100__Bid_Set_Design_Drawings_Bridge_Repairs_Route_7_W911SG19B0009.pdf
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100% Bid Set Design_Drawings_Bridge Repairs Route 7 W911SG19B0009
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SKETCHESIBI-WHI-17-RR7B8-8
BID SET
100% DESIGN
DATE: 28 JUNE 2019
WS-85120-2019-G-GI-01 COVERSHEET/DRAWING INDEX
WS-85120-2019-C-G-02 GENERAL NOTES
WS-85120-2019-C-SP-03 SITE PLAN ROUTE 7, BRIDGE 8
WS-85120-2019-C-D-04 DEMOLITION PLAN ROUTE 7, BRIDGE 8
WS-85120-2019-C-G-05 NEW WORK ROUTE 7, BRIDGE 8
WS-85120-2019-C-DT-06 MISC. DETAILS ROUTE 7, BRIDGE 8
WS-85120-2019-C-DT-07 GUARDRAIL DETAIL ROUTE 7, BRIDGE 8
WS-85120-2019-C-SP-08 SITE PLAN ROUTE 7, BRIDGE 9
WS-85120-2019-C-D-09 DEMOLITION PLAN ROUTE 7, BRIDGE 9
WS-85120-2019-C-G-10 NEW WORK ROUTE 7, BRIDGE 9
WS-85120-2019-C-DT-11 GUARDRAIL DETAIL ROUTE 7, BRIDGE 9
WS-85120-2019-C-SP-12 SITE PLAN ROUTE 7, BRIDGE 10
WS-85120-2019-C-D-13 DEMOLITION PLAN ROUTE 7, BRIDGE 10
WS-85120-2019-C-G-14 NEW WORK ROUTE 7, BRIDGE 10
WS-85120-2019-C-DT-15 MISC. DETAILS ROUTE 7, BRIDGE 10
WS-85120-2019-C-DT-16 GUARDRAIL DETAIL ROUTE 7, BRIDGE 10
WS-85120-2019-C-DT-17 TRAFFIC SIGN/PAVEMENT MARKING DETAIL
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CONCURRENCES
Note: Signatures affixed on this sheet indicate official recommendation and approval of all the drawings in this set as indexed on this sheet.
Garrison Safety
Physical Security
Fire Department
DPW Environmental
Anti-Terrorism/Force Protection
Information Management
Operations and Maintenance Division
Customer 1
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ROUTE 7,
BRIDGE 8 &
BRIDGE 9
LOCATIONS
MID-RANGE
(ROUTE 6)
ROUTE 7,
BRIDGE 10
LOCATION
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DIRECTORATE OF PUBLIC WORKS
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DESIGNED BY
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FY19 BRIDGE REPAIR ROUTE 7
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WS-85120-2019-G-GI-01
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WHITE SANDS MISSILE RANGE, NEW MEXICO
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DIRECTORATE OF PUBLIC WORKS
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ENGINEERING DIVISION
BID SET
100% DESIGN
DATE: 28 JUNE 2019
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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 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. 7. Contractor shall remove and dispose of any existing rigid concrete. Contractor shall 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. 8. 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. 9. 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. 10. 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. 11. 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. 12. 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. 13. 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 all 3 sections of Route 7 per manufacturer specifications. 14. Vehicular traffic will not be permitted on the pavement surface for a Vehicular traffic will not be permitted on the pavement surface for a minimum of two hours after application to allow for curing and eliminate pickup or tracking of the sealant. Contractor shall follow manufacturer recommendations for curing times. Curing times are dependent upon weather and ambient temperature. Contractor will not be allowed to block Route 7 to complete Crack/Fog seal. Traffic Control Plan of one lane closure shall be submitted to the COR as a submittal for approval. 15. 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 13 miles north of Small Missile Range (Lat. = 32.64779; Long. = -106.44688). Approximate distance from project site (RR7B0008) is 9.7 miles, (RR7B0009) is 11.8 miles & (RR7B0010) is 20.3 miles. 16. A borrow pit is available for use. Borrow pit (Lat.=32.86691; A borrow pit is available for use. Borrow pit (Lat.=32.86691; Long.=-106.51978) is located approximately 7.8 miles north of project site (RR7B0008), 5.8 miles north of RR7B0009 & 5.9 miles south of RR7B0010.
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1. Contractor shall remove all existing traffic signs within prjoect area Contractor shall remove all existing traffic signs within prjoect area and install new signs per schedules, Plan Sheet 17. 2. 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 17. 3. 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. 4. All traffic signs shall have 2 - 1.75"x1.75" galvanized square post All traffic signs shall have 2 - 1.75"x1.75" galvanized square post conforming to ASTM A 1011, grade 55. 5. All sign sheeting shall comply with ASTM D4951 Type IX Diamond All sign sheeting shall comply with ASTM D4951 Type IX Diamond Grade VIP Sheeting. 6. NCHRP 350 compliant breakaways sleeves required on all sign NCHRP 350 compliant breakaways sleeves required on all sign installations with the exception of delineators. 7. 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, 2009 edition. 8. 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 clear distance from the existing curb or edge of pavement. 9. Al traffic signs and posts shall be disposed offsite at a State Licensed Al traffic signs and posts shall be disposed offsite at a State Licensed Landfill.
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1. Develop and implement a Government approved traffic control plan for 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. 2. Contractor shall provide their own flag men, construction barrels and Contractor shall provide their own flag men, construction barrels and cones on Route 7 while completing crack/fog seal phase. Contractor will not be allowed to block Route 7 for any extended period of time.
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1. During construction, material testing services shall be obtained from an During construction, material testing services shall be obtained from an independent certified material third party testing laboratory.
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1. All pavement markings & striping should be 4" wide, white or yellow All pavement markings & striping should be 4" wide, white or yellow as indicated on the details and Plan Sheet 17 and shall conform to the standard highway colors. 2. All pavement markings are to be installed by using Type "B" All pavement markings are to be installed by using Type "B" Type "B" Waterborne Acrylic pavement marking material with glass beads per Section 634.08 of the FP-03 & Plan Sheet 17 of drawings. Application . Application shall be 12# beads per 100 S.F. 3. All specifications for pavement markings are as per the Manual on All specifications for pavement markings are as per the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, 2009 Edition. 4. Edge line striping should typically be placed 6 inches from the edge of Edge line striping should typically be placed 6 inches from the edge of pavement. Edge line striping is not required in stand-up curb or curb and gutter sections of roadway. 5. Prepare road surface prior to applying roadway markings per mfg. Prepare road surface prior to applying roadway markings per mfg. instructions.
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1. Reinforcement for concrete wing wall shall be Grade 60 - Reinforcement for concrete wing wall shall be Grade 60 - #4 rebar at 12" vertical and horizontal spaced at 12" O.C.E.W. Clearance from face of concrete shall be 3 inches. 2. Reinforcing steel bars shall conform to ASTM A-615-a grade Reinforcing steel bars shall conform to ASTM A-615-a grade 60.
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1. Reinforcing for concrete shall be the same as indicated in Reinforcing for concrete shall be the same as indicated in the details. 2. A white pigmented membrane curing shall be used for A white pigmented membrane curing shall be used for concrete wing wall. 3. All concrete work shall be in accordance with ACI 318-02. All concrete work shall be in accordance with ACI 318-02. 4. Concrete slump shall be 3.0" +/- 1.0". Concrete slump shall be 3.0" +/- 1.0". 5. Concrete shall have a compressive strength of f'c=4,000 Concrete shall have a compressive strength of f'c=4,000 (Class AA concrete) psi at 28 days with air entrainment between 6.5-9% unless otherwise noted.
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1. During construction, material testing services shall include but During construction, material testing services shall include but not be limited to compaction of sub-grade, sub-base, base course, asphalt and concrete compressive strength. Testing shall be obtained from an independent certified third party material testing laboratory.
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EXISTING CONCRETE
BOX CULVERT 4 EA -
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FY19 BRIDGE REPAIR ROUTE 7 BRIDGE 8 - DEMOLITION PLAN NOT TO SCALE
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1. Contractor shall remove existing Object Marker traffic signs. Contractor shall remove existing Object Marker traffic signs. 2. Contractor shall remove all bushes, shrubs and trees within 20' of inlet apron area to Contractor shall remove all bushes, shrubs and trees within 20' of inlet apron area to include side slopes, behind wing walls, above concrete inlet and adjacent to concrete box culvert headwall and wing walls. Total area encompasses approximately 100 SY. Greatest tree stump is approximately 4 inches in diameter. Extra precaution not to damage concrete apron, wing walls and headwall shall be taken when working near inlet. 3. Contractor shall remove all bushes, shrubs and trees within 110' of outlet apron area to Contractor shall remove all bushes, shrubs and trees within 110' of outlet apron area to include side slopes, behind wing walls, concrete above outlet apron and adjacent to concrete box culvert headwall and wing walls. Total area encompasses approximately 360 SY. Greatest trees stump is approximately 4 inches in diameter. Extra precaution not to damage concrete apron, wing walls and head wall shall be taken when working near outlet. 4. Contractor shall remove the northeast wing wall of culvert structure by saw-cutting at the Contractor shall remove the northeast wing wall of culvert structure by saw-cutting at the apron and headwall. Contractor shall leave a smooth finish for the installation of new concrete wing wall. See Plan Sheet 6 for wing wall dimensions. 5. Contractor shall remove 60'L x 2'W asphalt roadway on shoulder of east side of Route 7 Contractor shall remove 60'L x 2'W asphalt roadway on shoulder of east side of Route 7 on southeast side of culvert structure.
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DATE: 28 JUNE 2019
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FY19 BRIDGE REPAIR ROUTE 7 BRIDGE 8 - NEW WORK NOT TO SCALE
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1. Contractor shall provide a topographic survey site plan with existing grading elevations and proposed new grading and Contractor shall provide a topographic survey site plan with existing grading elevations and proposed new grading and drainage plan. 2. Contractor shall provide 2,500 linear feet of crack seal and 435 SY of Seal Master Tire Rubber Modified Surface Contractor shall provide 2,500 linear feet of crack seal and 435 SY of Seal Master Tire Rubber Modified Surface 2,500 linear feet of crack seal and 435 SY of Seal Master Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal within 150' x 26' roadway area. One hundred fifty feet is measured 50' from center of flow line to the north and 100' from center of flow line to the south on roadway. 3. Contractor shall regrade channel, side slopes and slope above concrete culverts. Compact subgrade material to Contractor shall 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 just north of project site on west side of Route 7 (Lat.= 32.813498; Long.= -106.502896). 4. Contractor shall fill & compact outlet side with borrow pit material to a maximum density of 96% per ASTM D1557. Contractor shall 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 245 CY. 5. Contractor shall install a Geosynthetic Cementitious Composite Mat (Concrete Cloth CC8) from Milliken Infrastructure or Contractor shall install a Geosynthetic Cementitious Composite Mat (Concrete Cloth CC8) from Milliken Infrastructure or Government approved equal. Provide 3' 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. Contractor shall install 125 linear feet of SKT metal guardrail and anchorages on each side of culvert structure per Contractor shall install 125 linear feet of SKT 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. Contractor shall install 4-each, 12"x36" Object Markers; two OM-3R and two OM-3L per MUTCD standards. Refer to Contractor shall install 4-each, 12"x36" Object Markers; two OM-3R and two OM-3L per MUTCD standards. Refer to Plan Sheets 2 and 17. 8. Contractor shall construct a concrete wing wall on northeast side of culvert structure with Type V, Class "AA" (4,000 Contractor shall construct a concrete wing wall on northeast side of culvert structure with Type V, Class "AA" (4,000 psi) air entrained concrete per General Notes Plan Sheet 2. Contractor shall provide #4 rebar every 12" both vertically and horizontally. Rebar shall be tied into existing apron and headwall by drilling minimum 6 inches and providing an epoxy to lock-in rebar. All exposed edges shall have a " x 45 chamfer. 34" x 45 chamfer. 9. Contractor shall install a gabion mattress over an approved geotextile fabric adjacent to concrete apron on upstream Contractor shall install a gabion mattress over an approved geotextile fabric adjacent to concrete apron on upstream side of water crossing per Plan Sheet 6. Gabion mattress shall be 12" deep and include crushed rocks ranging from 8" to 12" in size. 10. Contractor shall patch roadway shoulder (approximately 15 SY) with a bituminous asphalt cold patch per Section 417 Contractor shall patch roadway shoulder (approximately 15 SY) with a bituminous asphalt cold patch per Section 417 of New Mexico State Highway and Transportation Department (NMSHTD, 2014 Edition). Patch work consists of saw-cutting, remove existing asphalt, compacting subgrade to 96% per ASTM D1557 and applying a tack coat per Section 407 of NMSHTD (2014 Edition). 11. Contractor shall apply 675 LF (Two coats) of a Type "B" Waterborne Acrylic Traffic Pavement Marking per Section Contractor shall apply 675 LF (Two coats) of a Type "B" Waterborne Acrylic Traffic Pavement Marking per Section 634.04 of the Federal Highway Administration (FP-03).
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AutoCAD SHX Text Rafael Acosta
AutoCAD SHX Text 06/28/2019
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NONE
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OF
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EXISTING BITUMINOUS ASPHALT
PREPARED FOR CRACK/FOG SEAL
10' WIDE
DRIVING LANE
4 EA - 5'-0" x 7'-1" CONCRETE
BOX CULVERTS
39'-8" OUT TO OUT
EXISTING CONCRETE APRON,
WING WALL & HEADWALL
A
10' WIDE
DRIVING LANE
A
BITUMINOUS
ASPHALT
B
CONCRETE CLOTH BEHIND
WING WALL & IN CHANNEL
EXISTING CONCRETE
BOX CULVERTS
REPAIR BEHIND WING WALLS, SIDE
SLOPES AND CHANNEL WITH
CONCRETE CLOTH & ANCHORS
31'-9"
C
CONCRETE CLOTH PER
MANUFACTURER
INSTRUCTIONS
W=10'
20'
H=5'
COMPACT SUBGRADE
MATERIAL TO MAXIMUM
DENSITY OF 96% PER ASTM
D1557
TOP OF ROUTE 7
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
L
O
W
Y
P
SEE ANCHOR
TRENCH DETAIL
COMPACTED SUBGRADE
(ROLLED SMOOTH)
SEE ANCHOR TRENCH DETAIL
CONCRETE CLOTH
PERCUSSION ANCHOR (3' 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'
12"
18"
6"
45'
18"
INLET
OUTLET
C
C
D
12"
13'-8"
20'20'
5'-0" 7'-1"
2'-0"
0'-7"
20'-0"
D
A
B
B
6"
BID SET
100% DESIGN
DATE: 28 JUNE 2019
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PLAN VIEW: ROUTE 7, BRIDGE 8
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NOT TO SCALE
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CONCRETE BOX CULVERTS LONGITUDINAL SECTION
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NOT TO SCALE
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OUTLET CBC 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 = 5:10 = 1:2 (one to two)
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
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NOT TO SCALE
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RIP RAP SECTION DETAIL
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RIP RAP SECTION DETAIL
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DIRECTORATE OF PUBLIC WORKS
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DESIGNED BY
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CHIEF, ENGINEERING DIVISION
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DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
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SUBMITTED
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PROJECT MANAGER
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NO.
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DATE
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WHITE SANDS MISSILE RANGE, N.M.
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DRAWING NUMBER
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SCALE
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SHEET
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ENGINEERING DIVISION
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PLATE
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DESCRIPTION
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REVISIONS
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APPROVED
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BY
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DETAILS
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BRIDGE REPAIR ROUTE 7, BRIDGE 8
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WS-85120-2019-C-DT-06
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GHB
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GHB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Rafael Acosta
AutoCAD SHX Text 06/28/2019
AutoCAD SHX Text
NONE
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OF
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CONCRETE BOX CULVERT CROSSING
BEGINNING LAP
INTERMEDIATE LAPEND LAP
M
I N
M
A X
3"
3"
3"
3"
3"
3"
3"
X"
Y"
STRIPES AT 45 DEGREES
TOWARD TRAVEL WAY.
BACKGROUND: YELLOW
(MUTCD SPECIFICATION,
OBJECT MARKERS) COPY:
BLACK
X AND Y SHALL BE WITHIN
3" OF FACE WIDTH AND
HEIGHT, RESPECTIVELY,
AND FACE SHALL HAVE A
MINIMUM 300 SQUARE
INCHES COPY AREA.
SET POST VERTICAL.
VARY POST LENGTH AS
REQUIRED FOR GRADE
GUARDRAIL POST &
POLYMER COMPOSITE
BLOCK
SET POST VERTICAL.
VARY POST LENGTH
AS REQUIRED FOR
GRADE
GUARDRAIL POST &
POLYMER COMPOSITE
BLOCK
W6x9
BOLT MAY BE
PLACED THROUGH
EITHER LEFT OR
RIGHT FLANGE
BOLT HOLE
" x 10" BUTTON HEAD BOLT
WITH OVAL GRIP & HEX NUT
EXISTING SUB BASE
EXISTING 6" THICK
AGGREGATE BASE
COURSE
EXISTING 3" THICK
ASPHALT SURFACE
NO BLOCK OUT
W6x9 METAL POSTS
NOT TO SCALE
PROPOSED SKT 350 GUARDRAIL SYSTEM PLAN VIEW
NO SCALE
BID SET
100% DESIGN
DATE: 28 JUNE 2019
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DIRECTION OF TRAVEL
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DIRECTORATE OF PUBLIC WORKS
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DESIGNED BY
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CHIEF, ENGINEERING DIVISION
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DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
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SUBMITTED
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PROJECT MANAGER
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CHECKED BY
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DRAWN BY
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NO.
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DATE
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WHITE SANDS MISSILE RANGE, N.M.
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DRAWING NUMBER
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SCALE
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SHEET
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ENGINEERING DIVISION
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PLATE
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DESCRIPTION
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REVISIONS
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APPROVED
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BY
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GUARDRAIL DETAIL
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BRIDGE REPAIR ROUTE 7, BRIDGE 8
AutoCAD SHX Text
WS-85120-2019-C-DT-07
AutoCAD SHX Text
GHB
AutoCAD SHX Text
GHB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Rafael Acosta
AutoCAD SHX Text 06/28/2019
AutoCAD SHX Text
NONE
AutoCAD SHX Text
OF
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EXISTING CONCRETE BOX CULVERT
5 EA - 12'-10"W x 84'-6"L x 6'-0"H
EXISTING PROJECT
BOUNDARY 130' x 24'
BITUMINOUS ASPHALT
ROADWAY
INLET
OUTLET
W H
I T E
S A N
D S
M
I S S I L E
R A N
G E
W H
I T E
S A N
D S
M
O N
U M
E N
T
LAT. = 32.80923
LONG. = -106.49252
N
BID SET
100% DESIGN
DATE: 28 JUNE 2019
AutoCAD SHX Text
FY19 BRIDGE REPAIR ROUTE 7 BRIDGE 9 - EXISTING SITE PLAN NOT TO SCALE
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DIRECTORATE OF PUBLIC WORKS
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DESIGNED BY
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CHIEF, ENGINEERING DIVISION
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DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
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SUBMITTED
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PROJECT MANAGER
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CHECKED BY
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DRAWN BY
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NO.
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DATE
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WHITE SANDS MISSILE RANGE, N.M.
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DRAWING NUMBER
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SCALE
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SHEET
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ENGINEERING DIVISION
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PLATE
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DESCRIPTION
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REVISIONS
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APPROVED
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BY
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SITE PLAN
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BRIDGE REPAIR ROUTE 7, BRIDGE 9
AutoCAD SHX Text
WS-85120-2019-C-SP-08
AutoCAD SHX Text
GHB
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GHB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Rafael Acosta
AutoCAD SHX Text 06/28/2019
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NONE
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OF
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FENCE LINE (END
EROSION CLEAN UP)
END EROSION
CLEAN UP
N
BID SET
100% DESIGN
DATE: 28 JUNE 2019
AutoCAD SHX Text
FY19 BRIDGE REPAIR ROUTE 7 BRIDGE 9 - DEMOLITION PLAN NOT TO SCALE
AutoCAD SHX Text Demo Work:
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1. Contractor shall remove existing Object Marker traffic signs. Contractor shall remove existing Object Marker traffic signs. 2. Contractor shall remove all bushes, shrubs and erosion buildup within 200' of inlet area to include Contractor shall remove all bushes, shrubs and erosion buildup within 200' of inlet area to include side slopes, channel bed, adjacent to abutments and above concrete box culverts. Total area encompasses approximately 2,000 SY. Extra precaution not to damage concrete box culverts shall be taken when working near inlet. 3. Contractor shall remove all bushes, shrubs and erosion within 25' of outlet area to include side Contractor shall remove all bushes, shrubs and erosion within 25' of outlet area to include side slopes, channel bed, adjacent to abutments and above concrete box culverts. Total area encompasses approximately 350 SY. Extra precaution not to damage concrete box culverts and White Sands Monument fence line shall be taken when working near outlet. Channel bed shall be graded so that flow line is at the same elevation of culvert outlet. 4. Contractor shall remove 4' of built up aggradation within all 5 cells of culvert structure. Aggradation Contractor shall remove 4' of built up aggradation within all 5 cells of culvert structure. Aggradation consists of silt, sand and mainly rocks. Contractor shall take precaution not to damage culvert bottom, top and walls during clearing of barrels. All removed silts, sands and rocks may be disposed near arroyo embankment.
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DIRECTORATE OF PUBLIC WORKS
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DESIGNED BY
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CHIEF, ENGINEERING DIVISION
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DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
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SUBMITTED
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PROJECT MANAGER
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CHECKED BY
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DRAWN BY
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NO.
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DATE
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WHITE SANDS MISSILE RANGE, N.M.
AutoCAD SHX Text
DRAWING NUMBER
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SCALE
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SHEET
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ENGINEERING DIVISION
AutoCAD SHX Text
PLATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
BY
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
AutoCAD SHX Text
BRIDGE REPAIR ROUTE 7, BRIDGE 9
AutoCAD SHX Text
WS-85120-2019-C-D-09
AutoCAD SHX Text
GHB
AutoCAD SHX Text
GHB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Rafael Acosta
AutoCAD SHX Text 06/28/2019
AutoCAD SHX Text
NONE
AutoCAD SHX Text
OF
AutoCAD SHX Text
EXISTING PROJECT
BOUNDARY 130' x 24'
BITUMINOUS ASPHALT
ROADWAY
INLET
OUTLET
FENCE
LINE
EXISTING CONCRETE BOX CULVERT
5 EA - 12'-10"W x 84'-6"L x 6'-0"H
N
BID SET
100% DESIGN
DATE: 28 JUNE 2019
AutoCAD SHX Text
FY19 BRIDGE REPAIR ROUTE 7 BRIDGE 9 - NEW WORK NOT TO SCALE
AutoCAD SHX Text
1. Contractor shall provide 350 SY of Seal Master Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved Contractor shall provide 350 SY of Seal Master Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal. 2. Contractor shall regrade channel bed, side slopes, abutments and slope above concrete culverts and compact subgrade material. Contractor shall regrade channel bed, side slopes, abutments and slope above concrete culverts and compact subgrade material. Channel bed shall be graded so that flow line is at the same elevation of culvert inlet. Total area encompasses approximately 1,600 SY. A borrow pit is located just west of project site on west side of Route 7 (Lat.= 32.813498; Long.= -106.502896). 3. Contracotr shall regrade channel bed, side slopes, abutments and slope above concrete culverts and compact subgrade material. Contracotr shall regrade channel bed, side slopes, abutments and slope above concrete culverts and compact subgrade material. nnel bed, side slopes, abutments and slope above concrete culverts and compact subgrade material. Channel bed shall be graded so that flow line is at the same elevation of culvert outlet. Total area encompasses approximately 225 SY. 4. Contractor shall install 163 linear feet of SKT metal guardrail and anchorages on each side of culvert structure per Section 606 Contractor shall install 163 linear feet of SKT metal guardrail and anchorages on each side of culvert structure per Section 606 linear feet of SKT metal guardrail and anchorages on each side of culvert structure per Section 606 of New Mexico State Highway Transportation Department (NMSHTD) and Plan Sheet 12. End sections of guardrail system shall be Flared Energy Absorbing Terminal (FLEAT) galvanized steel. 5. Contractor shall install 4-each, 12"x36" Object Markers; two OM-3R and two OM-3L. Refer to Plan Sheet 2 and 17. Contractor shall install 4-each, 12"x36" Object Markers; two OM-3R and two OM-3L. Refer to Plan Sheet 2 and 17. 6. Contractor shall apply 585 LF (Two coats) of a Type "B" Waterborne Acrylic Traffic Pavement Marking per Section 634.04 of the Contractor shall apply 585 LF (Two coats) of a Type "B" Waterborne Acrylic Traffic Pavement Marking per Section 634.04 of the Federal Highway Administration (FP-03).
AutoCAD SHX Text New Work:
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DIRECTORATE OF PUBLIC WORKS
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
CHIEF, ENGINEERING DIVISION
AutoCAD SHX Text
DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
AutoCAD SHX Text
SUBMITTED
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PROJECT MANAGER
AutoCAD SHX Text
CHECKED BY
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DRAWN BY
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NO.
AutoCAD SHX Text
DATE
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WHITE SANDS MISSILE RANGE, N.M.
AutoCAD SHX Text
DRAWING NUMBER
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SCALE
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SHEET
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ENGINEERING DIVISION
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PLATE
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DESCRIPTION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
BY
AutoCAD SHX Text
NEW WORK
AutoCAD SHX Text
AutoCAD SHX Text
BRIDGE REPAIR ROUTE 7, BRIDGE 9
AutoCAD SHX Text
WS-85120-2019-C-G-10
AutoCAD SHX Text
GHB
AutoCAD SHX Text
GHB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Rafael Acosta
AutoCAD SHX Text 06/28/2019
AutoCAD SHX Text
NONE
AutoCAD SHX Text
OF
AutoCAD SHX Text
CONCRETE BOX CULVERT CROSSING
BEGINNING LAP
INTERMEDIATE LAPEND LAP
M
I N
M
A X
3"
3"
3"
3"
3"
3"
3"
X"
Y"
STRIPES AT 45 DEGREES
TOWARD TRAVEL WAY.
BACKGROUND: YELLOW
(MUTCD SPECIFICATION,
OBJECT MARKERS) COPY:
BLACK
X AND Y SHALL BE WITHIN
3" OF FACE WIDTH AND
HEIGHT, RESPECTIVELY,
AND FACE SHALL HAVE A
MINIMUM 300 SQUARE
INCHES COPY AREA.
SET POST VERTICAL.
VARY POST LENGTH AS
REQUIRED FOR GRADE
GUARDRAIL POST &
POLYMER COMPOSITE
BLOCK
SET POST VERTICAL.
VARY POST LENGTH
AS REQUIRED FOR
GRADE
GUARDRAIL POST &
POLYMER COMPOSITE
BLOCK
W6x9
BOLT MAY BE
PLACED THROUGH
EITHER LEFT OR
RIGHT FLANGE
BOLT HOLE
" x 10" BUTTON HEAD BOLT
WITH OVAL GRIP & HEX NUT
EXISTING SUB BASE
EXISTING 6" THICK
AGGREGATE BASE
COURSE
EXISTING 3" THICK
ASPHALT SURFACE
NO BLOCK OUT
W6x9 METAL POSTS
NOT TO SCALE
PROPOSED SKT 350 GUARDRAIL SYSTEM PLAN VIEW
NO SCALE
BID SET
100% DESIGN
DATE: 28 JUNE 2019
AutoCAD SHX Text
DIRECTION OF TRAVEL
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
CHIEF, ENGINEERING DIVISION
AutoCAD SHX Text
DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
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SUBMITTED
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PROJECT MANAGER
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CHECKED BY
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DRAWN BY
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NO.
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DATE
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WHITE SANDS MISSILE RANGE, N.M.
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DRAWING NUMBER
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SCALE
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SHEET
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ENGINEERING DIVISION
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PLATE
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DESCRIPTION
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REVISIONS
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APPROVED
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BY
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GUARDRAIL DETAIL
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BRIDGE REPAIR ROUTE 7, BRIDGE 9
AutoCAD SHX Text
WS-85120-2019-C-DT-11
AutoCAD SHX Text
GHB
AutoCAD SHX Text
GHB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Rafael Acosta
AutoCAD SHX Text 06/28/2019
AutoCAD SHX Text
NONE
AutoCAD SHX Text
OF
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EXISTING CONCRETE
BOX CULVERT 3 EA -
6'-0"W x 4'-0"H
INLET
OUTLET
EXISTING ROUTE 7
ASPHALT PAVEMENT
SECTION
15' DEEP EROSION
ADJACENT TO
CULVERT OUTLET
LAT. = 32.92556
LONG. = -106.51865
N
BID SET
100% DESIGN
DATE: 28 JUNE 2019
AutoCAD SHX Text
FY19 BRIDGE REPAIR ROUTE 7 BRIDGE 10 - EXISTING SITE PLAN NOT TO SCALE
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
CHIEF, ENGINEERING DIVISION
AutoCAD SHX Text
DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
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SUBMITTED
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PROJECT MANAGER
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CHECKED BY
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DRAWN BY
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NO.
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DATE
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WHITE SANDS MISSILE RANGE, N.M.
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DRAWING NUMBER
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SCALE
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SHEET
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ENGINEERING DIVISION
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PLATE
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DESCRIPTION
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REVISIONS
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APPROVED
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BY
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SITE PLAN
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BRIDGE REPAIR ROUTE 7, BRIDGE 10
AutoCAD SHX Text
WS-85120-2019-C-SP-12
AutoCAD SHX Text
GHB
AutoCAD SHX Text
GHB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Rafael Acosta
AutoCAD SHX Text 06/28/2019
AutoCAD SHX Text
NONE
AutoCAD SHX Text
OF
AutoCAD SHX Text
N
BID SET
100% DESIGN
DATE: 28 JUNE 2019
AutoCAD SHX Text
FY19 BRIDGE REPAIR ROUTE 7 BRIDGE 10 - DEMOLITION PLAN NOT TO SCALE
AutoCAD SHX Text Demo Work:
AutoCAD SHX Text
1. Contractor shall remove existing Object Marker traffic signs. Contractor shall remove existing Object Marker traffic signs. 2. Contractor shall remove all bushes, shrubs and trees within 50' of inlet area to include side Contractor shall remove all bushes, shrubs and trees within 50' of inlet area to include side slopes, behind wing walls, above concrete inlet and adjacent to concrete box culvert headwall and wing walls. Total area encompasses approximately 360 SY. Greatest tree stump is approximately 4 inches in diameter. Extra precaution not to damage gabion rock wing walls and headwall shall be taken when working near inlet. 3. Contractor shall remove all bushes, shrubs and trees within 100' of outlet apron area to Contractor shall remove all bushes, shrubs and trees within 100' of outlet apron area to include side slopes and adjacent to gabion rock headwall. Total area encompasses approximately 250 SY. Greatest trees stump is approximately 4 inches in diameter. Extra precaution not to damage headwall shall be taken when working near outlet. 4. Contractor shall remove damaged apron and regrade channel so that flow line is at the same Contractor shall remove damaged apron and regrade channel so that flow line is at the same elevation of culvert outlet, approximately 225 CY. 5. Barrel 1, 2 & 3 downstream top at exit has spalling with exposed rebar. Section loss extends Barrel 1, 2 & 3 downstream top at exit has spalling with exposed rebar. Section loss extends the entire width of the culvert. Contractor shall clean by chipping off loose concrete and grind exposed rebar to a white finish; seal with a concrete facade.
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DIRECTORATE OF PUBLIC WORKS
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DESIGNED BY
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CHIEF, ENGINEERING DIVISION
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DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
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CHECKED BY
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DRAWN BY
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NO.
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DATE
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WHITE SANDS MISSILE RANGE, N.M.
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DRAWING NUMBER
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SCALE
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SHEET
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ENGINEERING DIVISION
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PLATE
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DESCRIPTION
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REVISIONS
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BY
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DEMOLITION PLAN
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BRIDGE REPAIR ROUTE 7, BRIDGE 10
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WS-85120-2019-C-D-13
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GHB
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GHB
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AutoCAD SHX Text 06/28/2019
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NONE
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OF
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GUARDRAIL
GUARDRAIL
EXISTING GABION
MATTRESS
TERMINATE
CONCRETE
CLOTH
CONCRETE CLOTH
SIDE SLOPES
CONCRETE CLOTH
CHANNEL BED
N
BID SET
100% DESIGN
DATE: 28 JUNE 2019
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FY19 BRIDGE REPAIR ROUTE 7 BRIDGE 10 - NEW WORK NOT TO SCALE
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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. 2. Contractor shall provide 400 SY of Seal Master Tire Rubber Modified Surface Sealer (TRMSS) Contractor shall provide 400 SY of Seal Master Tire Rubber Modified Surface Sealer (TRMSS) fog seal or Government approved equal on Route 7 above culvert structure. Fog seal shall cover the entire width of roadway, 100'L x 36'W. One hundred feet is measured 50' from center of flow line each way on roadway. 3. Contractor shall regrade channel, side slopes and slope above concrete culverts. Compact Contractor shall 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 just south of project site approximately 6 miles on west side of Route 7 (Lat.= 32.86691; Long.= -106.519784). 4. Contractor shall fill & compact outlet side with borrow pit material to a maximum density of Contractor shall 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 600 CY. Refer to Plan Sheet 15. 5. Contractor shall install a Geosynthetic Cementitious Composite Mat (Concrete Cloth CC8) from Contractor shall install a Geosynthetic Cementitious Composite Mat (Concrete Cloth CC8) from Milliken Infrastructure or Government approved equal. Provide 3' 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 15. 6. Contractor shall install 111 linear feet of metal guardrail and anchorages on each side of Contractor shall install 111 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 16. End sections of guardrail system shall be Flared Energy Absorbing Terminal (FLEAT) galvanized steel. 7. Contractor shall install 4-each, 12"x36" Object Markers; two OM-3R and two OM-3L per Contractor shall install 4-each, 12"x36" Object Markers; two OM-3R and two OM-3L per MUTCD standards. Refer to Plan Sheet 2 and 17. 8. Contractor shall seal cleaned rebar with a 4,000 psi air entrained concrete facade. Contractor shall seal cleaned rebar with a 4,000 psi air entrained concrete facade. 9. Contractor shall apply 450 LF (Two coats) of a Type "B" Waterborne Acrylic Traffic Pavement Contractor shall apply 450 LF (Two coats) of a Type "B" Waterborne Acrylic Traffic Pavement LF (Two coats) of a Type "B" Waterborne Acrylic Traffic Pavement Marking per Section 634.04 of the Federal Highway Administration (FP-03).
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DIRECTORATE OF PUBLIC WORKS
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DESIGNED BY
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CHIEF, ENGINEERING DIVISION
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DATE
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APPROVED
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RECOMMENDED
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BRANCH CHIEF
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SUBMITTED
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PROJECT MANAGER
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CHECKED BY
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DRAWN BY
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NO.
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DATE
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WHITE SANDS MISSILE RANGE, N.M.
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DRAWING NUMBER
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SCALE
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SHEET
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ENGINEERING DIVISION
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PLATE
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DESCRIPTION
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REVISIONS
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APPROVED
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BY
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NEW WORK
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BRIDGE REPAIR ROUTE 7, BRIDGE 10
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WS-85120-2019-C-G-14
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GHB
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GHB
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AutoCAD SHX Text Rafael Acosta
AutoCAD SHX Text 06/28/2019
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NONE
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OF
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EXISTING BITUMINOUS ASPHALT
PREPARED FOR FOG SEAL
3 EA - 4' x 6' BOX
CONCRETE CULVERTS WITH
GABION WINGWALLS
36' WIDE ROADWAY W/SHOULDERS
72' FROM END OF CULVERT TO END OF CULVERT
A A
B B
A
BITUMINOUS
ASPHALT
B
CONCRETE
CLOTH
21'
EXISTING CONCRETE BOX
CULVERTS ADJACENT TO
CONCRETE CLOTH
REPAIR SIDE SLOPES &
CHANNEL BED WITH
CONCRETE CLOTH &
ANCHORS
C
CONCRETE CLOTH
PER MANUFACTURER
INSTRUCTIONS
H=5'
W=5'
21'
COMPACT SUBGRADE
MATERIAL TO MAXIMUM
DENSITY OF 96% PER
ASTM D1557
TOP OF ROUTE 7
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
L
O
W
Y
P
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'
EXISTING GABION
HEADWALL & WING WALL
110'
6'
4'
CONCRETE CLOTH
OVER COMPACTED FILL
TO A MAXIMUM DENSITY
OF 96% PER ASTM D1557
5'
BID SET
100% DESIGN
DATE: 28 JUNE 2019
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PLAN VIEW: ROUTE 7, BRIDGE 10
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NOT TO SCALE
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CONCRETE BOX CULVERT LONGITUDINAL SECTION
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NOT TO SCALE
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OUTLET CBC 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
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