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ENGINEERING REPORT PHASE CONTRACT Page 5 of 7
For Professional Services for Treatment Works

E. The ENGINEER shall not sublet, assign or transfer any part of the ENGINEER's services or obligations (except
special services) under this AGREEMENT without the prior approval and written consent of the OWNER, and the
contract shall be binding upon and inure to the benefit of the parties, their successors and assigns.

F. It is further agreed that before any construction is undertaken the ENGINEER will assist the OWNER or his
authorized agent in providing the DIVISION with clear documentation certifying that the purchases of land have
been secured to provide for location of the treatment works and other associated structures and equipment as
shown on the construction plans or described in the specifications. Similar documentation shall be submitted on
approvals from the State Highway Department regarding location of the treatment works and other project
related facilities within rights-of-way and other lands under its jurisdiction.

G. The ENGINEER also agrees to provide in active residence and full time control at the site of the proposed
construction a DIVISION approved registered civil engineer and DIVISION approved inspectors (full time, part
time) as needed with the experience and other approved background to assist the ENGINEER in the work of
General Administration and to assure contractor’s conformance with the plans and specifications and any
approved coincident or subsequent changes or change orders related to the PROJECT. The resident registered
engineer for the life of this contract shall be

(Name and Address)

(Append resume describing Candidate’s qualifications)
Any Proposed change in the identity of the resident engineer on this PROJECT must first be approved by the
DIVISION before transfer of responsibility is made. Additionally, if it is found by the DIVISION that a resident
engineer (or inspector) cannot or will not administer the PROJECT in a manner satisfactory to the DIVISION, the
ENGINEER agrees to replace him promptly upon receipt of a written request from the DIVISION with a qualified
resident engineer who will acceptably administer the PROJECT. It is further agreed that failure of the ENGINEER
to abide by the above covenant is sufficient cause for removal from the DIVISION’S Roster of Prequalified
Engineers.

V. OWNER’S Terms and Conditions

Exhibit C- City of Nashua Professional Services General Terms and Conditions, is hereby incorporated by
reference as if fully set forth herein.

Rev. 2020-11

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9 RIVERSIDE STREET FEBRUARY 40
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 5017 967 WEST HOLLIS ST TO 1096 WEST HOLLIS ST
tno. REVISION DESCRIPTION DATE | T. WELCH T. WELCH J. MENDOLA It JL 2 OF 44 J

LIMIT OF
PAVING

SHIM AND WEARING
COURSE RUN TO

|
| COLD PLANED JOINT WEARING COURSE
EXISTING
PAVEMENT | TRANSITION -— SHIM COURSE
SURFACE | GRIND AREA
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1

THICKNESS OF SHIM PLUS WEARING COURSE J

2' LONG TEMP. FILLET
REQUIRED AFTER
COLD PLANNING AND
SHIMMING

VARIES
(AS PER ENGINEER)

NOTE:

1. SEE FULL WIDTH GRIND LONGITUDINAL SECTION
DETAIL NOTES 1 AND 2 BELOW LEFT.

LONGITUDINAL TRANSITION GRIND
WITH SHIM AND OVERLAY

NOT TO SCALE

1. REMOVE DRAIN GRATE
AND INSERT SILT SACK,
MAKING SURE THAT THE
EMPTYING STRAPS ARE LAID
FLAT OUTSIDE THE BASIN

REMOVE "SILTSACK" FROM CATC
BASIN BY ATTACHING BOTH BARS
AND LIFTING WITH AVAILABLE
EQUIPMENT.

2. REPLACE DRAIN GRATE
TO HOLD SILT SACK IN PLACE

3. AS SILT SACK BECOMES
FULL OF SEDIMENT, REMOVE
WITH FRONT END LOADER
(OR OTHER SUITABLE
EQUIPMENT) AND EMPTY IN
TOPSOIL STORAGE AREAS
ON SITE.

SILTSACK INSTALLED UNDER CATCH
BASIN GRATE, WITH EMPTYING
STRAPS LAID OUT FLAT

4. REPLACE THE EMPTIED
SACK BACK INTO THE CATCH
BASIN AND MAINTAIN UNTIL
DISTURBED TRANSITIONS
HAVE ACHIEVED ADEQUATE
VEGETATIVE COVER.

SILT SACK INSTALLATION IN CATCH
BASIN (SUBSIDIARY)

NOT TO SCALE
EXISTING RAISE CATCH
CURB (TYP.) BASIN CASTING 1" WEARING COURSE
ABOVE SHIM SHOULDER GRAVEL
OR LOAM & SEED AS
—Yy ENGINEER
SHIM COURSE
2% MAXIMUM SLOPE
SURFACE
EXISTING
ASPHALT
SURFACE
NOTE:
1. SEE NOTE 2 ON FULL WIDTH
GRIND, 2" PAVE DETAIL LEFT.
SHIM AND OVERLAY
CROSS SECTION DETAIL
NOT TO SCALE
4
VC ) VF ) | NASHUA, NEW HAMPSHIRE +
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM
DATE DETAILS 1 SHEET
9 RIVERSIDE STREET FEBRUARY
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY- REVIEWED BY: 3017 41
Jtno REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA WL JL 2 OF 44 J

CONST
¢

VARIES

PROVIDED BY THE ENGINEER

HOT BIT. PAVEMENT BASE
AND WEARING COURSE
MACHINE METHOD

ITEM 403.114

VARIES

PROVIDED BY THE ENGINEER

$$

See

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\L RECLAIM STABILIZED

BASE PROCESSED IN
PLACE, 12" DEEP
ITEM 306.109

WEARING COURSE

RECLAMATION DETAIL

NOT TO SCALE

J EXISTING CURB (TYP.)

;— TEMP. FILLET

WEARING COURSE
BUTT JOINT
LIMIT OF PAVE |
!

EXISTING
PAVEMENT
SURFACE

EXISTING SURFACE
Uy |
EXISTING DRIVEWay TYP.) \ Yj VARIES a I
VARIES Lh | J | gvan COURSE
a . COLD PLANE CURB TO CURB —' 2
PROVIDE FILLET —* SHIM COURSE
COLD PLANED
SURFACE
NOTES:
1. INSTALL WARNING SIGNS FOR APPROACHING TRAFFIC:
a - BUMP
b - GROOVED PAVEMENT
NOTE: THICKNESS AS SHOWN OR DIRECTED BY ENGINEER 2. MARK JOINTS AND RAISED STRUCTURES WITH REFLECTIVE
PAINT TO BE MAINTAINED UNTIL FINAL OVERLAY IS
COMPLETED.
FULL WIDTH GRIND SHIM AND
OVERLAY CROSS SECTION FULL WIDTH GRIND SHIM AND
OVERLAY LONGITUDINAL SECTION
NOT TO SCALE
NOT TO SCALE
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CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM
DATE DETAILS 2 SHEET
9 RIVERSIDE STREET FEBRUARY
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 3017 42
Jno. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JL JL 2 OF 44 J

(TYPICAL SO FEET)

PAVEMENT

BINDER COURSE

1/2 LOOP
WIDTH

y :
—}--5S/16" al =——- 5/16" WIDE SAW CUT IN PAVEMENT
APPROVED FLEXIBLE _—-"
EMBEDDING SEALANT e
LANE €—-{—— - — | = ,

VINYL PLASTIC TUBING
TWIST LEAD IN WIRES 1/4" 0.0. 3/1671.D.

. NO. 14 A.W.G. WIRE
| |

(3° TYP)

-3/47 MIN. ASPH.

7-1/4" MIN. CONC.

|

IMSA SPEC. S1-S

SECTION C-C SECTION O-D
LEAD IN SAW CUT SEGMENT SECTION

= FROM SEGMENT TO BOX OUT SAW CUT
\ QUADRUPOLE LOOP DETECTOR

QUADRUPOLE FOOP os ~ LOOP DETECTOR SEGMENT DETAIL

INSTALLATION SAW CUT DETAILS

NOT TO SCALE
NOT TO SCALE

16” + d “ie
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™ \V7i, PVC CONDUIT
7 pies a ROUT :
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wy Pea poet ye ey / e Per
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144" pve CONDUIT pas 7. hae
FROM BOX OUT To

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(SUBSIDIARY) BOLDLY ETCH TWO ARROVS ON TOP oF ee 7

CURB TO MARK LOCATION OF CONDUIT —L, |

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SECTION A-A

| DETECTOR BOX OUT DETAIL
| | STAGE 1: AT PAVING
tt =

NOT TO SCALE

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[TRAFFIC >

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tt $f

FILL SAV CUT PER LOOP
DETECTOR SEGMENT DETAIL

NO SPLICES IN
pated BOX OUT AREA & LEAVE
4 SLACK IN TUBING
TO RELIEVE TENSION
FROM BACKFILLING
a AND COMPACTION

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FILL TO PAVEMENT GRADE WITH
{

8' WIDE BETWEEN INSIDE OF STRIPES ON STREET
, HOT BITUMINOUS PAVEMENT

AND 6' WIDE IN PARKING LOTS

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1’ WIDE

“&
THERMOPLASTIC LINE
NOTE: LOOP DIMENSIONS AS SHOWN BOX OUT Y

ON SIGNALIZATION PLAN SRANITE cura ——~|

CURB (Yas cia 8' LONG AND 1' WIDE
4) = PVC CONDUIT [74 Pvc CONDUIT a THERMOPLASTIC LINES
. FROM BOX OUT TO TO PULL Box
1% " PVC CONDUI PULL BOX

3' ON CENTER
(SUBSIDIARY)

ARROVS INDICATE LOCATION OF -aft"
CONDUIT AND MARK BOUNDARY OF BOX OUT A

TYPICAL WIRE LOOP DIAGRAM PUL 80x
NOT TO SCALE

QUADRUPOLE LOOP DETECTOR

W
NOTES: 1. MAXIMUM OF Li LEAD IN PAIRS PER | %, PVC CONQUIT.
2. TAPE TUBING 3” ON EACH SIDE OF THE SAV CUT BOX OUT BOUNDARY
2-4-2 TURNS WITH ELECTRIC TAPE.

3. AFTER TUBING IS INSTALLED FILL CONOUIT WITH CRUMPLED
PAPER AND SEAL VITH PLIABLE DUCT SEALANT.

4. USE CONSTRUCTION SAND TO COVER AND SUPPORT THE VINYL
PLASTIC TUBING.

DETECTOR BOX OUT DETAIL TYPICAL TYPES OF
TYPICAL WIRE LOOP DIAGRAM STAGE 2: AT LOOP INSTALLATION CROSSWALK MARKINGS

NOT TO SCALE
NOT TO SCALE
..

SECTION 8-B PLAN

i

NOT TO SCALE

J
fo VE a VE ) ’ NASHUA, NEW HAMPSHIRE |
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 ee PROGRAM
9 RIVERSIDE STREET FEBRUARY
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 5017 43
JUNO. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JU JL 2 OF 44 J