DPW037947P_Plans_Drawings_27_Aug_2018_Final_Construction_Set_Design.pdf

PDF 3 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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Updated Drawing Building 272

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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
DPW037937P_Plans_Drawings_24_Aug_2018_Final_Construction_Set_Design.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
Storm_Water_Drainage_System.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
DPW037937P_Plans_Drawings_10_July_2018_Final_Construction_Set_Design.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

DIRECTORATE OF

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DESIGNED BY

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DRAWING TITLE

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WS-85210-2018-G-CP-01

SH#1

B-272 PARKING LOT REBUILD

COVER

GHB

GHB .

Rafael Acosta

Samuel E. Morris

August 2018

White Sands Missile Range, NM

Directorate of Public Works

BUILDING 272 PARKING LOT REBUILD

Project Location

Concrete Asphalt

Disposal

Construction Water Source Borrow Pit

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 2018

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WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF

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DESIGNED BY

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SUBMITTED

PROJECT MANAGER

CHIEF, IS-ED BRANCH

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CHIEF, ENGINEERING DIVISION

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WS-85210-2018-G-GI-02

SH#2

B-272 PARKING LOT REBUILD

INDEX

GHB

GHB .

Rafel Acosta

Samuel E. Morris

August 2018

White Sands Missile Range, NM

Directorate of Public Works

BUILDING 272 PARKING LOT REBUILD

TITLE

COVER

INDEX

GENERAL NOTES

EXISTING SITE

DEMOLITION PLAN

NEW WORK

TRAFFIC SIGNS AND PAVEMENT MARKING PLAN

LIGHTING

LANDSCAPE

ADA RAMP DETAIL

HANDICAP PARKING DETAIL

TRAFFIC SIGNS & PAVEMENT MARKING DETAIL

SIDEWALK CURB & GUTTER DETAIL

SHEET

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 2018

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DIRECTORATE OF

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DESIGNED BY

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SUBMITTED

PROJECT MANAGER

CHIEF, IS-ED BRANCH

RECOMMENDED

APPROVED

CHIEF, ENGINEERING DIVISION

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NO. DATE BY APPROVEDDESCRIPTION

SCALE

SHEET SIZE

ARCH D

SHEET

WS-85210-2018-G-GI-03

SH#3

B-272 PARKING LOT REBUILD

GENERAL NOTES

GHB

GHB .

Rafael Acosta

Samuel E. Morris

August 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 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 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, 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 new 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 excavation Contractor is to field verify all existing utilities prior to any excavation for new sign post/pole foundations. 9. Remove and dispose of any existing asphalt pavement or rigid concrete. Remove and dispose of any existing asphalt pavement or rigid concrete. Contractor may dispose asphalt/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. Cold mill existing asphalt surface course down to base per section 415, Cold mill existing asphalt surface course down to base per section 415, Pavement Surface Restoration of NMSHTD Standard Specifications for Highway and Bridge Construction. 12. Install a base course layer that conforms to New Mexico Department of 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. 13. Apply tack coat per section 407 (NMSHTD) of the contract Apply tack coat per section 407 (NMSHTD) of the contract specifications. 14. Apply a prime coat per section 408 (NMSHTD) of the contract Apply a prime coat per section 408 (NMSHTD) of the contract specifications. 15. Apply a new asphalt mix with an aggregate grading designation of "B" 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. 16. 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 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 1.7 miles. 17. 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 by using Type "H" All pavement markings are to be installed by using Type "H" using Type "H" Type "H" Extruded Thermoplastic pavement marking material with glass beads per Section 634.08 of the FP-03 & Plan Sheet 12 of drawings.Application shall be 12# beads per 100 S.F. .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 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 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 and 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. Reinforcement for sidewalks shall be 6 x 6 w1.4 x w1.4 Reinforcement 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 corosion-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 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 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 in 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 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, curb Construct curb and gutter per concrete sidewalks, curb 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 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 control plan shall be delivered, implemented and maintained in accordance with the NMSHTD, Sections 618, 702 and Chapter 6 of the Manual on 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. 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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WHITE SANDS MISSILE RANGE, NEW MEXICO

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WS-85210-2018-C-SP-04

SH#4

B-272 PARKING LOT REBUILD

SITE PLAN

GHB

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Rafael Acosta

Samuel E. Morris

August 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 2018

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B-272 PARKING LOT - EXISTING SITE PLAN NOT TO SCALE

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1. Firm-power parking lot lights (7 ea). Firm-power parking lot lights (7 ea). 2. Solar power landscape pathway lights (2 ea). Solar power landscape pathway lights (2 ea). 3. Storm drain inlets. Storm drain inlets. 4. Communication manhole. Communication manhole.

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WS-85210-2018-C-SP-05

SH#5

B-272 PARKING LOT REBUILD

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GHB

GHB .

Rafael Acosta

Samuel E. Morris

August 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 2018

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B-272 PARKING LOT - DEMOLITION PLAN NOT TO SCALE

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1. Sawcut existing pavement with a smooth and straight cut (Approximately 195 linear Sawcut existing pavement with a smooth and straight cut (Approximately 195 linear feet). 2. Remove approximately 4,725 SY of asphalt pavement within boundaries shown by Remove approximately 4,725 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. 1.8 miles from project site. 3. Remove existing wheel stops (52 ea.). Store and reinstall after parking lot is complete. Remove existing wheel stops (52 ea.). Store and reinstall after parking lot is complete. 4. Remove existing concrete curb/gutter (Approximately 94 linear feet) and landscape rock Remove existing concrete curb/gutter (Approximately 94 linear feet) and landscape rock to include sub-grade between existing parking lot and Picatinny Ave. Landscape rock shall be replaced once new curb/guter is installed. 5. Remove existing parking lot signage (5 ea.). Remove existing parking lot signage (5 ea.). 6. Demo concrete sidewalk (6' wide). Demo concrete sidewalk (6' wide). 7. Remove electric poles, lights, underground electrical conduit and concrete pedestal (7 Remove electric poles, lights, underground electrical conduit and concrete pedestal (7 ea). 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. 8. Demo approximately 220 SF of sidewalk and ADA ramp. Demo approximately 220 SF of sidewalk and ADA ramp. 9. Trees and shrubs to remain in-place. DO NOT REMOVE. Trees and shrubs to remain in-place. DO NOT REMOVE. 10. Trees to be removed (6 ea). Contractor shall cap all " irrigation poly-lines. Trees to be removed (6 ea). Contractor shall cap all " irrigation poly-lines. 34" irrigation poly-lines. 11. Remove existing curb & gutter, island and landscape rock. Contractor shall take Remove existing curb & gutter, island and landscape rock. Contractor shall take precaution to not disturb/damage existing tree within south island. 12. Demo storm drain inlets only. Underground piping shall remain to tie into new storm Demo storm drain inlets only. Underground piping shall remain to tie into new storm drain inlet locations. 13. Saw cut and demo concrete (Approximately 925 SF). Do not disturb sidewalks. Saw cut and demo concrete (Approximately 925 SF). Do not disturb sidewalks. 14. Remove existing concrete cub/gutter (Approximately 63 linear feet from existing Remove existing concrete cub/gutter (Approximately 63 linear feet from existing handicap ramp). Remove landscape rock and reinstall once sidewalk is installed. 15. Demo approximately 500 SF of sidewalk and ADA ramp.Demo approximately 500 SF of sidewalk and ADA ramp.

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WS-85210-2018-C-SP-06

SH#6

B-272 PARKING LOT REBUILD

NEW WORK

GHB

GHB .

Rafael Acosta

Samuel E. Morris

August 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 2018

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B-272 PARKING LOT - NEW WORK NOT TO SCALE

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1. Contractor shall provide a topographic survey site plan with existing grading elevations Contractor shall provide a topographic survey site plan with existing grading elevations and proposed new grading and drainage. Relocate inlets to tie new grading & drainage plan to the 12" storm drain system. 2. Remove existing pavement by scarifying to a depth of 8 inches, reshape and compact 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. Compact base course layer to a uniform minimum compacted thickness of 6 inches Compact base course layer to a uniform minimum compacted thickness of 6 inches to a 96% per ASTM D1557. 4. Apply a prime and tack coat. Prime coat shall be applied at a rate ranging from 0.05 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 asphalt mix with an aggregate grading designation of "B" asphalt Apply a new 2" thick asphalt mix with an aggregate grading designation of "B" asphalt surface course. 6. Construct concrete curb & gutter (Approximately 440 LF). Refer to Details, Sheet #13. Construct concrete curb & gutter (Approximately 440 LF). Refer to Details, Sheet #13. 7. Construct ADA ramp, Type 10. Refer to ADA Ramp Details, Sheet #10. Construct ADA ramp, Type 10. Refer to ADA Ramp Details, Sheet #10. 8. Construct ADA ramp, Type 12. Refer to ADA Ramp Details, Sheet #10. Construct ADA ramp, Type 12. Refer to ADA Ramp Details, Sheet #10. 9. Construct ADA ramp, Type 2. Refer to ADA Ramp Details, Sheet #10. Construct ADA ramp, Type 2. Refer to ADA Ramp Details, Sheet #10. 10. Construct 6' wide concrete sidewalk. Refer to Details, Sheet #13. 11. Relocate storm drain inlets and tie into existing 12" underground pipe network. Relocate storm drain inlets and tie into existing 12" underground pipe network. 12. Provide a 5' wide temporary sidewalk with wood railing to delineate a walkway for Provide a 5' wide temporary sidewalk with wood railing to delineate a walkway for pedestrians accessing B-272 from designated parking lot during construction. Walkway shall be a Fastrax Portable Flooring System or Government approved equal. A ramp shall be provided at each curb for handicap access. After construction of parking lot is complete, contractor shall turn-over Portable Flooring System to Government COR.

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APPROVED

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WS-85210-2018-C-SP-07

SH#7

B-272 PARKING LOT REBUILD

TRAFFIC SIGN AND PAVEMENT MARKING

GHB

GHB .

Rafael Acosta

Samuel E. Morris

August 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 2018

AutoCAD SHX Text B-272 PARKING LOT - Traffic Sign and Pavement Marking NOT TO SCALE

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1. Stripe 60 and 90° standard parking spaces with Extruded Thermoplastic Stripe 60° and 90° standard parking spaces with Extruded Thermoplasticpavement marking material. Refer to Details, Sheet #12, Standard Parking Space Detail. 2. Stripe ADA parking spaces with Extruded Thermoplastic pavement marking Stripe ADA parking spaces with Extruded Thermoplastic pavement marking material. Refer to Handicap Details Sheet, Sheet #11. 3. Stripe Van Accesible ADA parking space with Extruded Thermoplastic pavement Stripe Van Accesible ADA parking space with Extruded Thermoplastic pavement marking material. Refer to Handicap Details, Sheet #11. 4. Install ADA parking sign. Refer to Details, Sheet #12, Sign R7-8 & R7-8b. Install ADA parking sign. Refer to Details, Sheet #12, Sign R7-8 & R7-8b. 5. Reinstall staged wheel stops in parking spaces per construction plan. Reinstall staged wheel stops in parking spaces per construction plan. 6. Stripe white lines, Extruded Thermoplastic pavement marking material. Stripe white lines, Extruded Thermoplastic pavement marking material. 7. Install new Stop Sign (3 ea), 24"x24". Install new Stop Sign (3 ea), 24"x24". 8. Install new Speed Limit (5 mph) sign (2 ea), 24"x30". Install new Speed Limit (5 mph) sign (2 ea), 24"x30". 9. Install Extruded Thermoplastic arrow (4 ea) on asphalt pavement. Refer to Install Extruded Thermoplastic arrow (4 ea) on asphalt pavement. Refer to Details, Sheet #12, Arrow Pavement Marking Detail. 10. Existing 5mph Speed Limit sign shall remain in-place. Existing 5mph Speed Limit sign shall remain in-place.

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WS-85210-2018-E-SP-08

SH#8

B-272 PARKING LOT REBUILD

LIGHTING

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Rafael Acosta

Samuel E. Morris

August 2018

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ELECTRICAL KEY:

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 2018

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1. Contractor shall provide and install power to new parking lot lights by tying into existing 20A circuit breaker located in B-272 mechanical room. Contractor shall provide and install power to new parking lot lights by tying into existing 20A circuit breaker located in B-272 mechanical room. 2. Contractor shall trench approximately 475 linear feet at 24 inches deep for the underground conduit. This is in order to provide the power from the existing 20A circuit breaker to each of the light poles. Underground installation shall be Contractor shall trench approximately 475 linear feet at 24 inches deep for the underground conduit. This is in order to provide the power from the existing 20A circuit breaker to each of the light poles. Underground installation shall be Underground installation shall be marked with red metallic tape 12" deep from grade. Seal underground conduit. 3. Contractor shall purchase and install (7) new LED parking lot light fixtures with individual photocell. The lilghts fixtures were chosen from LED ROADWAY LIGHTING COMPANY, NXT-60M-0-7-2HB-7-BK-1-UL-X-2H LED Series Luminaire or Contractor shall purchase and install (7) new LED parking lot light fixtures with individual photocell. The lilghts 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. Contractor is responsible that each light fixture has a photocell and dimmer and is connected separately and should also make sure all lights are grounded via a " x 10' copper ground rod. 34" x 10' copper ground rod. 4. Contractor shall use 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. Contractor shall use 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. 5. Contractor shall use as secondary, 600V cable #8 THHN CU wire for 120/240V service coming from existing 20A breaker unless otherwise specified. The run shall be done for each phase and neutral for a total of 3 wires. Label each Contractor shall use as secondary, 600V cable #8 THHN CU wire for 120/240V service coming from existing 20A breaker 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. 6. Contractor shall 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 in Contractor shall 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 in construction plan. 7. Contractor shall 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 Contractor shall 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 sheet.

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WS-85210-2018-C-SP-09

SH#9

B-272 PARKING LOT REPAIR

LANDSCAPE

GHB

GHB .

Rafael Acosta

Samuel E. Morris

August 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 2018

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B-272 PARKING LOT - LANDSCAPE NOT TO SCALE

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1. Landscape boulders of varied size (range 1' to 4' diameter, 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 government prior to installation, typical. Boulders will be furnished by Government. Contractor shall be responsible for the hauling of boulders to project site and labor to install. Boulders are located East of MLK St., and Ardennes St., intersection. Project site is approximately 2.0 miles from location of boulders. 2. " Gray rock surfacing to match existing, 3" thick layer over weed 34" Gray rock surfacing to match existing, 3" thick layer over weed fabric barrier as approved. 3. 1- " Franklin red rock surfacing, 3" thick layer over weed fabric 1- " Franklin red rock surfacing, 3" thick layer over weed fabric 12" Franklin red rock surfacing, 3" thick layer over weed fabric barrier as approved. 4. Existing trees & shrubs shall remain in-place. DO NOT REMOVE. Existing trees & shrubs shall remain in-place. DO NOT REMOVE. 5. " x 4" high metal landscape edging. 18" x 4" high metal landscape edging. 6. Contractor shall replace the existing rock landscape to include new Contractor shall replace the existing rock landscape to include new fabric barrier that existed prior to construction.

AutoCAD SHX Text New Work:

AutoCAD SHX Text Bldg. 272

AutoCAD SHX Text Area not included in the project

AutoCAD SHX Text Picatinny Ave.

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AutoCAD SHX Text Solar lights to remain in-place and undisturbed

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Cross slope not to exceed 2% on any portion of ramp or transition to street.

Match Existing

Sidwalk Width - 5'

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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

DATE

DRAWING TITLE

NO. DATE BY APPROVEDDESCRIPTION

SCALE

SHEET SIZE

ARCH D

SHEET

WS-85210-2018-C-DT-10

SH#10

B-272 PARKING LOT REBUILD

ADA RAMPS

GHB

GHB .

Rafael Acosta

Samuel E. Morris

August 2018

ISSUED FOR

CONSTRUCTION

UPDATED

DATE: 27 AUGUST 2018

AutoCAD SHX Text Ramp 8.3%

AutoCAD SHX Text Ramp 8.3%

AutoCAD SHX Text Ramp

AutoCAD SHX Text Side

AutoCAD SHX Text 5' Min

AutoCAD SHX Text Flare

AutoCAD SHX Text 8.3%

AutoCAD SHX Text 8.3%

AutoCAD SHX Text Ramp

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AutoCAD SHX Text 5' Min

AutoCAD SHX Text 5' Min

AutoCAD SHX Text Ramp run

AutoCAD SHX Text Total sidewalk width

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text 8.3%

AutoCAD SHX Text Top landing

AutoCAD SHX Text 5' Min

AutoCAD SHX Text 5' Min

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CURB RAMPS AT MEDIAN ISLANDS

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TYPE 2

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TYPE 3

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TYPE 6

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TYPE 20

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TYPE 1

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PERPENDICULAR CURB RAMP

AutoCAD SHX Text Slope 2%

AutoCAD SHX Text Landing

AutoCAD SHX Text 4' Ramp Width

AutoCAD SHX Text 8.3%

AutoCAD SHX Text 8.3%

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AutoCAD SHX Text 8.3%

AutoCAD SHX Text 8.3%

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DIAGONAL COMBINATION CURB RAMP

AutoCAD SHX Text 2%

AutoCAD SHX Text 5' Min

AutoCAD SHX Text 5' Min for refuge

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DIRECTIONAL RAMP WITHIN RADIUS

AutoCAD SHX Text 8.3%

AutoCAD SHX Text 8.3%

AutoCAD SHX Text 8.3%

AutoCAD SHX Text Sidewalk

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CROSSWALK

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CROSSWALK

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TYPE 4

AutoCAD SHX Text Maneuvering Space 4' x 4'

AutoCAD SHX Text 2%

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text 2%

AutoCAD SHX Text 8.3%

AutoCAD SHX Text 5' Usual

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TYPE 9

AutoCAD SHX Text 4' Ramp Width

AutoCAD SHX Text 4' Ramp Width

AutoCAD SHX Text Varies

AutoCAD SHX Text 5'x 5' Landing

AutoCAD SHX Text Maneuvering Space 4'x 4'

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TYPE 21

AutoCAD SHX Text 2'

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AutoCAD SHX Text 5' Min

AutoCAD SHX Text Side flare

AutoCAD SHX Text Planting or other non- walking surface if dropoff is not protected

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COMBINATION CURB RAMPS

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TYPE 5

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DIAGONAL CURB RAMP (RETURNED CURB)

AutoCAD SHX Text Perpendicular to the Tangent of the Curb Radius and Contained in Crosswalk

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AutoCAD SHX Text 5'

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PARALLEL CURB RAMP

AutoCAD SHX Text Planting or other non- walking surface if dropoff is not protected

AutoCAD SHX Text Planting or other non-walking surface if dropoff is not protected

AutoCAD SHX Text Align curb parallel with crosswalk

AutoCAD SHX Text 5'x 5' Shared Landing

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AutoCAD SHX Text Flare

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AutoCAD SHX Text Shared

AutoCAD SHX Text Landing

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AutoCAD SHX Text Shared

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AutoCAD SHX Text 5' Min 10' Max

AutoCAD SHX Text Shared Landing

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AutoCAD SHX Text Ramp

AutoCAD SHX Text 5' Min

AutoCAD SHX Text Stop Bar

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COMBINATION ISLAND RAMPS

AutoCAD SHX Text 5'x 5'(Min) Shared Landing

AutoCAD SHX Text 8.3% Ramp

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TYPE 22

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AutoCAD SHX Text For

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AutoCAD SHX Text 8.3% Ramp

AutoCAD SHX Text 8.3% Ramp

AutoCAD SHX Text Walking Surface

AutoCAD SHX Text 2' strip if cut through is greater than 4' in length. Otherwise place detectable warning on the entire surface of cut through.

AutoCAD SHX Text (Sidewalk set back from curb)

AutoCAD SHX Text 2' min. run

AutoCAD SHX Text Curb Ramp 2' min. run at 8.3%

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text 2%

AutoCAD SHX Text 8.3%

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TYPE 8

AutoCAD SHX Text 4' Ramp Width

AutoCAD SHX Text 5'x 5' Landing

AutoCAD SHX Text Maneuvering Space 4'x 4'

AutoCAD SHX Text 2'

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AutoCAD SHX Text Flare

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FLUSH LANDING

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AutoCAD SHX Text Equal Ramp

AutoCAD SHX Text Slope

AutoCAD SHX Text 2% Max

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DIRECTIONAL RAMP WITHIN RADIUS

AutoCAD SHX Text Cross slope not to exceed 2% on any portion of ramp or transition to street.

AutoCAD SHX Text 8.3%

AutoCAD SHX Text 4' Ramp Width

AutoCAD SHX Text 5' Sidewalk

AutoCAD SHX Text (Sidewalk adjacent to curb)

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TYPE 10

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DIAGONAL CURB RAMP (FLARED SIDES)

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