WCC-L22WC154 Project Drawings 2024-03-08.pdf
PDF 4 MB Posted
- Solicitation number
- 71038
- Issued by
- Wise County, Virginia
About this file
This document contains project drawings for the construction of a new overhead lineman yard at Wytheville Community College in Wytheville, Virginia. The project is described as the development of an overhead lineman yard, and sealed bids are being solicited by the Virginia Community College System. The bid due date is 2:00 P.M. on Tuesday, August 6, 2024, with the bids to be opened publicly and read aloud the following day. A pre-bid conference is scheduled for 11:00 A.M. on Monday, July 15, 2024 at the college, and attendance is highly recommended for bidders. The project will require a Standard Commonwealth Bid Bond (form CO-10.2) and Contract Security, regardless of the bid amount. The bidder must be a registered vendor in eVA.
The drawings provide details on the site plan, concrete pad construction, gravel and mulch areas, and related site elements. No additional parking is being created as part of this project. The proposed disturbed area is less than 10,000 square feet, making the project exempt from erosion and sediment control and stormwater management requirements under the VCCS standards.
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Text version
Sheet No.
Designed
Drawn
Checked
Date
Project No.
N o.
Da te
Pu rp os e of D oc um en t I ss ue
Seal
STATE BUILDING OFFICIAL APPROVAL STAMP
PROJECT NO: 16811
MARCH 8, 2024
WYTHEVILLE, VIRGINIA
VIRGINIA COMMUNITY COLLEGE SYSTEM
WYTHEVILLE COMMUNITY COLLEGE
PROJECT CODE: L22WC154
PREPARED FOR
FRANKFORT
CHATTANOOGA
VICINITY MAP
TENNESSEE
NASHVILLE
N
KENTUCKY
CHRISTIANSBURG
TAZEWELL
NORTH CAROLINA
ASHEVILLE
KNOXVILLE
BRISTOL
CHARLOTTE
RADFORD
RALEIGH
VIRGINIA
CHARLESTON
LEXINGTON
PRINCETON
BLUEFIELD
VIRGINIA
WEST
WASHINGTON
RICHMOND
D.C.
LOCATION MAP
SCALE: 1" = 1,000'
SOURCE: GOOGLE EARTH IMAGE
726 Auburn Avenue Radford, Virginia 24141
P: (540) 633-1897 F: (540) 633-1896 www.T-L.com
E S T . 1 9 5 6
LITTON&
THOMPSON
PROJECT LOCATION
GALAX
SHEET INDEX
T100 TITLE SHEET
C100 SITE PLAN
PROJECT LOCATION
I 81
I 81
I 81
COMMUNITY BLVD
PEPPERS FERRY ROAD
I 77
I 77
COLLEGE CIRCLE
CASSELL RD
PE
PP
ER
S
FE
RR
Y
RO
AD
NYE ROAD
GENERAL NOTES
1. VERTICAL CONTROL IS BASED ON NAVD 1988 DATUM.
2. HORIZONTAL CONTROL IS BASED UPON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD 83).
3. THE EXISTENCE AND LOCATION OF EXISTING UTILITIES ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND FIELD VERIFIED BY THE CONTRACTOR BEFORE STARTING WORK. ANY DAMAGE DONE TO EXISTING UNDERGROUND UTILITIES AND FACILITIES SHALL BE REPAIRED WITH THE UTILITIES AND FACILITIES RESTORED TO AT LEAST THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL
BEAR ALL COSTS ASSOCIATED WITH THESE REPAIRS.
4. THE CONTRACTOR SHALL CONTACT "MISS UTILITY OF VIRGINIA" 72 HOURS BEFORE ANY EXCAVATION WORK IS BEGUN. "MISS
UTILITY OF VIRGINIA" MAY BE REACHED AT 1-800-552-7001.
5. ALL SPOT ELEVATIONS ARE INTENDED FOR FINAL GRADE.
6. ALL UNPAVED AND UNGRAVELED AREAS DISTURBED BY EXCAVATION SHALL BE STABILIZED IN ACCORDANCE WITH THE PROJECT
DOCUMENTS.
7. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS AS APPLICABLE.
8. THE CONTRACTOR SHALL ADHERE TO REQUIREMENTS DETAILED IN THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA STORMWATER DESIGN SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT, LATEST VERSION.
9. THE CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR ACQUIRING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS PRIOR TO
CONSTRUCTION.
10. THE CONTRACTOR AND RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR ACCURATELY DOCUMENTING AND MAINTAINING ANY CHANGES TO THESE APPROVED PLANS IN THE FIELD DURING CONSTRUCTION. THESE CHANGES MUST BE UTILIZED DURING THE RECORD DRAWING PROCESS. ANY CHANGE SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND
APPROVAL.
11. PER VCCS ANNUAL STANDARDS AND SPECIFICATIONS PAGE 10, VCCS ANNUAL STANDARDS AND SPECIFICATIONS FOR ESC APPLY IF LAND DISTURBANCE ACTIVITY EQUAL TO OR GREATER THAN 10,000 SF. PER VCCS ANNUAL STANDARDS AND SPECIFICATIONS PAGE 11, VCCS ANNUAL STANDARDS AND SPECIFICATIONS FOR SWM APPLY IF LAND DISTURBANCE ACTIVITY IS EQUAL OR GREATER TO 1 AC. THE PROPOSED DISTURBED AREA SHALL BE 9,700 SF AND THUS MAKING THIS PROJECT EXEMPT FROM SWM AND ESC
REQUIREMENTS.
DEMOLITION NOTES
1. ALL MATERIAL OR DEBRIS REMOVED FROM THE SITE BY THE CONTRACTOR SHALL BE LEGALLY DISPOSED OF
BY THE CONTRACTOR.
2. IF MATERIALS, DEBRIS, OR ANY OTHER ADDITIONAL DEMOLITION APPURTENANT TO THE SITE PLAN, BUT NOT DEPICTED WITHIN THE PLAN IS FOUND TO INTERFERE WITH CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, DEMOLITION, AND DISPOSAL OF SAID MATERIAL, DEBRIS, ETC. SOME DEMOLITION ITEMS MAY NOT BE ILLUSTRATED ON THE PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE VISIT THE SITE AND DETERMINE THE FULL EXTENT OF THE REQUIRED DEMOLITION. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE ENGINEER AND OWNER ON ITEMS LOCATED THAT MAY REQUIRE ADDITIONAL DEMOLITION OR
REMOVAL.
WYTHEVILLE COMMUNITY COLLEGE
OVERHEAD LINEMAN YARD
NG
IN
E E
AI
NI
GR
IV
N
EW
FOHTLA
R
N LA E
SSIO
FE
O C
P R
M O
O
M
03-08-2024
16811
ESD
ESD
T001
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PROJECT DESCRIPTION
THE PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW OVERHEAD LINEMAN YARD
POINT OF CONTACT
WYTHEVILLE COMMUNITY COLLEGE
PROJECT MANAGER: JOSEPH COLLINS
P: 276-613-4461
WYTHEVILLE COMMUNITY COLLEGE
1000 E MAIN ST, WYTHEVILLE, VA 24382
DIG NOTICE
CONTACT VIRGINIA 811 AT 811, 1-800-552-7001, OR https://www.va811.com NO LESS THAN 72 HOURS PRIOR TO EXCAVATION AND DO
NOT DISTURB THE SOIL UNTIL DIG TICKET HAS BEEN PROCESSED
CODE INFORMATION
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, DATED SEPTEMBER 15, 2010 AND CHAPTERS 1&3 THRU 11 OF STANDARDS FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC A117.1-2017) APPROVED MARCH 28, 2017.
2021 VIRGINIA CONSTRUCTION CODE (VCC), PART 1 OF VIRGINIA UNIFORM STATE WIDE BUILDING CODE (USBC)
Seal
ISSUED FOR BID
S
S
S
S
S
S
S
S
S
S
S
S S
S
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
STORM
DISTORM
DI
UP
UP
UP
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
LPLP
VDOT COMM.
VAULT
PA
VE
D W
AL
K
PA
VE
D W
AL
K
SO
IL
T
RA
IL
UP
COMMUNITY BLVD.
+/- 420' TO CASSELL RD.
STMH
STMH
STMH
GRASS AREA
GRASS AREA
GRASS AREA
SCATTERED TREES
AND BRUSH
SCATTERED TREES
AND BRUSH
CONC. WALK
" H
DP
E
24" HDPE
24" HDPE
24" HDPE
CREEKCREEK
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLOD
LOD
LO
D
LO
D
LO
D
LOD LOD LOD
X X
X X
X X X X X
X X X
X
1" =
( IN FEET )
GRAPHIC SCALE
040' 40' 80'
40'
20'
NOTES:
1) CONTRACTOR SHALL BRUSH HOG AND MOW THE AREA TO BE
MULCHED PRIOR TO PLACEMENT OF GEOTEXTILE .
2) CONTRACTOR SHALL REMOVE DEBRIS SUCH AS ROCKS, TREE
LIMBS, AND ANY OTHER MATERIAL THAT COULD COMPROMISE
THE INTERGRITY OF THE GEOTEXTILE.
3) KEY IN GEOTEXTILE FABRIC AT THE PERIMETER OF THE
LINEMAN YARD.
4) GEOTEXTILE FABRIC SHALL BE OVERLAPPED A MINIMUM OF 6"
AT EDGES AND 12" AT ENDS.
5) STAPLES SHALL BE UTILIZED TO SECURE GEOTEXTILE IN PLACE
PRIOR TO MULCH PLACEMENT.
6) ENGINEER SHALL PROVIDE DWG FILE TO CONTRACTOR FOR
STAKING.
7) NO ADDITIONAL PARKING IS BEING CREATED.
8) PROPOSED EXPANSION OF GRAVEL AREA IS FOR STORAGE
CONTOUR INTERVAL = 1'
SI
TE
P
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03-08-2024
16811
ESD
C100
TYPICAL DETAIL - GRAVEL AREA
CONTOUR2228
LOD
OHE
LEGEND
NEW DESCRIPTIONEXISTING
CONCRETE
STORM PIPE
STORM STRUCTURE
OVERHEAD ELECTRICAL
ELECTRICAL BOX/HANDHOLE
LIMITS OF DISTURBANCE
MULCH
SEWER PIPE
SEWER STRUCTURE
S
LIGHT POLE
GRAVEL
TYPICAL DETAIL - MULCH AREA
OHU OVERHEAD UTILITY
NOTES:
1) PRIOR TO PLACEMENT OF AGGREGATE CONTRACTOR SHALL
STRIP TOPSOIL AND REMOVE FROM THE SITE.
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SILT FENCE
18"
12"
8.5"
MIN.
2" C
LR
#4@12 EW, BOT.2#4 (TYP.)
#4@12 EW, TOP
ASTM-A615
CONCRETE SLAB-ON-GRADE
5,000 PSI CONCRETE @ 28 DAYS
TYPICAL SECTION - CONCRETE PAD
NOT TO SCALE
TYPICAL HANDICAP PARKING STALL LAYOUT
TYPICAL DETAIL - CURB STOP
X X
Sheet No.
Designed
Drawn
Checked
Date
Project No.
N o.
Da te
Pu rp os e of D oc um en t I ss ue
Seal
STATE BUILDING OFFICIAL APPROVAL STAMP
SealSeal
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