Bridge_Repairs_Route_327_Drawings.pdf

TITLE

COVER

GENERAL NOTES

SITE PLAN

DEMOLITION PLAN

NEW WORK

MISC. DETAILS

GUARDRAIL DETAIL

DRAWING #

ISSUED FOR

CONSTRUCTION

DATE: 26 APR 2018

WS-85210-2018-G-GI-01

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

F18 Bridge Repair Route 327

COVER

S

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

WHITE SANDS MISSILE RANGE, NEW MEXICO

DESIGN BRANCH

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GHB

GHB

Rafael Acosta

Samuel E. Morris

04/26/2018 NONE

ISSUED FOR

CONSTRUCTION

DATE: 26 APR 2018

WS-85210-2018-C-G-02

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FY18 Bridge Repair Route 327

GENERAL NOTES

GHB

GHB

Rafael Acosta

Samuel E. Morris

04/26/2018 NONE

AutoCAD SHX Text

1. Contractor shall coordinate all work with existing conditions and Contractor shall coordinate all work with existing conditions and construction drawings. provide all equipment, material and labor as required for complete functional system. 2. All materials and equipment shall be installed in accordance with All materials and equipment shall be installed in accordance with manufacture's published recommendations, contract documents, industry standards and all federal, state, and local codes and amendments as adopted by the government for service intended by the Contracting Officer. The install of all materials and equipment shall be made by experience and licensed craftsman in a neat worksman like manner. All materials, supervision, labor, tool, costs and services necessary to completely install a functional system shall be furnished by the contractor. 3. The term "provide" used in the drawings and scope of work implies the The term "provide" used in the drawings and scope of work implies the contractor is to furnish, transport, install, connect, warrant, and start-up, inclusively. 4. The drawings are diagrammatic only but are required to be followed as The drawings are diagrammatic only but are required to be followed as closely as actual construction conditions and work of other trades permit. 5. Upon completion of work, provide manufacture's operating & maintenance Upon completion of work, provide manufacture's operating & maintenance manual for all equipment including replacement parts list. 6. Contractor shall submit a request for information (RFI) for any concerns Contractor shall submit a request for information (RFI) for any concerns or discrepancies between field conditions and new construction drawings to the Contracting Officer Representative (COR) during pre-construction and/or construction phase. 7. Should there be any concern by the contractor, the contractor is to Should there be any concern by the contractor, the contractor is to submit an RFI through the proper procedures to have his/her concerns resolved. 8. Contractor is to field verify all existing utilities prior to any excavation for Contractor is to field verify all existing utilities prior to any excavation for new signs post/pole foundations. 9. Remove and dispose of any existing rigid concrete. Contractor may dispose Remove and dispose of any existing rigid concrete. Contractor may dispose rigid concrete at the WSMR Hughes Reclamation Area located at the intersection of Watertown and and Hughes Ave. Concrete shall be free of rebar and/or all debris. 10. Contractor shall provide a topographic survey site plan with existing Contractor shall provide a topographic survey site plan with existing grading elevations and proposed new grading and drainage plan for approval. Cut and fill as necessary to achieve grades specified in the Cut and fill as necessary to achieve grades specified in the grading and drainage plan. 11. Crack and joint sealant material shall be hot-poured sealant conforming Crack and joint sealant material shall be hot-poured sealant conforming to the general and physical requirements of AASHTO M301 or AASHTO M173. 12. Routers shall be equipped with bits that are inch in diameter or greater Routers shall be equipped with bits that are inch in diameter or greater 12 inch in diameter or greater as dictated by the project requirements and which provide to 1 inch 34 to 1 inch depth of cut. 13. Cracks shall be routed and cleaned prior to crack and joint sealant Cracks shall be routed and cleaned prior to crack and joint sealant material applied. 14. Seal each joint such that after cooling, the level of the sealant is no Seal each joint such that after cooling, the level of the sealant is no more than inch below the pavement surface, but not above the 12 inch below the pavement surface, but not above the pavement surface. Use a squeegee to ensure that a 3 inch wide band is centered on the finished sealed crack. 15. Provide a Master Seal Tire Rubber Modified Surface Sealer (TRMSS) fog seal Provide a Master Seal Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal on the 100' stretch of Route 13 per manufacturer specifications. 16. Vehicular traffic will not be permitted on the pavement surface until Vehicular traffic will not be permitted on the pavement surface until sufficient curing time has elapsed to eliminate pickup or tracking of the sealant. 17. Apply water for dust control per section 158 of the FP-03. Contractor Apply water for dust control per section 158 of the FP-03. Contractor may utilize water standpipe located near Marcial Site on Route 5 (Northing = 3,705,029.310; Easting = 340,446.986 WGS84 Meters). Metering of water usage shall be required. Approximate distance from project site is 15.5 miles. 18. A borrow pit is available for use. Borrow pit is located near RR13/RR16 A borrow pit is available for use. Borrow pit is located near RR13/RR16 intersection. Approximate distance from project site is 2.2 miles.

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1. All sign materials and installation shall comply with the latest edition All sign materials and installation shall comply with the latest edition of the Manual on Uniform Traffic Control Devices, Section 701 of NMSHTD and Plan Sheet 6. 2. All sign panels shall conform to ASTM B 209. Sign panels shall be All sign panels shall conform to ASTM B 209. Sign panels shall be constructed of 0.125" Aluminum. 3. All traffic signs with the exception of ADA parking signs shall have 2 All traffic signs with the exception of ADA parking signs shall have 2 - 1.75"x1.75" galvanized square post conforming to ASTM A 1011, grade 55. 4. All sign sheeting shall comply with ASTM D4951 Type III High Intensity All sign sheeting shall comply with ASTM D4951 Type III High Intensity Prismatic Sheeting. 5. NCHRP 350 compliant breakaways sleeves required on all sign NCHRP 350 compliant breakaways sleeves required on all sign installations. 6. All new traffic signs, specifications and placement distances are as All new traffic signs, specifications and placement distances are as per sign details and sign distances tables of the "standard highway signs" standard manual, 2004 edition. 7. All new signs are to be installed at designated areas and new sign All new signs are to be installed at designated areas and new sign posts should have a "slipbase system" & shall be installed at a safe clearance distance from the existing curb or edge of pavement. 8. Traffic signs in good condition, that can be salvaged, deliver to WSMR Traffic signs in good condition, that can be salvaged, deliver to WSMR Sign Shop in Building 1832. Other signs need to be dispose offsite.

AutoCAD SHX Text General Notes:

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1. Develop and implement a Government approved traffic Develop and implement a Government approved traffic control plan for all elements of work. Traffic control plan shall be developed, implemented and maintained in accordance with the NMSHTD, Sections 618, 702 and Chapter 6 of the Manual of Uniform Traffic Control Devices. All work shall be performed in a manner that provides 24 hour per day, 7 days a week, vehicular access adjacent to project area and access to adjacent roads in a safe manner.

AutoCAD SHX Text Material Testing Notes:

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1. During construction, material testing services shall be During construction, material testing services shall be obtained from an independent certified material third party testing laboratory.

EXISTING ROUTE

13 ASPHALT

PAVEMENT

SECTION

EXISTING 4 EA - Ø72" x 67' LENGTH

CORRUGATED METAL PIPE COVERED

IN CONCRETE

EXISTING PROJECT

BOUNDARY 20' x 100'

BITUMINOUS ASPHALT

ROADWAY

INLET

OUTLET

WS-85210-2018-C-SP-03

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FY18 Bridge Repair Route 327

SITE PLAN

GHB

GHB

Rafael Acosta

Samuel E. Morris

04/26/2018 NONE

ISSUED FOR

CONSTRUCTION

DATE: 26 APR 2018

AutoCAD SHX Text N

FY18 BRIDGE REPAIR ROUTE 327- EXISTING SITE PLAN NOT TO SCALE

EXISTING 4 EA - Ø72" x 67' LENGTH

CORRUGATED METAL PIPE COVERED

IN CONCRETE

EXISTING PROJECT

BOUNDARY 20' x 100'

BITUMINOUS ASPHALT

ROADWAY

INLET

WS-85210-2018-C-G-04

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FY18 Bridge Repair Route 327

DEMOLITION PLAN

GHB

GHB

Rafael Acosta

Samuel E. Morris

04/26/2018 NONE

ISSUED FOR

CONSTRUCTION

DATE: 26 APR 2018

AutoCAD SHX Text

FY18 BRIDGE REPAIR ROUTE 327 - DEMOLITION PLAN NOT TO SCALE

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1. Remove existing traffic sign. Remove existing traffic sign. 2. Remove all bushes, shrubs and trees within inlet area to include side slopes, slope above Remove all bushes, shrubs and trees within inlet area to include side slopes, slope above concrete inlet and adjacent to CMP's. Total area encompasses approximately 1,200 SY. Greatest tree stump is approximately 4 inches in diameter. Extra precaution not to damage concrete and CMP's shall be taken when working near inlet. 3. Remove all bushes, shrubs and trees to include side slopes, slope above and adjacent to Remove all bushes, shrubs and trees to include side slopes, slope above and adjacent to CMP outlet. Total area encompasses approximately 1,500 SY. Greatest trees stump is approximately 4 inches in diameter. Extra precaution not to damage CMP's shall be taken when working near outlet.

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GRADE & COMPACT

EXISTING CHANNEL & SIDE

SLOPES 50' BEYOND

CONCRETE CLOTH

C C

D D

E E

F F

WS-85210-2018-C-G-05

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FY18 Bridge Repari Route 327

NEW WORK

GHB

GHB

Rafael Acosta

Samuel E. Morris

04/26/2018 NONE

ISSUED FOR

CONSTRUCTION

DATE: 26 APR 2018

AutoCAD SHX Text

FY18 BRIDGE REPAIR ROUTE 327 - NEW WORK NOT TO SCALE

AutoCAD SHX Text

1. Contractor shall provide a topographic survey site plan with existing grading elevations and Contractor shall provide a topographic survey site plan with existing grading elevations and proposed new grading and drainage plan for approval. 2. Provide 650 linear feet of crack seal within 100' x 20' roadway area. One hundred feet is Provide 650 linear feet of crack seal within 100' x 20' roadway area. One hundred feet is measured 50' from center of flow line each way. Provide 245 SY of Seal Master Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal. 3. Regrade channel, side slopes and slope above concrete culverts. Compact subgrade material Regrade channel, side slopes and slope above concrete culverts. Compact subgrade material to maximum density of 96% per ASTM D1557. A borrow pit is located near intersection of RR13/RR16 (Northing - 3,690,627.990; Easting - 352,067.879 WGS84 Meters). Refer to Plan Sheet 6. 4. Fill & compact outlet side with borrow pit material to a maximum density of 96% per ASTM Fill & compact outlet side with borrow pit material to a maximum density of 96% per ASTM D1557. Borrowed material shall be installed and compacted in layers that shall not exceed 6 inches. Total volume is approximately 4,200 CY. Refer to Plan Sheet 6. 5. Install a Geosynthetic Cementitious Composite Mat (Concrete Cloth CC8) from Milliken Install a Geosynthetic Cementitious Composite Mat (Concrete Cloth CC8) from Milliken Infrastructure or Government approved equal. Provide 5' percussion anchors, stainless steel #10 or #12 hex head self-tapping course thread screws, minimum 1.5 inch in length and SIKA FLEX caulk or Government approved equal. Refer to Plan Sheet 6. 6. Install 225 linear feet of metal guardrail and anchorages on each side of culvert structure Install 225 linear feet of metal guardrail and anchorages on each side of culvert structure per Section 606 of New Mexico State Highway Transportation Department (NMSHTD) and Plan Sheet 7. End sections of guardrail system shall be Flared Energy Absorbing Terminal (FLEAT) galvanized steel. 7. Install 4-each, 12"x36" Object Markers; two OM-3R and two OM-3L. Refer to Plan Sheet 2 Install 4-each, 12"x36" Object Markers; two OM-3R and two OM-3L. Refer to Plan Sheet 2 and 6.

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40'

EXISTING 72" CMP INLET

WITHIN CONCRETE

REPAIR HEADWALL WITH

CONCRETE CLOTH & ANCHORS

EXISTING BITUMINOUS ASPHALT

PREPARED FOR CRACK/FOG SEAL

10' WIDE

DRIVING LANE

4 EA - Ø72" x 67' LENGTH

CORRUGATED METAL PIPE

COVERED IN CONCRETE

32' WIDE ROADWAY W/DIRT SHOULDER

67' FROM END OF CULVERT TO END OF CULVERT

CONCRETE

CLOTH

65'

A A

B1 B1

B1

10' WIDE

DRIVING LANE

A

6'

GEOSYNTHETIC

CEMENTITIOUS COMPOSITE

MAT HEADWALL

ROAD ELEV.

48"ID x 76"ID REUSED

CONCRETE CULVERTS

13'

BITUMINOUS

ASPHALT

20'

CONCRETE

CLOTH

32'

EXISTING 72" CMP OUTLET

WITHIN CONCRETE CLOTH

REPAIR HEADWALL WITH

CONCRETE CLOTH & ANCHORS

65'

B2

20'

6'

C

CONCRETE CLOTH

PER MANUFACTURER

INSTRUCTIONS

h=6' w=12'

20'

COMPACT SUBGRADE

MATERIAL TO MAXIMUM

DENSITY OF 96% PER

ASTM D1557

250'

D

E

CONCRETE CLOTH

PER MANUFACTURER

INSTRUCTIONS

w=6'

65' h=12'

COMPACT SUBGRADE

MATERIAL TO MAXIMUM

DENSITY OF 96% PER

ASTM D1557

85'

F

TOP OF ROUTE 327

TOP OF ROUTE 327

B2 B2

33'

20'

ANCHOR

TRENCH

BACKFILL ANCHOR

TRENCH AND

STABILIZE

ANCHOR

TRENCH

BACKFILL ANCHOR

TRENCH AND

STABILIZE

4" OVERLAP

CONCRETE CLOTH

SHINGLE LAPS IN DIRECTION OF

FLOW SECURE WITH FASTENER

SCREWS @ 6"-12" O.C.

F

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SEE ANCHOR

TRENCH DETAIL

COMPACTED

SUBGRADE (ROLLED

SMOOTH)

SEE ANCHOR

TRENCH DETAIL

CONCRETE CLOTH

PERCUSSION ANCHOR (5' LONG, 500 LB CAPACITY VERIFY

IN FIELD) STAGGER ANCHORS EVERY OTHER SEAM;

ANCHOR AT TOP AND BOTTOM TRENCH TO REMAIN EVERY

SEAM

PERCUSSION ANCHOR

(TYP.)

CONCRETE CLOTH

BACKFILL & COMPACT

ANCHOR TRENCH

1'

1'

PERCUSSION ANCHOR

(TYP.)

CONCRETE CLOTH

BACKFILL & COMPACT

ANCHOR TRENCH

9"

1'

1'

WS-85210-2018-C-G-06

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FY18 Bridge Repair Route 327

DETAILS

GHB

GHB

Rafael Acosta

Samuel E. Morris

04/26/2018 NONE

ISSUED FOR

CONSTRUCTION

DATE: 26 APR 2018

AutoCAD SHX Text

INLET CMP TRANSVERSE SECTION

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NOT TO SCALE

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PLAN VIEW: ROUTE 13 ROADWAY

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NOT TO SCALE

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CORRUGATED METAL PIPE LONGITUDINAL SECTION

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NOT TO SCALE

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TYPICAL CONCRETE CLOTH (GCCM) HEADWALL

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NOT TO SCALE

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OUTLET CMP TRANSVERSE SECTION

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NOT TO SCALE

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CONCRETE CLOTH CHANNEL OUTLET SECTION

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NOT TO SCALE

AutoCAD SHX Text side slope: h:w = 6:12 = 1:2 (one to two)

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CONCRETE CLOTH LONGITUDINAL OUTLET SECTION

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NOT TO SCALE

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CONCRETE CLOTH CHANNEL INLET SECTION

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NOT TO SCALE

AutoCAD SHX Text side slope: h:w = 12:6 = 2:1 (two to one)

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CONCRETE CLOTH LONGITUDINAL INLET SECTION

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NOT TO SCALE

AutoCAD SHX Text NOTES: 1. CONCRETE CLOTH TO BE TOED INTO ANCHOR TRENCH CONCRETE CLOTH TO BE TOED INTO ANCHOR TRENCH 2. INTERMEDIATE TOE WALLS TO DEPTH REQUIRED CAN BE INTERMEDIATE TOE WALLS TO DEPTH REQUIRED CAN BE INSTALLED BY TURNING CONCRETE CLOTH VERTICAL 3. SECURE PANELS WITH STAINLESS STEEL SCREWS WITH SECURE PANELS WITH STAINLESS STEEL SCREWS WITH 1.5" STAINLESS STEEL FENDER WASHER 4. USE A FLEXIBLE SEALANT (LOCTITE) BETWEEN OVERLAP USE A FLEXIBLE SEALANT (LOCTITE) BETWEEN OVERLAP JOINT FOR ADDITIONAL JOINT PERFORMANCE 5. FOLLOW MILLIKEN GUIDELINES FOR HYDRATION FOLLOW MILLIKEN GUIDELINES FOR HYDRATION REQUIREMENTS

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CHANNEL ISOMETRIC

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NOT TO SCALE

AutoCAD SHX Text NOTES: 1. FOR OPTIMUM PERFORMANCE ALL FOR OPTIMUM PERFORMANCE ALL JOINTS SHALL BE CONSTRUCTED WITH ADHESIVE WITH MECHANICAL FASTENERS 2. SLOPE DIMENSIONS, MATERIAL SLOPE DIMENSIONS, MATERIAL QUANTITIES ARE TO BE FIELD VERIFIED BY CONTRACTOR 3. FOR HYDRATION REQUIREMENTS REFER FOR HYDRATION REQUIREMENTS REFER TO MILLIKEN HYDRATION GUIDELINE

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LOWER ANCHOR TRENCH DETAIL

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NOT TO SCALE

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UPPER ANCHOR TRENCH DETAIL

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NOT TO SCALE

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TYPICAL SECTION

NOT TO SCALE

24"

9"

8" MIN

2" MIN - 4" MAX

1"

SLIPBASE ASSEMBLY-BOLTING PROCEDURES:

1. ASSEMBLE SIGN POST AND ANCHOR POST WITH

BOLTS AND FLAT WASHERS PER BOLT AS SHOWN.

2. SHIM AS REQUIRED TO PLUMB POST.

3. TIGHTEN ALL BOLTS THE MAXIMUM POSSIBLE WITH 12 TO 15 INCH

WRENCH TO CLEAN BOLTS THREADS AND TO BED WASHERS AND

SHIMS.

4. LOOSEN EACH BOLT IN SEQUENCE AND RE-TIGHTEN BOLTS IN A

SYSTEMATIC ORDER TO THE PRESCRIBED TORQUE. DO NOT OVER

TIGHTEN.

5. TO PREVENT NUT LOOSENING, BURR THREADS OF BOLT AT JUNCTION

WITH NUT USING A CENTER PUNCH.

HOLES 1" FOUR SIDES,

1.75" X 1.75" POST

CORNER BOLT

FINISHED GRADE

BOLT STOP FOR

SIGN POST

ANCHOR SLEEVE

(ONE SIZE LARGER

THAN POST)

CORRUGATED METAL PIPE CULVERT CROSSING

BEGINNING LAP

INTERMEDIATE LAPEND LAP

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST

& BLOCK

EXISTING CMP

BARRELS

EXISTING

AGGREGATE BASE

COURSE

EXISTING ASPHALT

SURFACE

SET POST VERTICAL. VARY

POST LENGTH AS REQUIRED

FOR GRADE

GUARDRAIL POST &

BLOCK

EXISTING CMP

BARRELS

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M

A X

Color:

Reflectorized Black &

Yellow Design.

OBJECT MARKER SIGN

NTS

EDGE OF SHOULDER

ANCHOR SLEEVE

(ONE SIZE LARGER

THAN POST)

HOLES 1" FOUR SIDES, 1.75" X

1.75" HOT GALVANIZED POST; 12

GAUGE W/NESTED POST

ANCHOR SYSTEM IN

ACCORDANCE WITH ASTM A 653

OR ASTM A 123

BENDING DESIGN

BREAKAWAY

WS-85210-2018-C-G-07

WHITE SANDS MISSILE RANGE, NEW MEXICO

ENGINEERING DIVISION

DIRECTORATE OF PUBLIC WORKS

DRAWING NUMBER

REVISIONS

DESCRIPTION

SHEET

CHIEF DESIGN BRANCH

CHIEF, ENGINEERING DIVISION

APPROVED

DATE SCALE

CHECKED

PROJECT MANAGER

RECOMMENDED

SUBMITTED

DESIGNED BY

DRAWN

NUMBER DATE

OF

PLATE

APPROVEDBY

FY18 Bridge Repair Route 327

GUARDRAIL DETAIL

GHB

GHB

Rafael Acosta

Samuel E. Morris

04/26/2018 NONE

ISSUED FOR

CONSTRUCTION

DATE: 26 APR 2018

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SLIPBASE SYSTEM

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NOT TO SCALE

AutoCAD SHX Text NOTE: THERE ARE VARIOUS DEVICES APPROVED FOR THE SLIPBASE SYSTEM. THE DEVICES SHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS AND RECOMMENDATIONS. INSTALLATION PROCEDURES SHALL BE PROVIDED TO THE ENGINEER BY CONTRACTOR.

DIRECTION OF TRAVEL