36C24519B0012-0003001.pdf
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- Construction Parking Structure Project Number 540-320 Federal contract opportunity
- Solicitation number
- 36C24519B0012
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36C24519B0012 0003 16013 Clarksburg Parking Deck Amendment 03 190913 REV 2.pdf
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Text version
Harrell Design Group, PC
AMENDMENT #03
September 13, 2019
CONSTRUCT A PARKING STRUCTURE
Louis A. Johnson VA Medical Center
HDG Project Number: 16013
I. DRAWINGS
1. GS101 – Revision adds general existing building and utility pole locations and changes line type for the electric line from “underground” to “aerial.”
2. GS103 – Revision adds general existing building location, adds note to relocate aerial electric service.
3. GS105 – Revision adds general existing building location.
4. GS107 – Revision adds general existing building location, adds power line relocation note, adds note referring to Sheet ES101 for relocation detail, adds plan view location of underground conduit, revises temporary entrance plan to remove stripping and traffic control details (this information is already on Sheets GS121 / GS122).
5. GS109 – Adds general existing building location, revises limits of disturbance (LOD) to show relocation of electric service from aerial to underground.
6. AS102.1—Revision adds weight limit signage.
7. AE101-- Revision adds weight limit signage.
8. AE201-- Revision adds weight limit signage.
9. AF501-- Revision adds weight limit signage.
10. ES101 – Revision shows portion of overhead electrical line to be rerouted underground, under new stairs and canopy, adds new details and notes for new work.
II. SPECIFICATIONS
1. 00 01 10 Table of Contents—Revision adds spec section 07 90 20 Parking Deck
Waterproofing Systems to Table of Contents.
2. 07 90 20 Parking Deck Waterproofing Systems—Revision adds spec section in its entirety.
END OF AMENDMENT #03
W V R
O U
T E
A th re e i n c h e s o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t
BC
o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t
Seal:Revisions:
EXISTING SITE LEGEND
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING WATER MANHOLE
EXISTING HANDICAP PARKING SPACE
EXISTING BOLLARD
EXISTING STORM SEWER PIPE
EXISTING SIGN
EXISTING BUILDING
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING INDEX CONTOUR (5')
EXISTING SANITARY SEWER PIPE
EXISTING UNDERGROUND ELECTRIC
EXISTING CONCRETE SIDEWALK
EXISTING CONCRETE CURB AND GUTTER
EXISTING GRAVEL
EXISTING CONCRETE PAD
EXISTING DECIDUOUS TREE
EXISTING EVERGREEN TREE
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING CLEAN OUT
EXISTING SANITARY SEWER MANHOLE
EXISTING WATERLINE (PER GPR)
EXISTING WATER VALVE
EXISTING ELECTRIC MANHOLE
EXISTING UTILITY POLE
EXISTING ELECTRIC BOX
EXISTING TELECOMM PEDESTAL
EXISTING TELECOMM MANHOLE
PROPERTY LINE
100-YEAR FLOODPLAIN BOUNDARY
EXISTING SURVEY CONTROL POINT
EXISTING GUY WIRE
EXISTING AERIAL ELECTRIC
654321
B C
D
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
P 704.814.1320 F 704.321.0833
CONSTRUCTION DOCUMENTS 100%
DLK/BRPKWB
1 2 3 4 5 6
Drawing Title:
Drawing No.:Project Phase:
A B
C D
No. Description Date Office of
Construction and
Facilities
Management
CONSTRUCT PARKING
STRUCTURE
HDG PROJECT: 16013
CONSULTANTS: ARCHITECT / ENGINEERS:
Project Title:
Location:
Date:
LOUIS A. JOHNSON VAMC
MAY 14, 2018
Checked: Drawn:
Building Number:
Project Number:
540-320
GS101
PHASES 1 & 2 EXISTING SITE PLAN
1 AMENDMENT 03 9/11/2019
AutoCAD SHX Text E
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UP NO. 39-63-GP
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BH 4
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SD
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STORM INLET GRATE=995.02 INV. IN=991.92 (8" HDPE) INV. OUT=990.48 (8")
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STORM INLET GRATE=986.25 INV. IN=984.01 (8" PVC) INV. OUT=983.76 (8" HDPE)
AutoCAD SHX Text STORM INLET GRATE=968.20 INV. IN=964.61 (4") INV. IN=964.46 (4") INV. IN=964.37 (6" CPP) INV. OUT=964.29 (15" HDPE)
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STORM INLET GRATE=959.51 INV. IN=955.99 (4") INV. OUT=955.69 (15" HDPE)
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STORM INLET GRATE=1000.75 INV. IN=997.85 (6" STEEL) INV. OUT=997.75 (6" STEEL)
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STORM MANHOLE RIM=988.30
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15" HDPE INV. 955.44
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12" CPP INV. OUT=937.70
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GAS VENT
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GAS VENT
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SS
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SANITARY MANHOLE RIM=986.30 INV. IN=982.54 (8" TC) INV. OUT=982.18 (8" TC)
AutoCAD SHX Text SANITARY MANHOLE RIM=972.90 INV. IN=971.87 (6" PVC) INV. IN=958.25 (12" PVC) INV. IN=964.02 (6" PVC) INV. IN=958.16 (10" STEEL) INV. OUT=957.98 (12" PVC)
AutoCAD SHX Text SANITARY MANHOLE RIM=970.36 INV. IN=957.89 (8" PVC) INV. IN=957.58 (12" PVC) INV. OUT=957.42 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=957.51 INV. IN=947.07 (12" STEEL) INV. OUT=947.01 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=987.82 INV. IN=986.25 (4" TC) INV. IN=976.84 (8" STEEL) INV. OUT=976.53 (12" PVC)
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SIGN
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SIGN
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SIGN
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SIGNS (8)
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4 1/2" CLEANOUT
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4 1/2" CLEANOUT
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WASTE AREA
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2" STEEL POST
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2" STEEL POST
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ASPHALT
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ASPHALT
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2" STEEL POST
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2" STEEL POST
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4" STEEL POSTS (5)
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8" LIT BOLLARD
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BUILDING
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BUILDING
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WM
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OXYGEN LINE
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8" LIT BOLLARD
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GAS LINE
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CONDUIT
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WV
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WV
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WV
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WV
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WV
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WV
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ENTRANCE FFE=989.29
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ENTRANCE FFE=988.16
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CONCRETE BLOCK WALL
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CONCRETE BLOCK WALL
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GAS VALVE AND VAULT
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GAS VENT
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5" TREE
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6" TC INV. OUT=996.34
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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4" STEEL POSTS (2)
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12" CPP INV. IN=940.11
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YIELD SIGN
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FLUSH HYDRANT
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TANK LIDS (2)
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(MP 39-59)
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(MP 39-60)
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(MP 39-60GP)
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(MP 39-60P)
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(MP 39-61)
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BELL 1280VZ4
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BELL 1280VZ4
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BELL 1280VZ4
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BELL 1280VZ4
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TRAFFIC POLE
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TRAFFIC POLE
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GRAVEL
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(MP 39-63-GP)
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GRAVEL
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100-YEAR FLOODPLAIN ELEVATIONS FROM FIRM PANEL NO. 54033C0163D
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WEST VIRGINIA NORTH NAD 83/NAVD 88
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STORM INLET GRATE=984.36 INV. IN=979.40 (8" CPP) INV. OUT=973.78 (10" OPENING)
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30" PIN OAK
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3" PIN OAK
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3" PIN OAK
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3" PIN OAK
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3" PIN OAK
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STORM INLET GRATE=986.82 INV. IN=981.22 (8") INV. OUT=980.99 (8")
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TRENCH DRAIN GRATE=987.41
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FH
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FH
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GRAPHIC SCALE
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AutoCAD SHX Text 6"x6" WOOD POLE
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APPROXIMATE ELEC. POLE LOCATION
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ELECTRIC BOX (DOH)
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ELECTRIC BOX
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ELECTRIC BOX
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ELECTRIC BOX
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ELECTRIC BOXES (2)
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ELECTRIC BOX
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SD
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STORM INLET GRATE=966.84 INV. OUT=965.74 (8" PVC)
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STORM INLET GRATE=966.39 INV. IN=964.39 (8" PVC) INV. OUT=963.41 (8" PVC)
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STORM INLET GRATE=966.55 INV. IN=961.59 (8" PVC) INV. OUT=961.53 (8" PVC)
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ASPHALT
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MH (GPR)
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"OAK MOUNDS" HISTORICAL SIGN
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TRAFFIC SIGNAL (DOH)
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44" ELM
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10" DOUBLE ELM
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24" RED OAK
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8" RED OAK
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52" BLACK OAK
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33" BLACK OAK
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24" RED OAK
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8" MAPLE
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24" PIN OAK
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33" BLACK OAK
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8" PINE
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FLAG POLES ALONG ROADWAY
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SD
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SD
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STORM INLET GRATE=966.47 INV. OUT=963.72 (18" CMP)
AutoCAD SHX Text STORM MANHOLE RIM=994.53 INV. IN=967.42 (8") INV. IN=986.50 (8") INV. IN=986.22 (10") INV. OUT=986.10 (10" PVC)
AutoCAD SHX Text STORM MANHOLE RIM=963.87 INV. IN=951.32 (14" STEEL) INV. IN=953.99 (10") INV. IN=954.17 (8" PVC) INV. IN=N/A (20" STEEL) INV. OUT=951.20 (30" RCP)
AutoCAD SHX Text STORM MANHOLE RIM=995.41 INV. IN=N/A (8" RCP) INV. IN=992.30 (8" PVC) INV. IN=990.76 (8" RCP) INV. OUT=990.78 (10" RCP)
AutoCAD SHX Text E
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340001 N: 281661.3440 E: 1723948.2390 EL: 991.587 CPT
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SD
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SS
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PHASE 2
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PHASE 1
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MATCHLINE - SEE SHEET GS102
AutoCAD SHX Text CONTROL POINTS INDICATED ON THESE PLANS WERE SET BY THE THRASHER GROUP AND PROVIDED TO GWIN, DOBSON AND FOREMAN, INC. HORIZONTAL (NAD 83, WEST VIRGINIA STATE PLANE NORTH) AND VERTICAL (NAVD 88) CONTROL WAS OBTAINED VIA CORRECTED GPS BY THE THRASHER GROUP USING CORS STATION WVBR (PID DM5974). PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITY, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RE-ESTABLISH A BENCHMARK, VERIFY THE LOCATION AND ELEVATION OF ANY CONTROL POINT SHOWN ON THESE PLANS AND PLACE ANY NEW CONTROL POINTS THAT ARE NECESSARY FOR CONSTRUCTION.
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%%UNOTE:
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R
O U
T E
A th re e i n c h e s o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t
BC
o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t
Seal:Revisions:
EXISTING SITE LEGEND
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING WATER MANHOLE
EXISTING HANDICAP PARKING SPACE
EXISTING BOLLARD
EXISTING STORM SEWER PIPE
EXISTING SIGN
EXISTING BUILDING
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING INDEX CONTOUR (5')
EXISTING SANITARY SEWER PIPE
EXISTING UNDERGROUND ELECTRIC
EXISTING CONCRETE SIDEWALK
EXISTING CONCRETE CURB AND GUTTER
EXISTING GRAVEL
EXISTING CONCRETE PAD
EXISTING DECIDUOUS TREE
EXISTING EVERGREEN TREE
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING CLEAN OUT
EXISTING SANITARY SEWER MANHOLE
EXISTING WATERLINE (PER GPR)
EXISTING WATER VALVE
EXISTING ELECTRIC MANHOLE
EXISTING UTILITY POLE
EXISTING ELECTRIC BOX
EXISTING TELECOMM PEDESTAL
EXISTING TELECOMM MANHOLE
PROPERTY LINE
100-YEAR FLOODPLAIN BOUNDARY
EXISTING SURVEY CONTROL POINT
EXISTING GUY WIRE
EXISTING AERIAL ELECTRIC
654321
B C
D
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
P 704.814.1320 F 704.321.0833
CONSTRUCTION DOCUMENTS 100%
DLK/BRPKWB
1 2 3 4 5 6
Drawing Title:
Drawing No.:Project Phase:
A B
C D
No. Description Date Office of
Construction and
Facilities
Management
CONSTRUCT PARKING
STRUCTURE
HDG PROJECT: 16013
CONSULTANTS: ARCHITECT / ENGINEERS:
Project Title:
Location:
Date:
LOUIS A. JOHNSON VAMC
MAY 14, 2018
Checked: Drawn:
Building Number:
Project Number:
540-320
GS103
PHASES 1 & 2 SITE DEMOLITION PLAN
EXISTING GRAVEL DEMOLITION
EXISTING GUARDRAIL DEMOLITION
EXISTING HARDSCAPE DEMOLITION
1 AMENDMENT 03 9/11/2019
STAIRS TO REMAIN
AutoCAD SHX Text E
AutoCAD SHX Text E
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UP NO. 39-63-GP
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BH 4
AutoCAD SHX Text 3H 1
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SD
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STORM INLET GRATE=995.02 INV. IN=991.92 (8" HDPE) INV. OUT=990.48 (8")
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STORM INLET GRATE=986.25 INV. IN=984.01 (8" PVC) INV. OUT=983.76 (8" HDPE)
AutoCAD SHX Text STORM INLET GRATE=968.20 INV. IN=964.61 (4") INV. IN=964.46 (4") INV. IN=964.37 (6" CPP) INV. OUT=964.29 (15" HDPE)
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STORM INLET GRATE=959.51 INV. IN=955.99 (4") INV. OUT=955.69 (15" HDPE)
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STORM INLET GRATE=1000.75 INV. IN=997.85 (6" STEEL) INV. OUT=997.75 (6" STEEL)
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STORM MANHOLE RIM=988.30
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15" HDPE INV. 955.44
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12" CPP INV. OUT=937.70
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GAS VENT
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GAS VENT
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SS
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SS
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SS
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SS
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SS
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SANITARY MANHOLE RIM=986.30 INV. IN=982.54 (8" TC) INV. OUT=982.18 (8" TC)
AutoCAD SHX Text SANITARY MANHOLE RIM=972.90 INV. IN=971.87 (6" PVC) INV. IN=958.25 (12" PVC) INV. IN=964.02 (6" PVC) INV. IN=958.16 (10" STEEL) INV. OUT=957.98 (12" PVC)
AutoCAD SHX Text SANITARY MANHOLE RIM=970.36 INV. IN=957.89 (8" PVC) INV. IN=957.58 (12" PVC) INV. OUT=957.42 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=957.51 INV. IN=947.07 (12" STEEL) INV. OUT=947.01 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=987.82 INV. IN=986.25 (4" TC) INV. IN=976.84 (8" STEEL) INV. OUT=976.53 (12" PVC)
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SIGN
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SIGN
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SIGN
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SIGNS (8)
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4 1/2" CLEANOUT
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4 1/2" CLEANOUT
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WASTE AREA
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2" STEEL POST
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2" STEEL POST
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ASPHALT
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ASPHALT
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2" STEEL POST
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2" STEEL POST
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4" STEEL POSTS (5)
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8" LIT BOLLARD
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BUILDING
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BUILDING
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WM
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OXYGEN LINE
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8" LIT BOLLARD
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GAS LINE
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CONDUIT
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WV
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WV
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WV
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WV
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WV
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WV
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ENTRANCE FFE=989.29
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ENTRANCE FFE=988.16
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CONCRETE BLOCK WALL
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CONCRETE BLOCK WALL
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GAS VALVE AND VAULT
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GAS VENT
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5" TREE
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6" TC INV. OUT=996.34
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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4" STEEL POSTS (2)
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12" CPP INV. IN=940.11
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YIELD SIGN
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FLUSH HYDRANT
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TANK LIDS (2)
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(MP 39-59)
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(MP 39-60)
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(MP 39-60GP)
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(MP 39-60P)
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(MP 39-61)
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BELL 1280VZ4
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BELL 1280VZ4
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BELL 1280VZ4
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BELL 1280VZ4
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TRAFFIC POLE
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TRAFFIC POLE
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GRAVEL
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(MP 39-63-GP)
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GRAVEL
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100-YEAR FLOODPLAIN ELEVATIONS FROM FIRM PANEL NO. 54033C0163D
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WEST VIRGINIA NORTH NAD 83/NAVD 88
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STORM INLET GRATE=984.36 INV. IN=979.40 (8" CPP) INV. OUT=973.78 (10" OPENING)
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30" PIN OAK
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3" PIN OAK
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3" PIN OAK
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3" PIN OAK
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3" PIN OAK
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STORM INLET GRATE=986.82 INV. IN=981.22 (8") INV. OUT=980.99 (8")
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TRENCH DRAIN GRATE=987.41
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FH
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FH
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GRAPHIC SCALE
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AutoCAD SHX Text 6"x6" WOOD POLE
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APPROXIMATE ELEC. POLE LOCATION
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REMOVE EXISTING GUARDRAIL
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REMOVE PORTION OF EXISTING GUARDRAIL
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REMOVE PORTION OF EXISTING GUARDRAIL
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REMOVE AND REGRADE GRAVEL DRIVE, SEE SHEET GS107
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REMOVE GRAVEL AREA
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REMOVE AND REPLACE EXISTING STAIRS IN KIND
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RELOCATE EXISTING LIGHT POLE
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MILL EXISTING PAVEMENT
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RELOCATE EXISTING LIGHT POLE
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EXISTING AERIAL ELECTRIC TO BE RELOCATED
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ELECTRIC BOX (DOH)
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ELECTRIC BOX
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ELECTRIC BOX
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ELECTRIC BOX
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ELECTRIC BOXES (2)
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ELECTRIC BOX
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SD
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STORM INLET GRATE=966.84 INV. OUT=965.74 (8" PVC)
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STORM INLET GRATE=966.39 INV. IN=964.39 (8" PVC) INV. OUT=963.41 (8" PVC)
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STORM INLET GRATE=966.55 INV. IN=961.59 (8" PVC) INV. OUT=961.53 (8" PVC)
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ASPHALT
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MH (GPR)
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"OAK MOUNDS" HISTORICAL SIGN
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TRAFFIC SIGNAL (DOH)
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44" ELM
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10" DOUBLE ELM
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24" RED OAK
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8" RED OAK
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52" BLACK OAK
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33" BLACK OAK
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24" RED OAK
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8" MAPLE
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24" PIN OAK
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33" BLACK OAK
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8" PINE
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FLAG POLES ALONG ROADWAY
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SD
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SD
AutoCAD SHX Text
STORM INLET GRATE=966.47 INV. OUT=963.72 (18" CMP)
AutoCAD SHX Text STORM MANHOLE RIM=994.53 INV. IN=967.42 (8") INV. IN=986.50 (8") INV. IN=986.22 (10") INV. OUT=986.10 (10" PVC)
AutoCAD SHX Text STORM MANHOLE RIM=963.87 INV. IN=951.32 (14" STEEL) INV. IN=953.99 (10") INV. IN=954.17 (8" PVC) INV. IN=N/A (20" STEEL) INV. OUT=951.20 (30" RCP)
AutoCAD SHX Text STORM MANHOLE RIM=995.41 INV. IN=N/A (8" RCP) INV. IN=992.30 (8" PVC) INV. IN=990.76 (8" RCP) INV. OUT=990.78 (10" RCP)
AutoCAD SHX Text EXISTING FLAGPOLES TO BE REMOVED DURING CONSTRUCTION AND REPLACED UPON PROJECT COMPLETION
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
340001 N: 281661.3440 E: 1723948.2390 EL: 991.587 CPT
AutoCAD SHX Text
SD
AutoCAD SHX Text
SS
AutoCAD SHX Text W
AutoCAD SHX Text
PHASE 2
AutoCAD SHX Text
PHASE 1
AutoCAD SHX Text
MATCHLINE - SEE SHEET GS104
AutoCAD SHX Text CONTROL POINTS INDICATED ON THESE PLANS WERE SET BY THE THRASHER GROUP AND PROVIDED TO GWIN, DOBSON AND FOREMAN, INC. HORIZONTAL (NAD 83, WEST VIRGINIA STATE PLANE NORTH) AND VERTICAL (NAVD 88) CONTROL WAS OBTAINED VIA CORRECTED GPS BY THE THRASHER GROUP USING CORS STATION WVBR (PID DM5974). PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITY, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RE-ESTABLISH A BENCHMARK, VERIFY THE LOCATION AND ELEVATION OF ANY CONTROL POINT SHOWN ON THESE PLANS AND PLACE ANY NEW CONTROL POINTS THAT ARE NECESSARY FOR CONSTRUCTION.
AutoCAD SHX Text
%%UNOTE:
AutoCAD SHX Text vhaclaFormaA Line vhaclaFormaA Line vhaclaFormaA Polygon
R
O U
T E
A th re e i n c h e s o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t
BC
o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t
Seal:Revisions:
EXISTING SITE LEGEND
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING WATER MANHOLE
EXISTING HANDICAP PARKING SPACE
EXISTING BOLLARD
EXISTING STORM SEWER PIPE
EXISTING SIGN
EXISTING BUILDING
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING INDEX CONTOUR (5')
EXISTING SANITARY SEWER PIPE
EXISTING UNDERGROUND ELECTRIC
EXISTING CONCRETE SIDEWALK
EXISTING CONCRETE CURB AND GUTTER
EXISTING GRAVEL
EXISTING CONCRETE PAD
EXISTING DECIDUOUS TREE
EXISTING EVERGREEN TREE
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING CLEAN OUT
EXISTING SANITARY SEWER MANHOLE
EXISTING WATERLINE (PER GPR)
EXISTING WATER VALVE
EXISTING ELECTRIC MANHOLE
EXISTING UTILITY POLE
EXISTING ELECTRIC BOX
EXISTING TELECOMM PEDESTAL
EXISTING TELECOMM MANHOLE
PROPERTY LINE
100-YEAR FLOODPLAIN BOUNDARY
EXISTING SURVEY CONTROL POINT
EXISTING GUY WIRE
EXISTING AERIAL ELECTRIC
PROPOSED SITE LEGEND
PROPOSED PARKING STRUCTURE
PROPOSED CONCRETE SIDEWALK
PROPOSED SIGN (TYPE AS NOTED)
PROPOSED EDGE OF PAVEMENT
PROPOSED GUARDRAIL
654321
B C
D
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
P 704.814.1320 F 704.321.0833
CONSTRUCTION DOCUMENTS 100%
DLK/BRPKWB
1 2 3 4 5 6
Drawing Title:
Drawing No.:Project Phase:
A B
C D
No. Description Date Office of
Construction and
Facilities
Management
CONSTRUCT PARKING
STRUCTURE
HDG PROJECT: 16013
CONSULTANTS: ARCHITECT / ENGINEERS:
Project Title:
Location:
Date:
LOUIS A. JOHNSON VAMC
MAY 14, 2018
Checked: Drawn:
Building Number:
Project Number:
540-320
GS105
PHASES 1 & 2 PROPOSED SITE PLAN
PROPOSED STANDARD PARKING STRIPING
PROPOSED PAVEMENT OVERLAY
PROPOSED FULL THICKNESS PAVEMENT
PROPOSED STABILIZED SURFACE
1 AMENDMENT 03 9/11/2019
STAIRS TO REMAIN
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
ELECTRIC BOX (DOH)
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
ELECTRIC BOXES (2)
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
SD
AutoCAD SHX Text
STORM INLET GRATE=966.84 INV. OUT=965.74 (8" PVC)
AutoCAD SHX Text
STORM INLET GRATE=966.39 INV. IN=964.39 (8" PVC) INV. OUT=963.41 (8" PVC)
AutoCAD SHX Text
STORM INLET GRATE=966.55 INV. IN=961.59 (8" PVC) INV. OUT=961.53 (8" PVC)
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
TRAFFIC SIGNAL (DOH)
AutoCAD SHX Text
44" ELM
AutoCAD SHX Text
10" DOUBLE ELM
AutoCAD SHX Text
24" RED OAK
AutoCAD SHX Text
8" RED OAK
AutoCAD SHX Text
52" BLACK OAK
AutoCAD SHX Text
33" BLACK OAK
AutoCAD SHX Text
24" RED OAK
AutoCAD SHX Text
8" MAPLE
AutoCAD SHX Text
24" PIN OAK
AutoCAD SHX Text
33" BLACK OAK
AutoCAD SHX Text
8" PINE
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
"OAK MOUNDS" HISTORICAL SIGN
AutoCAD SHX Text
STORM INLET GRATE=966.47 INV. OUT=963.72 (18" CMP)
AutoCAD SHX Text STORM MANHOLE RIM=963.87 INV. IN=951.32 (14" STEEL) INV. IN=953.99 (10") INV. IN=954.17 (8" PVC) INV. IN=N/A (20" STEEL) INV. OUT=951.20 (30" RCP)
AutoCAD SHX Text STORM MANHOLE RIM=994.53 INV. IN=967.42 (8") INV. IN=986.50 (8") INV. IN=986.22 (10") INV. OUT=986.10 (10" PVC)
AutoCAD SHX Text STORM MANHOLE RIM=995.41 INV. IN=N/A (8" RCP) INV. IN=992.30 (8" PVC) INV. IN=990.76 (8" RCP) INV. OUT=990.78 (10" RCP)
AutoCAD SHX Text PROVIDE TEMPORARY BARRIER WITH DIRECTIONAL SIGNAGE TO NEW TEMPORARY ENTRANCE. CONTRACTOR IS RESPONSIBLE FOR FURNISHING TEMPORARY BARRIER AND SIGNAGE UPON CONSULTATION WITH THE CONTRACTING OFFICER'S REPRESENTATIVE. SEE DETAIL B3, SHEET GI501.
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
UP NO. 39-63-GP
AutoCAD SHX Text 6"x6" WOOD POLE
AutoCAD SHX Text 6"x6" WOOD POLE
AutoCAD SHX Text
BH 4
AutoCAD SHX Text 3H 1
AutoCAD SHX Text
SD
AutoCAD SHX Text
STORM INLET GRATE=995.02 INV. IN=991.92 (8" HDPE) INV. OUT=990.48 (8")
AutoCAD SHX Text
STORM INLET GRATE=986.25 INV. IN=984.01 (8" PVC) INV. OUT=983.76 (8" HDPE)
AutoCAD SHX Text STORM INLET GRATE=968.20 INV. IN=964.61 (4") INV. IN=964.46 (4") INV. IN=964.37 (6" CPP) INV. OUT=964.29 (15" HDPE)
AutoCAD SHX Text
STORM INLET GRATE=1000.75 INV. IN=997.85 (6" STEEL) INV. OUT=997.75 (6" STEEL)
AutoCAD SHX Text
STORM MANHOLE RIM=988.30
AutoCAD SHX Text
GAS VENT
AutoCAD SHX Text
GAS VENT
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SANITARY MANHOLE RIM=986.30 INV. IN=982.54 INV. OUT=982.18
AutoCAD SHX Text SANITARY MANHOLE RIM=972.90 INV. IN=971.87 (6" PVC) INV. IN=958.25 (12" PVC) INV. IN=964.02 (6" PVC) INV. IN=958.16 (10" STEEL) INV. OUT=957.98 (12" PVC)
AutoCAD SHX Text SANITARY MANHOLE RIM=970.36 INV. IN=957.89 (8" PVC) INV. IN=957.58 (12" PVC) INV. OUT=957.42 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=957.51 INV. IN=947.07 (12" STEEL) INV. OUT=947.01 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=987.82 INV. IN=986.25 (4" TC) INV. IN=976.84 (8" STEEL) INV. OUT=976.53 (12" PVC)
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGNS (8)
AutoCAD SHX Text
WASTE AREA
AutoCAD SHX Text
2" STEEL POST
AutoCAD SHX Text
2" STEEL POST
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ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
2" STEEL POST
AutoCAD SHX Text
2" STEEL POST
AutoCAD SHX Text
4" STEEL POSTS (5)
AutoCAD SHX Text
8" LIT BOLLARD
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
WM
AutoCAD SHX Text
8" LIT BOLLARD
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
CONDUIT
AutoCAD SHX Text
STORM INLET GRATE=984.36 INV. IN=979.40 (8" CPP) INV. OUT=973.78 (10" OPENING)
AutoCAD SHX Text
STORM INLET GRATE=986.82 INV. IN=981.22 (8") INV. OUT=980.99 (8")
AutoCAD SHX Text E
AutoCAD SHX Text
ENTRANCE FFE=989.29
AutoCAD SHX Text
ENTRANCE FFE=988.16
AutoCAD SHX Text
CONCRETE BLOCK WALL
AutoCAD SHX Text
CONCRETE BLOCK WALL
AutoCAD SHX Text
GAS VALVE AND VAULT
AutoCAD SHX Text
GAS VENT
AutoCAD SHX Text
30" PIN OAK
AutoCAD SHX Text
5" TREE
AutoCAD SHX Text
6" TC INV. OUT=996.34
AutoCAD SHX Text
4" STEEL POSTS (2)
AutoCAD SHX Text
YIELD SIGN
AutoCAD SHX Text
TANK LIDS (2)
AutoCAD SHX Text
(MP 39-63-GP)
AutoCAD SHX Text
(MP 39-59)
AutoCAD SHX Text
(MP 39-60)
AutoCAD SHX Text
(MP 39-60GP)
AutoCAD SHX Text
(MP 39-60P)
AutoCAD SHX Text
(MP 39-61)
AutoCAD SHX Text
BELL 1280VZ4
AutoCAD SHX Text
BELL 1280VZ4
AutoCAD SHX Text
BELL 1280VZ4
AutoCAD SHX Text
BELL 1280VZ4
AutoCAD SHX Text
TRAFFIC POLE
AutoCAD SHX Text
TRAFFIC POLE
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = 20 ft.
AutoCAD SHX Text -20
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
100-YEAR FLOODPLAIN ELEVATIONS FROM FIRM PANEL NO. 54033C0163D
AutoCAD SHX Text
STORM INLET GRATE=959.51 INV. IN=955.99 (4") INV. OUT=955.69 (15" HDPE)
AutoCAD SHX Text
15" HDPE INV. 955.44
AutoCAD SHX Text
12" CPP INV. OUT=937.70
AutoCAD SHX Text
4 1/2" CLEANOUT
AutoCAD SHX Text
4 1/2" CLEANOUT
AutoCAD SHX Text
12" CPP INV. IN=940.11
AutoCAD SHX Text
WEST VIRGINIA NORTH NAD 83/NAVD 88
AutoCAD SHX Text
3" PIN OAK
AutoCAD SHX Text
3" PIN OAK
AutoCAD SHX Text
3" PIN OAK
AutoCAD SHX Text
3" PIN OAK
AutoCAD SHX Text
TRENCH DRAIN GRATE=987.41
AutoCAD SHX Text
APPROXIMATE ELEC. POLE LOCATION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED STANDARD PARKING STRIPING, SEE DETAIL ON SHEET GS113
AutoCAD SHX Text
REPLACE STABILIZED ACCESS ROAD AS SHOWN, SEE DETAIL ON SHEET GS115
AutoCAD SHX Text
PAINTED CROSSWALK PATH
AutoCAD SHX Text NEW COVERED CONCRETE STAIRS WITH ALUMINUM HANDRAIL AND CANOPY. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS.
AutoCAD SHX Text
PROJECT SAFETY SIGN, SEE DETAIL ON SHEET GS115
AutoCAD SHX Text
CONSTRUCTION PROJECT SIGN, SEE DETAIL ON SHEET GS115
AutoCAD SHX Text
TRUNCATED DOME TACTILE WARNING STRIP, SEE DETAIL ON SHEET GS113
AutoCAD SHX Text
TRUNCATED DOME TACTILE WARNING STRIP, SEE DETAIL ON SHEET GS113
AutoCAD SHX Text
INSTALL GUARDRAIL END TREATMENT, (TYP. BOTH SIDES) SEE DETAIL ON SHEET GS114
AutoCAD SHX Text
PROPOSED 5' WIDE CONCRETE WALKWAY, SEE DETAILS ON SHEET GS114
AutoCAD SHX Text
PROPOSED 5' WIDE CONCRETE SIDEWALK, SEE DETAILS ON SHEET GS114
AutoCAD SHX Text
2' WIDE STABILIZED SURFACE, SEE DETAIL 3 ON SHEET 115
AutoCAD SHX Text
PROPOSED 5' WIDE CONCRETE WALKWAY, SEE DETAILS ON SHEET GS114
AutoCAD SHX Text
INSTALL GUARDRAIL END TREATMENT, SEE DETAIL ON SHEET GS114
AutoCAD SHX Text
INSTALL GUARDRAIL END TREATMENT, SEE DETAIL ON SHEET GS114
AutoCAD SHX Text
PROPOSED CONCRETE WHEEL STOP (TYP.), SEE DETAIL ON SHEET GS113
AutoCAD SHX Text
305 LF GUARDRAIL AND END TREATMENT, SEE DETAIL ON SHEET GS114
AutoCAD SHX Text
202 LF GUARDRAIL AND END TREATMENT, SEE DETAIL ON SHEET GS114
AutoCAD SHX Text
2' WIDE STABILIZED SURFACE, SEE DETAIL 3 ON SHEET 115
AutoCAD SHX Text
REPLACE EXISTING STAIRS IN KIND
AutoCAD SHX Text
RELOCATED LIGHT POLE
AutoCAD SHX Text
PROPOSED LIGHT POLE
AutoCAD SHX Text
PROPOSED LIGHT POLE
AutoCAD SHX Text
PROPOSED LIGHT POLE
AutoCAD SHX Text
RELOCATED LIGHT POLE
AutoCAD SHX Text
PROPOSED CANOPY COLUMNS, SEE ARCHITECTURAL PLANS FOR CANOPY LOCATION AND DETAILS
AutoCAD SHX Text BID ITEM 3, ALTERNATE 2: REMOVE MILL AND OVERLAY OF FULL PAVEMENT WIDTH OF NURSING HOME ACCESS ROAD FROM SCOPE OF PROJECT
AutoCAD SHX Text
BEGIN MILL AND OVERLAY
AutoCAD SHX Text
END MILL AND OVERLAY
AutoCAD SHX Text BID ITEM 2, ALTERNATE 1: REMOVE CANOPY SYSTEM OVER PROPOSED CONCRETE STAIRS FROM SCOPE OF PROJECT
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
340001 N: 281661.3440 E: 1723948.2390 EL: 991.587 CPT
AutoCAD SHX Text
SD
AutoCAD SHX Text
SS
AutoCAD SHX Text W
AutoCAD SHX Text
PHASE 2
AutoCAD SHX Text
PHASE 1
AutoCAD SHX Text
MATCHLINE - SEE SHEET GS106
AutoCAD SHX Text CONTROL POINTS INDICATED ON THESE PLANS WERE SET BY THE THRASHER GROUP AND PROVIDED TO GWIN, DOBSON AND FOREMAN, INC. HORIZONTAL (NAD 83, WEST VIRGINIA STATE PLANE NORTH) AND VERTICAL (NAVD 88) CONTROL WAS OBTAINED VIA CORRECTED GPS BY THE THRASHER GROUP USING CORS STATION WVBR (PID DM5974). PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITY, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RE-ESTABLISH A BENCHMARK, VERIFY THE LOCATION AND ELEVATION OF ANY CONTROL POINT SHOWN ON THESE PLANS AND PLACE ANY NEW CONTROL POINTS THAT ARE NECESSARY FOR CONSTRUCTION.
AutoCAD SHX Text
%%UNOTE:
AutoCAD SHX Text vhaclaFormaA Polygon vhaclaFormaA Line
Line
WV ROUTE 98
A th re e i n c h e s o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t
BC
o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t
Seal:Revisions:
EXISTING SITE LEGEND
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING WATER MANHOLE
EXISTING HANDICAP PARKING SPACE
EXISTING BOLLARD
EXISTING STORM SEWER PIPE
EXISTING SIGN
EXISTING BUILDING
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING INDEX CONTOUR (5')
EXISTING SANITARY SEWER PIPE
EXISTING UNDERGROUND ELECTRIC
EXISTING CONCRETE SIDEWALK
EXISTING CONCRETE CURB AND GUTTER
EXISTING GRAVEL
EXISTING CONCRETE PAD
EXISTING DECIDUOUS TREE
EXISTING EVERGREEN TREE
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING CLEAN OUT
EXISTING SANITARY SEWER MANHOLE
EXISTING WATERLINE (PER GPR)
EXISTING WATER VALVE
EXISTING ELECTRIC MANHOLE
EXISTING UTILITY POLE
EXISTING ELECTRIC BOX
EXISTING TELECOMM PEDESTAL
EXISTING TELECOMM MANHOLE
PROPERTY LINE
100-YEAR FLOODPLAIN BOUNDARY
EXISTING SURVEY CONTROL POINT
EXISTING GUY WIRE
EXISTING AERIAL ELECTRIC
PROPOSED SITE LEGEND
PROPOSED PARKING STRUCTURE
PROPOSED CONCRETE SIDEWALK
PROPOSED SIGN (TYPE AS NOTED)
PROPOSED EDGE OF PAVEMENT
PROPOSED GUARDRAIL
654321
B C
D
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
P 704.814.1320 F 704.321.0833
CONSTRUCTION DOCUMENTS 100%
DLK/BRPKWB
1 2 3 4 5 6
Drawing Title:
Drawing No.:Project Phase:
A B
C D
No. Description Date Office of
Construction and
Facilities
Management
CONSTRUCT PARKING
STRUCTURE
HDG PROJECT: 16013
CONSULTANTS: ARCHITECT / ENGINEERS:
Project Title:
Location:
Date:
LOUIS A. JOHNSON VAMC
MAY 14, 2018
Checked: Drawn:
Building Number:
Project Number:
540-320
GS107
PHASE 1 PROPOSED GRADING PLAN
PROPOSED INTERMEDIATE CONTOUR (1')
PROPOSED INDEX CONTOUR (5')
PROPOSED STABILIZED SURFACE
PROPOSED UNDERGROUND ELECTRIC LINE
PROPOSED PAVEMENT OVERLAY
PROPOSED FULL THICKNESS PAVEMENT
1 AMENDMENT 03 9/11/2019
STAIRS TO REMAIN
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
ELECTRIC BOX (DOH)
AutoCAD SHX Text
ELECTRIC BOX (DOH)
AutoCAD SHX Text
SD
AutoCAD SHX Text
STORM INLET GRATE=983.44 INV. IN=981.94 (4" TC) INV. OUT=979.87 (8")
AutoCAD SHX Text
STORM INLET GRATE=983.23 INV. IN=978.68 (8") INV. OUT=978.63 (18" HDPE)
AutoCAD SHX Text
STORM INLET GRATE=982.49 INV. IN=978.01 (18" HDPE) INV. OUT=977.99 (18")
AutoCAD SHX Text
STORM INLET GRATE=988.42 INV. IN=985.43 (12" RCP) INV. OUT=985.42 (12" HDPE)
AutoCAD SHX Text
STORM INLET GRATE=995.02 INV. IN=991.92 (8" HDPE) INV. OUT=990.48 (8")
AutoCAD SHX Text
STORM INLET GRATE=986.25 INV. IN=984.01 (8" PVC) INV. OUT=983.76 (8" HDPE)
AutoCAD SHX Text
STORM MANHOLE GRATE=987.19 INV. IN=983.19 (12" HDPE) INV. OUT=976.74 (12" HDPE)
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SANITARY MANHOLE RIM=986.30 INV. IN=982.54 INV. OUT=982.18
AutoCAD SHX Text SANITARY MANHOLE RIM=991.80 INV. IN=986.23 (8" TC) INV. IN=986.27 (4" PVC) INV. OUT=986.13 (8" TC)
AutoCAD SHX Text
SANITARY MANHOLE RIM=993.24 INV. IN=988.24 (8" TC) INV. OUT=988.09 (8" TC)
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
EXPOSED 4" PVC
AutoCAD SHX Text
POST WITH PHONE
AutoCAD SHX Text
3" GALVANIZED POST
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
CONCRETE MARKER
AutoCAD SHX Text
2 STORY BRICK FFE=1001.05
AutoCAD SHX Text
VERIZON TELEPHONE BOX
AutoCAD SHX Text W
AutoCAD SHX Text
32" WHITE PINE
AutoCAD SHX Text
19" WHITE PINE
AutoCAD SHX Text
20" WHITE PINE
AutoCAD SHX Text
16" WHITE PINE
AutoCAD SHX Text
28" WHITE PINE
AutoCAD SHX Text
38" WHITE PINE
AutoCAD SHX Text
38" WHITE PINE
AutoCAD SHX Text
12" CULVERT INV. 1N=971.53
AutoCAD SHX Text
WV
AutoCAD SHX Text
BRICK BUILDING DOMINION HOPE
AutoCAD SHX Text
(2) 5' VERTICAL 2" PVC IN CONCRETE
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
4" CLEANOUT INV.=990.06
AutoCAD SHX Text
FH
AutoCAD SHX Text
SMOKING SHED
AutoCAD SHX Text
STONE CHAIR
AutoCAD SHX Text EXISTING PARALLEL PARKING PAINT TO BE OBLITERATED (TYP.). CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER REPRESENTATIVE.
AutoCAD SHX Text
REMOVE EXISTING CONCRETE CURB TO LIMITS SHOWN
AutoCAD SHX Text
PROPOSED CONCRETE CURB AND GUTTER
AutoCAD SHX Text
WEST VIRGINIA NORTH NAD 83/NAVD 88
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
UP NO. 39-63-GP
AutoCAD SHX Text 6"x6" WOOD POLE
AutoCAD SHX Text 6"x6" WOOD POLE
AutoCAD SHX Text
BH 4
AutoCAD SHX Text 3H 1
AutoCAD SHX Text
SD
AutoCAD SHX Text
STORM INLET GRATE=995.02 INV. IN=991.92 (8" HDPE) INV. OUT=990.48 (8")
AutoCAD SHX Text
STORM INLET GRATE=986.25 INV. IN=984.01 (8" PVC) INV. OUT=983.76 (8" HDPE)
AutoCAD SHX Text STORM INLET GRATE=968.20 INV. IN=964.61 (4") INV. IN=964.46 (4") INV. IN=964.37 (6" CPP) INV. OUT=964.29 (15" HDPE)
AutoCAD SHX Text
STORM INLET GRATE=1000.75 INV. IN=997.85 (6" STEEL) INV. OUT=997.75 (6" STEEL)
AutoCAD SHX Text
STORM MANHOLE RIM=988.30
AutoCAD SHX Text
GAS VENT
AutoCAD SHX Text
GAS VENT
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
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SS
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SANITARY MANHOLE RIM=986.30 INV. IN=982.54 INV. OUT=982.18
AutoCAD SHX Text SANITARY MANHOLE RIM=972.90 INV. IN=971.87 (6" PVC) INV. IN=958.25 (12" PVC) INV. IN=964.02 (6" PVC) INV. IN=958.16 (10" STEEL) INV. OUT=957.98 (12" PVC)
AutoCAD SHX Text SANITARY MANHOLE RIM=970.36 INV. IN=957.89 (8" PVC) INV. IN=957.58 (12" PVC) INV. OUT=957.42 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=957.51 INV. IN=947.07 (12" STEEL) INV. OUT=947.01 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=987.82 INV. IN=986.25 (4" TC) INV. IN=976.84 (8" STEEL) INV. OUT=976.53 (12" PVC)
AutoCAD SHX Text
SIGN
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SIGN
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SIGN
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SIGNS (8)
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WASTE AREA
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2" STEEL POST
AutoCAD SHX Text
2" STEEL POST
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ASPHALT
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ASPHALT
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2" STEEL POST
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2" STEEL POST
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4" STEEL POSTS (5)
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8" LIT BOLLARD
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BUILDING
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BUILDING
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WM
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OXYGEN LINE
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8" LIT BOLLARD
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GAS LINE
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CONDUIT
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WV
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WV
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WV
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WV
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WV
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WV
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STORM INLET GRATE=984.36 INV. IN=979.40 (8" CPP) INV. OUT=973.78 (10" OPENING)
AutoCAD SHX Text
STORM INLET GRATE=986.82 INV. IN=981.22 (8") INV. OUT=980.99 (8")
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ENTRANCE FFE=989.29
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ENTRANCE FFE=988.16
AutoCAD SHX Text
CONCRETE BLOCK WALL
AutoCAD SHX Text
CONCRETE BLOCK WALL
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GAS VALVE AND VAULT
AutoCAD SHX Text
GAS VENT
AutoCAD SHX Text
30" PIN OAK
AutoCAD SHX Text
5" TREE
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6" TC INV. OUT=996.34
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WV
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WV
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FH
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FH
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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4" STEEL POSTS (2)
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YIELD SIGN
AutoCAD SHX Text
FLUSH HYDRANT
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TANK LIDS (2)
AutoCAD SHX Text
(MP 39-63-GP)
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(MP 39-59)
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(MP 39-60)
AutoCAD SHX Text
(MP 39-60GP)
AutoCAD SHX Text
(MP 39-60P)
AutoCAD SHX Text
(MP 39-61)
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BELL 1280VZ4
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BELL 1280VZ4
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BELL 1280VZ4
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BELL 1280VZ4
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TRAFFIC POLE
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TRAFFIC POLE
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GRAPHIC SCALE
AutoCAD SHX Text 1 inch = 20 ft.
AutoCAD SHX Text -20
AutoCAD SHX Text
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GRAVEL
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100-YEAR FLOODPLAIN ELEVATIONS FROM FIRM PANEL NO. 54033C0163D
AutoCAD SHX Text
STORM INLET GRATE=959.51 INV. IN=955.99 (4") INV. OUT=955.69 (15" HDPE)
AutoCAD SHX Text
15" HDPE INV. 955.44
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12" CPP INV. OUT=937.70
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4 1/2" CLEANOUT
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4 1/2" CLEANOUT
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12" CPP INV. IN=940.11
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WEST VIRGINIA NORTH NAD 83/NAVD 88
AutoCAD SHX Text
3" PIN OAK
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3" PIN OAK
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3" PIN OAK
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3" PIN OAK
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TRENCH DRAIN GRATE=987.41
AutoCAD SHX Text
APPROXIMATE ELEC. POLE LOCATION
AutoCAD SHX Text
MATCH EXISTING PAVEMENT FOR LINE AND GRADE
AutoCAD SHX Text
MATCH EXISTING PAVEMENT AND CURB FOR LINE AND GRADE
AutoCAD SHX Text
REPLACE EXISTING STAIRS IN KIND
AutoCAD SHX Text
MATCH EXISTING PAVEMENT FOR LINE AND GRADE
AutoCAD SHX Text
MATCH EXISTING STABILIZED ACCESS ROAD FOR LINE AND GRADE
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text
6" DIA. SCH. 40 PVC DOWNSPOUT COLLECTION LINE (TYP. BOTH SIDES)
AutoCAD SHX Text
OUTFALL TO EXISTING CHANNEL
AutoCAD SHX Text
REMOVE EXISTING CONCRETE CURB TO LIMITS SHOWN
AutoCAD SHX Text CONTRACTOR TO TEST PIT AND VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES ALONG PROPOSED STAIRS AND CANOPY. ANY DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTING OFFICER REPRESENTATIVE.
AutoCAD SHX Text ONE (1) 2-1/2" SCH 40 PVC ELECTRICAL CONDUIT FOR RELOCATION OF EXISTING FISCAL BUILDING POWER. SEE ELECTRICAL SITE PLAN (SHEET ES101) FOR DETAIL. CONTRACTOR TO COORDINATE LOCATION AND DEPTH OF CONDUIT WITH CANOPY SUPPORTS AND ADJUST AS NECESSARY. RELOCATION IS TO BE COORDINATED WITH UTILITY SERVICE PROVIDER AND COR TO AVOID SERVICE INTERRUPTIONS DURING VAMC WORKING HOURS.
AutoCAD SHX Text
OUTFALL TO EXISTING INLET GRATE
AutoCAD SHX Text E
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340001 N: 281661.3440 E: 1723948.2390 EL: 991.587 CPT
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SD
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SS
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TEMPORARY ENTRANCE PLAN
AutoCAD SHX Text CONTROL POINTS INDICATED ON THESE PLANS WERE SET BY THE THRASHER GROUP AND PROVIDED TO GWIN, DOBSON AND FOREMAN, INC. HORIZONTAL (NAD 83, WEST VIRGINIA STATE PLANE NORTH) AND VERTICAL (NAVD 88) CONTROL WAS OBTAINED VIA CORRECTED GPS BY THE THRASHER GROUP USING CORS STATION WVBR (PID DM5974). PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITY, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RE-ESTABLISH A BENCHMARK, VERIFY THE LOCATION AND ELEVATION OF ANY CONTROL POINT SHOWN ON THESE PLANS AND PLACE ANY NEW CONTROL POINTS THAT ARE NECESSARY FOR CONSTRUCTION.
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AutoCAD SHX Text vhaclaFormaA Line vhaclaFormaA Line
R
O U
T E
A th re e i n c h e s o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t
BC
o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t
Seal:Revisions:
EXISTING SITE LEGEND
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING WATER MANHOLE
EXISTING HANDICAP PARKING SPACE
EXISTING BOLLARD
EXISTING STORM SEWER PIPE
EXISTING SIGN
EXISTING BUILDING
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING INDEX CONTOUR (5')
EXISTING SANITARY SEWER PIPE
EXISTING UNDERGROUND ELECTRIC
EXISTING CONCRETE SIDEWALK
EXISTING CONCRETE CURB AND GUTTER
EXISTING GRAVEL
EXISTING CONCRETE PAD
EXISTING DECIDUOUS TREE
EXISTING EVERGREEN TREE
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING CLEAN OUT
EXISTING SANITARY SEWER MANHOLE
EXISTING WATERLINE (PER GPR)
EXISTING WATER VALVE
EXISTING ELECTRIC MANHOLE
EXISTING UTILITY POLE
EXISTING ELECTRIC BOX
EXISTING TELECOMM PEDESTAL
EXISTING TELECOMM MANHOLE
PROPERTY LINE
100-YEAR FLOODPLAIN BOUNDARY
EXISTING SURVEY CONTROL POINT
EXISTING GUY WIRE
EXISTING AERIAL ELECTRIC
PROPOSED SITE LEGEND
PROPOSED PARKING STRUCTURE
PROPOSED CONCRETE SIDEWALK
PROPOSED SIGN (TYPE AS NOTED)
PROPOSED EDGE OF PAVEMENT
PROPOSED GUARDRAIL
654321
B C
D
8016 TOWER POINT DRIVE
CHARLOTTE, NC 28227
P 704.814.1320 F 704.321.0833
CONSTRUCTION DOCUMENTS 100%
DLK/BRPKWB
1 2 3 4 5 6
Drawing Title:
Drawing No.:Project Phase:
A B
C D
No. Description Date Office of
Construction and
Facilities
Management
CONSTRUCT PARKING
STRUCTURE
HDG PROJECT: 16013
CONSULTANTS: ARCHITECT / ENGINEERS:
Project Title:
Location:
Date:
LOUIS A. JOHNSON VAMC
MAY 14, 2018
Checked: Drawn:
Building Number:
Project Number:
540-320
GS109
PHASES 1 & 2 EROSION AND SEDIMENT CONTROL
(ESC) PLAN
PROPOSED INTERMEDIATE CONTOUR (1')
PROPOSED INDEX CONTOUR (5')
PROPOSED COMPOST FILTER SOCK
PROPOSED INLET PROTECTION
TEMPORARY SECURITY FENCE
LIMIT OF DISTURBANCE
PROPOSED UNDERGROUND ELECTRIC LINE
1 AMENDMENT 03 9/11/2019
STAIRS TO REMAIN
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
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ELECTRIC BOX (DOH)
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ELECTRIC BOX
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ELECTRIC BOX
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ELECTRIC BOX
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ELECTRIC BOXES (2)
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ELECTRIC BOX
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SD
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ASPHALT
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MH (GPR)
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TRAFFIC SIGNAL (DOH)
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44" ELM
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10" DOUBLE ELM
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24" RED OAK
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8" RED OAK
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52" BLACK OAK
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33" BLACK OAK
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24" RED OAK
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8" MAPLE
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24" PIN OAK
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33" BLACK OAK
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8" PINE
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SD
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SD
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"OAK MOUNDS" HISTORICAL SIGN
AutoCAD SHX Text PROVIDE TEMPORARY BARRIER WITH DIRECTIONAL SIGNAGE TO NEW TEMPORARY ENTRANCE. CONTRACTOR IS RESPONSIBLE FOR FURNISHING TEMPORARY BARRIER AND SIGNAGE UPON CONSULTATION WITH THE CONTRACTING OFFICER REPRESENTATIVE. SEE DETAIL B3, SHEET GI501.
AutoCAD SHX Text
LIMIT OF DISTURBANCE (LOD) = 2.34 AC.
AutoCAD SHX Text
EXISTING ROADWAY TO BE USED AS STABILIZED CONSTRUCTION ENTRANCE (SCE)
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
UP NO. 39-63-GP
AutoCAD SHX Text 6"x6" WOOD POLE
AutoCAD SHX Text 6"x6" WOOD POLE
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BH 4
AutoCAD SHX Text 3H 1
AutoCAD SHX Text
SD
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GAS VENT
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GAS VENT
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SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
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SANITARY MANHOLE RIM=986.30 INV. IN=982.54 INV. OUT=982.18
AutoCAD SHX Text SANITARY MANHOLE RIM=972.90 INV. IN=971.87 (6" PVC) INV. IN=958.25 (12" PVC) INV. IN=964.02 (6" PVC) INV. IN=958.16 (10" STEEL) INV. OUT=957.98 (12" PVC)
AutoCAD SHX Text SANITARY MANHOLE RIM=970.36 INV. IN=957.89 (8" PVC) INV. IN=957.58 (12" PVC) INV. OUT=957.42 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=957.51 INV. IN=947.07 (12" STEEL) INV. OUT=947.01 (12" STEEL)
AutoCAD SHX Text SANITARY MANHOLE RIM=987.82 INV. IN=986.25 (4" TC) INV. IN=976.84 (8" STEEL) INV. OUT=976.53 (12" PVC)
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
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SIGN
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SIGNS (8)
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WASTE AREA
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2" STEEL POST
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2" STEEL POST
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ASPHALT
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ASPHALT
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2" STEEL POST
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2" STEEL POST
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4" STEEL POSTS (5)
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8" LIT BOLLARD
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BUILDING
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BUILDING
AutoCAD SHX Text
WM
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OXYGEN LINE
AutoCAD SHX Text
8" LIT BOLLARD
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GAS LINE
AutoCAD SHX Text
CONDUIT
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WV
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WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text E
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ENTRANCE FFE=989.29
AutoCAD SHX Text
ENTRANCE FFE=988.16
AutoCAD SHX Text
CONCRETE BLOCK WALL
AutoCAD SHX Text
CONCRETE BLOCK WALL
AutoCAD SHX Text
GAS VALVE AND VAULT
AutoCAD SHX Text
GAS VENT
AutoCAD SHX Text
30" PIN OAK
AutoCAD SHX Text
5" TREE
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
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WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
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4" STEEL POSTS (2)
AutoCAD SHX Text
YIELD SIGN
AutoCAD SHX Text
FLUSH HYDRANT
AutoCAD SHX Text
TANK LIDS (2)
AutoCAD SHX Text
(MP 39-63-GP)
AutoCAD SHX Text
(MP 39-59)
AutoCAD SHX Text
(MP 39-60)
AutoCAD SHX Text
(MP 39-60GP)
AutoCAD SHX Text
(MP 39-60P)
AutoCAD SHX Text
(MP 39-61)
AutoCAD SHX Text
BELL 1280VZ4
AutoCAD SHX Text
BELL 1280VZ4
AutoCAD SHX Text
BELL 1280VZ4
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BELL 1280VZ4
AutoCAD SHX Text
TRAFFIC POLE
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TRAFFIC POLE
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GRAPHIC SCALE
AutoCAD SHX Text 1 inch = 20 ft.
AutoCAD SHX Text -20
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AutoCAD SHX Text
AutoCAD SHX Text
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GRAVEL
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100-YEAR FLOODPLAIN ELEVATIONS FROM FIRM PANEL NO. 54033C0163D
AutoCAD SHX Text
4 1/2" CLEANOUT
AutoCAD SHX Text
4 1/2" CLEANOUT
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WEST VIRGINIA NORTH NAD 83/NAVD 88
AutoCAD SHX Text
3" PIN OAK
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3" PIN OAK
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3" PIN OAK
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3" PIN OAK
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APPROXIMATE ELEC. POLE LOCATION
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CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
MATCH EXISTING PAVEMENT FOR LINE AND GRADE
AutoCAD SHX Text
MATCH EXISTING PAVEMENT FOR LINE AND GRADE
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MATCH EXISTING PAVEMENT AND CURB FOR LINE AND GRADE
AutoCAD SHX Text
LIMIT OF DISTURBANCE (LOD) = 0.65 AC.
AutoCAD SHX Text
18" DIA. COMPOST FILTER SOCK
AutoCAD SHX Text
12" DIA. COMPOST FILTER SOCK
AutoCAD SHX Text
24" DIA. COMPOST FILTER SOCK
AutoCAD SHX Text
REPLACE EXISTING STAIRS IN KIND
AutoCAD SHX Text
12" DIA. COMPOST FILTER SOCK
AutoCAD SHX Text
18" DIA. COMPOST FILTER SOCK
AutoCAD SHX Text
12" DIA. COMPOST FILTER SOCK
AutoCAD SHX Text
INLET PROTECTION (TYP.)
AutoCAD SHX Text
MATCH EXISTING STABILIZED ACCESS ROAD FOR LINE AND GRADE
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text E
AutoCAD SHX Text
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340001 N: 281661.3440 E: 1723948.2390 EL: 991.587 CPT
AutoCAD SHX Text
SD
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SS
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PHASE 2
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PHASE 1
AutoCAD SHX Text
MATCHLINE - SEE SHEET GS110
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AutoCAD SHX Text CONTROL POINTS INDICATED ON THESE PLANS WERE SET BY THE THRASHER GROUP AND PROVIDED TO GWIN, DOBSON AND FOREMAN, INC. HORIZONTAL (NAD 83, WEST VIRGINIA STATE PLANE NORTH) AND VERTICAL (NAVD 88) CONTROL WAS OBTAINED VIA CORRECTED GPS BY THE THRASHER GROUP USING CORS STATION WVBR (PID DM5974). PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITY, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RE-ESTABLISH A BENCHMARK, VERIFY THE LOCATION AND ELEVATION OF ANY CONTROL POINT SHOWN ON THESE PLANS AND PLACE ANY NEW CONTROL POINTS THAT ARE NECESSARY FOR CONSTRUCTION.
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%%UNOTE:
AutoCAD SHX Text vhaclaFormaA Line vhaclaFormaA Line
APPROXIMANT PORTION OF
WORK ALREADY INSTALLED
SEE DETAILS IN AMENDMENT 03
FOR COORDINATES, CROSS
SECTION & PLAN VIEW. NOTE:
EXISTING DUCT BANK
CONDUIT SIZES DIFFER FROM
PROPOSED CONNECTIONS.
vhaclaFormaA Polygon vhaclaFormaA Polygon vhaclaFormaA Line
Construct a Parking Structure VA #244-13-D-0211
Clarksburg, West Virginia HDG #16013
00 01 10-1
DEPARTMENT OF VETERANS AFFAIRS
VHA MASTER SPECIFICATIONS
TABLE OF CONTENTS
Section 00 01 10
DIVISION 00 - SPECIAL SECTIONS DATE
00 01 15 List of Drawing Sheets 07-15
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 General Requirements 11-15 01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 04-13 01 33 23 Shop Drawings, Product Data, and Samples 07-15 01 35 26 Safety Requirements 09-16 01 42 19 Reference Standards 05-16 01 45 29 Testing Laboratory Services 06-16 01 57 19 Temporary Environmental Controls 01-11 01 74 19 Construction Waste Management 09-13 01 81 13 Sustainable Construction Requirements 09-15 01 81 13.01 Sustainability Certification Requirements – LEED NC V3 09-15 01 91 00 General Commissioning Requirements 10-15
DIVISION 02 – EXISTING CONDITIONS
02 21 13 Site Surveys 08-16 02 41 00 Demolition 02-15
DIVISION 03 – CONCRETE
03 30 00 Cast-in-Place Concrete 12-15 03 41 33 Precast Structural Pretension Concrete 07-11
DIVISION 04 – MASONRY
04 05 13 Masonry Mortaring 02-16 04 05 16 Masonry Grouting 02-16 04 20 00 Unit Masonry 02-16 04 20 10 Brick Masonry Veneer 04 43 13.16 Adhered Stone Masonry Veneer N/A 04 72 00 Cast Stone Masonry
DIVISION 05 – METALS
05 40 00 Cold-Formed Metal Framing 05-16 05 50 00 Metal Fabrications 07-14
Clarksburg, West Virginia HDG #16013
00 01 10-2
DIVISION 06 – WOOD,PLASTICS AND COMPOSITES
06 10 00 Rough Carpentry 10-15
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 11 13 Bituminous Dampproofing 02-16 07 56 00 Fluid-Applied Roofing 05-15 07 60 00 Flashing and Sheet Metal 07-14 07 84 00 Firestopping 02-16 07 90 20 Parking Deck Waterproofing Systems N/A 07 92 00 Joint Sealants 10-15
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Doors and Frames 08-16 08 17 10 Integrated Door Assemblies 02-16 08 41 13 Aluminum-Framed Entrances and Storefronts 08-16 08 71 00 Door Hardware 01-16 08 80 00 Glazing 10-15 08 90 00 Louvers and Vents 05-15
DIVISION 09 – FINISHES
09 06 00 Schedule for Finishes 04-15 09 91 00 Painting 01-16
DIVISION 10 – SPECIALTIES
10 14 00 Signage 10-15 10 44 13 Fire Extinguisher Cabinets 08-14
DIVISION 11 – EQUIPMENT
DIVISION 12 – FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
13 34 23 Fabricated Structures – Covered Walkway System N/A
DIVISION 14– CONVEYING EQUIPEMENT
14 24 00 Electric Hydraulic Elevator 08-16
DIVISION 21- FIRE SUPPRESSION
21 08 00 Commissioning of Fire Suppression System 11-16 21 12 00 Manual Dry Standpipe Systems 06-15
DIVISION 22 – PLUMBING
00 01 10-3
22 05 23 General-Duty Valves for Plumbing Piping 09-15 22 05 33 Heat Tracing for Plumbing Piping 09-15 22 07 11 Plumbing Insulation 09-15 22 08 00 Commissioning of Plumbing Systems 11-16 22 11 00 Facility Water Distribution 22 14 00 Facility Storm Drainage 09-15 22 40 00 Plumbing Fixtures 09-15
DIVISION 23 – HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
23 05 11 Common Work Results for HVAC 02-15 23 08 00 Commissioning of HVAC Systems 11-16 23 09 23 Direct-Digital Control System for HVAC 09-11 23 81 00 Decentralized Unitary HVAC Equipment 02-11
DIVISION 25 – INTEGRATED AUTOMATION
DIVISION 26 – ELECTRICAL
26 05 11 Requirements for Electrical Installations 01-16 26 05 19 Low-Voltage Electrical Power Conductors and Cables 07-13 26 05 26 Grounding and Bonding for Electrical Systems 12-12 26 05 33 Raceway and Boxes for Electrical Systems 05-14 26 05 41 Underground Electrical…
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