STAMPED SET Grafton.pdf
PDF 6 MB Posted
- Attached to
- Grafton New Public Access Site & Boat Dock
- Solicitation number
- CRFQ-0310-DNR2500000001-3
- Issued by
- Kanawha County, Charleston City, West Virginia
About this file
This document appears to be a set of plans and specifications for the Grafton Boat Dock construction project, which is being overseen by the West Virginia Division of Natural Resources. The plans include erosion and sediment control requirements, general notes, an existing conditions survey, a demolition plan, a site plan, a profile view, and various construction details. The project involves demolishing existing structures, installing a new boat ramp with a 15% slope, constructing a new asphalt parking lot, and installing storm drainage infrastructure and sanitary sewer improvements. The plans indicate that the contractor will be responsible for maintaining the existing sanitary sewer system throughout construction. Specific details are provided for materials, construction methods, and erosion control measures to be implemented.
The document does not include pricing information, set-asides, or details on the contract award process. However, it does reference applicable West Virginia Department of Transportation standard specifications and details that would govern the project. The plans appear to be part of a larger state and local contract opportunity related to the Grafton Boat Dock improvements.
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EROSION AND SEDIMENT CONTROL NOTES
1. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE
WITH THE WEST VIRGINIA BEST MANAGEMENT PRACTICES MANUAL, AVAILABLE
ON THE WVDEP WEBSITE http://www2.wvdep.org/dwwm/stormwater/BMP/index.html.
ALL CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR AT LEAST
ONCE EVERY FOUR (4) CALENDAR DAYS AND WITHIN 24 HOURS OF ANY STORM
EVENT OF 0.5 INCHES OR GREATER.
2. PRIOR TO CLEARING AND GRUBBING AND BEGINNING EARTH WORK, INSTALL,
OPERATE, AND MAINTAIN FILTER FABRIC SILT FENCE, "STABILIZED
CONSTRUCTION ENTRANCE, AND "INLET PROTECTION" ON ALL EXISTING INLETS.
AS NEW INLETS ARE CONSTRUCTED AND BECOME OPERATIONAL, INSTALL,
OPERATE, AND MAINTAIN "INLET PROTECTION" AROUND THOSE INLETS.
3. UPON STABILIZATION OF ENTIRE SITE, REMOVE ALL EROSION AND SEDIMENT
CONTROL DEVICES AND SEED AND MULCH THOSE AREAS DISTURBED BY THEIR
REMOVAL IN ACCORDANCE WITH THE SPECIFICATIONS.
4. INSTALL, OPERATE, AND MAINTAIN FILTER FABRIC SILT FENCE AS PER DETAIL.
5. "STABILIZED CONSTRUCTION ENTRANCE" SHALL BE COMPLETE IN PLACE AS PER
DETAIL AND SHALL INCLUDE ALL OPERATIONS AND MAINTENANCE.
6. "INLET PROTECTION" SHALL BE COMPLETE IN PLACE AS PER DETAIL AND SHALL
INCLUDE ALL OPERATIONS AND MAINTENANCE.
7. ALL TOP SOIL IN THE DISTURBED AREAS SHALL BE STRIPPED AND STORED FOR
USE IN AREAS RECEIVING PERMANENT VEGETATION.
8. AS REQUIRED UNDER PERMIT WV0115924, STABILIZATION MEASURES, INCLUDING,
BUT NOT LIMITED TO, PERMANENT SEEDING AND MULCHING SHALL BE INITIATED
AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE
MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT
PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.
9. "PERMANENT SEEDING AND MULCHING" SHALL BE COMPLETE AND IN PLACE IN
ACCORDANCE WITH WVDOH SPECIFICATION SECTION 652 AND SHALL INCLUDE
THE FOLLOWING:
- SEED MIX, TYPE C-2 APPLIED AT A RATE OF 97 POUNDS PER ACRE.
- STRAW MULCH APPLIED AT A RATE OF 2 TONS PER ACRE.
- FERTILIZER APPLIED AT A RATE OF 1000 POUNDS PER ACRE OF
10-20-10 FERTILIZER OR EQUIVALENT.
- SLOW RELEASE UREA FORMALDEHYDE FERTILIZER AT A RATE OF
300 POUNDS PER ACRE.
- AGRICULTURAL LIMESTONE APPLIED AT A RATE OF 1.5 TON PER
ACRE.
UTILITY CONTACTS
FIRST ENERGY CHUCK LEMLEY Clemle2@alleghenypower.com 304-680-3025
GRATON PUBLIC WORKS JASON SETLER 304-265-1234
GENERAL NOTES
1. UNDERGROUND UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. THE EXACT
LOCATIONS, DEPTH, AND SIZE OF ALL EXISTING UTILITIES IN THE PROJECT AREA
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR WITH A REPRESENTATIVE OF
THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR NOTIFYING ALL UTILITY COMPANIES AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO
COMMENCING WORK ON THIS PROJECT. THE CONTRACTOR SHALL CONTACT MISS
UTILITY OF WEST VIRGINIA, INC. AT 1-800-245-4848 FORTY-EIGHT (48) HOURS PRIOR TO
COMMENCING WORK.
2. THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS,
(WVDOH) STANDARD SPECIFICATIONS ROADS AND BRIDGES, THE CURRENT EDITION,
THE CONTRACT DOCUMENTS, AND THE CONTRACT PLANS ARE THE GOVERNING
PROVISIONS APPLICABLE TO THIS PROJECT. ARE HEREBY INCORPORATED INTO
THESE PLANS EXCEPT AS OTHERWISE NOTED. PRICE ADJUSTMENTS FOR ASPHALT
CEMENT WILL BE MADE IN ACCORDANCE WITH SECTION 109.10.
3. THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS
(WVDOH) STANDARD DETAILS BOOK, VOLUME 1, THE CURRENT EDITION, IS HEREBY
INCORP0RATED INTO THESE PLANS EXCEPT AS OTHERWISE NOTED.
4. REFERENCE POINTS AND BENCH MARKS
THE CONTRACTOR SHALL HOLD ALL REFERENCE POINTS AND BENCHMARKS
THROUGHOUT THE LIFE OF THE PROJECT. IN THE EVENT THAT THEY OR THE
MONUMENTS USED TO LOCATE THEM ARE DISTURBED DUE TO THE PLANNED
CONSTRUCTION OR UNPLANNED DISTURBANCE, THE CONTRACTOR, AS DIRECTED BY
THE ENGINEER, SHALL RELOCATE OR REESTABLISH THE REFERENCE POINT AND/OR
BENCHMARK. NO ADDITIONAL PAYMENT OR COMPENSATION WILL BE MADE FOR THIS
WORK.
5. VERIFICATION OF DIMENSIONS
THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL PLAN AND
ELEVATION DIMENSIONS PRIOR TO ORDERING MATERIALS FOR THE CONSTRUCTION
OF THE VARIOUS BID ITEMS ON THIS PROJECT.
6. MATERIAL SPECIFICATIONS
REFERENCES IN THE SPECIFICATIONS AND DRAWINGS TO EQUIPMENT, MATERIALS,
ARTICLES, OR PATENTED PROCESSES BY TRADE NAME, MAKE, OR CATALOG NUMBER,
SHALL BE REGARDED AS ESTABLISHING A STANDARD OF QUALITY AND SHALL NOT BE
CONSTRUED AS LIMITING COMPETITION. THE ENGINEER MAY, AT HIS OPTION, USE ANY
EQUIPMENT, MATERIAL, ARTICLE, OR PROCESS THAT, IN THE OPINION OF THE
ENGINEER, IS EQUAL TO THAT NAMED IN THE SPECIFICATIONS AND DRAWINGS,
UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THIS CONTRACT.
7. ACCESS TO ALL EXISTING FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR AT
ALL TIMES UNLESS OTHERWISE APPROVED BY THE ENGINEER IN WRITING.
8. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS AND POSTS UNLESS OTHERWISE
NOTED. THIS WORK SHALL BE CONSIDERED INCIDENTAL.
9. ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES UNLESS OTHERWISE NOTED. ALL SIGN SHALL BE 0.080 GAUGE ALUMINUM
WITH ROUND CORNERS WITH ENGINEER GRADE REFLECTIVE SHEETING MOUNTED TO
POST WITH TWO VANDAL RESISTANT/ TAMPER PROOF ALUMINUM FASTENERS.
10. ALL HIGH DENSITY POLYETHYLENE STORM SEWER PIPE SHALL MEET THE
REQUIREMENTS OF AASHTO M294 TYPE S FOR SMOOTH INTERIOR PIPE.
11. ALL PVC STORM SEWER PIPE SHALL BE SDR 35 AND SHALL MEET THE REQUIREMENTS
OF ASTM D3034.
12. CONTRACTOR SHALL ADJUST THE TOP ELEVATION OF ALL INLETS, MANHOLES, VALVE
BOXES, METER BOXES OR OTHER STRUCTURES AFFECTED BY THIS PROJECT AS
NECESSARY. THIS WORK SHALL BE CONSIDERED INCIDENTAL.
13. THE CONTRACTOR SHALL MAINTAIN WORKING STORM DRAINAGE SYSTEMS
THROUGHOUT THE WORK AREAS AT ALL TIMES DURING CONSTRUCTION. THE
WORKING SYSTEM MAY CONSIST OF THE EXISTING STORM DRAINAGE SYSTEM, THE
PROPOSED STORM DRAINAGE SYSTEM, OR A COMBINATION THEREOF.
14. PAVEMENT MARKINGS
ALL PAVEMENT MARKINGS SHALL BE WVDOH TYPE II PAINT (SECTION 711.41) OF
COLOR AND SIZE INDICATED OR REQUIRED.
15. ALL MAINTENANCE OF TRAFFIC ALONG AND ACROSS PRIVATE ROADWAYS,
DRIVEWAYS, MUNICIPAL STREETS, AND ALLEYS, AS APPLICABLE, SHALL BE
PERFORMED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ENGINEER.
16. TOP SOIL
THE CONTRACTOR SHALL APPLY A MINIMUM OF A SIX-INCH (6") DEPTH OF TOP SOIL TO
ALL EXCAVATED AND FILLED SURFACES THAT WILL RECEIVE PERMANENT SEEDING
AND MULCHING. THE SOURCE OF THE TOP SOIL SHALL BE THE EXISTING STOCKPILED
TOP SOIL AND ANY ADDITIONAL TOP SOIL AS REQUIRED TO PROVIDE THE MINIMUM
SIX-INCH (6") DEPTH. ANY ADDITIONAL TOP SOIL SHALL BE SUPPLIED BY THE
CONTRACTOR FROM A SOURCE APPROVED BY THE ENGINEER AT NO ADDITIONAL
COST TO THE OWNER.
TOP SOIL SHALL CONSIST OF FRIABLE SURFACE SOIL REASONABLY FREE OF GRASS,
ROOTS, WEEDS, STICKS, ROCKS, AND OTHER UNSUITABLE MATERIAL. UNSUITABLE
MATERIAL ENCOUNTERED DURING REMOVAL SHALL BE DISPOSED OF AT LOCATIONS
APPROVED BY THE ENGINEER, OR IT SHALL BE OTHERWISE HAULED OR DISPOSED OF
AT LOCATIONS REMOVED FROM THE CONSTRUCTION SITE AS APPROVED BY THE
ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL
RULES AND REGULATIONS AND FOR PAYMENT OF ANY AND ALL FEES THAT MAY
RESULT FROM THE DISPOSAL AT LOCATIONS OUTSIDE THE CONSTRUCTION WORK
LIMITS.
SPREADING SHALL NOT BE CONDUCTED WHEN THE GROUND OR TOP SOIL IS FROZEN,
EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO UNIFORM
SPREADING OPERATIONS. SURFACES DESIGNATED TO RECEIVE A TOP SOIL
APPLICATION SHALL BE LIGHTLY SCARIFIED JUST BEFORE THE SPREADING
OPERATION. WHERE COMPACTED EARTHFILLS ARE TO BE TOP SOILED, THE TOP SOIL
SHALL BE PLACED CONCURRENTLY WITH THE EARTHFILL AND SHALL BE BONDED TO
THE COMPACTED FILL WITH THE COMPACTING EQUIPMENT. FOLLOWING THE
SPREADING OPERATION, THE TOP SOIL SURFACE SHALL BE LEFT REASONABLY
SMOOTH AND WITHOUT RUTS AND SURFACE IRREGULARITIES THAT COULD
CONTRIBUTE TO CONCENTRATED WATERFLOW DOWNSLOPE.
INDEX CONTOUR
INTERMEDIATE CONTOUR
WATERLINE
SANITARY SEWER LINE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC AND TELEPHONE
UNDERGROUND TELEPHONE
CABLE TELEVISION LINE
FIBER OPTIC
OVERHEAD UTILITIES
GAS LINE
STORM SEWER
STEAM LINE
PROPERTY LINE
FENCE
GUARD RAIL
LIMITS OF DISTURBANCE LINE
DEMOLITION LINE
UTILITY POLE
LIGHT POLE
CONTROL POINTS
FIRE HYDRANT
SANITARY SEWER MANHOLE
CONCRETE/SIDEWALK
INDEX CONTOUR
INTERMEDIATE CONTOUR
WATERLINE
SANITARY SEWER LINE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC AND TELEPHONE
UNDERGROUND TELEPHONE
CABLE TELEVISION LINE
FIBER OPTIC
OVERHEAD UTILITIES
GAS LINE
STORM SEWER
STEAM LINE
PROPERTY LINE
FENCE
GUARD RAIL
SILT FENCE
UTILITY POLE
POLE MOUNTED LIGHT
FIRE HYDRANT
WATER VALVE
SANITARY SEWER MANHOLE
INLET PROTECTION
CONCRETE/SIDEWALK
X X X X X X X X X
LEGEND
EXISTING PROPOSED
AC ACRES
BLDG BUILDING
CONC CONCRETE
CMP CORRUGATED METAL PIPE
CRBF CAPPED REBAR FOUND
DB DEED BOOK
ELEV ELEVATION
EX EXISTING
FFE FIRST FLOOR ELEVATION
GM GAS METER
HDPE HIGH DENSITY POLYETHYLENE
INV INVERT
LF LINEAR FEET
LT LEFT
N/F NOW OR FORMERLY
PCL PARCEL
PG PAGE
PROP PROPOSED
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
RR RAILROAD
RT RIGHT
SF SQUARE FEET
STA STATION
SWM STORM WATER MANAGEMENT
TBR TO BE REMOVED
TBRL TO BE RELOCATED
TM TAX MAP
TYP TYPICAL
WM WATER METER
W/ WITH
ABBREVIATIONS
CONTRACTOR DEMOLITION NOTES
1. CONTRACTOR SHALL REMOVE PERMANENT STRUCURES AS SHOWN ON THE DEMOLITION PLAN.
STRUCTURES SHALL BE REMOVED AND FOUNDATION SHALL BE REMOVED TO A MINIMUM OF 12
INCHES BELOW FINISH GRADE.
2. CONTRACTOR SHALL REMOVE ALL ACCESSORY STRUCTURES IMMEDIATELY ADJACENT TO THE
LOWER STATION, I.E. WALLS, STAIRS AND STOOPS. THESE STRUCTURES SHALL BE REMOVED
AND THEIR FOUNDATIONS SHALL BE REMOVED TO A MINIMUM OF 12 INCHES BELOW FINISH
GRADE.
3. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS ON SYCAMORE STREET AT ALL TIMES
DURING CONSTRUCTION.
4. FROM BEST AVAILABLE INFORMATION, THE EXISTING STRUCTURES DO NOT CONTAIN ANY
ASBESTOS CONTAINING MATERIALS. IF THE CONTRACTOR ENCOUNTERS ANY MATERIAL HE/SHE
BELIEVES MAY CONTAIN ASBESTOS, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY
BEFORE PROCEEDING.
ALPHA ASSOCIATES, INC.
209 PRAIRIE AVENUE
MORGANTOWN, WV 26501
PHONE/FAX: 304-296-8216
TOLL FREE: 800-640-8216
www.thinkALPHAfirst.comARCHITECTS ENGINEERS
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GENERAL NOTES
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GRAFTON BOAT DOCK
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GRAFTON, WV - SYCAMORE STREET
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MAY 3, 2024
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SYCAMORE STREET - 60' ROW
ROBERT DELANIEL FARANCE
LISA MICHELLE FARANCE
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KINGS #1 LLC
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ALPHA ASSOCIATES, INC.
209 PRAIRIE AVENUE
MORGANTOWN, WV 26501
PHONE/FAX: 304-296-8216
TOLL FREE: 800-640-8216
www.thinkALPHAfirst.comARCHITECTS ENGINEERS
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GRAFTON, WV - SYCAMORE STREET
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STORM STRUCTURE RIM = INV. 6" CMP OUT = 974.81
LISA MICHELLE FARANCE
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S 81°08'00" E 300.00'
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3 98
4 98 6 98
7 98 8 98
S SSMH
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INV CM 4IN=975.58
INV CM 6IN=973.05
977.37 ns
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DITCH LINE
INV. IN 963.60
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
EX. BUILDING MOUNTED
LIGHT FIXTURE
EX. POWER POLE
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
KINGS #1 LLC
DB 354/ PG 674
P/O LOT 96
0.0799 AC.
WILLIAM & TAMMY SHEME
& SURV
DB 297/ PG 394
P/O LOT 96 & 95
0.1405 AC.
TY
GA
RT
V
AL
LE
Y
RI
VE
R
EDGE OF WATER
UNNAMED TRIBUTARY OF TYGART VALLEY RIVER
RA
ILR
OA
D
TR
AC
KS
EDGE OF GRAVEL
EX
IS
TIN
G
GR
AV
EL
D
RI
VE
W
AYRE
MO
VE
E
XI
ST
IN
G
FE
NC
E
REMOVE EXISTING FENCE
CONTRACTOR SHALL REMOVE
EXISTING STRUCTURES
REMOVE ASPHALT AND CONC. PAD AND
WOODEN STRUCTURE WITH WALLS
ASPHALT
MILLING
SAWCUT
4.00'
REMOVE CONC. PAD
REMOVE EXISTING
BUILDING MOUNTED LIGHT
REMOVE
EXISTING LIGHT POLE
REMOVE OERHEAD
COMM LINES
REMOVE OVERHEAD
COMM LINES
REMOVE
EXISTING POWER POLE
ALPHA ASSOCIATES, INC.
209 PRAIRIE AVENUE
MORGANTOWN, WV 26501
PHONE/FAX: 304-296-8216
TOLL FREE: 800-640-8216
www.thinkALPHAfirst.comARCHITECTS ENGINEERS
AutoCAD SHX Text
EXISTING EDGE OF WATER 8-11-2022
AutoCAD SHX Text
EXISTING EDGE OF WATER 8-17-2023
AutoCAD SHX Text
EXISTING EDGE OF WATER 8-11-2022
AutoCAD SHX Text
EXISTING EDGE OF WATER 8-17-2023
AutoCAD SHX Text
EDGE EX. PAVEMENT
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 20'
AutoCAD SHX Text
NO.
AutoCAD SHX Text
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
TAYLOR
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
DIVISION OF NATURAL RESOURCES
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
THE STATE OF WEST VIRGINIA
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
GRAFTON BOAT DOCK
AutoCAD SHX Text
AutoCAD SHX Text Z:\Projects\2022_Jobs\220607100\Drawings\Civil\Current\Construction\4.dwg
AutoCAD SHX Text
GRAFTON, WV - SYCAMORE STREET
AutoCAD SHX Text
MAY 3, 2024
AutoCAD SHX Text
DEMOLITION OF EXISTING BUILDINGS
AutoCAD SHX Text
EXISTING ASPHALT TO BE MILLED
LISA MICHELLE FARANCE
DB 343/ PG 676
1-4-1, 1-4-2
ALL OF LOTS 99, 101, 102, 104 & 105
0.8676 AC.
THE STATE ROAD COMMISSION
OF WEST VIRGINIA
DB 88/ PG 365
1-4-4
FUTURE 32x38
STORAGE BUILDING
32.00'
.00
BOAT RAMP W
ES
T
PI
KE
S
TR
EE
T
NEW ASPHALT PARKING
N:309411.24 E:1815967.47 Z:990.66 gps ns in asphalt
BM: 1
990.66 ns static
985.42 ns
979.50 ns
984.28 ns
982.27 ns
980.66 ns
RR SIGNAL
W
W
PP 12" 663-3 STREET SIGN
SPEED 25 SIGN
STOP SIGN
PP
PP W LIGHT
STM GRATE 48" CONC.
Z: 974.38
INV. 6" CMP
Z: 974.81
X
X
X
X
XXX
XXX
5 99097
N 81°08'00" W 262.12'
S 81°08'00" E 300.00'
S
°5 2'
W
.0
0'
N 81°08'00" W 37.88'
S
°0 9'
N 81°08'00" W 262.12'
N
°0 9'
E
.0
0'
N
°5 2'
E
.0 0'
3 98
4 98 6 98
7 98 8 98
S SSMH
RIM = 968.80
INV CM 4IN=975.58
INV CM 6IN=973.05
977.37 ns
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SAN
SAN
SAN
SAN
SAN
SAN
OBSCURE AREA:
UNABLE TO TOPO
AT TIME OF SURVEY
971 972 973 974
X X
971972973974
976976
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INV. IN 963.60
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
KINGS #1 LLC
DB 354/ PG 674
P/O LOT 96
0.0799 AC.
WILLIAM & TAMMY SHEME
& SURV
DB 297/ PG 394
P/O LOT 96 & 95
0.1405 AC.
R26'
R10'
ASPHALT OVERLAY
MATCH EXIST.
82.50
82.75 BC
82.75 BC
80.15
80.10
80.36
82.00
82.00
5 990
981979
EDGE OF WATER
UNNAMED TRIBUTARY OF TYGART VALLEY RIVER
MATCH TOP OF OVERLAY
MATCH TOP OF OVERLAY
MH1
MH2
12.00'
.00
9.0 0'
20.00'
8 SPACES + 1 ADA SPACE
9 SPACES
82.00
9.0 0'
20.00' 9.0 0'
959.38
959.38
BE
GI
N
BO
AT
R
AM
P
ST
A.
9+
.34
EN
D
BO
AT
R
AM
P
ST
A.
+7 1.5
MATCH TO
EXISTING ASPHALT
SILT FENCE
SEE DETAIL SHEET
NEW LIGHT
COORDINATE WORK
WITH MON POWER
SILT FENCE
SEE DETAIL SHEET
NEW LIGHT
COORDINATE WORK
WITH MON POWER
6" RIPRAP FILL PROTECTION
2' MINIMUM DEPTH
REMOVE POWER POLE WITH LIGHT
PROPOSED WVDOH TYPE A MANHOLE
MANHOLE #2
RIM EL. 969.09
INV. IN 963.25
INV. OUT 963.24
PROPOSED WVDOH TYPE A MANHOLE
MANHOLE #1
RIM EL. 966.65
INV. IN 963.36
INV. OUT 963.35
EX
IS
TI
NG
" S
AN
IT
AR
Y
SE
W
ER
LI
NE
EX
IS
TI
NG
" S
AN
IT
AR
Y
SE
W
ER
LI
NE
.5'
O F
PR
OP
OS
ED
" S
AN
IT
AR
Y
SE
W
ER
LI
NE
75 LF DOH TYPE I CLASS I
GUARDRAIL W/ BUFFERED ENDS
AT EACH END
NEW LIGHT
COORDINATE WORK
WITH MON POWER
NEW LIGHT
COORDINATE WORK
WITH MON POWER
NOTE: CONTRACTOR SHALL BE RESPONSIBLE
FOR MAINTAINING SANITARY SEWER IN
OPERATING CONDITION THROUGHOUT THE
DURATION OF THE CONSTRUCTION PROJECT,
COORDINATE ALL WORK WITH PUBLIC
WORKS DEPARTMENT
NOTE: ALL 2:1 SLOPES NOT RECEIVING
RIPRAP PROTECTION SHALL BE LINED
WITH TEMPORARY EROSION CONTROL
MATTING
CONTROL JOINT (TYP.)
8" CONC. PARKING
BLOCK, (TYP.)
8" CONC. PARKING
BLOCK, (TYP.) 25 LF DOH TYPE I CLASS I
GUARDRAIL W/ BUFFERED ENDS
AT EACH END
ALPHA ASSOCIATES, INC.
209 PRAIRIE AVENUE
MORGANTOWN, WV 26501
PHONE/FAX: 304-296-8216
TOLL FREE: 800-640-8216
www.thinkALPHAfirst.comARCHITECTS ENGINEERS
AutoCAD SHX Text
EXISTING EDGE OF WATER 8-11-2022
AutoCAD SHX Text
EXISTING EDGE OF WATER 8-17-2023
AutoCAD SHX Text
EXISTING EDGE OF WATER 8-11-2022
AutoCAD SHX Text
EXISTING EDGE OF WATER 8-17-2023
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AutoCAD SHX Text
NO.
AutoCAD SHX Text
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
TAYLOR
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
DIVISION OF NATURAL RESOURCES
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
THE STATE OF WEST VIRGINIA
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
GRAFTON BOAT DOCK
AutoCAD SHX Text
AutoCAD SHX Text Z:\Projects\2022_Jobs\220607100\Drawings\Civil\Current\Construction\5.dwg
AutoCAD SHX Text
GRAFTON, WV - SYCAMORE STREET
AutoCAD SHX Text
MAY 3, 2024
AutoCAD SHX Text
AutoCAD SHX Text
NEW ASPHALT PARKING
AutoCAD SHX Text
ASPHALT OVERLAY
NOTE: ALL ELECTRICAL WORK TO BE COMPLIANT WITH CURRENT NATIONAL ELECTRIC CODE
2.71'
ALPHA ASSOCIATES, INC.
209 PRAIRIE AVENUE
MORGANTOWN, WV 26501
PHONE/FAX: 304-296-8216
TOLL FREE: 800-640-8216
www.thinkALPHAfirst.comARCHITECTS ENGINEERS
ED
GE
O F
W
AT
ER
8-
-2
3 E
LE
V.
3.3
EXISTING GROUND
0 10'
10'
HORZ.: 1" = 10'
VERT.: 1" = 10'
APPROX. LOCATION OF EXISTING
18" SANITARY SEWER LINE.
CONTRACTOR SHALL VERIFY
LOCATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER.
PROFILE
TOP OF PROFILE GRADE LINE
PROPOSED BOAT RAMP
EXISTING GRADE
EXISTING 18" SANITARY
SEWER LINE
PROPOSED WVDOH TYPE A MANHOLE
MH 1
STA. 10+65.46
RIM EL. 966.65
INV. IN 963.36
INV. OUT 963.35
PROPOSED 18" SANITARY
SEWER LINE
EXISTING 18" SANITARY
SEWER LINE
PROPOSED WVDOH TYPE A MANHOLE
MH 2
STA. 10+99.34
RIM EL. 969.09
INV. IN 963.25
INV. OUT 963.24
EXISTING GRADE
ED
GE
O F
W
AT
ER
8-
-2
2 E
LE
V.
5.1
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING THE SANITARY SEWER IN OPERATING
CONDITION THROUGHOUT THE DURATION OF THE
CONSTRUCTION PROJECT. COORDINATE ALL WORK WITH
GRAFTON PUBLIC WORKS
AutoCAD SHX Text 964.38
AutoCAD SHX Text 963.40
AutoCAD SHX Text
INV. EL. 963.30
AutoCAD SHX Text
NO.
AutoCAD SHX Text
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
TAYLOR
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
DIVISION OF NATURAL RESOURCES
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
THE STATE OF WEST VIRGINIA
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
PROFILE
AutoCAD SHX Text
GRAFTON BOAT DOCK
AutoCAD SHX Text
AutoCAD SHX Text Z:\Projects\2022_Jobs\220607100\Drawings\Civil\Current\Construction\6.dwg
AutoCAD SHX Text
GRAFTON, WV - SYCAMORE STREET
AutoCAD SHX Text
MAY 3, 2024
FLOW
10' MAX
GR
EA
TE
R
TH
AN
O R
EQ
UA
L T O
EX
PO
SE
D
HE
IG
HT
NOTES:
1. FILTER FABRIC SILT FENCE SHALL BE CONSTRUCTED PARALLEL TO GROUND CONTOUR.
2. BOTH ENDS OF THE FILTER FABRIC SILT FENCE SHALL EXTEND A MINIMUM OF 8 FEET UP SLOPE AT 45 DEGREES TO THE
MAIN ALIGNMENT.
4" MI
N.
SUPPORT STAKE (2"x2" HARD WOOD
OR 1.33 PLF (MIN) STEEL STAKE )
FILTER FABRIC ATTACHED TO
STAKES ON UPSLOPE SIDE WITH
ONE INCH LONG (MINIMUM) HEAVY
DUTY WIRE STAPLES OR TIE
WIRES.
SUPPORT STAKE (2"x2"
HARD WOOD OR 1.33 PLF
(MIN) STEEL STAKE )
COMPACTED
BACKFILL
FILTER FABRIC
GR
EA
TE
R
TH
AN
O R
EQ
UA
L T O
EX
PO
SE
D
HE
IG
HT
4" MIN.
TOP VIEW
MAINTENANCE:
1. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL OF 0.5 INCH OR GREATER AND AT LEAST DAILY
DURING PROLONGED RAINFALL OR ONCE A WEEK. ANY REQUIRED REPAIRS OR MAINTENANCE SHALL BE MADE
IMMEDIATELY.
2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF THE DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. IF THE FENCE IS NOT INSTALLED ON THE CONTOUR (PERPENDICULAR TO THE FLOW OF THE WATER)
BOTH OF THESE CONDITIONS CAN OCCUR.
3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS
REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER.
5. IF ANY SECTION OF SILT FENCE IS KNOCKED DOWN DURING A RAIN EVENT (BECAUSE IT WAS INSTALLED IN AN AREA OF CONCENTRATED FLOW) THEN OTHER MEASURES SUCH AS SEDIMENT TRAP AND DIVERSION OR SUPER SILT FENCE MUST
BE INSTALLED.
CONNECTION AT END
OF ROLLS.
5'
MI
N.
5'
MI
NI
MU
M
NEW PAVEMENT SECTION
EXISTING PAVEMENT
PAVING LIMIT
SEAL JOINT
APPLY TACK COAT2" MIN
SAWCUT
FULL DEPTH PAVEMENT
REPLACEMENT
EXISTING PAVEMENT,
DEPTH VARIES
1" MILLING
NOT TO SCALE
1 " WVDOH MARSHALL HOT-MIX ASPHALT WEARING
COURSE, TYPE 1
FIELD MOLDED
SEALANT
LOCATION OF JOINT
LOCATION OF JOINT
CONSTRUCTION JOINT (CSN. J.)
CONTROL JOINT (C.J.)
CONTINUOUS KEY
SLAB REINFORCING SEE
FOUNDATION PLAN FOR
SIZE
PREMOLDED INSERT, SAW CUT, OR
TOOLED JOINT. SAW CUT JOINTS
WITHIN 4 HOURS OF CONC.PLACEMENT.
USE TOOLED JOINTS FOR ALL
EXTERIOR SLABS.
1'- 0"
D/
1 1 2"
MARINE GRADE TRAFFIC RATED SEALANT
MARINE GRADE TRAFFIC RATED SEALANT
COMPACTED SUBGRADE
NOT TO SCALE
1" WVDOH MARSHALL HOT-MIX
ASPHALT WEARING COURSE, TYPE 1
4" WVDOH MARSHALL HOT-MIX ASPHALT BASE
COURSE, TYPE 1.
6" COMPACTED SUBGRADE
MIRAFI 16ON FABRIC
OR APPROVED EQUAL
8" COMPACTED WVDOH AGGREGATE
BASE COURSE, CLASS 1
EXISTING PAVING SECTION
MAIN SLAB REINFORCING MATS
#5 @ 1'-0" ON CENTER, EACH WAY
NEW 1'-0" THICK CONCRETE RAMP SLAB
NEW 6"X6"
CONCRETE CURB
#4 CONTINUOUS
#4 @ 1'-0" ON
CENTER
0'-6" 0'-6"
15'-0" FINAL OUT TO OUT
1'- 0"
0'-3" CLR.
0'-3" CLR.
6" COMPACTED CRUSHER RUN BASE
TERRAGRID RX1200 GEOGRID
OR APPROVED EQUAL
12" COMPACTED AASHTO #1
STONE SUB-BASE
6" COMPACTED SOIL SUBGRADE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
TOP OF PROFILE
GRADE LINE
60°0'0"'
NOT TO SCALE
14'-0" LAUNCHING LANE
V GROOVE PATTERN
ON 15% SLOPE OF
RAMP
TO PARKING
TO RIVER
1/2"
90°0'0"'
CONCRETE LAUNCH RAMP
CONTROL JOINTS SHALL BE PROVIDED
EVERY 20LF, TRANSVERSE TO THE
CENTERLINE OF THE RAMP
CONSTRUCTION JOINTS SHALL BE USED
AT THE DISCRETION OF THE
CONTRACTOR TO BEGIN/END A DAY'S
CONCRETE POUR
ALPHA ASSOCIATES, INC.
209 PRAIRIE AVENUE
MORGANTOWN, WV 26501
PHONE/FAX: 304-296-8216
TOLL FREE: 800-640-8216
www.thinkALPHAfirst.comARCHITECTS ENGINEERS
AutoCAD SHX Text
18" FILTER FABRIC SILT FENCE
AutoCAD SHX Text
PAVEMENT TIE-IN DETAIL
AutoCAD SHX Text
OVERLAY ASPHALT PAVEMENT DETAIL
AutoCAD SHX Text
CONSTRUCTION/CONTROL JOINTS IN SLAB ON GRADE
AutoCAD SHX Text
BITUMINOUS PAVEMENT DETAIL
AutoCAD SHX Text
TRANSVERSE SECTION OF RAMP DETAIL
AutoCAD SHX Text
BOAT RAMP "V" GROOVE DETAIL
AutoCAD SHX Text
NO.
AutoCAD SHX Text
AutoCAD SHX Text
YEAR
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
TAYLOR
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
DIVISION OF NATURAL RESOURCES
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
THE STATE OF WEST VIRGINIA
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
GRAFTON BOAT DOCK
AutoCAD SHX Text
AutoCAD SHX Text Z:\Projects\2022_Jobs\220607100\Drawings\Civil\Current\Construction\7.dwg
AutoCAD SHX Text
GRAFTON, WV - SYCAMORE STREET
AutoCAD SHX Text
MAY 3, 2024
| 1-SHEET INDEX |
| 2-GENERAL NOTES |
| Sheets and Views |
| GENERAL NOTES |
| 3-EXISTING CONDITIONS |
| Sheets and Views |
| EXISTING CONDITIONS |
| 4-DEMOLITION PLAN |
| Sheets and Views |
| DEMOLITION PLAN |
| 5-PLAN VIEW |
| Sheets and Views |
| PLAN VIEW |
| 6-PROFILE |
| Sheets and Views |
| PROFILE |
| 7-DETAILS |
| Sheets and Views |
| DETAILS |
File details come from the government source that posted it. Updated .