DPW037957P_Plans_Drawings_10_July_2018_Final_Const_Set_Design_drawings.pdf

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WS-85210-2018-G-CP-01

SH#1

B-155 PARKING LOT CRACK/FOG SEAL

COVER

GHB

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Rafael Acosta

Samuel E. Morris

February 2018

White Sands Missile Range, NM

Directorate of Public Works

BUILDING 155 PARKING LOT CRACK/FOG SEAL

Project Location

Concrete Asphalt

Disposal

Construction Water Source

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 10 JULY 2018

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WS-85210-2018-G-GI-02

SH#2

B-155 PARKING LOT CRACK/FOG SEAL

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GHB

GHB .

Rafel Acosta

Samuel E. Morris

February 2018

White Sands Missile Range, NM

Directorate of Public Works

BUILDING 155 PARKING LOT CRACK/FOG SEAL

SHEET TITLE

1 COVER

2 INDEX

3 GENERAL NOTES

4 SITE PLAN

5 DEMOLITION PLAN

6 NEW WORK

7 TRAFFIC SIGNS & PAVEMENT MARKING PLAN

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 10 JULY 2018

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WS-85210-2018-G-GI-03

SH#3

B-155 PARKING LOT CRACK/FOG SEAL

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Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 10 JULY 2018

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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, shall provide all equipment, material and labor as required for a 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 (KO). The install of all materials and equipment shall be made by experience and licensed craftsman in a neat workman 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 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 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, contractor shall provide within 10 days, Upon completion of work, contractor shall provide within 10 days, manufacture's operating & maintenance manual for all equipment including replacement parts list. 6. Contractor shall report discrepancies between field conditions and Contractor shall report discrepancies between field conditions and new construction drawings to the Contracting Officer prior to providing their bid. 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 Contractor is to field verify all existing utilities prior to any excavation for new sign post/pole foundations. 9. Prepare parking lot to be crack/fog sealed according to the Prepare parking lot to be crack/fog sealed according to the manufacturer's recommendation and the instructions contained within these specifications. 10. All cracks that are " wide or less, shall be routed with a " All cracks that are " wide or less, shall be routed with a " 12" wide or less, shall be routed with a " 12" diameter router, cleaned out using compressed air and filled with a crack sealer. All cracks larger than " wide, shall be cleaned out 12" wide, shall be cleaned out using compressed air and filled with a crack sealer. Crack sealing shall comply with Section 411, "Hot-Poured Crack Sealant" of the NMSHTD. Contractor shall not open crack sealed parking lot to traffic until crack sealant is track free. 11. Apply water for dust control per section 158 of the FP-03 (Federal Apply water for dust control per section 158 of the FP-03 (Federal Highway Administration). Contractor may utilize water standpipe Contractor may utilize water standpipe located near intersection of Headquarters and Martin Luther King Ave. Contractor shall report water usage to the Contracting Officer Representative (COR) on a weekly basis. Approximate distance from project site is 1.0 mile.

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1. All pavement markings & striping shall be 4" wide, white or All pavement markings & striping shall be 4" wide, white or yellow as indicated on the details, Plan Sheet 7 and shall conform to the standard highway colors. 2. All pavement markings are to be installed by using Waterborne All pavement markings are to be installed by using Waterborne using Waterborne Traffic Paint with Type I glass beads per Section 634.08 of glass beads per Section 634.08 of the FP-03 and Plan Sheet 7 of drawings. Two (2) coats of . Two (2) coats of paint shall be applied. 3. All specifications for pavement markings are as per the Manual All specifications for pavement markings are as per the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, latest edition. 4. All words and arrows typical sizes for normal installation maybe All words and arrows typical sizes for normal installation maybe reduced approximately one third for low speed traffic flow or as directed by the COR. 5. Edge line striping should typically be placed 6 inches from the Edge line striping should typically be placed 6 inches from the edge of pavement. Edge line striping is not required in line striping is not required in stand-up curb or curb and gutter sections of roadway. 6. Layout on drawing is suggested. Contractor shall provide a Layout on drawing is suggested. Contractor shall provide a layout that maximizes parking spaces using 90 degree parking. Include handicapped parking and standard parking spaces as indicated in the drawings. Maximize the remaining parking lot with standard vehicle parking. Parking stalls shall be a minimum of 10 feet x 20 feet. 7. Prepare road surface prior to applying roadway markings per Prepare road surface prior to applying roadway markings per mfg. instructions.

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1. Reinforcing for sidewalks shall be 6 x 6 w1.4 x w1.4 Reinforcing for sidewalks shall be 6 x 6 w1.4 x w1.4 welded wire mesh. Reinforcing for concrete curb shall be 1-quantity #4 rebar placed horizontally and gutter reinforced using 2-quantity #4 rebar evenly spaced horizontally. All rebar shall have a minimum of 3 inches of concrete cover. 2. Smooth dowel bars shall be delivered to the job site in Smooth dowel bars shall be delivered to the job site in prefabricated dowel assemblies. The entire dowel bar shall be corrosion-resistant coated and shall comply with AASHTO M 254-06 (2010). 3. Placement of reinforcing steel shall be stopped Placement of reinforcing steel shall be stopped approximately 4" from the dowel bar assembly. 4. Dowel bar placement shall meet all the requirements for Dowel bar placement shall meet all the requirements for concrete placement. 5. Reinforcing steel bars shall conform to ASTM A-615-a Reinforcing steel bars shall conform to ASTM A-615-a grade 60. 6. All welded wire fabric shall conform to specifications for All welded wire fabric shall conform to specifications for "steel welded wire fabric, plain, for concrete reinforcement" ASTM a-185.

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1. All sign materials and installation shall comply with the 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 7. 2. All sign panels shall conform to ASTM B 209. Sign panels 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 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 All sign sheeting shall comply with ASTM D4951 Type III High Intensity Prismatic Sheeting. 5. NCHRP 350 compliant breakaways required on all sign NCHRP 350 compliant breakaways required on all sign installations. 6. All new traffic signs, specifications and placement distances All new traffic signs, specifications and placement distances are as per sign details and sign distance tables of the "standard highway signs" standard manual, 2004 edition. 7. All new signs are to be installed at designated areas and All new signs are to be installed at designated areas and new sign posts should have a "slipbase system" & shall be installed in a safe clear distance from the existing curb or edge of pavement. 8. All signs shall be disposed offsite at a State Licensed All signs shall be disposed offsite at a State Licensed Landfill.

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1. Reinforcing for concrete shall be the same as indicated 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 the sidewalk, driveways,& curb or as directed by the COR. 3. All concrete work shall be in accordance with ACI 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 psi at 28 days & 6% max air entrainment unless otherwise noted.

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1. Construct per cast in place concrete and concrete Construct per cast in place concrete and concrete sidewalks, curbs and gutter specifications. Apply appropriate detail per site conditions. If necessary, import approved fill material to satisfy side slope requirements. 2. Construct curb and gutter per concrete sidewalks, curbs Construct curb and gutter per concrete sidewalks, curbs and gutter specifications. 3. All sidewalk and curb shall have an expansion joint of All sidewalk and curb shall have an expansion joint of 12" pre-molded asphalt board every 15 feet. In addition, all sidewalk shall be grooved " deep to form a plane 12" deep to form a plane of weakness (contraction joint) every 5 feet. 4. Landing mats for concrete ramps shall be a rough Landing mats for concrete ramps shall be a rough non-skid type finish and shall match style and color (Red Brick) throughout main cantonment.

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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 conrol plan shall be delivered, 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 adjacent access roads in a safe manner.

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1. Remove existing wheel stops, stage for reinstallation after Remove existing wheel stops, stage for reinstallation after parking lot is complete. Each wheel stop shall be anchored using 2-quantity, " diameter, 24" long galvanized steel 58" diameter, 24" long galvanized steel dowels.

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WS-85210-2018-C-SP-04

SH#4

B-155 PARKING LOT CRACK/FOG SEAL

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Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

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UPDATED

DATE: 10 JULY 2018

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Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 10 JULY 2018

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B-155 PARKING LOT - DEMOLITION PLAN NOT TO SCALE

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1. Remove existing wheel stops (5 ea). Store and Remove existing wheel stops (5 ea). Store and reinstall once crack/fog seal and striping is complete. 2. Remove Fire Station Identifier sign.Remove Fire Station Identifier sign.

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WS-85210-2018-C-SP-06

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B-155 PARKING LOT CRACK/FOG SEAL

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Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 10 JULY 2018

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1. Crack and joint sealant material shall be hot-poured sealant conforming to Crack and joint sealant material shall be hot-poured sealant conforming to the general and physical requirements of AASHTO M301 or AASHTO M173. 2. Routers shall be equipped with bits that are inch in diameter and which Routers shall be equipped with bits that are inch in diameter and which 12 inch in diameter and which provide a to 1 inch depth of cut. 34 to 1 inch depth of cut. 3. Cracks that are inch or less shall be routed, cleaned out with compressed Cracks that are inch or less shall be routed, cleaned out with compressed 12 inch or less shall be routed, cleaned out with compressed air and filled with crack sealant. All other cracks greater than inch shall 12 inch shall be cleaned with compressed air and filled with crack sealant. 4. Seal each joint such that after cooling, the level of the sealant is no more 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 pavement 18 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. 5. Contractor shall provide two (2) coats of a TRMSS SealMaster LV Concentrate Contractor shall provide two (2) coats of a TRMSS SealMaster LV Concentrate pavement fog sealer or Government approved equal. One-half of the application shall be sprayed in each direction to prevent build up on one side of stones. 6. Vehicular traffic will not be permitted on the pavement surface until sufficient Vehicular traffic will not be permitted on the pavement surface until sufficient curing time has elapsed to eliminate pickup or tracking of the sealant. 7. Red border on drawing indicates limits of construction.Red border on drawing indicates limits of construction.

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WS-85210-2018-C-DT-07

SH#7

B-155 PARKING LOT CRACK/FOG SEAL

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Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 10 JULY 2018

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1. Stripe 90 standard parking spaces with two (2) coats white, Type B Stripe 90° standard parking spaces with two (2) coats white, Type BWaterborne Traffic Paint with Type 1 glass beads. Refer to Detail this Sheet, Standard Parking Space Detail. 2. Stripe yellow lines with two (2) coats, Type B Waterborne Traffic Paint with Stripe yellow lines with two (2) coats, Type B Waterborne Traffic Paint with Type 1 glass beads. 3. Reinstall existing stored wheel stops within 5 each parking spaces. Reinstall existing stored wheel stops within 5 each parking spaces. 4. Install new Fire Station Identifier, 30"x30" (1 ea) to include 18"x24" Fire Install new Fire Station Identifier, 30"x30" (1 ea) to include 18"x24" Fire Station sign (1 ea) below Identifier. 5. Install new Not A Thru Street (3 ea), 30"x30". Install new Not A Thru Street (3 ea), 30"x30".

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(24" LONG)

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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. LO0SEN 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.

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TRIANGULAR SLIPBASE ASSEMBLY-BOLTING PROCEDURES:

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CORNER BOLT

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FINISHED GRADE

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HOLES 1" FOUR SIDES, 1.75" X 1.75" POST

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BOLT STOP FOR SIGN POST

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ANCHOR SLEEVE (ONE SIZE LARGER THAN POST)

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HOLES 1" FOUR SIDES, 1.75" X 1.75" POST; 12 GAUGE W/NESTED POST ANCHOR SYSTEM

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BENDING DESIGN BREAKAWAY

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ANCHOR SLEEVE (ONE SIZE LARGER THAN POST)

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