DRAINAGE IMPROVEMENT PLAN (FINAL).pdf
PDF 17 MB Posted
- Attached to
- High Avenue Drainage Improvements
- Solicitation number
- 10132025
- Issued by
- Rockland County, New York
About this file
These engineering design documents detail the High Avenue Drainage Improvement project for the Village of Nyack in Rockland County, New York. The project involves comprehensive drainage infrastructure upgrades along High Avenue, with improvements spanning multiple street intersections including North Franklin Street. The documents include detailed topographical survey maps, drainage improvement plans, construction details, and pavement marking specifications prepared by Brooker Engineering. The design encompasses multiple plan and profile sheets showing proposed drainage infrastructure, road surface modifications, speed humps, crosswalk details, and various construction techniques for storm drainage systems, curb installations, and street improvements.
The project includes specific technical elements such as installing new storm drainage pipes, catch basins, manholes, concrete curbing, pavement markings, and traffic calming features like speed humps. The engineering plans show precise elevations, pipe bedding details, sidewalk and driveway repair specifications, and accessibility accommodations. The documents are dated for implementation in 2025 and involve coordination with local municipal entities, including the Village of Nyack's mayor, clerk, treasurer, and trustees. The comprehensive set of drawings provides granular engineering specifications for contractors to execute the drainage and road improvement project with precise technical guidance.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Specifications NYS Prevailing Wage Rates.pdf | ||
| High Ave Specifications.pdf | ||
| 3-NOTICE TO BIDDERS.pdf |
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ALT 1
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ALT 1
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PROJECT NO:
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DISCLAIMER:
AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ALTERATION OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ALTERATION OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ADDITIONS TO THESE PLANS IS A VIOLATION OF THE TO THESE PLANS IS A VIOLATION OF THE TO THESE PLANS IS A VIOLATION OF THE THESE PLANS IS A VIOLATION OF THE THESE PLANS IS A VIOLATION OF THE PLANS IS A VIOLATION OF THE PLANS IS A VIOLATION OF THE IS A VIOLATION OF THE IS A VIOLATION OF THE A VIOLATION OF THE A VIOLATION OF THE VIOLATION OF THE VIOLATION OF THE OF THE OF THE THE THE N.Y.S. EDUCATION LAW, ARTICLE 145, SECTION 7209, SUBSECTION 2.
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GRAPHIC SCALE:
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HIGH AVENUE
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DESCRIPTION
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VILLAGE OF NYACK
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ROCKLAND COUNTY
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NEW YORK
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WESTON & SAMPSON, PE, LS, LA, ARCHITECTS, PC
AutoCAD SHX Text 74 Lafayette Avenue, Suite 501, Suffern, NY 10901 (845) 357-4411 WESTONANDSAMPSON.COM
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BRIAN A. BROOKER,
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PROFESSIONAL ENGINEER
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1. DRAWING LIST: DRAWING LIST: ORIGINAL DATE T. TITLE SHEET 06/16/25 TITLE SHEET 06/16/25 06/16/25 1. EXISTING CONDITIONS 1 OF 2 (SURVEY BY OTHERS) 03/18/25 EXISTING CONDITIONS 1 OF 2 (SURVEY BY OTHERS) 03/18/25 03/18/25 2. EXISTING CONDITIONS 2 OF 2 (SURVEY BY OTHERS) 03/18/25 EXISTING CONDITIONS 2 OF 2 (SURVEY BY OTHERS) 03/18/25 03/18/25 3. DRAINAGE IMPROVEMENT PLAN AND PROFILE 1 OF 4 06/16/25 DRAINAGE IMPROVEMENT PLAN AND PROFILE 1 OF 4 06/16/25 06/16/25 4. DRAINAGE IMPROVEMENT PLAN AND PROFILE 2 OF 4 06/16/25 DRAINAGE IMPROVEMENT PLAN AND PROFILE 2 OF 4 06/16/25 06/16/25 5. DRAINAGE IMPROVEMENT PLAN AND PROFILE 3 OF 4 06/16/25 DRAINAGE IMPROVEMENT PLAN AND PROFILE 3 OF 4 06/16/25 06/16/25 6. DRAINAGE IMPROVEMENT PLAN AND PROFILE 4 OF 4 06/16/25 DRAINAGE IMPROVEMENT PLAN AND PROFILE 4 OF 4 06/16/25 06/16/25 7. PAVEMENT AND STRIPING PLAN 1 OF 2 07/21/25 PAVEMENT AND STRIPING PLAN 1 OF 2 07/21/25 07/21/25 8. PAVEMENT AND STRIPING PLAN 2 OF 2 07/21/25 PAVEMENT AND STRIPING PLAN 2 OF 2 07/21/25 9. CONSTRUCTION DETAILS 1 OF 2 07/21/25 CONSTRUCTION DETAILS 1 OF 2 07/21/25 07/21/25 10. CONSTRUCTION DETAILS 2 OF 2 07/21/25CONSTRUCTION DETAILS 2 OF 2 07/21/2507/21/25
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VILLAGE OF NYACK ROCKLAND COUNTY, NEW YORK
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OWNER: VILLAGE OF NYACK 9 NORTH BROADWAY NYACK, NEW YORK 10960 (845) 358-4249
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MAYOR: JOSEPH RAND CLERK: LINDA DONNELLY TREASURER KYLE COIMBRA
AutoCAD SHX Text ATTORNEY DENNIS D. MICHAELS ADMINISTRATOR ANDY STEWART TRUSTEES: PASCALE JEAN-GILLES JOE CARLIN DONNA LIGHTFOOT COOPER NATHALIE RIOBE-TAYLOR
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ESTIMATED QUANTITIES
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BASE BID: NORTH SIDE OF HIGH AVE. & WEST SIDE OF N. FRANKLIN ST.
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MOBILIZATION
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1 LS
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24-INCH DIA. HDPE W/ STONE BEDDING
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1230 LF
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18-INCH DIA. HDPE W/ STONE BEDDING
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41 LF
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15-INCH DIA. HDPE W/ STONE BEDDING
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19" X 30" ELLIPTICAL PIPE W/ STONE BEDDING
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48 LF
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MANHOLES
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1 EA
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CATCH BASIN
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6 EA
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CATCH BASIN DOUBLE GRATE AND FRAME
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2 EA
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MODIFY DRAINAGE STRUCTURE, PLUG PIPE
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8 EA
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REMOVE CATCH BASINS
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2 EA
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CONCRETE CURB
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1006 LF
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168 SY
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SAWCUTTING PAVEMENT
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1700 LF
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MILLING, VARIABLE DEPTH, 2-INCH MAX
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4245 SY
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LEVELING, VARIABLE DEPTH AND PAVING, 2-INCH THICK TOP COURSE
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500 TON
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LINE STRIPING AND PAVEMENT MARKINGS, LONG LIFE, REFLECTORIZED PAINT
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1 LS
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TOPSOIL AND SEED RESTORATION
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346 SY
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BITUMINOUS DRIVEWAY RESTORATION
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60 SY
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ALT 1: WEST END OF HIGH AVE. & EAST SIDE OF MAIN ST.
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MILLING, VARIABLE DEPTH, 2-INCH MAX
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1677 SY
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LEVELING, VARIABLE DEPTH AND PAVING, 2-INCH THICK TOP COURSE
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200 TON
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LINE STRIPING AND PAVEMENT MARKINGS, LONG LIFE, REFLECTORIZED PAINT
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1 LS
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CENTER STREET
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TC 162.04 BC 161.60
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TC 161.71 BC 161.33
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TC 161.15 BC 160.82
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TC 160.93 BC 160.48
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MANHOLE RIM 160.22 INV 151.32
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B INLET TC 164.70 GR 164.07 INV 160.92
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AutoCAD SHX Text APPROXIMATE LOCATION OF 24" RCP PIPE. ACCORDING TO THE DPW THE TWO B-INLETS TIE INTO THIS PIPE.
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TC 162.20 BC 162.11
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MODIFY STRUCTURE. REMOVE & REPLACE PIPE. REVERSE FLOW DIRECTION AS SHOWN
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REMOVE AS NEEDED AND PLUG 24" RCP
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EXISTING PIPE TO BE REMOVED.
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LAMPHOLE (COVERED) RIM 156.19 INV 150.25
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B INLET TC 159.66 GR 158.94 INV 154.89
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AutoCAD SHX Text APPROXIMATE WATER LINE LOCATION AS PER SITE VISIT THE WATER PIPE 12" ASPER VILLAGE OF NYACK WATER DEPARTMENT.
AutoCAD SHX Text APPROXIMATE GAS LINE LOCATION AS PER SITE VISIT. THE GAS PIPE 6" AS PER VILLAGE OFNYACK WATER DEPARTMENT.
AutoCAD SHX Text APPROXIMATE LOCATION OF THE SEWER PIPE. THERE ARE NO VISIBLE MANHOLES ALONG THIS SANITARY RUN. ACCORDING TO THE DPW THERE ARE SMALLER PORTS ALONG THIS RUN WHICH WERE PAVED OVER NOW.
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BASE BID LIMIT
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REMOVE AS NEEDED AND PLUG 15" CLAY
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VERIFY LOCATION IN FIELD.
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REMOVE AND REPLACE CONCRETE CURB (TYP)
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TOPSOIL & SEED DISTURBED AREAS (TYP)
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MILLING 2" THICK VARIABLE DEPTH PAVING TOP COURSE 2" THICK (TYP)
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REMOVE AND REPLACE CONCRETE APRON AS NEEDED (TYP)
AutoCAD SHX Text ALT 1: MILLING, PAVING, AND STRIPING HIGH AVE TO START OF INTERCEPTION WITH N. MIDLAND AVE
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L=110'±15" HDPE S=5.23%
AutoCAD SHX Text EXISTING 6" GAS MAIN LOCATED AT NORTH HIGH AVENUE, BETWEEN THE STORM DRAINAGE AND SANITARY SEWER.
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MATCH LINE 1-1
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L=15'±15" HDPE
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INV 154.93' (EST.)
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INV 154.20' (EST.) STA 1+03
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EXISTING 12" WATER MAIN LOCATED AT SOUTH HIGH AVENUE
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STA 0+74 (APPROX) WATER SERVICE CONNECTION
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STA 0+88 (APPROX) GAS SERVICE CONNECTION
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STA 1+28 (APPROX) WATER SERVICE CONNECTION
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STA 3+53 (APPROX) WATER SERVICE CONNECTION FOR HYD
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STA 3+64 (APPROX) GAS SERVICE CONNECTION
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STA 4+17 (APPROX) (APPROX) (APPROX) GAS SERVICE CONNECTION
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STA 4+49 (APPROX) GAS SERVICE CONNECTION
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L=38'±15" HDPE
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AutoCAD SHX Text DRAINAGE PIPE GAS MAIN GAS SERVICE SANITARY SEWER PIPE 4" HOUSE CONNECTIONWATER MAIN ROOF LEADER FOOTING DRAIN TRENCH DRAIN TELEPHONE, ELECTRIC, GAS, CABLE , ELECTRIC, GAS, CABLE PAVEMENT SIDEWALK PROPERTY LINE EASEMENT LINE (UTILITY) EASEMENT LINE (CONSERVATION) (CONSERVATION) SETBACK LINE CURB INV IN/OUT PIPE INVERT PIPE INVERT STONE WALL CONCRETE WALL
AutoCAD SHX Text CLEAN OUT SANITARY SEWER MANHOLE CATCH BASIN OUTLET STRUCTURE DRAINAGE MANHOLE FLARE END SECTION LIGHT POLE SIGN HYDRANT STORZ FIRE DEPARTMENT CONNECTION WATER VALVE GAS VALVE SPOT ELEVATION
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CONTOUR
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TRANSFORMER
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TELEPHONE MANHOLE
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EXISTING GAS EXISTING WATER EXISTING GRADE EXISTING DRAINAGE EXISTING SEWER
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UTILITY PROFILE LEGEND
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PROJECT NO:
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DRAWN:
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CHECKED:
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TITLE:
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DISCLAIMER:
AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ALTERATION OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ALTERATION OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ADDITIONS TO THESE PLANS IS A VIOLATION OF THE TO THESE PLANS IS A VIOLATION OF THE TO THESE PLANS IS A VIOLATION OF THE THESE PLANS IS A VIOLATION OF THE THESE PLANS IS A VIOLATION OF THE PLANS IS A VIOLATION OF THE PLANS IS A VIOLATION OF THE IS A VIOLATION OF THE IS A VIOLATION OF THE A VIOLATION OF THE A VIOLATION OF THE VIOLATION OF THE VIOLATION OF THE OF THE OF THE THE THE N.Y.S. EDUCATION LAW, ARTICLE 145, SECTION 7209, SUBSECTION 2.
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GRAPHIC SCALE:
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HIGH AVENUE
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NYK-0217
AutoCAD SHX Text 10/02/2025
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DATE
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BY
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DESCRIPTION
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REV
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VILLAGE OF NYACK
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ROCKLAND COUNTY
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NEW YORK
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WESTON & SAMPSON, PE, LS, LA, ARCHITECTS, PC
AutoCAD SHX Text 74 Lafayette Avenue, Suite 501, Suffern, NY 10901 (845) 357-4411 WESTONANDSAMPSON.COM
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BRIAN A. BROOKER,
AutoCAD SHX Text N.Y.S. Lic. No. 60229
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PROFESSIONAL ENGINEER
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DRAINAGE IMPROVEMENT
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PLAN AND PROFILE 1 OF 4
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HL
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EM
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SCALE:1"=20'
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%%UPART PLAN
AutoCAD SHX Text UTILITY INFORMATION OBTAINED FROM SURVEY PREPARED BY BATISTIC GIS SURVEYING, LLC SUPPLEMENTED AS NOTED. 1. GAS: FIELD MARK OUTS FROM WATER DEPT. GAS: FIELD MARK OUTS FROM WATER DEPT. 2. WATER:FIELD MARK OUTS FROM NYACK DPW. WATER:FIELD MARK OUTS FROM NYACK DPW. 3. SEWER:NYACK SANITARY SEWER MAP FROM ORANGETOWN DEPT. OF ENVIRONMENTAL SEWER:NYACK SANITARY SEWER MAP FROM ORANGETOWN DEPT. OF ENVIRONMENTAL MANAGEMENT & ENGINEERING. THE INFORMATION IS APPROXIMATE AND SUBJECT TO FIELD VERIFICATION.
UTILITY INFORMATION OBTAINED FROM SURVEY PREPARED BY BATISTIC GIS SURVEYING, LLC SUPPLEMENTED AS NOTED. 1. GAS: FIELD MARK OUTS FROM WATER DEPT. GAS: FIELD MARK OUTS FROM WATER DEPT. 2. WATER:FIELD MARK OUTS FROM NYACK DPW. WATER:FIELD MARK OUTS FROM NYACK DPW. 3. SEWER:NYACK SANITARY SEWER MAP FROM ORANGETOWN DEPT. OF ENVIRONMENTAL SEWER:NYACK SANITARY SEWER MAP FROM ORANGETOWN DEPT. OF ENVIRONMENTAL MANAGEMENT & ENGINEERING. THE INFORMATION IS APPROXIMATE AND SUBJECT TO FIELD VERIFICATION.
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TC 150.81 BC 150.44
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TC 149.29 BC 148.87
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TC 148.24 BC 147.99
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TC 146.13 BC 145.76
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TC 143.68 BC 143.39
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TC 141.68 BC 141.32
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TC 140.05 BC 139.63
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TC 137.36 BC 137.06
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TC 134.19 BC 133.69
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TC 130.85 BC 130.33
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TC 126.45 BC 125.77
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TC 123.78 BC 123.25
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TC 115.48 BC 114.95
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TC 109.54 BC 109.03
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TC 101.88 BC 101.52
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TC 99.81 BC 99.63
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TC 151.90 BC 151.69
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TC 150.34 BC 149.84
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TC 147.02 BC 146.94
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TC 144.99 BC 144.54
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TC 142.83 BC 142.41
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TC 141.34 BD 140.99
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TC 137.65 BC 137.41
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TC 134.75 BC 134.42
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TC 130.80 BC 130.35
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TC 128.35 BC 127.85
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TC 126.08 BC 125.96
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TC 121.64 BC 121.39
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A INLET GR 106.63 INV 104.73 (IN) INV 104.03 (OUT)
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ASPHALT
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CONCRETE
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ASPHALT
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CONCRETE
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CONCRETE
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RR TIE WALL
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CH LINK FENCE
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GATE
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ROCK WALL
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ROCK WALL
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CURB
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BLOCK WALL
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BLOCK WALL
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CONC. WALL
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CONC. CURB
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TC 113.07 BC 112.65
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CONC.
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TC 110.82 BC 109.94
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HIGH AVENUE
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10" TREE
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6" TREE
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6" TREE
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6" TREE
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6" TREE
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6" TREE
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WV
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SPEED BUMP
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MATCH LINE 1-1
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MANHOLE (COVERED) RIM 126.05 INV 116.56
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MATCH LINE 2-2
AutoCAD SHX Text APPROXIMATE GAS LINE LOCATION AS PER SITE VISIT. THE GAS PIPE 6" AS PER VILLAGE OFNYACK WATER DEPARTMENT.
AutoCAD SHX Text APPROXIMATE WATER LINE LOCATION AS PER SITE VISIT THE WATER PIPE 12" AS PER VILLAGE OF NYACKWATER DEPARTMENT.
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MILLING 2" THICK VARIABLE DEPTH PAVING TOP COURSE 2" THICK (TYP)
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TOPSOIL & SEED DISTURBED AREAS (TYP)
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REMOVE AND REPLACE CONCRETE APRON AS NEEDED (TYP)
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REMOVE AND REPLACE CONCRETE CURB (TYP)
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MILLING 2" THICK VARIABLE DEPTH PAVING:TOP COURSE 2" THICK (TYP)
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REMOVE AND REPLACE CONCRETE APRON AS NEEDED (TYP)
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MATCH LINE 2-2
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MATCH LINE 1-1
AutoCAD SHX Text EXISTING 6" GAS MAIN LOCATED AT NORTH HIGH AVENUE BETWEEN THE STORM DRAINAGE AND SANITARY SEWER.
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EXISTING 12" WATER MAIN LOCATED AT SOUTH HIGH AVENUE
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CB B INLET (E) STA 0+17.48 RIM 88.21 INV 83.21
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STA 5+06 (APPROX) WATER SERVICE CONNECTION
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STA 5+33 (APPROX) GAS SERVICE CONNECTION
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STA 5+51 (APPROX) GAS SERVICE CONNECTION
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STA 5+89 (APPROX) WATER SERVICE CONNECTION
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STA 6+61 (APPROX) WATER SERVICE CONNECTION
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STA 6+44 (APPROX) GAS SERVICE CONNECTION
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STA 7+00 (APPROX) GAS SERVICE CONNECTION
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STA 7+60 (APPROX) GAS SERVICE CONNECTION
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STA 7+42(APPROX) WATER SERVICE CONNECTION
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STA 8+51 (APPROX) GAS SERVICE CONNECTION
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STA 8+47 (APPROX) GAS SERVICE CONNECTION
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STA 8+54 (APPROX) WATER SERVICE CONNECTION
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STA 8+80 (APPROX) GAS SERVICE CONNECTION
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STA 8+99 (APPROX) GAS SERVICE CONNECTION
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STA 8+89 (APPROX) WATER SERVICE CONNECTION
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STA 9+70 (APPROX) GAS SERVICE CONNECTION
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STA 9+15 (APPROX) WATER SERVICE CONNECTION
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CO
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GV
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WV
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AutoCAD SHX Text DRAINAGE PIPE GAS MAIN GAS SERVICE SANITARY SEWER PIPE 4" HOUSE CONNECTIONWATER MAIN ROOF LEADER FOOTING DRAIN TRENCH DRAIN TELEPHONE, ELECTRIC, GAS, CABLE , ELECTRIC, GAS, CABLE PAVEMENT SIDEWALK PROPERTY LINE EASEMENT LINE (UTILITY) EASEMENT LINE (CONSERVATION) (CONSERVATION) SETBACK LINE CURB INV IN/OUT PIPE INVERT PIPE INVERT STONE WALL CONCRETE WALL
AutoCAD SHX Text CLEAN OUT SANITARY SEWER MANHOLE CATCH BASIN OUTLET STRUCTURE DRAINAGE MANHOLE FLARE END SECTION LIGHT POLE SIGN HYDRANT STORZ FIRE DEPARTMENT CONNECTION WATER VALVE GAS VALVE SPOT ELEVATION
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LEGEND (PROPOSED)
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SANITARY MANHOLE / PIPE
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WATER LINE / VALVE
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GAS LINE/ VALVE
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UTILITY POLE
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CONTOUR
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CATCH BASIN/FIELD INLET
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DRAIN LINE
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SMH
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LEGEND (EXISTING)
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CB
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FI
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EDGE OF PAVEMENT
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CONCRETE CURB
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SPOT GRADE
AutoCAD SHX Text +141.5
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GV
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WV
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LIGHT POLE
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OVERHEAD WIRES
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OHW
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UNDERGROUND ELECTRIC
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UE
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IRRIGATION CONTROL VALVE/BOX
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TRANSFORMER
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EDGE OF WOODED AREA
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ICV
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TRANS
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TELEPHONE MANHOLE
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ICB
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BOUNDARY LINE
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WETLAND LINE AND FLAGS
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WLF-13A
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EXISTING GAS EXISTING WATER EXISTING GRADE EXISTING DRAINAGE EXISTING SEWER
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UTILITY PROFILE LEGEND
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PROJECT NO:
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DRAWING NO:
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DRAWN:
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DATE:
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CHECKED:
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TITLE:
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PROJECT:
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DISCLAIMER:
AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ALTERATION OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ALTERATION OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE OR ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ADDITIONS TO THESE PLANS IS A VIOLATION OF THE ADDITIONS TO THESE PLANS IS A VIOLATION OF THE TO THESE PLANS IS A VIOLATION OF THE TO THESE PLANS IS A VIOLATION OF THE THESE PLANS IS A VIOLATION OF THE THESE PLANS IS A VIOLATION OF THE PLANS IS A VIOLATION OF THE PLANS IS A VIOLATION OF THE IS A VIOLATION OF THE IS A VIOLATION OF THE A VIOLATION OF THE A VIOLATION OF THE VIOLATION OF THE VIOLATION OF THE OF THE OF THE THE THE N.Y.S. EDUCATION LAW, ARTICLE 145, SECTION 7209, SUBSECTION 2.
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GRAPHIC SCALE:
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HIGH AVENUE
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NYK-0217
AutoCAD SHX Text 10/02/2025
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DATE
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BY
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DESCRIPTION
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REV
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VILLAGE OF NYACK
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ROCKLAND COUNTY
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NEW YORK
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WESTON & SAMPSON, PE, LS, LA, ARCHITECTS, PC
AutoCAD SHX Text 74 Lafayette Avenue, Suite 501, Suffern, NY 10901 (845) 357-4411 WESTONANDSAMPSON.COM
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BRIAN A. BROOKER,
AutoCAD SHX Text N.Y.S. Lic. No. 60229
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PROFESSIONAL ENGINEER
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DRAINAGE IMPROVEMENT
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PLAN AND PROFILE 2 OF 4
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HL
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EM
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SCALE:1"=20'
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%%UPART PLAN
AutoCAD SHX Text UTILITY INFORMATION OBTAINED FROM SURVEY PREPARED BY BATISTIC GIS SURVEYING, LLC SUPPLEMENTED AS NOTED. 1. GAS: FIELD MARK OUTS FROM WATER DEPT. GAS: FIELD MARK OUTS FROM WATER DEPT. 2. WATER:FIELD MARK OUTS FROM NYACK DPW. WATER:FIELD MARK OUTS FROM NYACK DPW. 3. SEWER:NYACK SANITARY SEWER MAP FROM ORANGETOWN DEPT. OF ENVIRONMENTAL SEWER:NYACK SANITARY SEWER MAP FROM ORANGETOWN DEPT. OF ENVIRONMENTAL MANAGEMENT & ENGINEERING. THE INFORMATION IS APPROXIMATE AND SUBJECT TO FIELD VERIFICATION.
UTILITY INFORMATION OBTAINED FROM SURVEY PREPARED BY BATISTIC GIS SURVEYING, LLC SUPPLEMENTED AS NOTED. 1. GAS: FIELD MARK OUTS FROM WATER DEPT. GAS: FIELD MARK OUTS FROM WATER DEPT. 2. WATER:FIELD MARK OUTS FROM NYACK DPW. WATER:FIELD MARK OUTS FROM NYACK DPW. 3. SEWER:NYACK SANITARY SEWER MAP FROM ORANGETOWN DEPT. OF ENVIRONMENTAL SEWER:NYACK SANITARY SEWER MAP FROM ORANGETOWN DEPT. OF ENVIRONMENTAL MANAGEMENT & ENGINEERING. THE INFORMATION IS APPROXIMATE AND SUBJECT TO FIELD VERIFICATION.
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NORTH FRANKLIN STREET
AutoCAD SHX Text #27
AutoCAD SHX Text #29
AutoCAD SHX Text #35
AutoCAD SHX Text #106
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TC 109.54 BC 109.03
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TC 107.48 BC 107.26
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TC 104.45 BC 104.10
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TC 101.88 BC 101.52
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TC 99.81 BC 99.63
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TC 98.89 BC 98.36
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TC 97.97 BC 97.50
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TC 96.97 BC 96.60
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TC 96.57 BC 96.42
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TC 98.00 BC 90.50
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TC 98.91 BC 98.46
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TC 99.91 BC 99.46
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TC 96.19 BC 95.84
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TC 96.30 BC 96.09
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TC 96.40 BC 96.30
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TC 94.58 BC 94.27
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TC 94.15 BC 93.63
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TC 93.57 BC 93.18
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TC 94.14 BC 93.74
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TC 94.88 BC 94.47
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TC 95.43 BC 95.00
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TC 96.22 BC 95.72
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TC 108.125 BC 107.79
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TC 107.23 BC 106.85
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TC 105.00 BC 104.92
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TC 105.04 BC 104.72
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TC 103.28 BC 102.84
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TC 101.70 BC 101.16
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TC 99.75 BC 99.25
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TC 98.74 BC 98.00
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TC 97.28 BC 96.99
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TW 108.34 BW 108.07
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TW 106.60 BW 106.03
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TW 104.98 BW 104.35
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BW 99.83
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BW 99.46
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BW 97.74
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BW 97.65
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TW 98.37 BW 97.47
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TW 98.71 BW 97.78
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TW 99.49 BW 98.25
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TW 100.05 BW 99.37
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TW 100.99 BW 100.34
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SPRINKLER
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SPRINKLER
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ROOF LEADER
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ASPHALT
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PAVERS
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PAVERS
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MANHOLE RIM 97.01 INV 87.06
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MANHOLE RIM 96.52 INV 91.52
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NY TELEPHONE CO MH RIM 96.07
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MANHOLE RIM 95.92 INV 85.52
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MANHOLE RIM 92.68 INV 89.88 (IN) INV 89.73 (OUT)
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A INLET GR 106.63 INV 104.73 (IN) INV 104.03 (OUT)
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A INLET GR 106.10
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B INLET TC 97.58 GR 96.98 INV 94.33 (IN) INV 94.13 (OUT)
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B INLET TC 97.37 GR 96.55 INV 94.70 (12" CMP IN) INV 94.55 (12" CLAY OUT)
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A INLET GR 96.27 INV 94.07 (IN) INV 94.27 (OUT)
AutoCAD SHX Text B INLET TC 95.33 GR 94.53 INV 92.33 (15" IN) INV 91.13 (12" IN) INV 91.03 (12" OUT)
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A INLET GR 94.17 INV 92.57 (6" PVC IN) INV 91.22 (18" RCP OUT)
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TC 95.71 BC 95.40
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TC 95.11 BC 94.76
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6" PVC
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18" RCP
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CONCRETE WALK
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15" ± SAN. PIPE
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15" CMP
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15" CMP
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24" RCP
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12" RCP
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12" CLAY
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6" PVC INV 91.90
AutoCAD SHX Text 12" ±
AutoCAD SHX Text 12" ±
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18" CMP
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18" CMP
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15" CMP
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12" CLAY
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12" CMP
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COMMUNICATION CONDUIT
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TC 97.96 BC 97.57
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TC 97.24 BC 97.05
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TC 97.32 BC 97.08
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HEDGE
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CH. LINK FNC
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TC 98.77 BC 98.28
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TC 99.62 BC 99.30
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GRASS
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CH. LINK FNC
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CONC. WALK
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ASPHALT
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ASPHALT
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GRASS
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CONCRETE WALK
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BLOCK WALL
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CONCRETE
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ASPHALT
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CONCRETE
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ASPHALT
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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COMMUNICATION CONDUIT
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GRASS
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HIGH AVENUE
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6" TREE
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WV
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WV
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WV
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6" DRAIN / NO VISIBLE PIPE COMING INTO THE CATCH BASIN.
AutoCAD SHX Text B INLET TC 96.92 GR 96.26 INV 93.56 (18" IN) INV 94.26 (15" IN) INV 93.46 (18" OUT)
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WV
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GV
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GV
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GV
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GV
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GV
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WV
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WV
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9" STEP 92.25 TS 91.50 BS
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WV
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GV
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GV
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MATCH LINE 2-2
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EXISTING STRUCTURE TO BE REMOVE
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EXISTING PIPE TO BE REMOVED AND REPLACED.
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MATCH LINE 2-2
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APPROXIMATE WATER LINE LOCATION AS PER SITE VISIT. 12" WATER PIPE ASSUMED.
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APPROXIMATE GAS LINE LOCATION AS PER SITE VISIT. 6" GAS PIPE ASSUMED.
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DMH HIGH W/N FRANK RIM 96.16 INV 93.45 (18" IN) INV 91.47 (24" OUT)
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BASE BID LIMIT
AutoCAD SHX Text EXISTING STRUCTURE TO REMAIN. PLUG CLAY PIPE. REMOVE AND REPLACE CMP PIPE. MODIFY AS NEEDED.
AutoCAD SHX Text EXISTING STRUCTURE TO BE REMOVED. PLUG 12" CLAY PIPE. SAWCUT, REMOVE AND REPLACE SIDEWALK & CURB AS NEEDED
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EXISTING PIPE TO REMAIN
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MODIFY CB. ADD NEW FRAME & DOUBLE GRATE
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MODIFY CB, ADD NEW FRAME & DOUBLE GRATE
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EXISTING STRUCTURE TO BE REMOVED AND REPLACED
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MODIFY STRUCTURE AS NEEDED
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EXISTING PIPE TO BE REMOVED AND REPLACED
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EXISTING PIPE TO BE REMOVED AND REPLACED
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REMOVE AND REPLACE CURB AS NEEDED
AutoCAD SHX Text
REMOVE AND REPLACE CONCRETE CURB (TYP)
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MILLING 2" THICK VARIABLE DEPTH PAVING:TOP COURSE 2" THICK (TYP)
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REMOVE AND REPLACE CONCRETE APRON AS NEEDED (TYP)
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ADA RAMPS TO REMAIN
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ALT 1 LIMIT
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ALT 1 LIMIT
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CO
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GV
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WV
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AutoCAD SHX Text DRAINAGE PIPE GAS MAIN GAS SERVICE SANITARY SEWER PIPE 4" HOUSE CONNECTIONWATER MAIN ROOF LEADER FOOTING DRAIN TRENCH DRAIN TELEPHONE, ELECTRIC, GAS, CABLE , ELECTRIC, GAS, CABLE PAVEMENT SIDEWALK PROPERTY LINE EASEMENT LINE (UTILITY) EASEMENT LINE (CONSERVATION) (CONSERVATION) SETBACK LINE CURB INV IN/OUT PIPE INVERT PIPE INVERT STONE WALL CONCRETE WALL
AutoCAD SHX Text CLEAN OUT SANITARY SEWER MANHOLE CATCH BASIN OUTLET STRUCTURE DRAINAGE MANHOLE FLARE END SECTION LIGHT POLE SIGN HYDRANT STORZ FIRE DEPARTMENT CONNECTION WATER VALVE GAS VALVE SPOT ELEVATION
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LEGEND (PROPOSED)
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