 275.35 DW16L RIM 279.12' INV. N 274.94 INV. W 275.14 CB17R RIM 276.96 INV. OUT 273.62 CB17L RIM 276.95 INV. E 273.58 INV. W 273.57 DW17L RIM 277.39 INV. E 273.19 INV. NW 273.66 STMH9 RIM 275.65 INV. E 272.15 INV. S 272.14 INV. W 272.14 CB A RIM 268.34 INV. OUT 265.11 DW18R RIM 269.47 INV. NW 264.68 INV. S 265.34 CB18R RIM 269.04 INV. N 265.79 INV. S 265.79 CB18L RIM 269.00 INV. N 265.72 INV. S 265.75 DW18L RIM 269.59 INV. N 265.39 INV. E 265.93 INV. W 265.97 DW19L RIM 269.25 INV. IN 265.55 CB19L RIM 268.65 INV. E 265.65 INV. W 265.57 C819R RIM 268.65 INV. E 265.51 INV. W 265.56 DW19R RIM 269.24 INV. E 265.46 INV. NW 265.51 STMH8 RIM 267.78 INV. E 263.67 INV. SE 263.58 INV. W 263.62 DW20L RIM 266.83 INV. E 262.96 INV. N 262.73 CB20R RIM 266.34 INV. S 263.36 INV. N 263.12 DW20R RIM 266.88 INV. IN 262.78 DW21 R RIM 272.07 INV. IN 267.72 CB21 R RIM 271.59 INV. W 268.20 INV. E 268.20 CB21 L RIM 271.59 INV. W 268.22 INV. E 268.19 MAP REFERENCE: DW21L RIM 272.11 INV. IN 268.01 LEGEND MONUMENT El WATER VALVE 0 w/v HYDRANT SIGN = TREE LIGHT POST GAS MARKER D° SANITARY SEWER PIPE STORM SEWER PIPE WATER MAIN SANITARY SEWER LATERAL CURB DROP TREE PLANTING KEY ELM - E MAPLE - M SILVER MAPLE - SM BOX ELDER - BE ASH - A LINDEN - L CHERRY - C w SSL 1) PROJECT PLANS ENTITLED "OAK RIDGE PHASE 1, CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW YORK" AS PREPARED BY THE LA GROUP, LANDSCAPE ARCHITECTURE AND ENGINEERING, PC AND DAVID F. BARRASS, LAND SURVEYOR, DATED SEPTEMBER 10, 2003 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAPS 0-140A THRU Z. NOTES: 1) ORIGINAL PARCEL: CITY OF SARATOGA SPRINGS - TAX MAP 180, BLOCK 3, PARCEL 30. 2) SURVEY PREPARED BY INGALLS & ASSOCIATES, LLP FROM A JANUARY 2019 FIELD SURVEY. 3) NORTH AND ELEVATION DATUM IS REFERENCED TO MAP REFERENCE NO. 1 4) SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION; RECORDED OR UNRECORDED. 5) SUBJECT TO ANY STATEMENT OF FACT AN UP-TO-DATE ABSTRACT OF TITLE 6) UNDERGROUND UTILITIES IF SHOWN HEREON ARE BASED ON VISIBLE PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY AND ARE SHOWN TO DEPICT GENERAL UTILITY LOCATIONS AND CONNECTIONS RATHER THAN EXACT UNDERGROUND LOCATIONS. INGALLS & ASSOCIATES, LLP MAKES NO CERTIFICATION AS TO THE ACCURACY OF THE UNDERGROUND UTILITY LOCATIONS AND OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. 7) SURVEY IS PREPARED IN ACCORDANCE WITH THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS CODE OF PRACTICE FOR LAND SURVEYS AS ADOPTED IN OCTOBER OF 1966 AND LAST REVISED ON JULY 18, 1997. 8) SANITARY SEWER LATERALS AS SHOWN WERE DERIVED FROM LOCATIONS PER THE APPROVED PROJECT PLANS. 9) MISCANTHUS LANE, HIBISCUS LANE, MONARDA LANE AND TIARELLA LANE SHALL BE OFFERED FOR DEDICATION TO THE CITY BUT SHALL BE MAINTAINED BY THE OAK RIDGE HOMEOWNERS ASSOCIATION. RECORD DRAWING CERTIFICATION /CONSTRUCTION CERTIFICATION: I, _- ----- , REGISTERED PROFESSIONAL ENGINEER NO. ai �s __> IN THE STATE OF NEW YORK WAS RETAINED BY 0A.9_a0t_TO UNDERTAKE OR CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS "AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209 SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES MADE FROM THE ORIGINAL OF THIS DRAWING BEARING AN ORIGINAL INKED OR EMBOSSED SEAL AND SIGNATURE SHALL BE CONSIDERED TO BE VALID TRUE COPIES. -- -~. cc) FIVSTORM >tP NJ O �p� x q r 1 rr i . 3 fi f K''± +,;, a • ...✓. JOHN G. POST, JR., PLS N.Y.S. LIC. NO. 050643 .� �� ' � ��� ingalls & associates LLP engineering, environmental, surveying RECORD PLAN SEWER &WATER AS BUILT PHASE 1 -OAK RIDGE SUBDIVISION CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK DATE: NOVEMBER 5, 2020 CHECKED BY: JJP JOB N0. 18-167 SCALE: 1" = 50' 12/07/22 NOTE NO. 9 ADDED RDF 2603GU�LDERLANDAVENUE SCHENECT518) N.Y. 12306 PHONE: 18) 3 3 -2324 5 FAX (518) 393-2324 05/02/22 AS BUILT SANITARY SEWER INFORMATION REMOVED RDF © Copyright 2020 - Ingalls & Associates, LLP - All rights reserved DRAWN BY: CADD: 18-134 As Built Phase 1 SHEET 3 OF 3 LN 01 /20/22 CURB DROPS, SIGNS, MONUMENTS, MATCH LINES ADDED RDF DATE: REVISIONS BY: plug end E 0 z N 86•-30'-40" W 440.00' �ytov BENCHMARK 60underground ' E tlunderground o R �S9`00 iN co OT 10w0 utilities o utilities o o L=47.1 X" ON BOLT AT 0 LOT 39 0 3 I M I N7T23' LO 1 00 \ tee 5 HEAD OF ARROW N 20.566t ACRES d I 30"W ( to LOT 29 42 � i ELEV. 282.92 Z 11200t SQ. FT. 140• 340 o.257t ACRES w W� N M J �I o 5 0p, 10.248t ACRES lyj� i N7723'3p"W z > I 147.34' S77' "EssL ' Q ^ S7 N w V 0 i electric Ngs. 233pY N 0 723'3p" _ 29.8' o distribution 99' 14000, 0� = C 00' E 14p•O0' SSL I `' ' (tYP•) 42W m 3 M � OT 36 I Q Q w v { _ _ MATCH LINE SHEET 2 M CH LINE o SHEET _ 2 - - i - 1ot.2"±�RES- - ; o -" - - - 2 .0 , SHEET 1 - 11C 2 w0 3+ p o o v� Lu z ssL I z 729 37 , o SHEET 1 `n OT 40 N a o S77'23'3p,.E r� 00 OT 30 o I 4,8 0 LC_`" i � 5.3 0 11200t SQ. FT. o Y ,� M 140 p0. o 00 M !� o 0.257t ACRES Q O Q� M40, M 11200i SO. FT. �� 0.257t ACRES 6.5, 3 3 14 I LOT 8 N77. w/ 0 0 3.8 a 2.2' a 2 i 22101f SQ. FT. 2+0 �3'30"W SSL c o 2 S7723'3p' SSL o 0.507f ACRES 3 140.00, `c SAN MH # 15 e 14p 00' Co i ° A b RIM 279.86' OT 35 ' o co M undergroun L INV. IN 273.38' I i' , 11200± SQ. FT. O co o utilities INV. OUT 273.35 O _N r� 0.257t ACRES O ^3 ;� z00 11 OoOt SQ. FT. 0 0 3 M Co N77.23'3p"W LOT 31 o ' v S77•23'30E 14 0.257t ACRES 0 underground 1198t SQ. FT. a 7.34' c 14 utilities 0.00, 2-f-0 = 257t ACRES 3.0' w/ 19.s'e M w/v S7 S�L 00 SAN MH #6 �O S77.23'3p„ SSL T23'30,; o RIM 277.41' DO' E o �. 112oot SQ. FT. R=172.30' ?� 3 M INV. IN 271.11 14p•00' W 3 M o0 2 0.257f ACRES 13g-57 L=121' INV. OUT 271.06' 1+0 6 Q Co o OT 34 / N o underground 3 p underground M utilities C a underground O h Pao utilities L ~- utilities 0 16001f SQ. FT. / �_ R=172.50' SSL LOT 7 o y0 R=30.00' o M co 23' 0.367t ACRES . ��" h z 1 b� S77• L=205.89'� w� 2 0 21620t SQ. FT. OT 42 qo / 30"E 60. 0.496t ACRES L-45.22' t33sot SQ. FT. ^� ,(° 3 / " 14p 00, rn OT S2 �p� s4 5 6" SDR-11 underground R=30.00' o v,� FORCEMAIN utilities 0.307t ACRES ® ! a ^ ��R=227.50' sse L=49.03 S.3 o M + w vL o 4s N 1+0 ^� m� underground L=61.57' o M c SAN MH #5 W/V o 6X0 utilities !u R=30.00' SSL M c� COT 33 0 o RIM 276.66' �L ° iron in found lands now or formerly of N81'p1'47" L=45.22' •� TO N i' R=30.00' 10265t ACRES INV. IN W 270.5)� ® N67.3 p y S :� Jane Perkins Hu ck and "w/v ISCANTHUS W 8p 16• 3 M i L=49.03' N` INV. IN E 270.51 'o v R=227.5080 0�" N zo LN. o _ .-; /� o , w Christoher J. Huyck 86.9' R=15.00' INV. OUT 270.33 _ z 5 ®F 6 'i�TW L- 28 1 D.L 0�-._ SDR-35 P = 15.00' 105.46' w v 61.8'tee o SANITARY o L ,x0 �P�o PE N7�23'3p"W �tJ� _LINE o u'E L=28.16' ��� 8 50' cS. �.I. P. NNA C W WINE w`� 231 L.F. o JENNA JO 581.01'47"E SSL AVEIV E o C �� \�>, N N SAN MH #1 150.00' o --- W v --® _. ® o / o SST�f 1zs.s' tee 3. w v s ..... 87 3pR 35..{.0.5$C M 5� Xp c� p,�\ OI- o ' RIM 278.97 under n�`- o IBISCU \� W W o INV. 273.77' 8" IN utilities 47€�`123.63' 6+00 740. W SANITARY LINE �.- , 0+0 F 0 `�°' Q `�v LOT 6 N = _ ^� INV. 273.27' 6" D.I. IN JENNA Jp '�� �.• ' _ _ v' (n (n INV. OUT 273.25 OAK RIDGE '- 1A�- - ,' \ 0 23286t SQ. FT. F N R=30.00' JENNA JO W w v tee o \ <yO ��• 0.535t ACRES CN 26.2' W V22.5' n BENCHMARK 3 N L=47.12' �� STOP 1 R 30.00 121 89' SSL BEN 66.3 + \ o- N electric / I L=48 52`---__ �R=227.50 \ \ G "X" ON BOLT AT Ln / ---__ v, �` �% `flz N distribution i I SAN MH #13------_ _j0 L=139.33 'tom\ \ ��� � 3 Lv HEAD OF ARROW r,F dd ,� z (typ.) RIM 279.06 -141Fr#12 aEN �r. o ELEV. 281.71 O F R=777.50' � INV. IN W 272.16' R=227.50' RIM 277.60 .� k J'o -`7 M J L=44.57 i INV. IN N 272.1 1' L=14.64' INV. IN 271.20' �r ~ SSL �o� �� s� _N 6' 1 INV. OUT 272.09' INV. OUT 271.19' � �\ a'�F`� U •00. LOT 2 �1 I M I R=772.50' JENNA JO A, \ ®� L=36.59' 68.0, V) 00. \ p �o 1, Q 23598t SQ. FT. I, o 0.542t ACRES O I� 4t �F \ 111 5+00 �da� \�O g,�� ron pin found~ N81.01' LOT 3 II ; � 47"W I \ 164.64' W 36640t SQ. FT. j I L�OT�F `r. \ 0.841 t ACRES I I rLOT 4 L--= -� SAN 7 #4 \ X 0 0 d- 1 � I �� 4os4st sc:,. FT. RIM 276.37 S N M 40946t SQ. FT. 0.940t ACRES INV. IN 269.17' \ Ir 5.573f ACRES �QD 0 I i o.94of ACRES INV. OUT 268.92' `��'1 4sry LOT 43 �--- iron pin found Z i i N �S•\ E � � F lands of � 1 Oak Ridge Homeowners �>\ Asbociation, Inc. 1O ti 223, 0.51: 0 00. iron pin foun ran pin found 2 �S. shed LEGEND MONUMENT O WATER VALVE O w/v so HYDRANT 0o SIGN r TREE LIGHT POST GAS MARKER D° SANITARY SEWER PIPE •OO, STORM SEWER PIPE WATER MAIN W w SANITARY SEWER SSL LATERAL CURB DROP TREE PLANTING KEY ELM - E MAPLE - M SILVER MAPLE - SM BOX ELDER - BE ASH - A LINDEN - L CHERRY - C M�yv `� \ s ��� � � R g�' MAP REFERENCE: ,cv 4+00 F� o o � S , ,z \ �`� �0 1) PROJECT PLANS ENTITL ED "OAK RIDGE PHASE 1> CITY OF SARATOGA SPRINGS, S� A 'iron land now or formerly of COUNTY OF SARATOGA, STATE OF NEW YORK" AS PREPARED BY THE LA GROUP, M i �Ak SAN MH #3 `L pin found Robert P. Flower LANDSCAPE ARCHITECTURE AND ENGINEERING, PC AND DAVID F. BARRASS, LAND N86'36'17"W I I I\� RIM 278.01' SURVEYOR, DATED SEPTEMBER 10, 2003 AND FILED IN THE SARATOGA COUNTY 150.00' I I '41 "W fence �,� INV. IN 268.45' INV. OUT 268.33' *S CLERK'S OFFICE AS MAPS 0-140A THRU Z. M 199.00' � N86'40'41"W lands now or formerly of o , I 91.97 NOTES. Jeffrey L. Snyder � s oo �a AX MAP 180 BLOCK 3 no "'S• ( 1-- �oJ 1) ORIGINAL PARCEL: CITY OF SARATOGA SPRINGS - T I - wire fence Ri. �t� PARCEL 30. M 3 i 00 E 2) SURVEY PREPARED BY INGALLS & ASSOCIATES, LLP FROM A JANUARY 2019 { j ry III�\�G� FIELD SURVEY. I ' ?O S� 3) NORTH AND ELEVATION DATUM IS REFERENCED TO MAP REFERENCE NO. 1. SSL O O , 0i I I o0 p street light •00. �o >t,\ 4) SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION; RECORDED OR UNRECORDED. �bc'�� LOT 1\k ' �' 1 S86'40'39"E SAN MH #2 5) SUBJECT TO ANY STATEMENT OF FACT AN UP-TO-DATE ABSTRACT OF TITLE I M 41.81' 43 RIM 279.85' utility pole N 86•-40'-39„ W / INV. IN 267.46 6) UNDERGROUND UTILITIES IF SHOWN HEREON ARE BASED ON VISIBLE PHYSICAL lands now or formerly of INV. OUT 267.47' ---hydrant EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY AND ARE SHOWN TO iron 2g 00 conc. lf 100.000 and pe in/ Thomas J. Farone & Son, Inc. �O O DEPICT GENERAL UTILITY LOCATIONS AND CONNECTIONS RATHER THAN EXACT 1 iron pipe in ` <,,i. 69579t SQ. FT. UNDERGROUND LOCATIONS. INGALLS &ASSOCIATES, LLP MAKES NO CERTIFICATION conc. found cV t.5s7f ACRES AS TO THE ACCURACY OF THE UNDERGROUND UTILITY LOCATIONS AND OTHER Wj 00 UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. cri , 0) 0rO 3 mail house 3 7) SURVEY IS PREPARED IN ACCORDANCE WITH THE NEW YORK STATE ASSOCIATION c r w rob ewalk Ix, • OF PROFESSIONAL LAND SURVEYORS CODE OF PRACTICE FOR LAND SURVEYS AS �• G• RIM 80.49' lands now or formerly Of �, .t1 � INV. IN 266.80' ADOPTED IN OCTOBER OF 1966 AND LAST REVISED ON JULY 18, 1997. con i I o Richard F. Butler, INV. OUT 266.81' 8) SANITARY SEWER LATERALS AS SHOWN WERE DERIVED FROM LOCATIONS PER THE z 3 W i� APPROVED PROJECT PLANS. 1 30 MPH e 1+00 j r" 6j�, � N01 9) MISCANTHUS LANE, HIBISCUS LANE, MONARDA LANE AND TIARELLA LANE SHALL 7-1 I N S <-� BE OFFERED FOR DEDICATION TO THE CITY BUT SHALL BE MAINTAINED BY THE OAK SM O) �, RIDGE HOMEOWNERS ASSOCIATION. O plantings around STOP A p stone pillar\ R=30.00' V) z N, RECORD DRAWING CERTIFICATION/CONSTRUCTION CERTIFICATION: N 86•-180- „ 0 R=30.00' AK RIDG �° L=46.97' j�� 55 W 175.81' L=47.28' BLVD. o SB�_ -, REGISTERED PROFESSIONAL ENGINEER NO. M IN 115.00' ~ Plantings around I ------------ ,�.��p� stone pillar , 440.96 150.15' # THE STATE OF NEW YORK WAS RETAINED BY1'L-�.�rC- _-- TO 86•-j$'-55„ oncrete monuments SAN MH EXISTING 46 ��. UNDERTAKE OR CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER MY SUPERVISION, N 86'-18'-55" W found -� RIM 279,50' 00 � INV. IN N. 266.30' 0 INSPECTIONS AND REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS 0 00 IN, INV IN E. 266.11' "AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND UA FACILITIES AND MB GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. rel DYER SWITCH ROAD INV OUT 266.07' SPECIFICATIONS AND ANY AUTHORIZED CHANGES, AND SHOWS THE ACT L INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. _- \--- S 59'-15'-23" W 70.76' S 82'-22'-16" W 141.11' UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209 SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES MADE FROM THE ORIGINAL OF THIS DRAWING` BEARING AN ORIGINAL INKED OR EMBOSSED SEAL AND SIGNATURE SHALL BE CONSIDERED TO BE VALID TRUE COPIES. """ '"'^., r``^ O F Njr fi �� ty �� ,1� O 4� ° r" �� �: . 3 0, � �C�i. a�� t/jr x rod}� � 7 JOHN POST, JR., PLS N.Y.S. LIC. NO. 050643 .F ���,. \ in ails &associates LLP engineering, environmental, surveying 9 9 Y 9 RECORD PLAN SANITARY SEWER & WATER AS BUILT PHASE 1 -OAK RIDGE SUBDIVISION CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK DATE: NOVEMBER 5, 2020 CHECKED BY: JJP JOB N0. 18-167 1" - 50' SCALE: - 3 12/ 77/22 NOTE NO. 9 ADDED RDF 2603 GUILDERLAND AVENUE SCHENECT518) 93-N.Y 12306 PHONE: 18) 3 3 -2324 5 FAX: (518) 393-2324 2 05/02/22 AS BUILT STORM SEWER INFORMATION REMOVED RDF © Copyright 2020 -Ingalls & Associates, LLP - All rights reserved DRAWN BY: CADD: 18-134 As Built Phase 1 SHEET 1 OF 3 1 01 /20/22 CURB DROPS, SIGNS, MONUMENTS, MATCH LINES ADDED RDF N0. DATE: REVISIONS BY: MATCH LINE —""SHEET .5 cuC7�T ') PI ug �� end w/vtee -N- I I S12'39'30"W 20r00' `�) 00 /J / / R=30.00' L=47.12' M LN. a —`—� fflfl8~._SDR-35 P tee o -- SANITARY UNE o L 476' » D.1.BEN - WATERLINE ^�= p GRAPHIC SCALE 50 100 SAN MH # 11 RIM 281.39' INV. IN 274.87 8" INV. OUT 274.63' SHEET 3 MA CH LINE SHEET 2 �W OT 17 r� 22307t SQ. FT. (o 0.512t ACRES Z R=30.0p• SAN 2MH #9 . ig ......"' �.F, �0JENNAJO E .'� W AURORA_ OpR-3 SA 0 N.iARc LINE o SAWIMH #723,30„E ,41IM 280.58' o,' INV. IN E 273.08' g INV. IN W 273.03' N INV. OUT 272.88' underaro 'o i electric distribution (tYP•) LOT 9 21909t SQ. FT. 0.503t ACRES MATCH .INE iron pin found S F 5.573t ACRES LOT 43 lands of 4 R6\ 61<.� Oak Ridge Homeowners N 46' R, Asbociation, Inc. MONUMENT El WATER VALVE 0 W/V HYDRANT SIGN T TREE LIGHT POST GAS MARKER D° SANITARY SEWER — PIPE STORM SEWER — PIPE WATER MAIN —W—W SANITARY SEWER SSL LATERAL CURB DROP TREE PLANTING KEY Q ELM — E MAPLE — M SILVER MAPLE — SM BOX ELDER — BE ASH — A LINDEN — L CHERRY — C MAP REFERENCE: 1) PROJECT PLANS ENTITLED "OAK RIDGE PHASE 1, CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW YORK" AS PREPARED BY THE LA GROUP, LANDSCAPE ARCHITECTURE AND ENGINEERING, PC AND DAVID F. BARRASS, LAND SURVEYOR, DATED SEPTEMBER 10, 2003 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAPS 0-140A THRU Z. NOTES: 1) ORIGINAL PARCEL: CITY OF SARATOGA SPRINGS — TAX MAP 180, BLOCK 3, PARCEL 30. 2) SURVEY PREPARED BY INGALLS & ASSOCIATES, LLP FROM A JANUARY 2019 FIELD SURVEY. 3) NORTH AND ELEVATION DATUM IS REFERENCED TO MAP REFERENCE NO. 1. 4) SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION; RECORDED OR UNRECORDED. 5) SUBJECT TO ANY STATEMENT OF FACT AN UP—TO—DATE ABSTRACT OF TITLE 6) UNDERGROUND UTILITIES IF SHOWN HEREON ARE BASED ON VISIBLE PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY AND ARE SHOWN TO DEPICT GENERAL UTILITY LOCATIONS AND CONNECTIONS RATHER THAN EXACT UNDERGROUND LOCATIONS. INGALLS & ASSOCIATES, LLP MAKES NO CERTIFICATION AS TO THE ACCURACY OF THE UNDERGROUND UTILITY LOCATIONS AND OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. underground utilities 7) SURVEY IS PREPARED IN ACCORDANCE WITH THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS CODE OF PRACTICE FOR LAND SURVEYS AS ADOPTED IN OCTOBER OF 1966 AND LAST REVISED ON JULY 18, 1997. — 8) SANITARY SEWER LATERALS AS SHOWN WERE DERIVED FROM LOCATIONS PER TH APPROVED PROJECT PLANS. 9) MISCANTHUS LANE, HIBISCUS LANE, MONARDA LANE AND TIARELLA LANE SHALL BE OFFERED FOR DEDICATION TO THE CITY BUT SHALL BE MAINTAINED BY THE OAi RIDGE HOMEOWNERS ASSOCIATION. NNA JO electric 1ROI distribution 30.00 47.12' (tYP ) y �Lo> \ NI F \ \ 30 MPH plantings around stone pillar R=30.00' r9 L=47.12' RECORD DRAWING CERTIFICATION ZCONSTRUCTION CERTIFICATION: 7 SP ___________, REGISTERED PROFESSIONAL ENGINEER NO. THE STATE OF NEW YORK WAS RETAINED BY'lx�O_D��LL L--_ TO UNDERTAKE OR CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS "AS —BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. ( IN FEET ) 1 inch = 50 ft. -N- �onc, mo � ' n found -Q w MEADpWBROpK RO MB I' ADO �- 00 El W R=30.00' Z te2 R L=48.57' I w/V STOP plantings around A RIDG stone pillar 3 OR. R=30.00' ' L=47.12' o 1 plantings around electric cry M I N stone pillar Idistribution , GQ I (tYP) �3 m N i M 3 + 4j I aW II a 11) cV IZ A i� r- N MONN.�D MQ O BENCHMARK 1 a RR STOP I I "X" ON BOLT AT ii'I ONE WAY HEAD OF ARROW ELEV. 275.20' / 18 7' to w/v M / E 3 �' 0 i M / o / / N M i 47.1 AK RmG R=39!00' M 3 i L=47.12' C / / o 9,50. / STOP � 16 9 0 0 RRGHTW=47.12' Q4k /oGe / 1 s W 0 3' v COUNTY RaAD 63 �� 00 00 M o. _._... / 46•s' W L N i V tee'3 8" D./ w 97.0, / 3 P w in 1 - ATER0VE w .3' co 1 /2 s SD V� bd O� N _ °valve o Q �g 15', u o r, manhble\3.0p, A ss!� � I If / �� o`er S7j23' 0., 1�e � electric 3 t /v c^ I BENCHMARK 2 / witch � E „ w 6 istribution \ ' X" ON BOLT AT A o 1 el c. \ __ LOT 45 _ - .1,C V HEAD OF ARROW N 1 / ELEV. 271.24' M rn N 0.556t N ACRES �\ " lands of % °cs 1 D N R=30.00' STOP trees o '. `'s i� o • a Ridge Homeow ers o o L=47.12' N O s o o � �.yo• Association, Inc �• 1 /2 � m p� � �1 bend w/V ski WOOD STAKE-' o� 0 3j M �;� i SAN MH #29 trees -f o o s. cy o' 3.6' W/v's RIM 272.02 j o (SEWER PLUG ?) I "' 7' ca � 0 w 46.11 I INV. IN 264.05 w .gssM 9+00 tee w v E II IN .OUT 263.97' N• Z o oo 193.00, R-30 - o /underground 0 un erground �` N7723' L�47 12 ' " E rO utilities utilities / q v 30»W 4+0 v R' 0.00�� N -M _...._.. /_..Z 0277 STOP L-47.12' AK NRIDG J��N ^ 8" SDR_3 M 3� R-30 . I _ A V L=47. � ,wed �� AVENUE S'4NITgRY LINE W 3.5' 0 145,00' STOP R=30.00Y--- S7j23'3p„ ` M �- w v s � cross L=47.12' E �' w i A �� �793.0p, 0 o w....-� Z W APPROXIMATE CVIQTMir, 1'J" -SAN MH #30 RIM 281.29' INV. IN 265.77' INV. OUT 265.22' _30;00 00 0o III ret wall L=4T1� - JENNX� J LN__�_ ® 0.4 W - V 3 - OAK RIDGE L w/V e BENCHMARK S I o 1 J \ �. .. - r "X" ON BOLT AT 114, o II _a N gazebo L_�0.0� T -o HEAD OF ARROW N I o' I 3 0 underground 6500' o' ELEV. 283.57' r I M ;' I lawn � plantings o o ' % aW 1 utilities to r o I 7114t SQ. FT. E TER Zo I E 0.163t ACRES R=30.00 K ' M I LOT 44 / w3 30.00' S2 lop o ,r 1 I 22 w S. 47.12' A o cw� / N I Z w v o �s 3' oo r rderground / it 9 � ° 2 ; lands of -/ r !ides M a peda o R=3:` 00' CV Q w v E 32p' /v ovglve Oak Ridge Homeowners / 00 '�� under round » ° 0 L=4;'.12' ° 8.7 M o manhole Association, Inc. / �0 3 utilities 125'0p' ^oi SSL l J LLLJ 3 3 1 1.725E ACRES N ;` a w/v SAN MH # 1 1 w L� 0 1j+00 ; � � valves 4 o RIM 281 39 = _ • o I �"� � 0 1 cb / � p O c� 7500E SQ. FT. (n (n I O 0.172t ACRES O p_� ;`�° � O � � 3 C o � o INV. IN '; 4.87 8" s o cCO n A m / path � o 0 21 3;' ^' INV. OUT 274.63' MATCH LINE SHEET 3 _ _ /� - _ 2 ` � _ SSL o; SHE" T 3 MATCH LINE - - SHEET 2 w v 8 w v N7723'3p ;� o SHED- T 2 -- "' M 12S.001 »W W Q o / Co 0 2 0 Z J V O / electric J o //distribution trees �, o _ 7 underground 7500E SQ. FT. O U C / (tyP•) W W) utilities 0.172E ACRES SSLO I- / / Q �2 + �� 3 i= �. 57723' Q S � � lu ^u0' �`L 00 i !� I �� w/v 30 E ?23' » e n �� p� ' STOP o 3 o s 125 00 Q' 50 30 E w V �;� N �� ;� L 24c 00 / tee W 141 s' / �� 1 a�----------- cp o O K RIDGE ,' •0--__-1+0 19 0 Z S7 AURORA O' 7500t SQ. FT. p0 723'301, r'- underground 15° o 1 0.172t ACRES co O 00 0 o cRee38. W'/v s 1 utilities SSIL LO .-_ 2 / 2s.s 93.0p, SAN MH 1{) , A ° Lo -3+D p M N7j23' RIM 281. 9' O� 3 a s N ��53'3p+,W 1®0 cu OT 1 i M C N 30»W INV. OUT 274.10 O 00, / /_ ATE4 M !� ' 1 S P _7 M �. ❑ 22307t SQ. 'T, o S772330 w v w M a- ENE 1j8.�' e Dc�' -� o $ o M 0.512t ACF1:S / _..._.._....,... 3.6 M M 8 7114E SQ. FT. 4� y s, 0.163t ACRES O `v N .0, peds� 1 j2.00 / .2 l 25 0 88 �. w M OAK RIDGE m w V R-3p 0p. o 2 R-30 00, 3 OT 1 s 60' gas �9-....., AURORA � L_47. '� ^ L_4j 0.00 R=30.00 q(J W N 12' SSL 12' o 5 - o R=30.00' O 36.5' 03 S R=3q•0 s, SAN MH #9 22692t SQ. FT. L=47.12 Av77• 0.521t ACRES 2 L=47.12' EN(�� 0 4s 4� tee w/v s 23'3p» L_4j RIM 280.94' co underground +0c N f.-31,2• v E 65 12' •'n AUROR utilities ARR OAK RIDGE ro N 4.4 3' 0p' ar INV. IN N 273.26' N s o RIGH AUROR V N 0 tee is 4, M INV. IN W 273.26' LF.. M 3p INV. OUT 273.24 \ Peds ® STOP 02 6o.00 0 5 145.5' W O NR - --- N712�30» auRORA SAN MH #8 I A 3 MH v Sq qRY Q+ o tee ^- j underground RIM 279.59' ss NIT �l ���� �� T• \ W L MH qu LINE 00 ` W 00 u-tiirt+es, " A 6p 0 w J 49 L. . 65 1.5 INV. IN 275.04 to 0 6814t SQ. FT.SSL R A und rground AuRO o® w/V s o W L oA/,7 4' INV. OUT 274.14' ;� oo' 0.156t s S w/ 20.3' C3 M �g. ° utill ies RA Au 0.4. a 30"W R, S12'3 30"W N N 1' w a.s RORA 60.0° 5p . 79 0 1 ''9 WL.F. L, 52� 50' M 20 00' O o 0 S 4.2' 3p `85 n ,, 1 Z 0 underground o JENNA JO rn - 0 ox W /V7j. 30, M N o N 00 ransfor 3 underground AURORA 8 SDR-35 Sq o 23' r i o utilities s W .Q .� ,� ransfor g 13000, 0 18 3 M ca 6814t SQ. FT. N o utilities 09 306 y = (", N/Tq 0 3 DO NOT 0.156t ACRES 25 o R=30.00' S 0 _ 0 RY LINE cn N77° 0'0p' ENTE w/ SAN MH #16 O 7200t SQ. FT. o o -- / R=30.00' 233p W 3 26 ^v o �3'�„»__ -- IM 279.91 0.165t ACRES L=47.12' '� 7200E SQ. FT. O 6814t SQ. FT. L-47 12 O RR ' o 0 / - 0 TIA =30 0 INV. OUT 274.30 Mj M 0.165t ACRES N 0.156t ACRES 80 ��� L=47.12'. RIG R=30.00' N co W 2Q c SAN MH #44 00' RI ;-� 0 72oof SQ. Fr. 28 5p 0 v: RIM 2-, 17' STOP R=3 00'' L=47.12' 2 N '� 0.165t ACRES t w BE 1 �' L= 4 .12',........ 30. tip ;� o '� 0 30. s:' v w v c / INV. IN 267.44 ONE WAY 1ARELLA O0• , INV. OUT 267.50' R=30 0' LN. 0 6 cv ' � � / R0 -4 .12' ° 0p Z M 4 / RI �' w S7j23,3f . N s.8. �° i W `° 0 GRAPHIC SCALE 8p.°°' N_. 4+3�:51 60.00, L=47.12' 30, cam' 50 0 25 50 100 200 -� R=30.00' T" ` ; - „. 00' STOP 3 DO NOTE �rn0' Li 47.12' ��Ci p° TOP'ENTER o N ( IN FEET) 49 0 k a 1 inch = 50 ft. liV N LEGEND MONUMENT O WATER VALVE O w/v HYDRANT SIGN r TREE LIGHT POST GAS MARKER D° SANITARY SEWER PIPE STORM SEWER PIPE WATER MAIN _W_w SANITARY SEWER SSL LATERAL CURB DROP TREE PLANTING KEY i3 ELM - E MAPLE - M SILVER MAPLE - SM BOX ELDER - BE ASH - A LINDEN - L CHERRY - C MAP REFERENCE: 1) PROJECT PLANS ENTITLED "OAK RIDGE PHASE 1, CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW YORK" AS PREPARED BY THE LA GROUP, LANDSCAPE ARCHITECTURE AND ENGINEERING, PC AND DAVID F. BARRASS, LAND SURVEYOR, DATED SEPTEMBER 10, 2003 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAPS 0-140A THRU Z. NOTES: 1) ORIGINAL PARCEL: CITY OF SARATOGA SPRINGS - TAX MAP 180, BLOCK 3, PARCEL 30. 2) SURVEY PREPARED BY INGALLS & ASSOCIATES, LLP FROM A JANUARY 2019 FIELD SURVEY. 3) NORTH AND ELEVATION DATUM IS REFERENCED TO MAP REFERENCE NO. 1. 4) SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION; RECORDED OR UNRECORDED. 5) SUBJECT TO ANY STATEMENT OF FACT AN UP-TO-DATE ABSTRACT OF TITLE 6) UNDERGROUND UTILITIES IF SHOWN HEREON ARE BASED ON VISIBLE PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY AND ARE SHOWN TO DEPICT GENERAL UTILITY LOCATIONS AND CONNECTIONS RATHER THAN EXACT UNDERGROUND LOCATIONS. INGALLS & ASSOCIATES, LLP MAKES NO CERTIFICATION AS TO THE ACCURACY OF THE UNDERGROUND UTILITY LOCATIONS AND OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. 7) SURVEY IS PREPARED IN ACCORDANCE WITH THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS CODE OF PRACTICE FOR LAND SURVEYS AS ADOPTED IN OCTOBER OF 1966 AND LAST REVISED ON JULY 18, 1997. 8) SANITARY SEWER LATERALS AS SHOWN WERE DERIVED FROM LOCATIONS PER THE APPROVED PROJECT PLANS. 9) MISCANTHUS LANE, HIBISCUS LANE, MONARDA LANE AND TIARELLA LANE SHALL BE OFFERED FOR DEDICATION TO THE CITY BUT SHALL BE MAINTAINED BY THE OAK RIDGE HOMEOWNERS ASSOCIATION. RECORD DRAWING CERTIFICATION /CONSTRUCTION CERTIFICATION: I, GjwT 5MM_ REGISTERED PROFESSIONAL ENGINEER NO. 316%l_, IN THE STATE OF NEW YORK WAS RETAINED BY _DMK00igLL4 __ TO UNDERTAKE OR CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS "AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209 SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES MADE FROM THE ORIGINAL OF THIS DRAWING BEARING AN ORIGINAL INKED OR EMBOSSED SEAL AND SIGNATURE SHALL BE CONSIDERED TO BE VALID TRUE COPIES. --- •,,. �`��0� ����NJ o p >• r F ��`;`\ '� f. :. " JOHN7G POST, JR., PLS N.Y.S. LIC. N0. 050643 x� a ,� " ON,PHASE ingalls & associates, LLP engineering, environmental, surveying RECORD PLAN SANITARY SEWER &WATER AS BUILT 1 - OAK RIDGE SUBDIVISION CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK -__ DATE: NOVEMBER 5, 2020 CHECKED BY: JJP JOB NO. 18-167 SCALE: 1" = 50' 3 12/07/22 NOTE No. s ADDED RDF 2603 GUILDERLAND AVENUE SCHENECTADY, N.Y. 12306 PHONE: (518) 393-7725 FAX: (518) 393-2324 2 05 02 22 AS BUILT STORM SEWER INFORMATION REMOVED RDF © Copyright 2020 - Ingalls & Associates, LLP - All rights reserved DRAWN BY: CADD: 18-134 As Built Phase 1 SHEET 3 OF 3 1 01/20/22 CURB DROPS, SIGNS, MONUMENTS, MATCH LINES ADDED RDF N0. 1 DATE: REVISIONS BY: