Record Plans

SCOPE OF WORK

MATERIALS AND SPECIFICATIONS

REMOVAL NOTES

GENERAL CONSTRUCTION NOTES

REINFORCING NOTES

MISCELLANEOUS NOTES

BRIDGE RAILING NOTES

MECHANICALLY GUIDED.

BOLT HOLES SHALL BE DRILLED OR PUNCHED. FLAME CUTTING MAY BE USED TO FINISH SLOTTED HOLES IF 4.

EACH PIECE OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUM OF THREE POSTS.3.

EDGES OF ALL METERIAL SHALL BE GROUND SMOOTH.

ENDS OF RAIL TUBE SECTIONS SHALL BE SAWED OR MILLED AND SHALL BE TRUE AND SMOOTH. ALL CUT 2.

SHALL BE SUBSIDIARY TO ITEMS 563.22, 563.24, 563.3, 565.222, 565.242, AND 565.802

ALL COSTS FOR RAIL ASSEMBLY BOLTS, NUTS, WASHERS AND SPACERS, APPURTENANCES, AND GALVANIZING 1.

PLACE NEW BRIDGE MEMBRANE AND PAVEMENT-

RESET GUARDRAIL-

INSTALL NEW APPROACH RAIL AND TERMINAL UNITS-

INSTALL NEW T4 BRIDGE RAIL (EAST) AND T2 BRIDGE RAIL (WEST)-

CONSTRUCT NEW CURB, SIDEWALK, AND COPINGS-

REMOVE EXISTING BRIDGE RAIL, APPROACH RAIL, AND TERMINAL UNITS-

REMOVE EXISTING CURBS, COPINGS, AND SIDEWALK-

REPAIR SPALL AT SW WINGWALL-

PARTIAL AND FULL DEPTH CONCRETE DECK REPAIRS-

REMOVE EXISITING BRIDGE PAVEMENT AND MEMBRANE-

BR. NO.103/100 ROUTE 11 OVER SUGAR RIVER

REMOVE TEMPORARY GRAVEL DRIVE-


REPAIR CONCRETE COPINGS -


REMOVE EXISTING BRIDGE PAVEMENT AND MEMBRANE-

CONSTRUCT TEMPORARY GRAVEL DRIVE-

BR. NO. 071/087 ROUTE 11 OVER SUGAR RIVER

REMOVE TEMPORARY SLIP RAMP AND DRAINAGE-


ADJUST EXISTING CATCH BASINS-

CLEAN AND PAINT EXISTING STEEL BEAMS-

REPLACEMENT OF BRIDGE SHOES SUPPORTING EXISTING STEEL BEAMS-

PARTIAL REPLACEMENT OF BACKWALL-

REPAIR CONCRETE T-BEAMS-

REPAIR CONCRETE COPINGS-



CONSTRUCT TEMPORARY SLIP RAMP AND DRAINAGE-

BR. NO 069/079 N.H. ROUTE 11 RAMP

REMOVE TEMPORARY SLIP RAMP AND DRAINAGE-


ADJUST EXISTING DROP INLET-

REMOVE AND RESET GUARDRAIL-

CONSTRUCT NEW CONCRETE CURB, COPING, T101 BRIDGE RAIL, AND APPROACH RAIL-

REMOVE EXISTING CONCRETE CURB, COPING, BRIDGE RAIL, AND APPROACH RAIL-



CONSTRUCT TEMPORARY SLIP RAMP AND DRAINAGE-

BR. NO 067/078 ROUTE 103 OVER SUGAR RIVER

BROUGHT TO THE ATTENTION OF THE CONTRACT ADMINISTRATOR PRIOR TO ADVANCING THE WORK.

ANY DISCREPANCIES IN DIMENSIONS, CHARACTER, OR EXTENT OF EXISTING FEATURES, SHALL BE

PREPARED TO MAKE ADJUSTMENTS REQUIRED TO PROPERLY COMPLETE THE PROPOSED RECONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES AND BE

PLANS AND DO NOT NECESSARILY REPRESENT "AS BUILT" DIMENSIONS AND ELEVATIONS. THE

THESE PLANS WERE TAKEN FROM THE ORIGINAL BRIDGE PLANS AND/OR SUBSEQUENT REHABILITATION

THE CONTRACTOR SHOULD BE AWARE THAT EXISTING STRUCTURE DIMENSIONS AND ELEVATIONS SHOWN IN 2.

CONTRACTOR UPON REQUEST.

THE CONTRACT HAS BEEN AWARDED, A COMPLETE SET OF EXISTING PLANS WILL BE FORWARDED TO THE

IN THE BID PACKAGE ON THE "INVITATION TO BID" WEBPAGE, DURING THE BIDDING PERIOD. AFTER

EXISTING PLANS (FILE NOS. 3-5-2-10, 3-5-3-5, 3-5-2-8 AND 3-5-2-9) ARE AVAILABLE, ON-LINE 1.

AS SHOWN IN THE PLANS. SEE SPECIAL PROVISIONS FOR MORE DETAILS.

GALVANIC CORROSION PROTECTION SYSTEMS, ITEMS 540.511 AND 540.512, SHALL BE PLACED IN THE DECK 8.

BE PAID FOR UNDER ITEM 544., REINFORCING STEEL (F).

PROPOSED REINFORCEMENT, AS SHOWN IN THE PLANS, REPLACING EXISTING REBAR TO BE REMOVED, SHALL 7.

PRACTICE, SEE CURRENT CONCRETE REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PRACTICE".

FOR TYPICAL BEND DETAILS, RECOMMENDED PIN DIAMETER "D" OF BENDS AND HOOKS, AND OTHER STANDARD 6.

NS = NEAR SIDE, BOT = BOTTOM, ALT = ALTERNATING

SP = SPACE, SPL = SPLICE, FS = FAR SIDEREINFORCING LEGEND:5.

PLACE REINFORCING STEEL TO AVOID RAIL POST ANCHOR ASSEMBLIES AND ANCHOR BOLTS.4.

PAID UNDER ITEM 1002.1 REPAIRS OR REPLACEMENTS AS NEEDED - BRIDGE STRUCTURES.

REQUIRED TO REPAIR OR REPLACE EXISTING REINFORCEMENT, EXCEPT AS NOTED IN THE PLANS, SHALL BE

CONTRACT ADMINISTRATOR AND CONTRACTOR AFTER EACH REMOVAL PHASE. ALL NEW REINFORCING STEEL

ALL REINFORCING TO REMAIN IN PLACE SHALL BE INSPECTED FOR DAMAGE OR CORROSION JOINTLY BY THE 3.

EXCEPT AS OTHERWISE NOTED.

REINFORCING BARS SHALL HAVE A MINIMUM CLEAR COVER OF 2•" FROM PROPOSED CONCRETE SURFACES,

AS OTHERWISE NOTED. ALL COSTS INCLUDED IN ITEM 502101, 502.102, AND 502.103. ALL NEW

AS REQUIRED TO PROVIDE 2•" MINIMUM CLEAR COVER FROM THE PROPOSED CONCRETE SURFACES, EXCEPT

EXISTING REINFORCING STEEL THAT IS TO REMAIN IN PLACE WITHIN THE REMOVAL AREAS SHALL BE CUT 2.

EXISTING REINFORCING STEEL, UNLESS OTHERWISE SHOWN/NOTED IN THE PLANS, SHALL BE RETAINED.1.

BACKWALL RECONSTRUCTIONS, SUBSIDIARY TO ITEM 563.8 RESETTING BRIDGE RAIL.

AT BRIDGE 069/079, PROVIDE NEW ANCHORAGE ASSEMBLIES FOR ALUMINUM POSTS REMOVED DURING 5.

CONTRACTOR TO OBTAIN THAT PERMIT.

MEANS AND METHODS REQUIRE ADDITIONAL WETLANDS PERMITS, IT IS THE RESPONSIBILITY OF THE

103/100. SEE PROSECUTION OF WORK FOR ADDITIONAL INFORMATION. SHOULD THE CONTRACTOR'S

WETLANDS PERMITS THAT WERE OBTAINED FOR WORK OUTSIDE THIS PROJECT AT BRIDGE 067/087 AND

NO WETLANDS PERMITS HAVE BEEN OBTAINED FOR THIS PROJECT, HOWEVER THERE ARE TWO EXISTING 4.

ITEM 550.191 TEMPORARY GIRDER SUPPORT SYSTEM.

FLANGES DURING THE TIME THAT JACKS ARE SUPPORTING THE LOADS. ALL COSTS SHALL BE PAID UNDER

JACKING POINTS SHALL BE 1/4". TEMPORARY SHIMS OR BLOCKS SHALL BE PLACED BENEATH GIRDER

CONTRACT ADMINISTRATOR FOR DOCUMENTATION. THE MAXIMUM ALLOWABLE DIFFERENCE BETWEEN ADJACENT

PLANS AND SPECIAL PROVISIONS. THE PROPOSED JACKING METHOD SHALL BE SUBMITTED TO THE

JACKING IS REQUIRED TO REMOVE AND REPLACE BRIDGE SHOES ON BRIDGE 069/079 AS OUTLINED IN THE 3.

RECONSTRUCTED. SEE SPECIAL PROVISIONS FOR MORE INFORMATION.

PAINTED AFTER COMPLETION OF ALL OTHER SUPERSTRUCTURE WORK BUT BEFORE BACKWALL IS

556.101, 556.201, 556.301, AND 556.401. EXISTING STRUCTURAL STEEL SHALL BE CLEANED AND

CLEANING AND PAINTING OF STRUCTURAL STEEL BEAMS ON BRIDGE 069/079 SHALL BE PAID UNDER ITEMS 2.

SHEETS 1 AND 2 FOR APPROXIMATE LOCATION OF UTILITY LINE.

GIRDER SUPPORT SYSTEM. SEE PROSECUTION OF WORK FOR MORE INFORMATION. SEE BRIDGE 069/079

OWNERS TO ENSURE UTILITIES REMAIN OPERATIONAL. COST SUBSIDIARY TO ITEM 550.191, TEMPORARY

CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS WITH THE UTILITY

SHOULD NOTE THAT THE LOCATION OF THESE UTILITY LINES MAY INTERFERE WITH TYPICAL METHODS OF

THE FOLLOWING UTILITIES ARE CARRIED ACROSS BRIDGE 069/079: 10" SEWER (PVC). THE CONTRACTOR 1.

ITEM 520.0201, CONCRETE CLASS AA, ABOVE FOOTINGS.

DECK, SIDEWALK, COPING AND BACKWALL RECONSTRUCTION = 4,000 PSI

ITEM 520.0201, CONCRETE CLASS AA, ABOVE FOOTINGS.

T-BEAM AND COPING REPAIRS = 4,000 PSI

FULL DEPTH DECK REPAIRS, ABUTMENT AND WINGWALL REPAIRS, AND

ITEM 520.01, CONCRETE CLASS AA.

PARTIAL DEPTH DECK REPAIRS = 4,000 PSI3. CONCRETE:

2. REINFORCING STEEL: AASHTO M31 (ASTM A 615) GRADE 60

1. SPECIFICATIONS: NHDOT 2016 STANDARD SPECIFICATIONS AS AMENDED

DIRECTED BY ENGINEER.

WITH POST SHALL BE INSTALLED AS OUTLINED PER NHDOT HIGHWAY STANDARD PLAN DL-1, OR AS

ITEM 621.2, RETROFLECTIVE BEAM GUARDRAIL DELINEATORS AND ITEM 621.31, SINGLE DELINEATOR 22.

ITEMS OF WORK.

SUPPORT OF EXCAVATION NECESSARY TO COMPLETE WORK SHALL BE SUBSIDIARY TO THE EXCAVATION 21.

KIND, EXCEPT AS NOTED IN THE PLANS OR AS DIRECTED BY THE CONTRACT ADMINISTRATOR.

PAVEMENT MARKINGS. UPON COMPLETION OF THE WORK, THE PAVEMENT MARKINGS SHALL BE REPLACED IN

PAINT PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL MAKE A RECORD OF THE EXISTING20.

ADMINISTRATOR.

ITEMS 646.31 AND 647.1 SHALL BE USED TO REPAIR DISTURBED AREAS AS DIRECTED BY THE CONTRACT 19.

RESET GRANITE APPROACH CURB AS SHOWN IN THE PLANS. COSTS SHALL BE PAID UNDER ITEM 609.5.18.

REINFORCING STEEL.

CEMETITIOUS GROUT. ALL COSTS FOR DRILLING AND GROUTING SHALL BE PAID FOR UNDER ITEM 544.,

LARGER THAN THE BAR DIAMETER AND GROUTED WITH AN APPROVED HIGH STRENGTH, NON-SHRINK

UNLESS OTHERWISE NOTED, HOLES DRILLED INTO EXISTING CONCRETE SHALL BE DRILLED •" DIAMETER 17.

THE APPROPRIATE ROADWAY ITEMS.

TO ACCOUNT FOR VARIATIONS IN THE BRIDGE DECK CROSS SLOPES. ALL COSTS SHALL BE INCLUDED IN

PROFILE ADJUSTMENTS IN THE VICINITY OF THE REHABILITATED BRIDGE SHALL BE MADE AS DIRECTED 16.

MEMBRANE. ALL COSTS SUBSIDIARY TO ITEM 538.5.

538.5 SHALL BE PLACED BETWEEN THE NEW MEMBRANE AND THE END DECK OR CURB TO SEAL THE

REQUIREMENTS. AT DECK ENDS AND CURB LINES, A SEALANT/REPAIR MASTIC COMPATIBLE WITH ITEM

ITEM 538.5, BARRIER MEMBRANE, HEAT WELDED (F) SHALL BE OVERLAPPED PER MANUFACTURERS 15.

DETERIORATED AREAS OF DECK AND T-BEAMS SHALL BE PATCHED WITH CONCRETE CLASS AA.14.

BE INCLUDED IN ITEM 511.02 OR 511.03.

"SOUNDED" TO DETERMINE AREAS REQUIRING PARTIAL AND FULL DEPTH DECK REPAIRS. ALL COSTS TO

AFTER REMOVAL OF EXISTING PAVEMENT AND MEMBRANE, THE EXISTING CONCRETE BRIDGE DECK SHALL BE 13.

ASSOCIATED WITH ALL OTHER PAVEMENT ITEMS SHALL BE PAID FOR UNDER ITEM 403.6.

THE BRIDGE BASE COURSE PAVEMENT WILL BE PAID UNDER 403.61. PAVEMENT JOINT ADHESIVE

NOT BE APPLIED TO TEMPORARY BRIDGE PAVEMENT. ALL PAVEMENT JOINT ADHESIVE ASSOCIATED WITH

LINES ON BRIDGE DECK, DECK APPROACHES, AND RAISED ISLANDS. PAVEMENT JOINT ADHESIVE SHALL

LONGITUDINAL JOINTS AT PAVEMENT MATCH, ABUTMENT BACKWALLS, PAVEMENT REMOVAL LIMITS, CURB

PAVEMENT JOINT ADHESIVE SHALL BE APPLIED TO ALL BASE AND WEARING COURSE JOINTS. INCLUDING 12.

AND DOWN BACK OF JOINT WITH •" X •" ITEM 562.1 SILICONE JOINT SEALANT (F).

FACE ACROSS TOP THE CONTRACT ADMINISTRATOR. SEAL ABUTMENT AND WINGWALL •" CORK JOINTS FRONT

REMOVE AND REPLACE EXISTING SILICONE JOINT SEALANT AS SHOWN IN THE PLANS OR AS DIRECTED BY 11.

RATE = 150 SF/GAL.

NOT BEAD, COAT THE SURFACE WITH ITEM 534.3, WATER REPELLENT (SILANE-SILOXANE). APPLICATION

KEPT TO A MINIMUM. IF THE WATER BEADS, NO COATING NEEDS TO BE APPLIED. IF THE WATER DOES

WASHED (SUBSIDIARY TO ITEM 534.3), IN SUCH A MANNER THAT OVERSPRAY INTO SURFACE WATERS IS

EXISTING DECK COPING, ABUTMENTS, WINGS, BACKWALLS, PIERS, AND BRIDGE SEATS SHALL BE POWER 10.

SURFACES AS SHOWN IN THE PLANS OR AS DIRECTED BY THE CONTRACT ADMINISTRATOR.

ITEM 534.3, WATER REPELLENT (SILANE-SILOXANE), SHALL BE APPLIED TO ALL NEW EXPOSED CONCRETE 9.

FOR SALVAGE OF MATERIALS SEE PROSECUTION OF WORK.8.

NOTED.

ALL EXPOSED EDGES OF PROPOSED CONCRETE SURFACES SHALL BE CHAMFERED ƒ", UNLESS OTHERWISE 7.

THE CONTRACT ADMINISTRATOR.

NO SCAFFOLDS SHALL BE ERECTED OR OPERATIONS CONDUCTED IN THE WATERWAY, UNLESS APPROVED BY 6.

UNLESS APPROVED BY NHDOT, BUREAU OF BRIDGE DESIGN.

THE WELDING OF ATTACHMENTS TO GIRDERS FOR CONSTRUCTION PURPOSES SHALL NOT BE PERMITTED 5.

ADMINISTRATOR.

REMOVAL OF TEMPORARY STRUCTURES OR OTHER SUCH METHODS AS APPROVED BY THE CONTRACT

BRIDGE 071/087, PAY UNDER ITEM 511.03. COSTS SHALL INCLUDE ERECTION, MAINTENANCE, AND

THE WATERWAY. ALL COSTS SHALL BE PAID UNDER ITEMS 502.101, 502.102, AND 502.103. FOR

THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT DEBRIS DOES NOT FALL INTO 4.

UNDERGROUND LOCATIONS NEAR THE BRIDGE FOR POSSIBLE UTILITIES.

THE CONTRACTOR SHALL CONTACT DIG SAFE TO SURVEY AND TAG ALL BRIDGE AND APPROACH CURB AND 3.

1

SUBDIRECTORY

Prj/CutSheet 41300notes

.DGN LOCATOR

SUNAPEE

PROJECT NOTES

41300

08/17TAF

JFM 08/17

08/17DJM121-4-2

395X-A004(589)

08/17YHM

PJL 08/17

08/17PJL

AS NOTED

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

BRIDGE NO. STATE PROJECTTOWN

LOCATION

SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE

ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBYSPECIAL ATTENTION

REVISE REMOVAL NOTE 6

1

OF GUARDRAIL.

REMOVAL OF EXISTING BRIDGE APPROACH RAILING SHALL BE PAID FOR UNDER 202.7, REMOVAL 7.

REMOVAL LIMITS.

ACCORDANCE WITH AND PAID FOR UNDER ITEM 511.00012. SEE SHEET 18 FOR ITEM 511.00012

REMOVAL, HANDLING, AND DISPOSAL OF ASBESTOS CONTAINING MATERIAL SHALL BE IN

CONTAINS ASBESTOS IN THE BRIDGE DECK MEMBRANE LAYER ALONG THE WEST CURB LINE.

BRIDGE DECK PAVEMENT REMOVAL (F). THE CONTRACTOR SHALL NOTE THAT BRIDGE 103/100

THE EXISTING PAVEMENT AND MEMBRANE SHALL BE REMOVED UNDER ITEM 511.00, CONCRETE 6.

1" DEEP ON ALL EXPOSED SURFACES TO PROVIDE CLEAN REMOVAL LINES.

CONCRETE FOR BRIDGE GRANITE CURB AND DETERIORATED CONCRETE REMOVAL, SAWCUT EXISTING5.

ITEM 692., MOBILIZATION.

ACCESS TO THE UNDERSIDE OF BRIDGES FOR REMOVAL AND REPAIR SHALL BE SUBSIDIARY TO 4.

D) REMOVAL OF EXISTING BRIDGE RAILING

C) REMOVAL OF EXISTING GRANITE BRIDGE CURB

LIMITS SHOWN ON THE PLANS

B) REMOVAL OF EXISTING BRIDGE COPING OF BRIDGES 067/078 AND 103/100 TO THE

A) PARTIAL REMOVAL OF EXISTING ABUTMENT BACKWALL AT BRIDGE 069/079

AS SHOWN IN THE PLANS, SHALL INCLUDE:

REMOVAL OF THE EXISTING BRIDGE STRUCTURE, ITEMS 502.101, 502.102 AND 502.103 EXCEPT 3.

CONSTRUCTION PHASE.

PORTABLE CONCRETE BARRIER SHALL BE IN PLACE BEFORE REMOVAL OPERATIONS BEGIN FOR EACH 2.

WITH 105.02, PRIOR TO THE COMMENCEMENT OF ANY REMOVAL OPERATIONS.

THE CONTRACTOR'S DEMOLITION PLAN SHALL BE SUBMITTED FOR DOCUMENTATION IN ACCORDANCE 1.

Record Plans

203.1 Common Excavation

No top transverse bars at either end of bridge deck. See olddetails. Dowels installed to allow for installation of D601

Record Plans

Additional removal toallow for concreteremoval withoutdamaging existingbeam.

Record Plans

10"

1'-0"

10‚

"

4"

3'-7"

7"

1'-10" 1'-3"

4'-10"2'-0"PHASE ONE WORK ZONE (19'-10")

6"1'-6"ITEM 511.02, 511.03, 520.01, 520.0201 (14'-8")

2'-0"2'-0" PHASE TWO TRAFFIC (12'-0")

5'-3" 1'-6"

2'-0" 6'-9"

2'-0"

2'-0"

(APPROX)

5" REVEAL

14'-1ƒ"

PHASE TWO WORK ZONE (14'-6")

ITEM 403.911 1" THICK (15'-0")

TEMP. PEDESTRIAN

2'-0"2'-0" PHASE TWO TRAFFIC (12'-0") 6'-9"

ITEM 511.00, REMOVE BITUMINOUS PAVEMENT & MEMBRANE (16'-6")

ITEM 538.5 (15'-6")

6"

1'-6"

6'-11"

16'-10ƒ"

PHASE ONE TRAFFIC (VARIES 12'-0" MIN.)

2'-9"

10"

4"

VARIES 32'-0" TO 33'-5" (±)

VARIES 15'-1" TO 16'-6" (±)

ITEM 511.00 (14'-6")

PHASE TWO WORK ZONE (14'-11" MIN)

ITEM 403.911 1" THICK (13'-11" MIN)

ITEM 538.5 (13'-5" MIN)

4'-10" (MIN)

ITEM 403.11 2" BINDER COURSE (14'-6")

ITEM 403.11 2" BINDER COURSE (14'-5" MIN)

VARIES 14'-9„" TO 15'-7ƒ"

ITEM 403.11. 1•" THICK (VARIES 28'-11"± TO 29'-10"±)

2'-2"

2'-8"

3'-2"

ITEM 511.00012 (1'-0")

EXISTING DECK SECTION

SCALE: …" = 1'-0"

‚ "/FT (PLAN)

FACE OF CURB

L

SCALE: …" = 1'-0"

SCALE: …" = 1'-0"

PHASE ONE CONSTRUCTION

PHASE TWO CONSTRUCTION

SCALE: …" = 1'-0"

PROPOSED DECK SECTION

‚ "/FT (PLAN)

L

(T

YP)

PAY LIMITS

ITEM 534.3

PAY LIMITS

ITEM 534.3

(TYP.)

ITEM 511.02 & 520.01

(TYP.)

ITEM 511.03 & 520.0201

(TYP.)

ITEM 511.02 & 520.01

(TYP.)

ITEM 511.03 & 520.0201

EXISTING PAVEMENT

+/- 5" THICK

& MEMBRANE

CHORD

C CONSTRUCTION

ITEM 606.417

ITEM 606.417

(RELOCATED)

CHORD

C CONSTRUCTION

TO 4'-0" THICK)

(VARIES 2'-0"

CONCRETE DECK

FACE OF RAIL

T4 BRIDGE RAIL

T2 BRIDGE RAIL

ITEM 563.22

ITEM 563.24

ITEMS 502.103

ITEMS 502.103

AND 520.0201

AND 520.0201

(ALT. ONE WAY)

(ALT. ONE WAY)

SCALE: …" = 1'-0"

ITEM 606.417

(RELOCATED)

(ALT. ONE WAY)

PHASE THREE CONSTRUCTION

ACCESS (5'-0" MIN)

NOTES:

520.01, 520.0201

ITEMS 511.02, 511.03,

PHASE 1 MEMBRANE

PROPOSED EDGE OF ITEM 607.99106

REMOVE BITUMINOUS PAVEMENT & MEMBRANE

ITEMS 511.02, 511.03,

520.01, 520.0201

5"

RE

VE

AL

±

RANDOM DETERIORATED

CONCRETE (TYP.)

FOR TRAFFIC CONTROL, SEE SHEET 35.4.

RECONSTRUCTION OF THE SIDEWALK DURING PHASE 2.

CONTRACTOR SHALL PROVIDE AND MAINTAIN PEDESTRIAN ACCESS DURING THE 3.

THE CONTRACT ADMINISTRATOR.

PAVEMENT THICKNESS AND CURB REVEAL MAY BE REQUIRED AND IS AT THE DISCRETION OF

PLANS AND FIELD MEASUREMENTS. ADJUSTMENTS TO PROPOSED CONDITIONS SUCH AS

PROPOSED CURB REVEAL IS BASED ON A PAVEMENT THICKNESS, ESTIMATED FROM AS-BUILT 2.

TRANSVERSE REINFORCING STEEL IN BRIDGE DECK. ALL COSTS INCLUDED IN ITEM 502.103.

REMOVE DECK, CURB, AND EXISTING BRIDGE RAIL TO THE LIMITS SHOWN. RETAIN ALL 1.

1

SPECIAL ATTENTION

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

BRIDGE NO. STATE PROJECTTOWN

LOCATION

SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE

ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

ADDED 511.00012 PAY LIMIT

2 REVISED 511.00 PAY LIMIT

*1

2

REMOVAL AND DISPOSAL, (ACM) (F)

ITEM 511.00012, CONCRETE BRIDGE DECK PAVEMENT

TO CLEAN CONCRETE DECK. ALL COSTS INCLUDED IN

* REMOVE EXISTING PAVEMENT AND MEMBRANE DOWN 1

SUBDIRECTORY

BRC\103_100\Super 41300Phasing103_100

.DGN LOCATOR

N.H. ROUTE 11 OVER SUGAR RIVER

SUNAPEE

DECK PHASING AND DETAILS

103/100 41300

2 8

08/17TAF

JFM 08/17

08/17DJM121-4-2

X-A004(589)

08/17MCC

YHM 08/17

08/17PJL

AS NOTED 18 39

Existing deck has 2-3" overlay installed. TopTransverse bars are approximately 7" below topof deck. Transverse bars bent up to provideproper clear space and layout. TYP Both Sides.

Record Plans

Record Plans

Barrier shifted toallow traffic to makeall turns withoutimpacting existingisland.

Record Plans

Barrier shortened toprevent impact toentire existing island.

RecordPlans

Record Plans

Add Item 203.1Common Excavationto pay for removal.

Record Plans

Record Plans - New Hampshire

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Transcript of Record Plans - New Hampshire