DPW047718P_Plans_Drawings_24_Aug_2018_Final_Construction_Set_Design.pdf
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- Rebuild Four (4) Parking Lots Federal contract opportunity
- Solicitation number
- W911SG-18-B-0008
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Updated Drawings Building 1330
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TITLE
COVER
GENERAL NOTES
SITE PLAN
DEMOLITION PLAN
NEW WORK
TRAFFIC SIGNS AND PAVEMENT MARKING PLAN
LANDSCAPE
ADA RAMP DETAIL
HANDICAP PARKING DETAIL
TRAFFIC SIGNS & PAVEMENT MARKING DETAIL
SIDEWALK CURB & GUTTER DETAIL
DRAWING #
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
WS-85210-2018-G-GI-01
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
COVER
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ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
WHITE SANDS MISSILE RANGE, NEW MEXICO
DESIGN BRANCH
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GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
WS-85210-2018-C-G-02
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
GENERAL NOTES
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
AutoCAD SHX Text
1. Contractor shall coordinate all work with existing conditions and Contractor shall coordinate all work with existing conditions and construction drawings, provide all equipment, material and labor as required for 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, tools, 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 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 "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. 15. 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 1.3 miles. 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 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 yellow as 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" Extruded All pavement markings are to be installed by using Type "H" Extruded Type "H" Extruded Thermoplastic pavement marking material with glass beads per Section 634.08 of the FP-03 & Plan Sheet 10 of drawings. Application shall . Application shall be 12# beads per 100 S.F. 3. All specifications for pavement markings are as per the Manual on All specifications for pavement markings are as per the Manual on Uniform Traffic Control Devices (MUTCD) standard manual, latest edition. 4. All typical sizes of words and arrows for normal installation may be All typical sizes of words and arrows for normal installation may be reduced approximately one third for low speed traffic flow or as agreed by the project engineer and directed by the COR. 5. Edge line striping should typically be placed 6 inches from the edge of Edge line striping should typically be placed 6 inches from the edge of pavement. Edge line striping is not required in stand-up curb or curb 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 that Layout on drawing is suggested. Contractor shall provide a layout that maximizes parking spaces using 45 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 mfg. 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 welded wire Reinforcement for sidewalks shall be 6x6 W1.4 x W1.4 welded wire mesh. Reinforcing for concrete curb shall be 1-quantity #4 rebar 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 approximately 4" Placement of reinforcing steel shall be stopped approximately 4" from the dowel bar assembly. 4. Dowel bar placement shall meet all the requirements for concrete Dowel bar placement shall meet all the requirements for concrete placement. 5. Reinforcing steel bars shall conform to ASTM A-615-a grade 60. Reinforcing steel bars shall conform to ASTM A-615-a grade 60. 6. All welded wire fabric shall conform to specifications for "steel 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 edition All sign materials and installation shall comply with the latest edition of the Manual on Uniform Traffic Control Devices, Section 701 of NMSHTD and Plan Sheet 7. 2. All sign panels shall conform to ASTM B 209. Sign panels shall be All sign panels shall conform to ASTM B 209. Sign panels shall be constructed of 0.125" Aluminum. 3. All traffic signs with the exception of ADA parking signs shall have 2 All traffic signs with the exception of ADA parking signs shall have 2 - 1.75"x1.75" galvanized square post conforming to ASTM A 1011, grade 55. 4. All sign sheeting shall comply with ASTM D4951 Type III High Intensity All sign sheeting shall comply with ASTM D4951 Type III High Intensity Prismatic Sheeting. 5. NCHRP 350 compliant breakaways required on all sign installations. NCHRP 350 compliant breakaways required on all sign installations. 6. All new traffic signs, specifications and placement distances are as All new traffic signs, specifications and placement distances are as per sign details and sign distances tables of the "standard highway signs" standard manual, 2004 edition. 7. All new signs shall be installed at designated areas and new sign 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 landfill.All traffic signs shall be disposed offsite at a State Licensed landfill.
AutoCAD SHX Text General Notes:
AutoCAD SHX Text Pavement Marking Notes::
AutoCAD SHX Text Traffic Signs Notes::
AutoCAD SHX Text Reinforcing General Notes::
AutoCAD SHX Text Concrete General Notes:
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1. Reinforcing for concrete shall be the same as indicated in the 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 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 at Concrete shall have a compressive strength of f'c=4,000 psi at 28 days & 6% max air entrainment unless otherwise noted.
AutoCAD SHX Text Sidewalk, ADA Ramp, Curb and Gutter General Notes:
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1. Construct per cast in place concrete and concrete sidewalks, curb 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, curb and gutter 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 weakness 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 type 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 plan 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 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 but not 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 stops 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.
AutoCAD SHX Text Concrete Wheel Stop Notes::
24'
24'
26'
15'
18'
7' 7'
25'
25' 25'
57'57'59'
262'
290'
300'
205'
38' 38'
325'
105'
85'
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
WS-85210-2018-C-SP-03
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
SITE PLAN
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
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B-1330 PARKING LOT - EXISTING SITE PLAN NOT TO SCALE
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Frontier Club
47'
50'
47'
47'
15'
WS-85210-2018-C-SP-04
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
DEMOLITION PLAN
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
AutoCAD SHX Text
B-1330 PARKING LOT - DEMOLITION PLAN NOT TO SCALE
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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 6,465 SY of asphalt pavement within boundaries shown by scarifying to a Remove approximately 6,465 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. 1.3 miles from project site.. . 3. Remove existing concrete curb and gutter, approximately 275'. SEE PLAN SHEET 2, GENERAL Remove existing concrete curb and gutter, approximately 275'. SEE PLAN SHEET 2, GENERAL NOTES FOR RIGID CONCRETE DISPOSAL. 4. Remove existing traffic signs. All traffic signs shall be disposed offsite at a State Licensed Remove existing traffic signs. All traffic signs shall be disposed offsite at a State Licensed All traffic signs shall be disposed offsite at a State Licensed Landfill. 5. Demo 75 SF section of sidewalk to build ADA compliant handicap ramp. Demo 75 SF section of sidewalk to build ADA compliant handicap ramp. 6. Remove (Approximately 2,000 SF) landscape area within boundaries shown by scarifying, reshape, Remove (Approximately 2,000 SF) landscape area within boundaries shown by scarifying, reshape, level and compact for the widening and placement of curb & gutter and asphalt pavement. All excess sub base and native material shall be disposed of off-site at a State Licensed Landfill. 7. Remove sign that reads, "Reserved for Surviving Families" taking care not to damage, store for Remove sign that reads, "Reserved for Surviving Families" taking care not to damage, store for reuse once parking lot is complete. Sign shall be installed with new 1.75"x1.75" square post. 8. Remove 70 linear feet of concrete curb & gutter. Remove 70 linear feet of concrete curb & gutter. 9. Remove 10 linear feet of concrete curb & gutter. Remove 10 linear feet of concrete curb & gutter. 10 linear feet of concrete curb & gutter. linear feet of concrete curb & gutter. 10. Remove 12 linear feet of concrete curb & gutter. Remove 12 linear feet of concrete curb & gutter. 11. Remove 10 linear feet of concrete curb & gutter. Remove 10 linear feet of concrete curb & gutter. 12. Remove 20 linear feet of concrete curb & gutter. Remove 20 linear feet of concrete curb & gutter. 13. Remove 7 linear feet of concrete curb & gutter. Remove 7 linear feet of concrete curb & gutter. 14. Remove 11 linear feet of concrete curb & gutter. Remove 11 linear feet of concrete curb & gutter. 15. Remove 165 SF of concrete pedestrian crossing. Remove 165 SF of concrete pedestrian crossing.
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65'
11'22'
57'57'59'
WS-85210-2018-C-SP-05
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
NEW WORK
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
AutoCAD SHX Text
B-1330 PARKING LOT - NEW WORK NOT TO SCALE
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1. Contractor shall provide a topographic survey site plan with existing grading elevations and Contractor shall provide a topographic survey site plan with existing grading elevations and proposed new grading and drainage. 2. Remove existing pavement by scarifying to a depth of 8 inches, reshape and compact to 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 6 inches 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 0.05 to 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 of "B" 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 2, GENERAL NOTES FOR WATER STANDPIPE AND BORROW PIT LOCATIONS. 6. Construct concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Construct concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Notes. 7. Construct ADA ramp, Type 1. Refer to ADA Ramp Details, Plan Sheet 8 & Plan Sheet 2, Construct ADA ramp, Type 1. Refer to ADA Ramp Details, Plan Sheet 8 & Plan Sheet 2, General Notes. 8. Construct a portion of 5' concrete sidewalk. Refer to Details, Plan Sheet 11 & Plan Sheet 2, Construct a portion of 5' concrete sidewalk. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Notes. 9. Construct 70 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Construct 70 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Notes. 10. Construct 10 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Construct 10 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & 10 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Notes. 11. Construct 12 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Construct 12 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Notes. 12. Construct 10 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Construct 10 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Notes. 13. Construct 20 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Construct 20 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Notes. 14. Construct 7 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Construct 7 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Notes. 15. Construct 11 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Construct 11 linear feet of concrete curb & gutter. Refer to Details, Plan Sheet 11 & Plan Sheet 2, General Notes. NOTE: A " PREMOLDED JOINT FILLER SHALL BE PLACED BETWEEN ALL EXISTING AND NEWLY 38" PREMOLDED JOINT FILLER SHALL BE PLACED BETWEEN ALL EXISTING AND NEWLY PLACED CONCRETE CURB & GUTTER.
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WS-85210-2018-C-SP-06
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
TRAFFIC SIGNS & PAVEMENT MARKINGS
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
AutoCAD SHX Text B-1330 PARKING LOT - Traffic Sign and Pavement Marking NOT TO SCALE
AutoCAD SHX Text New Traffic Sign and Pavement Marking Work:
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1. Stripe 45 standard parking spaces with a Type "H" Extruded Thermoplastic pavement Stripe 45 standard parking spaces with a Type "H" Extruded Thermoplastic pavement ° standard parking spaces with a Type "H" Extruded Thermoplastic pavement marking material. Refer to Plan Sheet 10, Standard Parking Space Detail and Plan Sheet 2, General Notes. 2. Stripe ADA parking spaces. Refer to Handicap Details Plan Sheet 9. Stripe ADA parking spaces. Refer to Handicap Details Plan Sheet 9. 3. Stripe Van Accesible ADA parking space. Refer to Handicap Details Plan Sheet 9. Stripe Van Accesible ADA parking space. Refer to Handicap Details Plan Sheet 9. 4. Install ADA parking sign. Refer to Details, Plan Sheet 9 & 10, Sign R7-8. Install ADA parking sign. Refer to Details, Plan Sheet 9 & 10, Sign R7-8. 5. Paint arrow on asphalt pavement. Refer to Details, Plan Sheet 10, Arrow Pavement Paint arrow on asphalt pavement. Refer to Details, Plan Sheet 10, Arrow Pavement Marking Detail. 6. Stripe white lines, Extruded Thermoplastic Pavement marking material. Stripe white lines, Extruded Thermoplastic Pavement marking material. 7. Install new Stop sign (2 ea), 24"x24". Install new Stop sign (2 ea), 24"x24". 8. Install new Speed Limit (10 mph) sign (3 ea), 24"x30". Install new Speed Limit (10 mph) sign (3 ea), 24"x30". 9. Install new Pedestrians Crossing sign (2 ea), 24"x24". Install new Pedestrians Crossing sign (2 ea), 24"x24". 10. Reinstall existing sign, "Reserved for Surviving Families" on new 1.75"x1.75" square Reinstall existing sign, "Reserved for Surviving Families" on new 1.75"x1.75" square post. 11. Stripe yellow lines, Extruded Thermoplastic Pavement marking material. Stripe yellow lines, Extruded Thermoplastic Pavement marking material.
AutoCAD SHX Text Area not included in the project
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300'
11'
17'
WS-85210-2018-L-SP-07
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
LANDSCAPE
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
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B-1330 PARKING LOT - LANDSCAPE NOT TO SCALE
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1. Remove excess soil within median to include existing pebble rock located at Remove excess soil within median to include existing pebble rock located at the south end of parking lot, level and compact area for the placement of new landscape fines. ALL EXCESS ROCK AND SOIL SHALL BE DISPOSED OF AT AN OFF-SITE STATE LICENSED LANDFILL. 2. Install red crusher fines (Approximately 4,500 SF) to match color of existing Install red crusher fines (Approximately 4,500 SF) to match color of existing fines within parking area. Fines shall be installed as a 3" thick layer over weed fabric barrier as approved.
AutoCAD SHX Text New Work:
AutoCAD SHX Text Area not included in the project
AutoCAD SHX Text Area not included in the project
AutoCAD SHX Text Sierra St.
AutoCAD SHX Text Martin Luther King Ave.
AutoCAD SHX Text Frontier Club
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Cross slope not to exceed 2% on any portion of ramp or transition to street.
Match Existing
Sidwalk Width - 5'
Minimum
WS-85210-2018-C-DT-08
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
ADA RAMPS
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 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
AutoCAD SHX Text Ramp
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%
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
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
AutoCAD SHX Text 5' Min
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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'
AutoCAD SHX Text min
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
AutoCAD SHX Text min
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
AutoCAD SHX Text Ramp
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AutoCAD SHX Text Flare
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AutoCAD SHX Text Shared
AutoCAD SHX Text Landing
AutoCAD SHX Text Flare
AutoCAD SHX Text Shared
AutoCAD SHX Text Landing
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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
AutoCAD SHX Text Ramp
AutoCAD SHX Text For
AutoCAD SHX Text Landing
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'
AutoCAD SHX Text min
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)
AutoCAD SHX Text 2%
AutoCAD SHX Text 2' min. curb aligned with crosswalk
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text Landing
AutoCAD SHX Text Equal Ramp
AutoCAD SHX Text Slope
AutoCAD SHX Text 2% Max
AutoCAD SHX Text Cross slope not to exceed 2% on any portion of ramp or transition to street.
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TYPE 7
AutoCAD SHX Text 8.3%
AutoCAD SHX Text 4' Ramp Width
AutoCAD SHX Text 5' Sidewalk
AutoCAD SHX Text 2% Max
AutoCAD SHX Text 2% Max
AutoCAD SHX Text Curb details are shown elsewhere in the plans.
AutoCAD SHX Text (Use only where water will not pond in the landing.)
AutoCAD SHX Text Flare
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AutoCAD SHX Text 5'X 5' Shared Landing
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AutoCAD SHX Text Equal Ramp
AutoCAD SHX Text Slope
AutoCAD SHX Text Straight Ramp
AutoCAD SHX Text 8.3%
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TYPE 12
2% Max
RESERVED
PARKING
This Drawing Produced by the U.S. Access Board
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
WS-85210-2018-C-DT-09
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
HANDICAP DETAIL
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
AutoCAD SHX Text 6-3-08
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NO SCALE
AutoCAD SHX Text 1-25
AutoCAD SHX Text 26-50
AutoCAD SHX Text 51-75
AutoCAD SHX Text 76-100
AutoCAD SHX Text 101-150
AutoCAD SHX Text 151-200
AutoCAD SHX Text 201-300
AutoCAD SHX Text 301-400
AutoCAD SHX Text 401-500
AutoCAD SHX Text 501-1000
AutoCAD SHX Text Greater than 1001
AutoCAD SHX Text 20 plus 1 for each 100 or
AutoCAD SHX Text fraction thereof over 1001
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AutoCAD SHX Text 2 percent of total
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TABLE A
AutoCAD SHX Text See Notes 2 and 6
AutoCAD SHX Text 2'-0" Min unobstructed area
AutoCAD SHX Text White ISA
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ISA MARKING
AutoCAD SHX Text See Revised Std Plan RSP A24C
AutoCAD SHX Text 9'-0" Min
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SINGLE PARKING STALL
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DETAIL A
AutoCAD SHX Text Blue Background
AutoCAD SHX Text SIGN R7-8b
AutoCAD SHX Text 18'-0" Min
AutoCAD SHX Text 9'-0" Min
AutoCAD SHX Text 9'-0" Min
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DOUBLE PARKING STALL
AutoCAD SHX Text Sidewalk
AutoCAD SHX Text Curb
AutoCAD SHX Text Curb
AutoCAD SHX Text White line
AutoCAD SHX Text line borders
AutoCAD SHX Text 9'-0" Min
AutoCAD SHX Text 18'-0" Min
AutoCAD SHX Text 9'-0" Min
AutoCAD SHX Text 18'-0" Min
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STATE OF CALIFORNIA
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DEPARTMENT OF TRANSPORTATION
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ACCESSIBLE PARKING
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OFF-STREET
AutoCAD SHX Text ISA Marking at rear limits of stall, See Detail A
AutoCAD SHX Text 2% Max
AutoCAD SHX Text 8.33% Max
AutoCAD SHX Text Curb ramp, See Note 7
AutoCAD SHX Text Curb ramp, See Note 7
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AutoCAD SHX Text 5'-0" Min
AutoCAD SHX Text Curb Ramp, See Note 7
AutoCAD SHX Text Retaining curb if necessary
AutoCAD SHX Text Sidewalk
AutoCAD SHX Text 2% Max
AutoCAD SHX Text 8.33% Max
AutoCAD SHX Text 2% Max
AutoCAD SHX Text 2% Max
AutoCAD SHX Text 8.33% Max
AutoCAD SHX Text 2'-0" Min unobstructed area
AutoCAD SHX Text See Note 3
AutoCAD SHX Text See Note 3
AutoCAD SHX Text ISA Parking Sign, See Notes 2 and 13
AutoCAD SHX Text See Note 3
AutoCAD SHX Text See Note 3
AutoCAD SHX Text See Note 3
AutoCAD SHX Text See Note 9
AutoCAD SHX Text Regular non-accessible parking stall
AutoCAD SHX Text See Note 9
AutoCAD SHX Text See Note 9
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DIAGONAL DOUBLE PARKING STALLS
AutoCAD SHX Text ISA Marking at rear limit of stall, See Detail A
AutoCAD SHX Text ISA Marking at rear limits of stall, See Detail A
AutoCAD SHX Text 4'-0" Min
AutoCAD SHX Text 2% Max
AutoCAD SHX Text Sidewalk
AutoCAD SHX Text 4" White line diagonals at 3'-0" Max centers, See Note 8
AutoCAD SHX Text 4" Blue line borders
AutoCAD SHX Text 5'-0" Min for regular accessible parking stall 8'-0" Min for van accessible parking stall, See Notes 2, 11 and 12
AutoCAD SHX Text 4" White line diagonals at 3'-0" Max centers, See Note 8
AutoCAD SHX Text 4"
AutoCAD SHX Text 4" Blue
AutoCAD SHX Text 4" White line
AutoCAD SHX Text 4" White line diagonals at 3'-0" Max centers, See Note 8
AutoCAD SHX Text ISA = International Symbol of Accessibility
AutoCAD SHX Text 6" Typ
AutoCAD SHX Text 4'-0" Min
AutoCAD SHX Text See Note 3
AutoCAD SHX Text 4" White line
AutoCAD SHX Text 4" White line
AutoCAD SHX Text Accessible Parking Spaces or Stalls
AutoCAD SHX Text Parking Spaces or Stalls
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NOTES:
AutoCAD SHX Text 5'-0" Min
AutoCAD SHX Text 2% Max
AutoCAD SHX Text 8.33% Max
AutoCAD SHX Text 2% Max
AutoCAD SHX Text 8.33% Max
AutoCAD SHX Text 6" Typ
AutoCAD SHX Text Retaining curb if necessary
AutoCAD SHX Text 5'-0" Min between regular accessible parking stalls 8'-0" Min to the right of each van accessible parking stall, See Notes 2 and 12
AutoCAD SHX Text White border
AutoCAD SHX Text 5'-0" Min between regular accessible parking stalls ls 8'-0" Min to the right of each van accessible parking stall, See Notes 2 and 12
AutoCAD SHX Text
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.
AutoCAD SHX Text Accessible parking spaces serving a particular building shall be located on the shortest accessible route of travel from adjacent parking to an accessible entrance. In parking facilities that do not serve a particular building, accessible parking shall be located on the shortest accessible route of travel to an accessible pedestrian entrance of the parking facility. One in every eight accessible off-street parking stalls, but not less than one, shall be served by an accessible aisle of 8'-0" minimum width and shall be signed van accessible. The R7-8b sign shall be mounted below the R99B (CA) plaque or the R99C (CA) sign. In each parking stall, a curb or bumper shall be provided and located to prevent encroachment of vehicles over the required width of walkways. Parking stalls shall be so located that persons with disabilities are not compelled to wheel or walk behind parked cars other than their own. Surface slopes of accessible off-street parking stalls shall be the minimum possible and shall not exceed 2 percent in any direction. Table A shall be used to determine the required number of accessible parking stalls in each parking lot or garage. Where Plaque R99B (CA), Sign R99C (CA) or Sign R7-8b are installed, the bottom of the sign or plaque panel shall be a minimum of 7'-0" above the surrounding surface. Curb ramps shall conform to the details shown on Revised Standard Plan RSP A88A. Blue paint, instead of white may be used for marking accessibility aisles in areas where snow may cause white markings to not be visible. The words "NO PARKING", shall be painted in white letters no less than 1'-0" high and located so that it is visible to traffic enforcement officials. See Revised Standard Plan RSP A90B for details of the "NO PARKING" pavement marking. A R100B (CA) sign shall be posted in a conspicuous place at each entrance to off-street parking facilities or immediately adjacent to and visible from each stall. The sign shall include the address where the towed vehicle may be reclaimed and the telephone number of the local traffic law enforcement agency. Where a single (non-van) accessible parking space is provided, the loading and unloading access aisle shall be on the passenger side of the vehicle as the vehicle is going forward into the parking space. Where a van accessible parking space is provided, the loading and unloading access aisle shall be 8'-0" wide minimum, and shall be on the passenger side of the vehicle as the vehicle is going forward into the parking space. Accessible Parking Only Sign shall be Sign R99C (CA) or Sign R99 (CA) with Plaque R99B (CA).
AutoCAD SHX Text 18'-0" Min
AutoCAD SHX Text
AutoCAD SHX Text 2% Max
AutoCAD SHX Text line borders
AutoCAD SHX Text 4" Blue
AutoCAD SHX Text ISA Parking Sign, See Notes 2 and 13
AutoCAD SHX Text ISA Parking Sign, See Note 13
AutoCAD SHX Text ISA Parking Sign, See Note 13
AutoCAD SHX Text ISA Parking Sign, See Notes 2 and 13
AutoCAD SHX Text
2006 REVISED STANDARD PLAN RSP A90A
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RSP A90A DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A90A
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DATED MAY 1, 2006 - PAGE 117 OF THE STANDARD PLANS BOOK DATED MAY 2006.
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REVISED STANDARD PLAN RSP A90A
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SIGN R7-8
AutoCAD SHX Text (Parking lot or garage)
AutoCAD SHX Text See Note 6
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OFF-STREET PARKING SIGNS
ISA Marking at rear limit of stall, See Detail A
RESERVED
PARKING
This Drawing Produced by the U.S. Access Board
STOP
Type "B" asphalt pavement surface compacted to a minimum of 2 inch thickness.
Base Course compacted to 96% per ASTM D1557 to a final thickness of
6 inches
Cold mill existing asphalt surface and re-mix into existing sub base. Scarify sub base to 8 inches and recompact surface to
96% per ASTM D1557.
Prime Coat per specification
2' min - 6' max
Edge of Shoulder
VARIES
WS-85210-2018-C-DT-10
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
TRAFFIC SIGNS & MARKINGS DETAIL
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
AutoCAD SHX Text
BORDER
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(GREEN BACKGROUND)
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LETTERS
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(GREEN BACKGROUND)
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SIGN BOARD AREA
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(WHITE BACKGROUND)
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HANDICAP LOGO AREA
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(BLUE BACKGROUND)
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(WHITE BACKGROUND)
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HANDICAP LOGO
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(GREEN BACKGROUND)
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ARROW AREA
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BORDER TRIM-WHITE
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(RETROREFLECTIVE)
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BOARD BACKGROUND-RED
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(RETROREFLECTIVE)
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LETTERS-WHITE
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(RETROREFLECTIVE)
AutoCAD SHX Text R1-1
AutoCAD SHX Text R7-8
AutoCAD SHX Text 4" White Solid Pavement Marking, Extruded Thermoplastic Pavement marking material..
AutoCAD SHX Text Face of Curb
AutoCAD SHX Text Standard Parking Space Detail
AutoCAD SHX Text Not to Scale
AutoCAD SHX Text 20'-0" Min.
AutoCAD SHX Text 10'-0" Min.
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PRECAST CONCRETE WHEEL STOP
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NOT TO SCALE
AutoCAD SHX Text 5/8 dia. DOWEL
AutoCAD SHX Text 8'-0'
AutoCAD SHX Text 7.5"
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SECTION VIEW
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2-#3 REBARS
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HOLE W/ MORTAR
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SEAL 1/2" DEEP
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AutoCAD SHX Text 5.25"
AutoCAD SHX Text 6"
AutoCAD SHX Text 7.5"
AutoCAD SHX Text 4000 psi
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CONC.
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ISOMETRIC VIEW
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(24" LONG)
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30" (TYP.)
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3'-6" MIN.
AutoCAD SHX Text 18"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 12"
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8'-0" MIN.
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SOLID
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WHITE
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TYPICAL PARKING LOT CROSS SECTION DETAIL
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NOT TO SCALE
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ARROW EXTRUDED THERMOPLASTIC PAVEMENT MARKINGS
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SIGN POST DETAIL
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NOT TO SCALE
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SLIPBASE SYSTEM
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NOT TO SCALE
AutoCAD SHX Text NOTE: THERE ARE VARIOUS DEVICES APPROVED FOR THE SLIPBASE SYSTEM. THE DEVICES SHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS AND RECOMMENDATIONS. INSTALLATION PROCEDURES SHALL BE PROVIDED TO THE ENGINEER BY CONTRACTOR.
AutoCAD SHX Text
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
ANCHOR SLEEVE (ONE SIZE LARGER THAN POST)
1" R.
1' - 6"
1"
6 1/2"
1/2" R.
5 1/2"
ROADWAY
1/2" R.
MATCH ROADWAY
SLOPE
FACE OF CURB
ADJACENT TO CURB
LIGHT BROOMED FINISH (TYP.)
2.0%
3/8" PREMOLDED
JOINT FILLER
2.0% MAX.
H
V
O
R
F
L
A
T
T
E
R
ALL CUT
SLOPES
1' - 0"
MIN.
1/2" R. (TYP.)
2.0%
3/8" PREMOLDED
JOINT FILLER
2.0% MAX.
SIDEWALK ~ MATCH EXSTING OR
5' - 0" MIN.
EXISTING CURB
2' - 0"
MIN.
EXISTING CURB
1/2" R. (TYP.)
3/8" PREMOLDED
JOINT FILLER (TYP.)
2.0% MAX.
EXISTING CURB
EXISTING CURB
BRIDGE OR PEDESTRIAN
RAILING
VERTICAL WALL
JOINT AND FINISH
DETAIL
FINISHED GRADE 1" BELOW
TOP OF CONCRETE SURFACE FILL
IF NECESSARY
1/2" R. (TYP.)
CONTRACTION JOINT
IN SIDEWALK ONLY
EXPANSION JOINT IN BOTH
CURB AND SIDEWALK
(STEEP FILL SLOPES)
FLUSH
S
T
E
E
P
E
R
T
H
A
N
H
V
ROUNDING
1' - 0" 1' - 0"
SIDEWALK ~ MATCH EXSTING OR
5' - 0" MIN.
SIDEWALK ~ MATCH EXSTING OR
5' - 0" MIN.
6" 6"2'-6" MAX.
PREMOLDED
BITUMINOUS EXPANSION
JOINT MATERIAL
(TYP. EACH SIDE)
CONCRETE
SIDEWALK
COMPACT TO 95%
MAXIMUM DENSITY
AS PER ASTM D1557
#3 REBAR (GRADE 60)
12" O.C. EACH WAY
6"
12"
#3 REBAR (GRADE 60)
12" O.C. EACH WAY
PREMOLDED
BITUMINOUS EXPANSION
JOINT MATERIAL
(TYP. EACH SIDE)
CONCRETE
SIDEWALK
" SOCKET HEAD
MACHINE SCRES @ 18"
O.C., COUNTERSUNK
" STEEL DIAMOND
FLOOR PLATE
2"X2"X
" ANGLE
SEE ENLARGED
DETAILS
VARIES
WS-85210-2018-C-DT-11
WHITE SANDS MISSILE RANGE, NEW MEXICO
ENGINEERING DIVISION
DIRECTORATE OF PUBLIC WORKS
DRAWING NUMBER
REVISIONS
DESCRIPTION
SHEET
CHIEF DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
APPROVED
DATE SCALE
CHECKED
PROJECT MANAGER
RECOMMENDED
SUBMITTED
DESIGNED BY
DRAWN
NUMBER DATE
OF
PLATE
APPROVEDBY
B-1330 Parking Lot Rebuild
SIDEWALK CURB & GUTTER DETAIL
GHB
GHB
Rafael Acosta
Samuel E. Morris
08/24/2018 NONE
ISSUED FOR
CONSTRUCTION
UPDATED
DATE: 24 AUGUST 2018
AutoCAD SHX Text 5' - 0"
AutoCAD SHX Text 15' - 0"
AutoCAD SHX Text 5' - 0"
AutoCAD SHX Text 5' - 0"
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
6 X 6 - W1.4 X W1.4 WWF
AutoCAD SHX Text
6 X 6 - W1.4 X W1.4 WWF
AutoCAD SHX Text
ATSM A185
AutoCAD SHX Text
ATSM A185
AutoCAD SHX Text
6 X 6 - W1.4 X W1.4 WWF
ATSM A185
| Sheets and Views |
| B-1330 Parking Lot Rebuild-Cover_1 |
| B-1330 Parking Lot Rebuild-General Notes_2 |
| B-1330 Parking Lot Rebuild-Site Plan_3 |
| B-1330 Parking Lot Rebuild-Demolition Plan_4 |
| B-1330 Parking Lot Rebuild-New Work_5 |
| B-1330 Parking Lot Rebuild-Traffic Signs and Marking_6 |
| B-1330 Parking Lot Rebuild-Landscape_7 |
| B-1330 Parking Lot Rebuild-ADA Ramp Details_8 |
| B-1330 Parking Lot Rebuild-Handicap Detail_9 |
| B-1330 Parking Lot Rebuild-Traffic Signs and Pvmt Mrkg Detail_10 |
| B-1330 Parking Lot Rebuild-Sidewalk curb & gutter_11 |
File details come from the government source that posted it.