Plans_Final.pdf

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G-001

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NOT TO SCALE

NOT TO SCALE

DESIGN FILESHEET NO.

G-001

S-5013

INDEX TO DRAWINGS

SHEET TITLE

NASHUA

CONCORD

MANCHESTER

PROJECT

LOCATION

LAWRENCE

N

NEW HAMPSHIRE

MASSACHUSETTS

KEENE DUBLIN

HANCOCKHARRISVILLE

JAFFREY

FITCHBURG

LOWELL

PETERBOROUGH

BOSTON

12A

N

DAM

SPILLWAY CREST

ELEV. 550.0

REST AREA

VISITOR

12A

HOUSE

OPERATING

BRIDGE

ACCESS

ROAD

ON SURRY DAM

STATE BRIDGE

S U

R R

Y

D

M

R O

A D

S-1012

S-5024

STRUCTURAL PLANS AND ELEVATION

CON-SM-453_G-001.DGN

CON-SM-453_S-101.DGN

CON-SM-453_S-501.DGN

CON-SM-453_S-502.DGN

WEST ABUTMENT RIPPAP APPLICATION DETAIL AND SCOUR VOID PLAN

CENTER PIER RIPRAP APPLICATION DETAIL AND SCOUR VOID PLAN

S-503

S-6018

S-5057

S-6029

CON-SM-453_S-503.DGN

CON-SM-453_S-505.DGN

CON-SM-453_S-601.DGN

CON-SM-453_S-602.DGN

PIER AND ABUTMENT STABILIZATION SECTION

S-5046 CON-SM-453_S-504.DGN SPAN 1 BRACING SECTIONS

SPAN 2 BRACING SECTIONS

GENERAL NOTES

FENCING REPAIR AND SIGNAGE NOTES

VICINITY MAP

LOCATION PLAN

VICINITY MAP, LOCATION PLAN, AND INDEX TO DRAWINGS

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LOCATION

PROJECT

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KEENE, NEW HAMPSHIRE

SURRY MOUNTAIN LAKE

PEDESTRIAN BRIDGE

REPAIRS TO DORT ROAD SNOWMOBILE AND

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PLAN VIEW

SCALE = N.T.S.

50'-0" SPAN 2

D E

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FLOW

S-504S-504

S-505S-505

SCALE = N.T.S.

SCALE = N.T.S.

ELEVATION VIEW

GIRDERS (TYP.)

EXISTING

EAST ABUTMENTWEST ABUTMENT

STEEL JOISTS BRIDGE GIRDERS (TYP.)

EXISTING FIELD FABRICATED

BRACING (TYP.)

NEW STEEL

OF PIER (TYP.)

RIPRAP ON ALL SIDES

RIPRAP (TYP.)

SEE NOTES SHEET S-602.

FABRIC AS NECESSARY (TYP.),

REATTACH CHAIN LINK FENCING

GIRDER AND BRACING PLAN

WATER DIVERSION STR.

APPROX. LOCATION OF

WATER DIVERSION STR.

APPROX. LOCATION OF

NEW HORZ. BRACING

SPAN 2

APPROX. 5'-0" SPACING

NEW HORZ. BRACING

SPAN 1

OF MIDDLE GIRDER

OTHER VERT. ELEMENT

INSTALLED AT EVERY

45'-0" SPAN 1

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WEST ABUTMENT WEST ABUTMENT

ABUTMENT

FOUNDATION OF

EDGE OF EXISTING

WEST ABUTMENT SCOUR VOID PLAN

WEST ABUTMENT RIPRAP APPLICATION

RIPRAP (TYP.)

EXTENT OF

11'-0"

2'-0"

DETAIL

SCALE=N.T.S.

DETAIL

SCALE=N.T.S.

BARRIER (TYP.)

CONCRETE PROTECTIVE

LIMITS OF NEW

FOUNDATION (TYP.)

BELOW EXISTING

SCOUR VOID

S-503

DETAIL, SEE SHEET S-503.

FOR SCOUR REPAIR AND STABILIZATION2.

SEE SCOUR REPAIR NOTES ON SHEET S-601.1.

NOTES:

CLARITY

SHOWN FOR

RIPRAP NOT

RIPRAP (TYP.),

EXTENT OF

M

IN

MIN.

2'-0"

(BELOW RIPRAP)

PROTECTIVE BARRIER

NEW CONCRETE

(TYP.)

GRAVEL BLANKET

RIPRAP OVER

ABUTMENT

FOUNDATION OF

EDGE OF EXISTING

FOR CLARITY

RIPRAP NOT SHOWN

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6'-0" MIN.

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CENTER PIER RIPRAP APPLICATION

PIER

FOUNDATION OF

EDGE OF EXISTING

CENTER PIER SCOUR VOID PLAN

PIER

FOUNDATION OF

EDGE OF EXISTING

FOUNDATION (TYP.)

BELOW EXISTING

SCOUR VOID

BLOCK PIER

CONCRETE

DETAIL

SCALE=N.T.S.

DETAIL

SCALE=N.T.S.

FOR CLARITY

RIPRAP NOT SHOWN

RIPRAP (TYP.)

EXTENT OF

BLOCK PIER

CONCRETE

NOTE: TREATMENT TYPICAL ALL SIDES OF THE CENTER PIER.

S-503

(BELOW RIPRAP).

AROUND PIER

PROTECTIVE BARRIER

NEW CONCRETE

(BELOW RIPRAP).

AROUND PIER

PROTECTIVE BARRIER

NEW CONCRETE

DETAIL, SEE SHEET S-503.

FOR SCOUR REPAIR AND STABILIZATION2.

SEE SCOUR REPAIR NOTES ON SHEET S-601.1.

NOTES:

2'-0" (TYP.)

(T

Y P

(TYP.)

GRAVEL BLANKET

RIPRAP OVER

(TYP. ALL SIDES)

6'-0" MIN. 8'-0" MAX.

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EXISTING RIVERBED PROFILE

LIMITS OF VOID

TO BE REMOVED WITHIN

EXISTING LOOSE MATERIAL

PROFILE

MAX. EXCAVATION

SCALE=N.T.S.

TYPICAL POST-STABILIZATION CONDITIONTYPICAL EXCAVATION DETAIL

M

IN

2'-0"

VARIES

V A

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IE

S

PROTECTIVE BARRIER (TYP.)

STABILIZING CONCRETE

POURED OR PUMPED

ABUTMENT (TYP.)

BRIDGE PIER OR

ABUTMENT (TYP.)

BRIDGE PIER OR

PROTECTIVE BARRIER (TYP.)

PLACE RIPRAP AROUND NEW

4 IN THICK MIN.

GRAVEL BLANKET (TYP.),

SECTION

M

IN

PROFILE

MAX. EXCAVATION

S-501/S-502

(TYP. ALL BARS)

CENTER, EACH WAY

#5 BARS AT 12 IN MAX. ON8'-0" MAX.

6'-0" MIN.

8'-0" MAX.

6'-0" MIN.

SEE WATER DIVERSION STRUCTURE NOTES ON SHEET S-601.3.

SEE RIPRAP NOTES ON SHEET S-601.2.

SEE SCOUR REPAIR NOTES ON SHEET S-601.1.

NOTES:

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S-504

S-504

A

B

S-504 S-504

(TYP.)

U-BOLT

PLATE SPACER (TYP.)

NEW 1/2 INCH THICK STEEL

SCALE=N.T.S

SECTION 1

SCALE=N.T.S

SECTION 2

SCALE=N.T.S

SECTION

B

SCALE=N.T.S

SECTION

A

SCALE=N.T.S

SECTION

5 NOTE: SEE STEEL BRACING NOTES ON SHEET S-601.

THROUGH BRIDGE DECK

BOLT (TYP.) INSTALLED

GIRDER (TYP.)

ELEMENT OF INTERIOR

AT EVERY OTHER VERT.

NEW L3x3x1/4 BRACE

S-101 S-101

GIRDER (TYP.)

ELEMENT OF INTERIOR

AT EVERY OTHER VERT.

NEW L3x3x1/4 BRACE

(TYP.)

U-BOLT

NEW L3x3x1/4

(TYP.)

ELEMENT

EXISTING VERT.

GIRDER (TYP.)

EXIST. EXTERIOR

GIRDER (TYP.)

EXIST. INTERIOR

CHORD (TYP.)

GIRDER - BOTT.

EXIST. EXTERIOR

- VERT. ELEMENT

EXIST. INT. GIRDER

NEW L3x3x1/4

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S-505

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A

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S-505 S-505

(TYP.)

U-BOLT

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SECTION 3

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SECTION 4

SCALE=N.T.S

SECTION

B

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SECTION

A

SCALE=N.T.S

SECTION

6 NOTE: SEE STEEL BRACING NOTES ON SHEET S-601.

THROUGH BRIDGE DECK

BOLT (TYP.) INSTALLED

(TYP.)

5'-0" SPACING (TYP.)

INSTALLED APPROX.

NEW L3x3x1/4 BRACE

5'-0" SPACING (TYP.)

INSTALLED APPROX.

NEW L3x3x1/4 BRACE

(TYP.)

U-BOLT

(TYP.)

EXIST. GIRDER

S-101 S-101

(TYP.)

BOTT. CHORD

EXIST. GIRDER

5'-0" SPACING (TYP.)

INSTALLED APPROX.

NEW L3x3x1/4 BRACE

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BACKFILL", PART 2.1.2.

STANDARD SPECIFICATIONS SECTION 209 "GRANULAR

GRAVEL BLANKET SHALL BE IN ACCORDANCE WITH NH DOT2.

"RIPRAP".

STANDARD SPECIFICATIONS TABLE 583-1 AND SECTION 583

RIPRAP TO BE CLASS III RIPRAP IN ACCORDANCE WITH NH DOT1.

RIPRAP NOTES:

PAINT HAS BEEN APPLIED.

ZINC RICH PAINT. DO NOT HEAT SURFACES TO WHICH REPAIR

REPAIR DAMAGE TO GALVANIZED COATINGS USING ASTM A7807.

TYPE 1 WASHERS IN ACCORDANCE WITH AISC 360.

TYPE 1 BOLTS, ASTM A563 GRADE DH NUTS, AND ASTM F436

ALL CONNECTIONS TO BE MADE UP OF ASTM A325 GRADE A6.

ALL BRACING IS TO BE ASTM A36 STEEL PER AISC 360.5.

BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123.

ALL BRACING MEMBERS AND CONNECTION MATERIALS SHALL4.

BEING INSTALLED.

HOLES SHALL BE LOCATED IN THE STEEL ANGLES AND PLATES

MEMBERS OF THE BRIDGE STRUCTURE IS PROHIBITED. BOLT

DRILLING INTO OR MODIFICATION OF THE EXISTING STEEL3.

CHORDS OF THE GIRDERS AS INDICATED ON THE PLANS.

2. INSTALL HORIZONTAL BRACING ALONG THE TOP AND BOTTOM

SIZING.

FIELD VERIFY ALL SIZES OF EXISTING ELEMENTS FOR U-BOLTS1.

STEEL BRACING NOTES:

WORK OR WHICH BLENDS NATURALLY WITH SURROUNDING RIVERBED.

AND IN A MANNER WHICH REPLICATES THE SITE CONDITION PRIOR TO

DISPOSED OF ONSITE AS DIRECTED BY THE CONTRACTING OFFICER

ALL MATERIALS REMOVED OR EXCAVATED DURING WORK IS TO BE12.

AREAS TO PRECONSTRUCTION CONDITIONS OR BETTER.

REMOVE WATER DIVERTING STRUCTURES AND STABILIZE DISTURBED11.

THE AREAS IDENTIFIED ON THE DRAWINGS.

D6825 AND NH DOT STANDARDS. RIPRAP SHALL BE PLACED WITHIN

PLACE RIPRAP OVER GRAVEL BLANKET IN ACCORDANCE WITH ASTM10.

NH DOT STANDARDS WITHIN THE LIMITS IDENTIFIED ON THE DRAWINGS.

PLACE GRAVEL BLANKET OVER RIVERBED IN ACCORDANCE WITH9.

REMOVE FORMWORK.8.

ACCORDANCE WITH ACI 304.2R AS APPLICABLE.

PLACEMENT OF CONCRETE BY PUMPING SHALL BE PERFORMED IN7.

THE REQUIREMENTS OF THE SPECIFICATIONS.

COMPLETELY FILLED. CONCRETE IS TO BE IN ACCORDANCE WITH

PLACE CONCRETE INTO VOID OPENING SO THAT VOID IS6.

ACI SP-66, AND THE SPECIFICATIONS.

GRADE 60 IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318,

INSTALL CONCRETE REINFORCING STEEL CONFORMING TO ASTM A615,5.

301 SECTION 2. DESIGN FORMWORK IN ACCORDANCE WITH ACI 347.

PLACE CONCRETE FORMWORK IN ACCORDANCE WITH ACI 117 AND ACI4.

STOCKPILE ALL REMOVED STONES AND MATERIALS FOR LATER USE.3.

PERIMETER OF THE ABUTMENT OR PIER FOUNDATION.

OR HARD SOIL AND A MINIMUM OF 6 FT (8 FT MAXIMUM) BEYOND THE

ABUTMENT TO A DEPTH OF 1 FT BELOW THE EXISTING RIVERBED

REMOVE ALL LOOSE STONES AND MATERIALS BELOW THE PIER AND2.

WITH NH DOT STANDARDS.

AREA. WATER DIVERTING STRUCTURES SHALL BE IN ACCORDANCE

INSTALL WATER DIVERTING STRUCTURES AND DEWATER WORK1.

SCOUR REPAIR NOTES:

FLOWS.

COMPLETE THE WORK THAT COULD BE AFFECTED BY STORM

EQUIPMENT, TOOLS, MATERIALS, OR OTHER ITEMS NEEDED TO

RESPONSIBLE FOR REMOVAL OR PROTECTION OF ANY

IN THE EVENT OF A STORM, THE CONTRACTOR WILL BE7.

DISTURBANCE.

DISTURBANCE TO THE STREAM OUTSIDE OF THE LIMITS OF

EVERY EFFORT SHALL BE UNDERTAKEN TO AVOID UNDUE6.

THE INSPECTING AUTHORITY APPROVES THEIR REMOVAL.

THE APPROVED SEDIMENT AND EROSION CONTROL PLAN AND

ALL DISTURBED AREAS ARE STABILIZED IN ACCORDANCE WITH

SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL5.

WITH AT LEAST AN 18 INCH OVERLAP.

UPSTREAM PORTION COVERS THE DOWNSTREAM PORTION

IMPERVIOUS FABRIC SHALL BE OVERLAPPED SUCH THAT THE4.

FLOODPLAIN.

APPROVED DISPOSAL AREA OUTSIDE OF THE 100-YEAR

INSPECTING AUTHORITY AND CONTRACTING OFFICER

DISPOSE OF THE FILLED GEOTEXTILE BAG IN ANc.

SEDIMENT AT A REASONABLE FLOW RATE.

SEDIMENT TO THE POINT THAT IT CANNOT FILTER THE

REPLACE THE GEOTEXTILE BAG WHEN IT FILLS WITHb.

TIGHTLY SECURE THE CONNECT TO PREVENT LEAKS.

ATTACH THE PUMP HOSE TO THE GEOTEXTILE BAG ANDa.

RE-ENTERING THE STREAM.

PUMPED TO A GEOTEXTILE FABRIC BAG PRIOR TO

ALL DEWATERING OF THE CONSTRUCTION AREA SHALL BE3.

CONTRACTING OFFICER.

OF THE 100 YEAR FLOODPLAIN AS DIRECTED BY THE

ALL EXCAVATION MATERIALS SHALL BE STOCKPILED OUTSIDE2.

INSTALLED AS THE FIRST ORDER OF WORK.

ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE1.

WATER DIVERSION STRUCTURE NOTES:

S I

B

S-601

J

G O

N G

L

IK

J

G O

N G

L

IK

J P

A O

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R A

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:1

T

N G

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2 3 4

S O

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ID

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REQUIREMENTS.

SEE SPECIFICATIONS FOR SIGNAGE AND PLACEMENT3.

PROPERTY AND JUMPING FROM THE BRIDGE.

INSTALL SIGNAGE ON BRIDGE PROHIBITING VANDALISM OF2.

KIND IS NOT PERMITTED.

USING TYPICAL CHAIN LINK FENCE TIE WIRES. WELDING OF ANY

CHAIN LINK FENCING FABRIC TO EXISTING BRIDGE RAILINGS

REATTACH VANDALIZED OR DAMAGED PORTIONS OF EXISTING1.

FENCE REPAIR NOTES:

DETAIL

SCALE=N.T.S.

BRIDGE ALLOWED”. SEE DETAIL 1 THIS SHEET.

SIGNAGE SHALL READ “NO DIVING OR JUMPING FROMC.

VISIBLE TO ALL PERSONS CROSSING THE BRIDGE.

SIGNAGE SHALL BE PROVIDED IN AN APPROPRIATE SIZEB.

OFFICER.

DECK AT A LOCATION APPROVED BY THE CONTRACTING

ATTACHED TO THE RAILING OR FENCING ALONG THE BRIDGE

AT EACH APPROACH TO THE BRIDGE OR PERMANENTLY

INSTALL OR REPLACE SIGNAGE IN A PROMINENT POSITIONA.

IN ACCORDANCE WITH THE FOLLOWING:

AT THE PROJECT LOCATION, NEW SIGNAGE SHALL BE PROVIDED

IN THE EVENT THE ORIGINAL SIGNAGE IS NO LONGER PRESENT2.

CONTRACTING OFFICER.

PREFERRED LOCATION SHALL BE PROVIDED BY THE

NOT POSSIBLE OR IS NO LONGER SUFFICIENT, THE

OFFICER. IF INSTALLATION AT THE ORIGINAL LOCATION IS

SIGNAGE SHALL BE PROVIDED BY THE CONTRACTING

REQUIREMENTS. THE ORIGINAL LOCATION OF EXISTING

ORIGINAL LOCATION ACCORDING TO THE MANUFACTURER’S

BRIDGE CROSSING AND SECURE OR REINSTALL IN ITS

THE CONTRACTOR SHALL INSPECT EXISTING SIGNAGE ON THE1.

SIGNAGE NOTES:

J

G O

N G

L

IK

J

G O

N G

L

IK

J P

A O

L

IN

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X

S-602

F E

N C

IN

G R

E P

A

IR

A

N D S

IG

N A

G E N

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T

N G

U Y

E N

J U

L Y