DPW037937P_Plans_Drawings_10_July_2018_Final_Construction_Set_Design.pdf

PDF 4 MB Posted

Attached to
Rebuild Four (4) Parking Lots Federal contract opportunity
Solicitation number
W911SG-18-B-0008
Issued by
Department of the Army Materiel Command Mission and Installation Contracting Command Fort Bliss

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Drawings Building 155 E

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Other files for this federal contract opportunity

Other files attached to Rebuild Four (4) Parking Lots, newest first.
File Type Posted
Bid_Abstract_W911SG18B0008.pdf PDF
Amendment_Sol_Rebuild_Four_Parking_Lots_W911SG-18-B-0008-0003.pdf PDF
Amendment_Conform_Copy_Rebuild_Four_Parking_Lots_W911SG-18-B-0008-0003.pdf PDF
Amendment_Conform_Copy_Rebuild_Four_Parking_Lots_W911SG-18-B-0008-0002.pdf PDF
Amendment_Sol_Rebuild_Four_Parking_Lots_W911SG-18-B-0008-0002.pdf PDF
Amendment_Sol_Rebuild_Four_Parking_Lots_W911SG-18-B-0008-0001.pdf PDF
DPW047718P_Plans_Drawings_24_Aug_2018_Final_Construction_Set_Design.pdf PDF
Reference_Question-Answer_33_lpp-square-straight-steel.pdf PDF
DPW037937P_Plans_Drawings_24_Aug_2018_Final_Construction_Set_Design.pdf PDF
Storm_Water_Drainage_System.pdf PDF
DPW037947P_Plans_Drawings_27_Aug_2018_Final_Construction_Set_Design.pdf PDF
Amendment_Conform_Copy_Rebuild_Four_Parking_Lots_W911SG-18-B-0008-0001.pdf PDF
Reference_Question-Anwer_33_lpp-24-led-area_(1).pdf PDF
Policy_Letter_24_-_Work_Force_Briefing_and_Training_on_the_Hazards_of_Un....pdf PDF
DPW037957P_Plans_Drawings_10_July_2018_Final_Const_Set_Design_drawings.pdf PDF
DPW047718P_Plans_Drawings_11_July_2018_Final_Construction_Set_Design.pdf PDF
Solicitation_31_July_18_Rebuild_Parking_Lots_WSMR_W911SG18B0008.pdf PDF
WSMR_Visitor_Control_Program_May_2017.pdf PDF
DPW037947P_Plans_Drawings_17_July_2018_Final_Construction_Set_Design.pdf PDF
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WHITE SANDS MISSILE RANGE, NEW MEXICO

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CHIEF, ENGINEERING DIVISION

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DRAWING TITLE

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WS-85210-2018-G-CP-01

SH#1

B-155 PARKING LOT REBUILD

COVER

GHB

GHB .

Rafael Acosta

Samuel E. Morris

February 2018

White Sands Missile Range, NM

Directorate of Public Works

BUILDING 155 PARKING LOT REBUILD

Project Location

Concrete Asphalt

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ISSUED FOR

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UPDATED

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WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF

PUBLIC WORKS

NUMBER

SHEET

NUMBER

DRAWING

DESIGNED BY

DRAWN CHECKED

SUBMITTED

PROJECT MANAGER

CHIEF, IS-ED BRANCH

RECOMMENDED

APPROVED

CHIEF, ENGINEERING DIVISION

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DRAWING TITLE

NO. DATE BY APPROVED

DESCRIPTION

SCALE

SHEET SIZE

ARCH D

SHEET

WS-85210-2018-G-GI-02

SH#2

B-155 PARKING LOT REBUILD

INDEX

GHB

GHB .

Rafel Acosta

Samuel E. Morris

February 2018

White Sands Missile Range, NM

Directorate of Public Works

BUILDING 155 PARKING LOT REBUILD

TITLE

COVER

INDEX

GENERAL NOTES

SITE PLAN

DEMOLITION PLAN

NEW WORK

TRAFFIC SIGNS AND PAVEMENT MARKING PLAN

LIGHTING

LANDSCAPE

IRRIGATION & LANDSCAPE NOTES & DETAILS

ADA RAMP DETAIL

HANDICAP PARKING DETAIL

TRAFFIC SIGNS & PAVEMENT MARKING DETAIL

SIDEWALK CURB & GUTTER DETAIL

SHEET

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 09 JULY 2018

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WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF

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DRAWING

DESIGNED BY

DRAWN CHECKED

SUBMITTED

PROJECT MANAGER

CHIEF, IS-ED BRANCH

RECOMMENDED

APPROVED

CHIEF, ENGINEERING DIVISION

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DRAWING TITLE

NO. DATE BY APPROVEDDESCRIPTION

SCALE

SHEET SIZE

ARCH D

SHEET

WS-85210-2018-G-GI-03

SH#3

B-155 PARKING LOT REBUILD

GENERAL NOTES

GHB

GHB .

Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 09 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, 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 (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 a Request For Information (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 of new sign post/pole foundations. 9. Remove and dispose of any existing rigid concrete. Contractor may 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 Hughes Ave. 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. Install a base course layer that conforms to New Mexico Department Install a base course layer that conforms to New Mexico Department of Transportation Specification, Graded Crushed Aggregate Base Course. Compact base course layer to a uniform minimum compacted thickness of 6 inches to 96% per ASTM D1557. 12. Apply tack coat per section 407 (NMSHTD) of the contract Apply tack coat per section 407 (NMSHTD) of the contract specifications. 13. Apply a prime coat per section 408 (NMSHTD) of the contract Apply a prime coat per section 408 (NMSHTD) of the contract specifications. 14. Apply a new asphalt mix with an aggregate grading designation of Apply a new asphalt mix with an aggregate grading designation of "B" asphalt surface course that complies with section 421 (NMSHTD) of the contract specifications; performance grade shall be PG 64-22. Asphalt surface shall have a minimum uniform compacted thickness of 2 inches. 15. Apply water for dust control per section 158 of the FP-03. Apply water for dust control per section 158 of the FP-03. 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. 16. A borrow pit is available for use. Borrow pit is located south of A borrow pit is available for use. Borrow pit is located south of Headquarters & MLK Ave., intersection west of water standpipe. Government personnel shall be notified at least 5 working days prior to removing any material. Quantities of material removed shall be reported to Government personnel on a weekly basis. When finished using borrow pit, contractor shall remove any grubbed vegetation and leave side slopes at a 4H:1V or flatter slope.

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1. All pavement markings & striping should be 4" wide, white or All pavement markings & striping should be 4" wide, white or yellow as indicated on the details or plan sheets and shall conform to the standard highway colors. 2. All pavement markings are to be installed using Type "H" All pavement markings are to be installed using Type "H" Type "H" Extruded Thermoplastic pavement marking material with glass beads per Section 634.08 of the FP-03 (Federal Highway Administration) & Plan Sheet 13 of drawings. Application shall . Application shall be 12# beads per 100 S.F. 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 typical sizes of words and arrows for normal installation may All typical sizes of words and arrows for normal installation may be 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 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 60 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. Reinforcement for sidewalks shall be 6x6 W1.4 x W1.4 weld Reinforcement for sidewalks shall be 6x6 W1.4 x W1.4 weld wire mesh. Reinforcing for concrete curb shall be 1-quantity 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 latest 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 shall 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 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 are 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 shall be installed at designated areas and new All new signs shall be installed at designated areas and new sign posts shall have a "slipbase system" & shall be installed at a safe clear distance from the existing curb or edge of pavement. 8. All traffic signs shall be disposed offsite at a State Licensed All traffic signs shall be disposed offsite at a State Licensed Landfill.

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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 the 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 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 psi 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 sidewalks, Construct per cast in place concrete and concrete sidewalks, curb 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 and 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 of 12" deep to form a plane of weakness (contraction joint) every 5 feet. 4. Landing mats for concrete ramps shall be a rough non-skid 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 control 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 adjacent access roads in a safe manner.

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1. During construction, material testing services shall include 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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1. Provide new 8'L x 5.25"H x 7.50"H prefabricated steel reinforced Provide new 8'L x 5.25"H x 7.50"H prefabricated steel reinforced concrete wheel stops. Each wheel stop shall be anchored using 2-quantity, " diameter, 24" long galvanized steel dowels. Wheel 58" diameter, 24" long galvanized steel dowels. Wheel stops shall be constructed using 4,000 psi concrete that has a minimum of 2-quantity #3 steel reinforced bars spaced equally apart.

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WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF

PUBLIC WORKS

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DRAWING

DESIGNED BY

DRAWN CHECKED

SUBMITTED

PROJECT MANAGER

CHIEF, IS-ED BRANCH

RECOMMENDED

APPROVED

CHIEF, ENGINEERING DIVISION

DATE

DRAWING TITLE

NO. DATE BY APPROVEDDESCRIPTION

SCALE

SHEET SIZE

ARCH D

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WS-85210-2018-C-SP-04

SH#4

B-155 PARKING LOT REBUILD

SITE PLAN

GHB

GHB .

Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 09 JULY 2018

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B-155 PARKING LOT - EXISTING SITE PLAN NOT TO SCALE

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PUBLIC WORKS

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DESIGNED BY

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SUBMITTED

PROJECT MANAGER

CHIEF, IS-ED BRANCH

RECOMMENDED

APPROVED

CHIEF, ENGINEERING DIVISION

DATE

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NO. DATE BY APPROVEDDESCRIPTION

SCALE

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WS-85210-2018-C-SP-05

SH#5

B-155 PARKING LOT REBUILD

DEMOLITION PLAN

GHB

GHB .

Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 09 JULY 2018

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1. Sawcut existing pavement with a smooth and straight cut. Sawcut existing pavement with a smooth and straight cut. 2. Remove approximately 4,115 SY of asphalt pavement within boundaries shown by Remove approximately 4,115 SY of asphalt pavement within boundaries shown by scarifying to a depth of 8 in., to include asphalt layer, reshape and compact to 96% per ASTM D1557. All excess sub base and asphalt shall be delivered and stockpiled at WSMR Road Maintenance Area located south of MLK Ave. on Wesson St. 1.0 mile from project site. 3. Remove existing wheel stops (20 ea). Remove existing wheel stops (20 ea). 4. Remove existing concrete curb and gutter, approximately 190'. SEE PLAN SHEET 3, Remove existing concrete curb and gutter, approximately 190'. SEE PLAN SHEET 3, GENERAL NOTES FOR RIGID CONCRETE DISPOSAL. 5. Remove existing traffic signs. All traffic signs shall be disposed offsite at a State Remove existing traffic signs. All traffic signs shall be disposed offsite at a State Licensed Landfill. 6. Demo section of sidewalk to build ADA ramp. ALL EXISTING CONCRETE SIDEWALK Demo section of sidewalk to build ADA ramp. ALL EXISTING CONCRETE SIDEWALK LOCATED ADJACENT TO ABERDEEN AVE., & CROZIER ST., SHALL REMAIN IN-PLACE WITH THE EXCEPTION OF AREAS TO BE DEMOLISHED. 7. Remove electric poles with lights (2 ea) and underground electrical conduit and Remove electric poles with lights (2 ea) and underground electrical conduit and wires. All debris with the exception of light fixtures shall be disposed off site at a State Licensed Landfill. All light fixtures shall be delivered to the Government COR. ll light fixtures shall be delivered to the Government COR. 8. Demo concrete sidewalk, approximately 60'. Demo concrete sidewalk, approximately 60'. 9. Tree to remain in-place. DO NOT REMOVE. Tree to remain in-place. DO NOT REMOVE. 10. Remove approximately 2,890SY of asphalt pavement within boundaries shown by Remove approximately 2,890SY of asphalt pavement within boundaries shown by scarifying top asphalt layer, reshape, level and compact for the placement of new sidewalk, landscape, trees/shrubs and irrigation. All excess sub base and asphalt shall be delivered and stockpiled at WSMR Road Maintenance Area located south of MLK Ave. on Wesson St. 1.0 mile from project site.

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DIRECTORATE OF

PUBLIC WORKS

NUMBER

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NUMBER

DRAWING

DESIGNED BY

DRAWN CHECKED

SUBMITTED

PROJECT MANAGER

CHIEF, IS-ED BRANCH

RECOMMENDED

APPROVED

CHIEF, ENGINEERING DIVISION

DATE

DRAWING TITLE

NO. DATE BY APPROVEDDESCRIPTION

SCALE

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WS-85210-2018-C-SP-06

SH#6

B-155 PARKING LOT REBUILD

NEW WORK

GHB

GHB .

Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 09 JULY 2018

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1. Contractor shall provide a topographic survey site plan with existing grading Contractor shall provide a topographic survey site plan with existing grading elevations and proposed new grading and drainage plan for approval. 2. Remove existing pavement by scarifying to a depth of 8 inches, reshape and Remove existing pavement by scarifying to a depth of 8 inches, reshape and compact to 96% per ASTM D1557. ALL EXCESS SUB BASE & ASPHALT SHALL BE DELIVERED & STOCKPILED AT WSMR ROAD MAINTENANCE AREA LOCATED NEAR INTERSECTION OF MLK AVE., AND WESSON ST. 3. Install & compact base course layer to a uniform minimum compacted thickness of Install & compact base course layer to a uniform minimum compacted thickness of 6 inches at a maximum density of 96% per ASTM D1557. 4. Apply a prime and tack coat. Prime coat shall be applied at a rate ranging from Apply a prime and tack coat. Prime coat shall be applied at a rate ranging from 0.05 to 1.0 gal/square yard. 5. Apply a new 2" thick class "B" asphalt mix with an aggregate grading designation Apply a new 2" thick class "B" asphalt mix with an aggregate grading designation of "B" asphalt surface course. Performance grade shall be PG 64-22. REFER TO PLAN SHEET 3, GENERAL NOTES FOR WATER STANDPIPE AND BORROW PIT LOCATIONS. 6. Construct concrete curb & gutter. Refer to Details, Plan Sheet 14 & Plan Sheet 3, Construct concrete curb & gutter. Refer to Details, Plan Sheet 14 & Plan Sheet 3, General Notes. 7. Construct ADA ramp, Type 10. Refer to ADA Ramp Details, Plan Sheet 11 & Plan Construct ADA ramp, Type 10. Refer to ADA Ramp Details, Plan Sheet 11 & Plan Sheet 3, General Notes. 8. Construct ADA ramp, Type 12. Refer to ADA Ramp Details, Plan Sheet 11 & Plan Construct ADA ramp, Type 12. Refer to ADA Ramp Details, Plan Sheet 11 & Plan Sheet 3, General Notes. 9. Construct 5' concrete sidewalk. Refer to Details, Plan Sheet 14 & Plan Sheet 3, Construct 5' concrete sidewalk. Refer to Details, Plan Sheet 14 & Plan Sheet 3, General Notes.

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DESIGNED BY

DRAWN CHECKED

SUBMITTED

PROJECT MANAGER

CHIEF, IS-ED BRANCH

RECOMMENDED

APPROVED

CHIEF, ENGINEERING DIVISION

DATE

DRAWING TITLE

NO. DATE BY APPROVEDDESCRIPTION

SCALE

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WS-85210-2018-C-SP-07

SH#7

B-155 PARKING LOT REBUILD

TRAFFIC SIGN AND PAVEMENT MARKING

GHB

GHB .

Rafael Acosta

Samuel E. Morris

February 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 09 JULY 2018

AutoCAD SHX Text B-155 PARKING LOT - Traffic Sign and Pavement Marking NOT TO SCALE

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1. Stripe 60 standard parking spaces with Type "H" Extruded Thermoplastic pavement Stripe 60° standard parking spaces with Type "H" Extruded Thermoplastic pavementmarking material. Refer to Plan Sheet 13, Standard Parking Space Detail and Plan Sheet 3, General Notes. 2. Stripe ADA parking spaces with Type "H" Extruded Thermoplastic pavement marking Stripe ADA parking spaces with Type "H" Extruded Thermoplastic pavement marking material. Refer to Handicap Details Plan Sheet 12. 3. Stripe Van Accesible ADA parking space with Type "H" Extruded Thermoplastic Stripe Van Accesible ADA parking space with Type "H" Extruded Thermoplastic pavement marking material. Refer to Handicap Details Plan Sheet 12. 4. Install (3 ea) ADA parking sign. Refer to Details, Plan Sheet 12, Sign R7-8b. Install (3 ea) ADA parking sign. Refer to Details, Plan Sheet 12, Sign R7-8b. 5. Arrows (10 ea) on asphalt pavement shall be Type "H" Extruded Thermoplastic Arrows (10 ea) on asphalt pavement shall be Type "H" Extruded Thermoplastic pavement marking material. Refer to Details, Plan Sheet 13, Arrow Pavement Marking Detail. 6. Provide new 8'L x 5.25"H x 7.50"H prefabricated steel reinforced concrete wheel Provide new 8'L x 5.25"H x 7.50"H prefabricated steel reinforced concrete wheel stops (49 ea.). Each wheel stop shall be anchored using 2-quantity, " diameter, 58" diameter, 24" long galvanized steel dowels. Wheel stops shall be constructed using 4,000 psi concrete that has a minimum of 2-quantity #3 steel reinforced bars spaced equally apart. 7. Stripe white lines with Type "H" extruded thermoplastic pavement marking material. Stripe white lines with Type "H" extruded thermoplastic pavement marking material. 8. Install new Stop Sign, 24"x24" (3 ea). Install new Stop Sign, 24"x24" (3 ea). 9. Install new Speed Limit (10 mph) sign, 24"x30" (3 ea). Install new Speed Limit (10 mph) sign, 24"x30" (3 ea).

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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PUBLIC WORKS

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DESIGNED BY

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SUBMITTED

PROJECT MANAGER

CHIEF, IS-ED BRANCH

RECOMMENDED

APPROVED

CHIEF, ENGINEERING DIVISION

DATE

DRAWING TITLE

NO. DATE BY APPROVEDDESCRIPTION

SCALE

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WS-85210-2018-E-SP-08

SH#8

B-155 PARKING LOT REBUILD

LIGHTING

GHB

GHB .

Rafael Acosta

Samuel E. Morris

February 2018

Parking lot light poles (Hardwire connection lights such as LED

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ELECTRICAL KEY:

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 09 JULY 2018

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1. Provide and install power to new parking lot lights by tying into new 30A 240/120V single phase fused disconnect. Provide and install power to new parking lot lights by tying into new 30A 240/120V single phase fused disconnect. 2. Trench approximately 550 linear feet at 24 inches deep for the underground conduit. This is in order to provide the power from the new disconnect to each of the light poles. Underground installation shall be marked with red metallic tape 12" Trench approximately 550 linear feet at 24 inches deep for the underground conduit. This is in order to provide the power from the new disconnect to each of the light poles. Underground installation shall be marked with red metallic tape 12" Underground installation shall be marked with red metallic tape 12" deep from grade. Seal underground conduit. 3. Install a pull box approximately 200 feet from disconnect in order to split the main wires and run conduit and wire to each light fixture. A total of four (4) pull boxes shall be installed per locations on this Plan Sheet and per 2017 NEC code. Install a pull box approximately 200 feet from disconnect in order to split the main wires and run conduit and wire to each light fixture. A total of four (4) pull boxes shall be installed per locations on this Plan Sheet and per 2017 NEC code. 4. Purchase and install a new 30A 240/120V Heavy Duty Single Pole Disconnect Nema 3R Fused for lights and mount on the wooden telephone pole west of B-145. Use RGS conduit coming out of disconnect & PVC Schedule 40 for underground Purchase and install a new 30A 240/120V Heavy Duty Single Pole Disconnect Nema 3R Fused for lights and mount on the wooden telephone pole west of B-145. Use RGS conduit coming out of disconnect & PVC Schedule 40 for underground installation. Use 3-#8 THHN to wire all light poles. 5. Purchase and install (7) new LED parking lot light fixtures with individual photocell. Light fixtures were chosen from LED ROADWAY LIGHTING COMPANY, NXT-60M-0-7-2HB-7-BK-1-UL-X-2H LED Series Luminaire or Government approved equal. Purchase and install (7) new LED parking lot light fixtures with individual photocell. Light fixtures were chosen from LED ROADWAY LIGHTING COMPANY, NXT-60M-0-7-2HB-7-BK-1-UL-X-2H LED Series Luminaire or Government approved equal. Each light fixture shall have a photocell, be connected separately and shall also be grounded via a " x 10' copper ground rod. 34" x 10' copper ground rod. 6. Provide conduit size of " PVC Schedule 40 for non exposed conduit and RGS for exposed. Contractor shall make sure any RGS conduit is taped where it meets with soil to avoid corrosion. Provide conduit size of " PVC Schedule 40 for non exposed conduit and RGS for exposed. Contractor shall make sure any RGS conduit is taped where it meets with soil to avoid corrosion. 34" PVC Schedule 40 for non exposed conduit and RGS for exposed. Contractor shall make sure any RGS conduit is taped where it meets with soil to avoid corrosion. 7. Use as secondary 600V cable #8 THHN CU wire for 120/240V service coming from new disconnect unless otherwise specified. The run shall be done for each phase and neutral for a total of 3 wires. Label each cable/phase at each end for Use as secondary 600V cable #8 THHN CU wire for 120/240V service coming from new disconnect unless otherwise specified. The run shall be done for each phase and neutral for a total of 3 wires. Label each cable/phase at each end for both services using the appropriate color. 8. Purchase and install (7) new Black Aluminum Poles and mount them on a concrete base as per the manufacture of the pole. The selected height of the pole shall be 25 feet. Location of poles can be seen on this Plan Sheet. Purchase and install (7) new Black Aluminum Poles and mount them on a concrete base as per the manufacture of the pole. The selected height of the pole shall be 25 feet. Location of poles can be seen on this Plan Sheet. 9. Install (7) new concrete base for electrical poles. Base shall be reinforced using #3 and #4 rebar placed horizontal and vertical respectively. All rebar shall have a minimum of 3 inches of concrete cover. Concrete shall be placed in accordance Install (7) new concrete base for electrical poles. Base shall be reinforced using #3 and #4 rebar placed horizontal and vertical respectively. All rebar shall have a minimum of 3 inches of concrete cover. Concrete shall be placed in accordance with section 510 of NMSHTD, Portland Cement Concrete with a minimum compressive strength of 4,000 psi at 28 days and 6% max air entrainment. See concrete pole detail, this Plan Sheet.

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APPROVED

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WS-85210-2018-C-SP-09

SH#9

B-155 PARKING LOT REPAIR

LANDSCAPE

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GHB .

Rafael Acosta

Samuel E. Morris

February 2018

IRRIGATION GERNERAL NOTES:

1. Contractor shall verify the exact location of all existing and proposed utilities, and all site conditions prior to beginning construction.

2. Irrigation plan is schematic. Lines and equipment may be shown larger or in paved areas for graphic clarity only.

All irrigation lines and equipment are to be placed in non-paved areas in the general areas shown. The contractor shall also prepare for review, record drawings for the Government.

3. Do not place any heads and/or valves on low spots or areas of drainage flow.

4. Individual emitters are not shown in the drawings.

Contractor shall determine the number of emitters required for each plant/tree based on the emitter schedule.

5. Provide solenoid valves, low voltage wiring and pressure regulators as required for a complete system.

6. All pipe cuts must be square and barbs removed.

7. All pipes/tubing must be flushed prior to installation of valves, bubblers and emitters as work progresses.

8. Bury long runs of tubing 3" beneath the soil or gravel surface.

9. Use metal stakes to anchor drip tubing to the ground.

10. Use adjustable pressure-compensating emitters to ensure that flows are distributed evenly.

IRRIGATION KEYED NOTES:

1. Tap new irrigation water supply downstream of existing back flow preventer. Existing back flow preventer to remain undisturbed.

2. Provide new PVC isolation ball valve within new 6" round irrigation valve box.

3. Nine zone controller shall be removed and replace with new 12 zone irrigation controller inside of B-145 mechanical room and remote valve within new landscape irrigation box. Existing wires for 9 zones shall be rewired onto new irrigation control panel and existing 9 zone controller shall be delivered to Government POC at at

575-678-6203.

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 09 JULY 2018

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B-155 PARKING LOT - LANDSCAPE NOT TO SCALE

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1. 2" Caliper Vitex (5 ea), Typical 2" Caliper Vitex (5 ea), Typical 2. Sotol (12 ea), 5 gallon Sotol (12 ea), 5 gallon 3. Russian Sage (4 ea), 5 gallon Russian Sage (4 ea), 5 gallon 4. Damianita (5 ea), 5 gallon Damianita (5 ea), 5 gallon 5. Desert Broom (9 ea), 10 gallon Desert Broom (9 ea), 10 gallon 6. Landscape boulders of varied size (range 1' to 4' diameter, individual and Landscape boulders of varied size (range 1' to 4' diameter, individual and cluster locations as indicated). Excavate for partial recess of each in-place location as approved, approximate quantity as indicated on drawing. Verify locations with COR prior to installation, typical. NOTE: BOULDERS WILL BE FURNISHED BY THE GOVERNMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE HAULING OF BOULDERS TO PROJECT SITE AND LABOR TO INSTALL. GOVERNMENT FURNISHED BOULDERS ARE LOCATED EAST OF MLK AVE., AND ARDENNES ST., INTERSECTION. PROJECT SITE IS APPROXIMATELY 1.3 MILES FROM LOCATION OF BOULDERS. 7. " Desert Tan rock surfacing, 3" thick layer over weed fabric barrier as 34" Desert Tan rock surfacing, 3" thick layer over weed fabric barrier as approved; approximately 15,000SF. 8. 1 " Franklin red rock surfacing, 3" thick layer over weed fabric barrier as 1 " Franklin red rock surfacing, 3" thick layer over weed fabric barrier as 12" Franklin red rock surfacing, 3" thick layer over weed fabric barrier as approved; approximately 8,000SF. 9. Existing irrigation control panel in mechanical room to be replaced with 12 Existing irrigation control panel in mechanical room to be replaced with 12 zone irrigation rainbird control or Government approved equal. 10. Existing back flow preventer. Existing back flow preventer. 11. Existing tree will remain in-place. DO NOT REMOVE. Existing tree will remain in-place. DO NOT REMOVE. 12. Provide " x 4" high metal landscape edging (approximately 550 linear feet). Provide " x 4" high metal landscape edging (approximately 550 linear feet). 18" x 4" high metal landscape edging (approximately 550 linear feet).

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PRESSURE VACUUM

BREAKER ASSEMBLY,

EXISTING

6" IRRIGATION BOX,

EXISTING

IRRIGATION CONTROL

BOX, INSTALL BOX ATOP

4X4X8 SOLID CMU BLOCKS

AT EACH CORNER

IRRIGATION VALVE

ISOLATION VALVE

TOP OF GRAVEL

MAINLINE

WASHED GRAVEL UNDER

CONTROL VALVE

SCHEDULE 40 PVC

LATERAL LINE

ELL OR TEE FITTING

CONNECTED TO SCHED 80

PVC RISER

" POLY DRIP LINE WITH

EMITTERS. PROVIDE

FLUSH CAP AT EACH END

OF LINE

FLOOD BUBBLER WHERE

REQUIRED, INTSALL 3"

ABOVE GRAVEL OR

GRADE, PROVIDE SCHED

80 PVC RISER

INLINE ISOLATION

BALL VALVE

6" IRRIGATION BOX,

INSTALL BOX ATOP 4X4X8

SOLID CMU BLOCKS

WASHED GRAVEL

UNDER ISOLATION

VALVE

REMOVE ALL BURLAP,

WIRE, ROPE AND

SYNTHETIC

MATERIALS PRIOR TO

BACKFILLING

PLANTING HOLE DIA.

SHALL EQUAL 2 X DIA.

OF THE ROOT BALL

2" DIA. X 10' LONG LODGE POLE

STAKES, MIN 2 PER TREE

CROSS TIE BETWEEN STAKE

AND TREE, PROVIDE RUBBER

HOSE AROUND TREE TRUNK

FINISH GRADE AT TREE TO

EQUAL TOP OF ROOT BALL

WATER RETENTION BASIN

ROCK MULCH, DO NOT COVER

ROOT BALL AND HOLD BACK

WEED BARRIER FABRIC FROM

BASIN

COMPACTED BACKFILL

MIXTURE:

60% NATIVE SOIL,

20% FINE SAND

20% ORGANIC COMPOST

INSTALL SCHEDULED TREE PLUMB

6" DEEP DRAINAGE

TROUGH AROUND

BOTTOM OF PIT

UNDISTURBED SOIL,

STABILIZE SOIL

BELOW ROOT BALL

PRIOR TO PLANTING

TO PREVENT TREE

FROM SETTLING

PLANTING HOLE DIA.

SHALL EQUAL 2 X DIA.

OF THE ROOT BALL

FINISH GRADE PLANT TO

EQUAL TOP OF ROOT BALL

WATER RETENTION BASIN

ROCK MULCH, DO NOT COVER

ROOT BALL AND HOLD BACK

WEED BARRIER FABRIC FROM

BASIN

COMPACTED BACKFILL

MIXTURE:

60% NATIVE SOIL,

20% FINE SAND

20% ORGANIC COMPOST

6" DEEP DRAINAGE

TROUGH AROUND

BOTTOM OF PIT

UNDISTURBED SOIL,

STABILIZE SOIL

BELOW ROOT BALL

PRIOR TO PLANTING

TO PREVENT TREE

FROM SETTLING

INSTALL SCHEDULED PLANT

PLUMB

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