Loading...
HomeMy WebLinkAbout15.004 Oakridge Subdivision Other12" HD PE 45 L.F. ® 0.0% i 12" HDPE 7 L.F. ® 2.6% i //CB #21 L i DW #21 L i i DW #16R CB #16R 0p, 12" HDPE 8 L.F. ® 3.5% APPROXIMATE EXISTING 12" WATER MAIN STORM SEWER TABLE OF INVERTS DW1 L RIM 274.83 INV. 270.38 C61 L RIM 273.95 INV. IN 271.09 INV. OUT 270.59 C131 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 C132R 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 CB5L 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 CB8R 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 DW10L 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 DW1613 RIM 279.19 INV. IN 274.99 C616R RIM 278.67 INV. N 275.27 INV. S 275.27 C1316L 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 CB19R 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 26822 INV E 268.19 DW21L RIM 272.11 INV. IN 268.01 MAP REFERENCE: LEGEND MONUMENT O WATER VALVE 0 w/v HYDRANT SIGN T TREE LIGHT POSTE GAS MARKER D° SANITARY SEWER PIPE STORM SEWER PIPE WATER MAIN SANITARY SEWER LATERAL w w SSL CURB DROP TREE PLANTING KEY C3 ELM - E MAPLE - M SILVER MAPLE - SM BOX ELDER - BE ASH - A LINDEN - L CHERRY - C 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, bw_ A ------------, REGISTERED PROFESSIONAL ENGINEER NO. MU-65-5 _, IN THE STATE OF NEW YORK WAS RETAINED BY CA#AMtk_EVfIIIJ0P*4L_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 OR SIGNATURE SHALL BE CONSIDERED TO BE VALID TRUE COPIES. -- t� 0� N � �� N� o"�s p`Z • x r *' n � �t ���. �y - ��;. j `, �.'� , t t r��C' e' JOHN�G. POST, JR., PLS N.Y.S. LIC. NO. 050643 0 ' &associates, LLP engineering,environmental, surveying Y 9 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 NO. 18-167 - AL 1" - 50' 3 12 07 22 / / NOTE N0. 9 ADDED RDF 2603GUILDERLANDAVENUE SCHENECTADY, N.Y. 12306 PHONE: (518) 393-7725 FAX (518)393-2324 2 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 1 01/20/22 CURB DROPS, SIGNS, MONUMENTS, MATCH LINES ADDED RDF N0. DATE: REVISIONS BY: