2-PLAN SET - 2026 Sewer and Drain Improvement Project 12May26.pdf
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- Attached to
- 2026 Sewer & Drain Improvement Project
- Solicitation number
- IFB0779-060926
- Issued by
- Hillsborough County, New Hampshire
About this file
2026 Sewer & Drain Improvement Project Plan Set
This plan set document is prepared for the City of Nashua, New Hampshire Division of Public Works and contains detailed engineering drawings and specifications for the 2026 Sewer & Drain Improvement Project. The project encompasses sewer and drain system improvements across four primary locations: Middle Dunstable Road, Hills Ferry Road, Dunloggin Road, and 167 Cypress Lane. The scope of work includes pipeline and structure replacement, new manhole and catch basin installations, perforated underdrain systems, pavement restoration, and miscellaneous sewer and drain trench patching. The plan set, prepared by IMEG Corp. and dated May 12, 2026, consists of nine detailed sheets featuring vicinity plans, drainage plans and profiles for each project area, standard sewer construction details, and utility coordination notes. Specific improvements include installation of new 4-foot diameter drain manholes, replacement of existing deteriorated pipes ranging from 8 to 30 inches in diameter with new PVC, ADS HP storm, and corrugated polyethylene pipe, installation of specialized catch basins with stainless steel grates on Chinook Road, and comprehensive site restoration including turf establishment and sediment control measures.
The project documentation indicates comprehensive utility coordination requirements, with notations referencing existing water, gas, sewer, and drainage infrastructure that require verification prior to construction. All underground utilities depicted in the plans are noted as located from field survey information with the acknowledgment that the surveyor makes no guarantee of completeness or exact location of all utilities. The plans specify standard construction practices for trench sections, bedding materials, pipe installation, and manhole construction conforming to New Hampshire Department of Transportation standards and ASTM specifications. Benchmark elevations are referenced using NAVD88 datum and NH State Plane coordinates. The project documentation requires contractors to contact Dig Safe 72 hours prior to construction and includes detailed specifications for material selection, compaction requirements, concrete encasement where required, and environmental controls including silt sack and turf establishment provisions.
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| 1-IFB0779-060926-BID PACKAGE-2026 Sewer and Drain Improvement Project.pdf |
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2026 SEWER & DRAIN IMPROVEMENT PROJECT
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CITY OF NASHUA, NEW HAMPSHIRE
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VICINITY PLAN
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CITY OF NASHUA
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PREPARED FOR
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848 WEST HOLLIS STREET NASHUA, NH 03062 (603) 589-3120
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DIVISION OF PUBLIC WORKS
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MAYOR
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HONORABLE JAMES DONCHESS
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BOARD OF PUBLIC WORKS
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DIRECTOR OF PUBLIC WORKS
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LISA FAUTEUX
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CITY ENGINEER
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DANIEL HUDSON, P.E.
AutoCAD SHX Text JAMES DONCHESS - CHAIR SHANNON SCHONEMAN JUNE LEMEN DR. KEVIN S. MORIARTY PAUL SHEA ALDERMAN MICHAEL O'BRIEN ALDERMAN ERNEST JETTE (ALT)
AutoCAD SHX Text J:\_IMEG\2025\25025136.01\DESIGN\CIVIL\C3D\RECORD\2026 S&D REP\25025136 COVER.DWG
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12 MAY 2026
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INDEX OF PLANS
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TITLE
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ã IMEG Corp.
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AutoCAD SHX Text
VICINITY PLAN
AutoCAD SHX Text
NOTES AND LEGEND
AutoCAD SHX Text S
AutoCAD SHX Text
SIGN
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FENCE
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CURBING
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AutoCAD SHX Text x100.5
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TREE LINE
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UTILITY POLE WITH LIGHT
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SANITARY SEWER & MANHOLES
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EXISTING SPOT ELEVATION
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EXISTING GROUND CONTOUR
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GENERAL LEGEND
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STREET ADDRESS
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SEWER LINE STATIONING
AutoCAD SHX Text 20+00
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GUARD RAIL
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RETAINING WALL
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EXISTING SEWER LINE
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EXISTING SEWER SERVICE LINE
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EXISTING
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PROPOSED
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PAVEMENT PATCH
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DRAIN LINE & STRUCTURES
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GAS LINE
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WATER LINE
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TREE
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FIRE HYDRANT
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UTILITY POLE
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PROPOSED CATCH BASIN
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PROPOSED SEWER MANHOLE
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EXISTING SEWER MANHOLE
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EXISTING CATCH BASIN
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(PLAN/PROFILE VIEW)
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(PLAN/PROFILE VIEW)
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(PLAN/PROFILE VIEW)
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(PLAN/PROFILE VIEW)
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PROPOSED DRAIN LINE
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WATER GATE VALVE
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GAS GATE VALVE
AutoCAD SHX Text THE UNDERGROUND UTILITIES DEPICTED HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR PLOTTED FROM EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES DEPICTED COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND PORTIONS OF THE UTILITIES.
AutoCAD SHX Text
UTILITY NOTE
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1-888-DIG SAFE
AutoCAD SHX Text 1-888-344-7233
AutoCAD SHX Text digsafe.com
AutoCAD SHX Text DIAL 811 or
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CONTACT DIG SAFE 72 HOURS PRIOR TO CONSTRUCTION
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PROPOSED SEWER SERVICE
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PROPOSED COUPLING
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(PLAN/PROFILE VIEW)
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BY
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REVISION
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DATE
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25025136 S&D TIT.DWG
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FIELD BOOK:
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J:\_IMEG\2025\25025136.01\DESIGN\CIVIL\C3D\RECORD\2026 S&D REP
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DRAWING NAME:
AutoCAD SHX Text
DRAWING LOC:
AutoCAD SHX Text
OF
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PREPARED FOR:
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DIVISION OF PUBLIC WORKS
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848 WEST HOLLIS STREET NASHUA, NEW HAMPSHIRE 03062 (603) 589-3120
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CITY OF NASHUA
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IMPROVEMENT PROJECT
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
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12 MAY 2026
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AutoCAD SHX Text 25025136.01
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2026 SEWER & DRAIN
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MINE
AutoCAD SHX Text
MILL POND
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CEMETERY (OLD)
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ST. LOUIS DE GONZAGUE
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ELEMENTARY SCHOOL
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MAIN DUNSTABLE RD
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YUDICKY FARM
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GILSON CEM.
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FOUR HILLS
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TRAILER PARK
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RODGERS
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BROOK
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PARK
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TRAILER
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ST. LOUIS DE GONZAGUE
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LANDFILL AREA
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SANITARY
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CEMETERY (NEW)
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PITARY'S
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COLD
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NASHUA
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FIRE
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STATION
AutoCAD SHX Text
CITY LINE
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RIVER
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SANCTUARY
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WILDLIFE
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HOWE
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BROAD ST.
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SCHOOL
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ELEM.
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ELEM.
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BIRCH HILL
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SCHOOL
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ISLAND
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MINE
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LINCOLN PARK
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FIRE
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POND
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HORSE
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NASHUA MUNICIPAL AIRPORT
AutoCAD SHX Text
COLLEGE
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WEBSTER
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DANIEL
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COBURN
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WOODS
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PLAZA
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STATION
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ELEV. 193
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BOIRE FIELD
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ROUND
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SOMERSET
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POND
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COLLEGE
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N.H. TECHNICAL
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MOBILE HOME PARK
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THORNTON VILLAGE
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DAM
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SCHOOL
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ELEM.
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TENNIAL
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BICEN-
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GUERTIN
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ELEMENTARY SCHOOL
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NEW SEARLES RD
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KIRKPATRICK
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BETH
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CEMETERY
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ABRAHAM
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FAIRGROUNDS
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CONTROL CENTER
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AIR TRAFFIC
AutoCAD SHX Text
U.S. GOVERNMENT - F.A.A.
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MIDDLE SCHOOL
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HASSEL
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HIGH SCHOOL
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BROOK
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ST. JOSEPH'S
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ELEM. SCHOOL
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FAIRGROUNDS
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HOSPITAL
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COMMON
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SOUTH
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ERION
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PARK
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POND
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SANDY
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SALMON BROOK
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FIRE
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STA.
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CEMETERY
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EVERGREEN
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COLLEGE
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RIVIER
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MAIN
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SALMON
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FIELD'S
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GROVE
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MIDDLE
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ELM ST.
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STREET
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BROOK
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MERRIMACK
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CEMETARY
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OLD SOUTH
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ARMORY
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GUARD
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NATIONAL
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SALMON BROOK
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PLANT
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SEWAGE
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HUDSON
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SCHOOL
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ELEMENTARY
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SUNSET HEIGHTS
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RIVER
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COUNTRY
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NASHUA
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CLUB
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UNITED STATES GOVERNMENT
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FISH HATCHERY
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WILDLIFE SANCTUARY
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TREATMENT
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RIVER
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BOSTON & MAINE
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SCHOOL
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HIGH
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NASHUA
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MEMORIAL
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CANAL
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PARK
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NASHUA MALL
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PARK
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FALLS
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NASHUA
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CEMETERY
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WOODLAWN
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CANAL
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RIVER
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BOSTON & MAINE
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ST. STANISLAUS
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CEMETERY
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BROOK
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ST. FRANCIS XAVIER
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CEMETERY
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ELEM.
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SCHOOL
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MT.PLEASANT
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COVE
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CEMETERY
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EDGEWOOD
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SCHOOL
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ELEM.
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STATION
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FIRE
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STADIUM
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HOLMAN
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NASHUA
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CITY HALL
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NH REGIONAL
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MED CENTER
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PLAY-
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GROUND
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GREELEY
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HARRIS
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DAM
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PENNICHUCK
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POND
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DAM
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TO MANCHESTER
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CITY LINE
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BROOK
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STATION
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FIRE
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ROUSSELL
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MEMORIAL
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FIELD
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MERRIMACK
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RIVER
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HUDSON
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LITCHFIELD
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SOUTHERN
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NASHUA
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PUBLIC
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LIBRARY
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BISHOP
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BROOK
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COBURN
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POND
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JOYCE PARK
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PARK
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AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
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LEDGE ST.
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ELEM.
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PENNICHUCK
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SCHOOL
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DR. CRISP
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ELEM
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SCHOOL
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CHARLOTTE
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AVE.
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ELEM.
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SCHOOL
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MIDDLE SCHOOL
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PROCTOR
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PARK
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BOWERS POND
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HARRIS POND
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AMHERST ST.
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STADIUM
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STELLOS
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SOUTH
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SCHOOL
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HIGH
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NASHUA
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NORTH
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PARK
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MARKET
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PLACE
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SCHOOL
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NASHUA TECHNOLOGY PARK
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MERRIMACK
RIVER
ã IMEG Corp.
3 CONGRESS STREET
NASHUA, NH 03062
PH: 603.883.2057
www.imegcorp.com
.A
.D . 1983 N
H S
TA
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P
LA
N E
201010
8060402020
0 FEET
METERS
SCALE: 1"=20 Feet
1"=6.096 Meters
3'-6"
1/2" X 3" STAINLESS
STEEL BARS @ 4" O.C.
3/4" ROUND GALVANIZED
STEEL BARS @ 12" O.C.
PLACED THOUGH 7/8"
DRILLED HOLES IN 1/2" X 3"
GALVANIZED STEEL BARS5'
-3
SPECIAL CATCH BASIN -CHINOOK RD
SCALE: 1/2" = 1'-0"
FRONT ELEVATION STANILESS STEEL GRATE DETAILSIDE ELEVATION
2' SUMP
INV. = 179.0
ß 18" HP STORM
PIPE
EL. = 177.0
EL. = 183.0
STAINLESS STEEL GRATE
6" (TYP)
6" (TYP)
EL. = 177.0
EL. = 183.0
2' SUMP
18" RCP
STAINLESS
STEEL GRATE
5'-0" 4'-0"
INV. = 179.0 ß 8" PERF. CORR.
PE PIPE
8" UD
EL. = 182.75
EL. = 181.0
EL. = 180.7
1/2" X 2" STAINLESS
STEEL BOLT, WASHER
& 2" THREADED INSERT
4 5/32'
7-1/2"
7-1/2"
3-1/2" X 3-1/2" X 3/8"
GALVANIZED STEEL
ANGLE IRON
DRILL 5/8" HOLE FOR
1/2" X 2" STAINLESS STEEL
BOLT, WASHER AND
2" THREADED INSERT
(4 PLACES)
4 5/32'
FABRIC FILTER MIRAFI, 140N OR APPROVED EQUAL
(PLACED ON SIDES AND TOP ONLY)
3/4" CRUSHED STONE (TYP.)
8" PERFORATED CORRUGATED
POLYETHYLENE PIPE
SUITABLE MATERIAL
AS DETERMINED BY THE
GEOTECHNICAL ENGINEER36" MIN
TYPICAL TRENCH SECTION
ITEM 605.58 - PERFORATED CORRUGATED
POLYETHYLENE UNDERDRAIN
NOT TO SCALE
8" M
IN
12"
26"
MIN.
COMPACTED
IN 12" LAYERS
(95% COMPACTION BY
ASTM D-1557 METHOD C)
CLEAN
GRANULAR
FILL
6"
RIP RAP STONE
(SEE DETAIL)
12"
ITEM 583.3 RIPRAP (TYPE III)
ITEM 593.213 GEOTEXTILE FABRIC
(SEPARATION CLASS 1)
ACCEPTABLE SUBGRADE AS
DETERMINED BY THE ENGINEER
NOT TO SCALE
2'
MIN
3.0'
WIDTH
(SEE PLAN)
RIPRAP SWALE DETAIL
BENCHMARK
MAGS
ELEV = 178.41
(NAVD88)
16" 12"
16"
8"
10"
10"
18"
18"
8"
16"
S
EO
P
EXISTING
BUILDING
PO
R
C H
GM
EM
PAVED
DRIVE
12" RCP
12" RCP
12" R
CP
8" PVC
SG
C
SGC
CB D9093
RIM = 176.84
INV. IN = 170.84±
INV. OUT= 169.22
SUMP = 166.84
SGC SMH S3960
RIM = 180.19
INV. OUT= 172.62 (S3964)
SHELF = 175.19
GRASS
6" HDPE
6" H
DP
E
5 17
180179
4 20
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G(d) G(d)
G (d
2" C
S
0.75" PE
G (b)
G(b
G(b)
G(b)
0.75" PE
UG
C( b)
UGC(b
UGC(b)
UGE(b)
UGE(b)
D
REMOVE CATCH BASIN
AND 15 LF OF 12" RCP
INSTALL NEW 4' DIA
DRAIN MANHOLE
RIM = 181.5±
INV. IN = 178.40
INV. OUT = 172.77
INSTALL 18" HP STORM PIPE
12 LF S = 0.05
INSTALL SPECIAL CATCH BASIN
(SEE DETAIL FOR ELEVATIONS)
EM
INSTALL 8" PERFORATED
CORRUGATED POLYETHYLENE
UNDER DRAIN
30 LF S = 0.02
INV. IN = 179.60
INV-OUT = 179.00
INSTALL 12" HP STORM PIPE
WITH COUPLING
3 LF S = 0.027
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text No.
AutoCAD SHX Text File Number
AutoCAD SHX Text
25025136 CHINOOK.DWG
AutoCAD SHX Text
FIELD BOOK:
AutoCAD SHX Text
J:\_IMEG\2025\25025136.01\DESIGN\CIVIL\C3D\RECORD\2026 S&D REP
AutoCAD SHX Text
DRAWING NAME:
AutoCAD SHX Text
DRAWING LOC:
AutoCAD SHX Text
OF
AutoCAD SHX Text
PREPARED FOR:
AutoCAD SHX Text
DIVISION OF PUBLIC WORKS
AutoCAD SHX Text
848 WEST HOLLIS STREET NASHUA, NEW HAMPSHIRE 03062 (603) 589-3120
AutoCAD SHX Text
CITY OF NASHUA
AutoCAD SHX Text
IMPROVEMENT PROJECT
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
12 MAY 2026
AutoCAD SHX Text
AutoCAD SHX Text 25025136.01
AutoCAD SHX Text
2026 SEWER & DRAIN
AutoCAD SHX Text
CHINOOK ROAD
AutoCAD SHX Text
DRAINAGE PLAN
AutoCAD SHX Text
CHINOOK ROAD
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text R.O.W.
EXISTING DRAINAGE EASEMENT
NASHUA, NH 03062
PH: 603.883.2057
www.imegcorp.com
N.A.D . 1
H STATE PLANE
201010
8060402020
0 FEET
METERS
SCALE: 1"=20 Feet
1"=6.096 Meters
CYPRESS LANE SEWER
Horizontal Scale: 1" = 20'
Vertical Scale: 1" = 4'
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+25
STA -0+00
SMH S6964 (EXIST)
RIM = 160.4+/-
(5' DIA)
INV IN = 146.75 (SMH 1 (NEW))
INV IN = 146.87 ()
INV IN = 145.70 ()
INV OUT = 145.84
STA 3+82
SMH S6884 (NEW)
RIM = 154.5+/-
(4' DIA)
INV IN = 149.50 (SMH S6886)
INV OUT = 148.90
212'-8" PVC (SDR 35) S = 0.0043
147'-8" PVC (SDR35) S=0.0065
EXISTING GROUND
(TYP)
INV IN = 146.75 (SMH1(NEW))
(SMH 1(NEW)) (SMH S6883 NEW))
INV IN = 145.70 (SMH S6965)
A P
P R
O X
8" W
A
TE
R
STA 2+35
SMH S6883 (NEW)
RIM = 152.5+/-
(4' DIA)
INV IN = 147.95 (SMH S6884 (NEW))
INV OUT = 147.85
EXIST. 8" AC SEWER
EXIST. 8" AC SEWER
EXIST. 10" AC SEWER
STA 0+23
SMH 1 (NEW)
RIM = 159.7+/-
(4' DIA)
INV IN = 146.95 (SMH S6883 (NEW))
INV OUT = 146.85
'-8
" P
VC
(S D
R
S=
0.
(6" )
(SMH S6895)
PROPOSED
SEWER SERVICE
27 DUNLOGGIN ROAD
INV. IN = 148.8
PROPOSED
SEWER SERVICE
169 CYPRESS LANE
INV. IN = 147.85
PROPOSED
NEW GAS SERVICE
PROPOSED
NEW WATER SERVICE
PROPOSED
SEWER SERVICE
29 DUNLOGGIN ROAD
INV. IN = 149.7
21' - 8" PVC (SDR35)
MATCH EXISTING SLOPE
S
S(c)
18" 15 TWIN
12"
12"
18"
18"
16"
18" 18 12 12
3"
24"
14"
5"
D
S
EOP
LSA
BK W
K
EOP
EOP
DMH D249
RIM = 160.24
INV. IN = 156.9 +/- (12") (SE)
INV. IN = 156.1 +/- (12") (SW)
INV. IN = 142.21 (30") (N)
INV. IN = 141.96 (30") (W)
INV. OUT= 142.0 +/- (E)
SUMP = NOT MEASURED
S(c)
S(d)
30" RCP
SMH S6866
RIM = 159.79
INV. IN = 145.21 (W)
INV. OUT= 145.03 (E)
SHELF = 147.47
TMH S6895
RIM = 159.92
INV. IN = 146.64 (8" AC)
INV. IN = 146.44 +/- (8" CLAY)
INV. IN = 145.70 (21") (W)
INV. OUT= 145.69 (21") (E)
SHELF = 147.3 +/-
D
D(d)
D(c)
D(c)
D (c
30" RCP
DMH 250
RIM = 152.46 (BURIED)
INV. IN = 143.26
INV. OUT= 142.54
SUMP = 142.7 +/-
18" RCP
INV. IN = 143.46
STF
ST
F
30" R
CP
42" RCP
30" RCP
21" RCP
21" RCP
30" R
CP
10" A C
S(c)
8" AC
IB
PAVED
RIVEWAY
IRRIGATION
BOX (TYP)
UP 4-1
BCC
UP 25T
IH
IB
OHW
OHW
O H
W
OHW
OHW
W(d)
IRRIGATION
CONNECTION
GF = 155.25
GF = 155.25
GG
MOVABLE
BASKET BALL
HOOP
GAS METER
D
STF
SHED
SH
ED
RW-CC
W O
O D
RA
M
P
UGE POST
WITH OUTLET
PE
AS
TO
NE
P
AT
IO
RW-WD
RW-WD
SHED
AC
AC
RW
-W
D
DMH D247 (WITH SEWER COVER)
RIM = 153.81
INV. IN = 148.93 (12") (RCP)
INV. OUT= 148.83 (12") (C.I.)
SUMP = 149.7 +/-
" R
C P
UGU CONDUIT
D(d)
S(d) 6"
21" RCPS(d)
152.6
154.8
159.7
160.2
160.4
159.7
CLF
ST
F
DECK
(GIS)
PAVED
DRIVEWAY
EXISTING DWELLING
DECK
(GIS)
EXISTIN
G
D W
ELLIN
G
(G
IS)
EXISTING DWELLING
SHED (GIS)
SMH S6884
RIM = 155.23
INV. IN = 149.43
INV. OUT= 149.23
NO SHELF
OHW
12" RCP
12" R C
P
8" AC
S
S
8" PVC (SDR 35)
SMH S6883 (NEW)
8" P
VC (S
DR 35)
SMH S6964 (EXIST)
TREELINE
153.0
153.9
153.6
153.3
153.6
153.1
153.1 153.2
2.8
153.9
152.6
152.2
152.5
152.8
154.1
153.7
152.7 152.8
152.2
3.2
153.6
D(d) MB
OHW
OHW
D D(d)
D (d)
D (d)
12" R C
P
12" RCP
LVL (d)
SEWER & DRAIN EASEMENT
(SEE SA-1217 DATED 8/8/93)
SEWER & DRAIN EASEMENT
(SEE SA-1217 DATED 8/8/93)
SMH S6884 (NEW)
REPAIR PEA STONE
PATIO IF DAMAGED
DURING PIPE
INSTALLATION
PAINT BASKETBALL
LINE WORK AFTER
FINAL PAVEMENT OF
DRIVEWAY
S(c)
S(c)
S(c)
S(d)
S(d)
S
S
S
10" A C
SS(a) SS(b)
SS(b)
UGE POST
WITH OUTLET
UGE(b)
5" AC SEWER
TOP PIPE = 149.94
APPROX INV = 149.5±
5" AC SEWER
TOP PIPE = 150.33
G(b)
G(b)
G(b)
G(b)
G(b)
BCC
SS
(b
ABOVE
GROUND
POOL
W (b)
W (b)
W(b) 20" BUTTERNUT
20" BUTTERNUT
S
REMOVE EXIST SMH
REMOVE 25 LF OF 8" AC SEWER PIPE
PLUG WESTERLY EXISTING 8" AC
SEWER PIPE
PROP. 6" SDR35 PVC
SEWER SERVICE
17 LF S = 0.0597
RR TIE
CRUSHED
STONE
SS
INV. = 150.0
PROP. 6" SDR35 PVC
SEWER SERVICE &
COUPLING
5 LF S = 0.180
SMH 1 (NEW)
RECONSTRUCT DRIVEWAY
PAVEMENT
(SEE DETAIL)
W(b)
W(b)
W(b)
W(b)
159.89
CHK 4014
WS
WS
WS
G
G
G
G
G
PROPOSED WATER & GAS
SERVICES TO BE RELOCATED BY
INDIVIDUAL UTILITIES PRIOR TO
CONSTRUCTION
IRRIGATION
HEAD
S
SS(d)
8" PVC WITH COUPLING
REMOVE EXIST SMH
PLUG SEWER PIPES
PROP. 6" SDR35 PVC SEWER SERVICE
WITH COUPLING
12 LF S = MATCH EXISTING
SS
8" C T
(PLUG)
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text No.
AutoCAD SHX Text File Number
AutoCAD SHX Text
25025136 CYPRESS.DWG
AutoCAD SHX Text
FIELD BOOK:
AutoCAD SHX Text
J:\_IMEG\2025\25025136.01\DESIGN\CIVIL\C3D\RECORD\2026 S&D REP
AutoCAD SHX Text
DRAWING NAME:
AutoCAD SHX Text
DRAWING LOC:
AutoCAD SHX Text
OF
AutoCAD SHX Text
PREPARED FOR:
AutoCAD SHX Text
DIVISION OF PUBLIC WORKS
AutoCAD SHX Text
848 WEST HOLLIS STREET NASHUA, NEW HAMPSHIRE 03062 (603) 589-3120
AutoCAD SHX Text
CITY OF NASHUA
AutoCAD SHX Text
IMPROVEMENT PROJECT
AutoCAD SHX Text
SHEET
Auto…
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