NOTES: GENERAL NOTES
1. THE PURPOSE OF THIS PLAN IS TO .....
VERTICAL GRANITE—————#—
CURB OR EDGE OF
VERTICAL GRANITE TRANSITION
CURB (SEE DETAIL) 1. CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THE MORE STRINGENT OF THE LATEST VERSION OF THE
PAVEMENT (SEE DETAIL)
CURB 12: 4 NHDOT STANDARD SPECIFICATIONS AND CURRENT STANDARD PLANS, OR CITY OF NASHUA, DIVISION OF
PUBLIC WORKS STANDARD SPECIFICATIONS, CURRENT STANDARD PLANS, SUPPLEMENTAL SPECIFICATIONS
AND SPECIAL PROVISIONS INCLUDED IN THE PROPOSAL.
12:1
5 FOOT SIDEWALK ‘\\ 5°(TYPICAL) 2. OVERHEAD AND UNDERGROUND ELECTRICAL AND COMMUNICATIONS LINES ARE LOCATED THROUGHOUT THE
PROJECT WITH CROSSINGS AT VARIOUS LOCATIONS AND RUNNING ALONG THE ROAD THROUGHOUT THE
| | PROJECT. THE CONTRACTOR IS ADVISED THAT EXTREME CAUTION WILL BE REQUIRED IN THE OPERATION OF
CONSTRUCTION EQUIPMENT.
5 FOOT SIDEWALK —
12: 1 TRANSITION
CURB 12: 1 5. REMOVE TOPSOIL FOR ITS TOTAL DEPTH WITHIN THE LIMITS OF THE TRANSITION LINE. UNLESS OTHERWISE
! DIRECTED, STOCKPILE TOPSOIL AND USE IT ON THIS PROJECT AS NEEDED.
5 FOOT SIDEWALK ———Pe- 4. NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED WITHOUT FIRST MAKING
PROVISIONS FOR HAVING A NEW HAMPSHIRE LICENSED LAND SURVEYOR CERTIFY THE RELOCATION.
HANDICAP RAMP FOR HANDICAP RAMP FOR 5. PERFORM ALL WORK WITHIN THE EXISTING RIGHT—OF—WAY, UNLESS OTHERWISE SHOWN ON THE PLANS OR
SIDEWALKS WITH GRASS PANEL AS ORDERED BY THE ENGINEER.
NOT TO SCALE SIDEWALKS WITHOUT GRASS PANEL
NOT TO SCALE 6. SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY THE CITY OF NASHUA, DIVISION OF PUBLIC WORKS.
COORDINATES ARE SITE SPECIFIC AND DO NOT RELATE TO THE NEW HAMPSHIRE STATE PLANE COORDINATE
SYSTEM.
_ OF SIDEWALK 7, SIDEWALK REPLACEMENT ONLY WHERE DISTURBED FOR CONSTRUCTION OF SEWER SERVICES.
SLOPE WHEELCHAIR SLOPE 8. ALL EROSION CONTROL MEASURES, (SILT FENCE AND SILT SACKS) SHALL BE PLACED PRIOR TO
os RAMP ey Np ] COMMENCING ANY CONSTRUCTION ACTIVITIES WHICH CAUSE DISTURBANCE.
ES | @ | HOR
we J IY 9. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH SECTION 104 OF THE NHDOT STANDARD
| SPECIFICATIONS. AT THE DIRECTION OF THE CITY ENGINEER, TRAFFIC MAY BE DETOURED TO AVOID
t CONSTRUCTION ACTIVITIES.
FACE OF CURB |12:1 TRANSITION] 5’—-0" {12:1 TRANSITION
aa _ _
10. THE CONTRACTOR SHALL BE RESPONSABLE FOR ENSURING AND DEMOSTRATING TO THE CITY INSPECTOR
OPENING THAT ALL SERVICE CONNECTIONS ARE COMPLETED AND OPERATIONAL PRIOR TO ROAD RESTORATION.
PLAN 11. THE CITY MAY CHANGE CONTRACT STREETS WITH OTHER STREETS IF /WHEN PRIORITIES WARRANT.
BACK OF 5’-0”
SIDEWALK \ — SIDEWALK
OPENING J
| MLS _ |
7” eat }” wed 7” een
VERTICAL ORNS EDGE OF NOTE:
prone NM RT LGEATONS WT ENSTNS, NPE
WITH EXISTING TYPE (B), REPLACE WITH
HANDICAP RAMP FOR MID—BLOCK CROSSWALKS Pe (A APE (B) AT ALL OTHER
AT SIDEWALKS WITHOUT GRASS PANELS cea SACRE of 2, enamus cote
OR SIDEWALK CONSTRUCTION) nn ATIONS
REMOVE /RESET EXISTING
GRANITE CURB 5.0" .
MEET EXISTING | 10 FT_TRANSITION FULL DEPTH RECLAMATION 2% SLOPE
EXCAVATION BY SAW CUT ——
COLD PLANING om rt
EXISTING PAVEMENT
. SENOS Lave gw
SHEET J MIN. 6 MIN. 6”
é
SAW CUT
DETAIL AT LIMIT OF FULL VERTICAL GRANITE CURB
Ber TA _RECONS IRUG HON WITH CONCRETE SIDEWALK DETAIL
(WHERE SHOWN ON PLANS)
NOT TO SCALE
q J
; \t Vf — Vf NASHUA, NEW HAMPSHIRE Fisxuse bance!)
CITY OF NASHUA NEW HAMPSHIRE Pat PLAN OF FROEERTLOTON
CITY ENGINEER'S OFFICE CFA) 2017 SEWER PROJECT = =
eo PROPOSED WORK SHEET
9 RIVERSIDE STREET i CHG 22
NASHUA, NEW HAMPSHIRE 03062 he ASIA | DRAWN BY: DESIGNED BY: REVIEWED BY: DETAIL SHEET 1
Juno. REVISION DESCRIPTION DATE JL ME-NH-REWT |) QUINTERO J. MENDOLA B. KEATING DU OF 24 J
