Big Bethel Blueway - Drawings - Addendum 4-Attachment 2.pdf
PDF 8 MB Posted
- Attached to
- ITB 24-31TM Big Bethel Blueway
- Solicitation number
- 54297
- Issued by
- Hampton City, Virginia
About this file
This document contains the drawings and specifications for the Big Bethel Blueway Resilience Infrastructure Project in the City of Hampton, Virginia. The project includes civil demolition, grading, drainage swales, concrete weirs, and boardwalk construction along the main canal alignment. The work shall conform to City of Hampton, Virginia Department of Transportation (VDOT), and other regulatory standards and requirements. The contractor is responsible for maintaining site access, staging areas, and environmental controls throughout construction. Key project elements include 15" and 24" reinforced concrete pipe, flared end sections, concrete weirs, and an asphalt trail with boardwalk sections. The drawings indicate the project limits, existing conditions, and proposed improvements along the blueway corridor.
The document provides detailed technical specifications, notes, and design details for the project components. It outlines requirements for erosion and sediment control, dewatering, soil stabilization, and other construction procedures. It also includes specifications for materials, pipe inverts, grading, outlet protection, and boardwalk construction. Pricing and contracting terms are not included in this technical document.
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GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO CITY OF HAMPTON DESIGN AND CONSTRUCTION STANDARDS, VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) STANDARDS AND SPECIFICATIONS, AND THE REQUIREMENTS
OF THESE PLANS AND THE SPECIFICATIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK AND
NOTIFY OWNER OF DISCREPANCIES.
3. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND
ERECTION OF STRUCTURAL MATERIAL ARE THE CONTRACTOR'S RESPONSIBILITY.
4. THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY EXCAVATED MATERIAL OR DEBRIS. DISPOSAL OF THE MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE DISPOSED OF IN A PERMITTED LANDFILL. CONTRACTOR SHALL SUPPLY OWNER WITH ALL APPLICABLE
DISPOSAL TICKETS.
5. THESE PLANS ARE INCOMPLETE WITHOUT THE SPECIFICATIONS.
6. THE CONTRACTOR SHALL COORDINATE ACCESS TO THE WORK, STORAGE, AND STAGING AREA
LOCATIONS WITH THE OWNER. THE CONTRACTOR SHALL RESTORE THE ACCESS AREAS TO THEIR
ORIGINAL CONDITION AFTER WORK IN THE AREA IS COMPLETE. THIS WORK INCLUDES REPLACEMENT OF
FENCING, SIGNAGE, AND OTHER MISCELLANEOUS ITEMS.
7. STAGING AREAS SHALL BE AS APPROVED BY THE OWNER AND FENCED AND MAINTAINED BY THE CONTRACTOR. STAGING AREAS SHALL BE CLEARED OF DEBRIS AND CONTRACTOR INSTALLED AMENITIES
AT THE COMPLETION AND ACCEPTANCE OF WORK IN THE AREA.
8. UNLESS OTHERWISE APPROVED BY THE OWNER, EXCESS EQUIPMENT MAY ONLY BE STORED IN APPROVED STORAGE/STAGING AREAS. THE OWNER RESERVES THE RIGHT TO LIMIT SUCH AREAS AS DEEMED NECESSARY. OPERATION OF DREDGING AND OTHER CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED OUTSIDE THE WORK AREA LIMITS EXCEPT FOR INGRESS AND EGRESS OF THE SITE AT
APPROVED LOCATIONS.
9. ANY EXISTING SIGNS, FENCES, OR OTHER STRUCTURES WITHIN THE WORK LIMITS SHALL BE PROTECTED
AND/OR REMOVED AND LATER REPLACED BY THE CONTRACTOR AS DIRECTED.
10. A SET OF APPROVED PROJECT PLANS AND THE SPECIFICATIONS SHALL BE KEPT ON SITE.
PERMITS:
1. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER.
SURVEY NOTES:
1. THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE VIRGINIA STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM 1983(NA2011).
2. ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD88).
3. THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF JULY 08, 2020, REVISED APRIL 28, 2021 AND DOES NOT CERTIFY TO CHANGES TO SITE CONDITIONS WHICH OCCUR SUBSEQUENT TO THIS DATE
AND OR TO PROPOSED IMPROVEMENTS.
4. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A SUBDIVISION OF LAND.
5. PROPERTY AND RIGHT-OF-WAY LINES ARE DEPICTED FOR GRAPHIC PURPOSES ONLY AND DO NOT REPRESENT A BOUNDARY SURVEY NOR A SUBDIVISION OF LAND. THE PROPERTY AND RIGHT-OF-WAY BEARINGS AND DISTANCES DEPICTED ON THIS TOPOGRAPHIC SURVEY ARE A COMPILATION OF DEEDS AND PLATS WHICH HAVE BEEN SCALED, TRANSLATED AND ROTATED TO FIT INTO THE PROJECT DATUM.
6. THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE AND ENVIRONMENTAL
FEATURES THAT MAY AFFECT SAID PROPERTY SHOWN HEREON EXCEPT AS SHOWN.
7. PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES NOT WARRANT THE MATERIAL TYPE OF PIPES LOCATED IN CONFINED OR INACCESSIBLE SPACES.
8. THE UNDERGROUND UTILITIES SHOWN, IF ANY, ARE BASED ON AVAILABLE PLANS OF RECORD AND/OR HAVE BEEN DESIGNATED BY "VA811 DIG TICKETS #A014900656, A014900672, A014900686, A014900695, A014900709, A014900728, A014900736, A014900743, A014900753 AND A014900757 AND THE PAINT DESIGNATION LINES HAVE BEEN LOCATED IN THE FIELD. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE SURVEYOR FURTHER NOTIFIES ALL PARTIES
THAT VIRGINIA LAW REQUIRES MISS-UTILITY TO BE CONTACTED PRIOR TO ANY EXCAVATION.
9. THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT AND RESPONSIBLE CHARGE AND SUPERVISION OF, FRANK WINEINGER, LS., FROM AN ACTUAL GROUND
SURVEY. THIS TOPOGRAPHIC SURVEY DATA MEETS MINIMUM ACCURACY STANDARDS UNLESS
OTHERWISE NOTED.
10. THIS TOPOGRAPHIC SURVEY WAS PREPARED/COMPILED BY:
PRECISION MEASUREMENTS, INC.
11835 CANON BLVD. SUITE B103
NEWPORT NEWS, VA. 23606
(757) 595-7570 WWW.PRECISIONMEASUREMENTS.COM
ABBREVIATIONS (ALL SHEETS)
AC ASPHALTIC CONCRETE
APPROX APPROXIMATE
AVG AVERAGE
BASELINE
BP BEGINNING POINT
℄ CENTERLINE
CONC CONCRETE
CPP CORRUGATED PLASTIC PIPE
CY / CYS CUBIC YARD / CUBIC YARDS
DIA DIAMETER
E EAST
EL ELEVATION
ELEV ELEVATION
EP ENDING POINT
EX EXISTING
EXIST EXISTING
FES FLARED END SECTION
FT FOOT / FEET
HARN HIGH ACCURACY REFERENCE NETWORK
HORZ HORIZONTAL
L LENGTH, LEFT
LB / LBS POUND / POUNDS
MAX MAXIMUM
MIN MINIMUM
MISC MISCELLANEOUS
N NORTH
NAVD NORTH AMERICAN VERTICAL DATUM
NTS NOT TO SCALE
OFF. OFFSET
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
POB POINT OF BEGINNING
POE POINT OF ENDING
PT POINT / POINT OF TANGENT
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
R RADIUS, RIGHT
RCP REINFORCED CONCRETE PIPE
REQ'D REQUIRED
R.O.W RIGHT-OF-WAY
S SOUTH
SCH SCHEDULE
SFM SANITARY SEWER FORCE MAIN
SQ SQUARE
SS SANITARY SEWER
STA STATION
TEMP TEMPORARY
TYP TYPICAL
VERT VERTICAL
W WEST
W/ WITH
WP WORKING POINT
& AND
@ AT
' FEET OR MINUTES
" INCHES OR SECONDS
# NUMBER OR POUND
± PLUS OR MINUS
EROSION CONTROL NOTES:
1. EROSION AND SEDIMENT CONTROL MEASURES MUST BE PROVIDED AND
MAINTAINED IN ACCORDANCE WITH SPECIFICATIONS AND THE VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK (VESCH), WHEN THE HANDBOOK CONFLICTS
WITH THE SPECIFICATIONS, THE SPECIFICATIONS MUST TAKE PRECEDENCE.
2. TEMPORARY & PERMANENT SOIL STABILIZATION MUST BE IN ACCORDANCE WITH
VIRGINIA EROSION CONTROL MINIMUM STANDARDS.
3. DURING CONSTRUCTION OF THE PROJECT, TEMPORARY SOIL STOCK PILES AND
BORROW AREAS MUST BE STABILIZED OR PROTECTED WITH AN APPROPRIATE
SEDIMENT CONTROL MEASURE. THE CONTRACTOR IS RESPONSIBLE FOR THE
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL
STOCKPILES BOTH ON SITE AS WELL AS AT OFF-SITE BORROW AND DISPOSAL
AREAS.
4. STABILIZATION MEASURES MUST BE APPLIED TO EARTHEN STRUCTURES SUCH AS
SLOPES, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
5. EROSION AND SEDIMENT CONTROL DEVICES MUST BE PROVIDED AS A FIRST STEP
IN ANY LAND-DISTURBING ACTIVITY AND MUST BE MADE FUNCTIONAL BEFORE
UPSLOPE LAND DISTURBANCE TAKES PLACE.
6. CONTRACTOR MUST PROVIDE AND MAINTAIN POLLUTION PREVENTION MEASURES
TO:
A. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE
WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS;
B. MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS,
CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS,
PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHER
MATERIALS PRESENT ON-SITE TO PRECIPITATION AND TO STORMWATER;
C. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND
IMPLEMENT CHEMICAL SPILL AND LEAK PREVENTION AND RESPONSE
PROCEDURES;
D. PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF
CONCRETE;
E. PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND
CLEANOUT OF PAINT, FORM RELEASE OILS, CURING COMPOUNDS, AND
OTHER CONSTRUCTION MATERIALS; AND
F. PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS USED IN
VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE.
7. EFFLUENT FROM DEWATERING MUST BE FILTERED AS INDICATED HANDLED
ACCORDING TO SPECIFICATIONS AND VIRGINIA REGULATIONS.
8. THE CONTRACTOR MUST INSPECT THE EROSION CONTROL MEASURES AT LEAST
ONCE IN EVERY TWO WEEK PERIOD AND AFTER EACH RUNOFF- PRODUCING
STORM EVENT. DEFICIENCIES MUST BE CORRECTED IMMEDIATELY.
9. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY OWNER IF
DEEMED NECESSARY TO COMPLY WITH VESCH.
10. ALL EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONAL AT ALL
TIMES AND IF REMOVED FOR CONSTRUCTION PROGRESS, MUST BE PROVIDED BY
THE CLOSE OF EACH WORK DAY.
11. FINAL REMOVAL OF EROSION CONTROL DEVICES MUST OCCUR WITHIN 30 DAYS
AFTER THE OWNER DEEMS THE SITE STABILIZED.
12. THE CONTRACTOR IS RESPONSIBLE FOR THE OFF-SITE DISPOSAL AND
STABILIZATION OF EXCESS SOIL IN ACCORDANCE WITH VIRGINIA REGULATIONS
VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. AN EROSION
CONTROL PLAN MUST BE SUBMITTED BY THE CONTRACTOR TO THE
CONTRACTING OFFICER FOR REVIEW, AND APPROVAL PRIOR TO ANY LAND
DISTURBING ACTIVITIES AT ANY OFF-SITE DISPOSAL AREAS. THE SOIL MUST BE
SPREAD, FERTILIZED, SEEDED AND MULCHED. ALL EROSION CONTROL
REQUIREMENTS LISTED ABOVE MUST BE FOLLOWED.
13. PERMANENT SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS AFTER FINAL
GRADE IS REACHED OR WHEN GRADING ACTIVITIES WILL BE SUSPENDED FOR A
PERIOD GREATER THAN 14 DAYS.
14. SEDIMENT TRANSPORTED ONTO PAVED OR PUBLIC ROAD SURFACES SHALL BE
REMOVED DAILY.
CABLE PEDESTAL
ELECTRIC METER
ELECTRIC TRANSFORMERE-TRANS
UNDERGROUND ELECTRIC
STORM PIPES
UNDERGROUND GAS LINE
SANITARY LINES
OVERHEAD LINES
STORM DRAIN MANHOLE
FLARED END SECTION
CURB DRAINAGE INLET
DRAINAGE INLET
SDMH
CDI
DI
TEMPORARY BENCH MARK
TRAVERSE POINT
TBM
M-WELL
FLAG POLE
SOIL BORING
GAS WITNESS POST
GAS VALVE
GAS METER
FIBER OPTIC WITNESS POST
SIGN
SANITARY CLEAN OUT
SANITARY MANHOLE
FIBER OPTIC HAND HOLE
POWER POLE
LIGHT POLE WITH MAST
LIGHT POLEL/P
L/P
P/P
GUY WIRE
UNDERGROUND WATER
UNDERGROUND TELEPHONE
WATER WITNESS POST
WATER VALVE
WATER METER
SHRUB
FIRE HYDRANT
TREE/SIZE & TYPE18"OAK
TELEPHONE PEDESTAL
TELEPHONE HAND HOLE
FIBER OPTIC CABINET
CTV
EM
TR
FO
FO
G
CO
S
D
THH
T
W
PVC POLYVINYL CHLORIDE
CONC. CONCRETE
HDPE HIGH DENSITY POLYETHYLENE
30"C&G SIZE/CURB & GUTTER
6"CC SIZE/CONCRETE CURB
SMH
FES
T-PED
ASPHALT SURFACE
CHAIN LINK FENCE
WOOD FENCE
WIRE FENCE
CLF
WDF
WF
C-PED
GV
T.O.B. TOP OF BANK
T.O.S. TOE OF SLOPE
EM
FH
WWP
WV
WM
BUILDING LINE
PVC FENCEPVC FENCE
STL STEEL
PL PLASTIC
GUARDRAIL
RIPRAP
UNDERGROUND CABLE
SPLIT RAIL FENCESRF
BW BARBED WIRE FENCE
TRHH
TRHH TRAFFIC HANDHOLE
UNDERGROUND TRAFFIC
GWP
GM
SURVEY LEGEND SURVEY LEGEND (CONT'D)
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
11/29/2023
INDEX: OF
G-002
G E
N E
R A
L N
O
TE
S L
E G
E N
D A
N D
A B
B R
E V
IA
TI
O N
S
2 70
A D
D E
N D
U M
2/ 9/
W
B E
X
X X X X X X X X X X X X X
X X
X X
X
X X X X X X X
W
OE
OE
OE
W
W
W
W
W
W
W
W W W
WET
WET WET
WET
W
ET
W
ET
W
ET
W
ET
W
ET
W
ET
W
ET
WET
WET
WET
W
ET
WET
WET
WET WET
WET
WET
WET
XX
X
W W W W W W W W W W W W W
GW
4+00
5+00
5+40
1+00
2+ 00 3+00
4+00
5+00
6+00
TP
SF
SF SF
SF SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD
LOD LOD LOD
LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD
SF
X X
X X
X X
X X X X X
X X X X X X
O E
O E
X X X X X X X X OEOEOEOEOEOEOEOEOEOEOE
X X X X
OE OE
X
W
ET
WET
WET
WET
W
ET
WET WET
X
X X
X
X
W W
W
W W W W W W W
WET
WET WET
WET
WET
WET
WET WET
W W W W W W W W W W W W
EO
I
X
0+00
1+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
CE
CE
SF
SF
SF
SF
SF
IP IPSF
SF
SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF
LOD LOD
LOD
LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
DLODLODLODLODLODLODLODLOD
LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LOD
N
REFER TO SURVEY
NOTE #2 ON SHEET
G-002
30' 0' 30' 60'
SCALE: 1''=30'
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
KEY PLAN
11/29/2023
MAIN CANAL
ALIGNMENT
DRAINAGE SWALE
DS-1
DRAINAGE SWALE
DS-2
M A
TC
H
L
IN
E S
E E
B E
LO
W
MATCH LINE SEE C-106
ALBAN
Y D
R
IVE BIG BETHEL ROAD
NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES, EROSION CONTROL
NOTES, AND LEGEND.
2. ALL DISTURBED UPLAND AREAS SHALL BE REGRADED AND
RESTORED TO PRE PROJECT CONDITION AS APPROVED BY THE
OWNER.
3. CONTRACTOR SHALL LOCATE AND/OR FLAG PIPES FLOWING
INTO THE BLUEWAY PRIOR TO START OF DEMOLITION.
4. TREES 6 INCHES AND LARGER IN CALIPER SHALL NOT BE
DEMOLISHED IN THE SELECTIVE CLEARING AND GRUBBING
ZONE UNLESS DIRECTED BY THE CONSTRUCTION ENGINEER.
5. ROCK CHECK DAMS SHALL BE IN PLACE PRIOR TO DISTURBANCE
UPSTREAM, AND MAY BE REMOVED WHEN ALL AREAS UPSTREAM
OF CHECK DAM LOCATION ARE STABILIZED.
EXISTING SHORELINE RIPRAP
APPROXIMATE EDGE OF WATER
TOE OF SLOPE
TOP OF BANK
PROPERTY LINE
EXISTING TREE
SURVEY DOCUMENT/BENCHMARK
EXISTING 1' CONTOURS
STORM DRAINS
DIRECTION OF FLOW
EASEMENT LINE
SS SANITARY SEWER
C COMMUNICATIONS
LEGEND
W WATER LINE
X FENCE
NG NATURAL GAS
SF
CE
IP
SF
CONSTRUCTION ENTRANCE - SEE CD-501
INLET PROTECTION - SEE CD-501
DEMOLISH ITEM
SILT FENCE - SEE CD-501
TP TREE PROTECTION - SEE CD-501
CLEAR AND GRUB
DEMOLISH CONCRETE
LIMITS OF DISTURBANCE
SEE NOTE 4
ROCK CHECK DAM
SEE CD 106CD
MAIN CANAL
ALIGNMENT
M A
TC
H
L
IN
E S
E E
C -1
M A
TC
H
L
IN
E S
E E
A B
O V
E
TH
R
EEC
H
O
PT R
O
AD
DEMOLISH ALL TREES IN THIS AREA
DEMOLISH HEADWALL
DEMOLISH 18" CONCRETE SWALE
DEMOLISH 6' CHAIN LINK FENCE
INDEX: OF
CD-101
C
IV
IL
D
E M
O
LI
TI
O
N P
LA
N
S
H E
E T
O
F
18 70
CD
CD
CD
DEMOLISH CONCRETE SIDEWALK
DEMOLISH
CONCRETE CURB
AND GUTTER
DEMOLISH 15" RCP
DEMOLISH 15" RCP
D E
N D
U
W
B E
CTV
C O
C O
C O
CO
S
TR
H
H
X
X
D
D
D
D
D D
O E
O E
O E
OE
OE
OEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
W
S
SS
SS
SS
SS
SS
SS
W
W
W
WET
WET
WET
WET
WET
W W
W W
W W
W
W
W W
G
G
W
W
W
W W
W W
W W
W W
W W
W W
WET
WET
WET
WET
WET
WET
W W W W W
W W
W W
W W
W
WTV
TV
UE
UE
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
CTV
FO
EO
I
TV
TV
TV
TV
TV
TV
TV
G G G G
G
20+00
21+00
22+00
23+00
24+00
25+00
26+00
CE
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
X
TR
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
X X
O E
O E
X X X X X X X X X X
WET
WET
WET
WET
WET
WET
WET WET WET
WET
WET
W
ET
WET
WET
W
W W W W
W W W W W W W W W W W W W W W W W W W
UE
UETR
14+00
15+00
16+00
17+00
18+00
19+00
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD LOD LOD
LOD
LOD
LO
D
LO
D
LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
X X
X X
N
REFER TO SURVEY
NOTE #2 ON SHEET
G-002
30' 0' 30' 60'
SCALE: 1''=30'
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
KEY PLAN
11/29/2023
MAIN CANAL
ALIGNMENT
YALE DRIVE NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES, EROSION CONTROL
NOTES, AND LEGEND.
2. ALL DISTURBED UPLAND AREAS SHALL BE REGRADED AND
RESTORED TO PRE PROJECT CONDITION AS APPROVED BY THE
OWNER.
3. CONTRACTOR SHALL LOCATE AND/OR FLAG PIPES FLOWING
INTO THE BLUEWAY PRIOR TO START OF DEMOLITION.
4. TREES 6 INCHES AND LARGER IN CALIPER SHALL NOT BE
DEMOLISHED IN THE SELECTIVE CLEARING AND GRUBBING
ZONE UNLESS DIRECTED BY THE CONSTRUCTION ENGINEER.
5. ROCK CHECK DAMS SHALL BE IN PLACE PRIOR TO DISTURBANCE
UPSTREAM, AND MAY BE REMOVED WHEN ALL AREAS UPSTREAM
OF CHECK DAM LOCATION ARE STABILIZED.
EXISTING SHORELINE RIPRAP
APPROXIMATE EDGE OF WATER
TOE OF SLOPE
TOP OF BANK
PROPERTY LINE
EXISTING TREE
SURVEY DOCUMENT/BENCHMARK
EXISTING 1' CONTOURS
STORM DRAINS
DIRECTION OF FLOW
EASEMENT LINE
SS SANITARY SEWER
C COMMUNICATIONS
LEGEND
W WATER LINE
X FENCE
NG NATURAL GAS
SF
CE
IP
SF
CONSTRUCTION ENTRANCE - SEE CD-501
INLET PROTECTION - SEE CD-501
DEMOLISH ITEM
SILT FENCE - SEE CD-501
TP TREE PROTECTION - SEE CD-501
CLEAR AND GRUB
DEMOLISH CONCRETE
LIMITS OF DISTURBANCE
SEE NOTE 4
ROCK CHECK DAM
SEE CD 106CD
M A
TC
H
L
IN
E S
E E
B E
LO
W
M A
TC
H
L
IN
E S
E E
C -1
M A
TC
H
L
IN
E S
E E
A B
O V
E M
A
TC
H L
IN
E
S E
E C
-1
W
EST M
ER
C
U R
Y BO
U
LEVAR
D
MAIN CANAL
ALIGNMENT
DEMOLISH HEADWALL
DEMOLISH HEADWALL
INDEX: OF
CD-102
C
IV
IL
D
E M
O
LI
TI
O
N P
LA
N
S
H E
E T
O
F
19 70
CD
CD
CD
DEMOLISH 30" RCP
D E
N D
U
W
B E
X
X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X X
X
X X
O E
OE
OE
OE
OE OE OE
OE
OE
OE
O E
T CT
V
O E
O E
O E
O E
G G
W W
W W
W W
W W
W W
W W
W W
W W
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
EOI
X
X
X
X
W
UE
UE
FO
FO
FO
EO
I
TV
TV
TV
TV
EOI
0+00
1+00
27+00
28+00
29+00
30+00
31+00
32+00
CE
CE
SFSF
IP
IP
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LOD
LOD
LOD LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
EM
FO
S
X
X
X
X
X
X
X X
X X
X X
X
SS
SS
OE OE
OE
OE
O E
O E
O E
O E
G G
G G
G G
G
W
W
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
EOI
W
W
W WET
WET
W W
W W
W W
W W
W W
W W
W W
W W
EOI
X
X X
X
G G
U E
U E
UE
UE
UE
UE
UE
UE G
G G
FO
EO
I
EO
I
EOI
X X
X
33+00
34+00
35+00
36+00
37+00
38+00
39+00
CE
CE
CE
CE
SF
SF
SF
SF
SF
SF
SF
SF
IP
IP
IP
IP
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
N
REFER TO SURVEY
NOTE #2 ON SHEET
G-002
30' 0' 30' 60'
SCALE: 1''=30'
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
KEY PLAN
11/29/2023
MAIN CANAL
ALIGNMENT
CANDLEWOOD DRIVE
NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES, EROSION CONTROL
NOTES, AND LEGEND.
2. ALL DISTURBED UPLAND AREAS SHALL BE REGRADED AND
RESTORED TO PRE PROJECT CONDITION AS APPROVED BY THE
OWNER.
3. CONTRACTOR SHALL LOCATE AND/OR FLAG PIPES FLOWING
INTO THE BLUEWAY PRIOR TO START OF DEMOLITION.
4. TREES 6 INCHES AND LARGER IN CALIPER SHALL NOT BE
DEMOLISHED IN THE SELECTIVE CLEARING AND GRUBBING
ZONE UNLESS DIRECTED BY THE CONSTRUCTION ENGINEER.
5. ROCK CHECK DAMS SHALL BE IN PLACE PRIOR TO DISTURBANCE
UPSTREAM, AND MAY BE REMOVED WHEN ALL AREAS UPSTREAM
OF CHECK DAM LOCATION ARE STABILIZED.
EXISTING SHORELINE RIPRAP
APPROXIMATE EDGE OF WATER
TOE OF SLOPE
TOP OF BANK
PROPERTY LINE
EXISTING TREE
SURVEY DOCUMENT/BENCHMARK
EXISTING 1' CONTOURS
STORM DRAINS
DIRECTION OF FLOW
EASEMENT LINE
SS SANITARY SEWER
C COMMUNICATIONS
LEGEND
W WATER LINE
X FENCE
NG NATURAL GAS
SF
CE
IP
SF
CONSTRUCTION ENTRANCE - SEE CD-501
INLET PROTECTION - SEE CD-501
DEMOLISH ITEM
SILT FENCE - SEE CD-501
TP TREE PROTECTION - SEE CD-501
CLEAR AND GRUB
DEMOLISH CONCRETE
LIMITS OF DISTURBANCE
SEE NOTE 4
ROCK CHECK DAM
SEE CD 106CD
M A
TC
H
L
IN
E S
E E
B E
LO
W
M A
TC
H
L
IN
E S
E E
C -1
M A
TC
H
L
IN
E S
E E
A B
O V
E M
A
TC
H L
IN
E
S E
E C
-1
MAIN CANAL
ALIGNMENT
DRAINAGE SWALE
DS-6
C
AN
D
LEW
O O
D D
R
IVE
W
EST W
EAVER
R
O
AD
MANCHESTER DRIVE
DEMOLISH HEADWALL
DEMOLISH HEADWALL
DEMOLISH HEADWALL
DEMOLISH HEADWALL
DEMOLISH 6' CHAIN LINK FENCE
DEMOLISH 4' CHAIN LINK FENCE
RELOCATE
POWER POLE
GUY WIRE TO
THE EAST
REMOVE "NO
TRESPASSING" SIGN
PROTECT FIRE
HYDRANT TO
REMAIN
INDEX: OF
CD-103
C
IV
IL
D
E M
O
LI
TI
O
N P
LA
N
S
H E
E T
O
F
20 70
CD
DEMOLISH CONCRETE
CURB AND GUTTER
CD
CD
DEMOLISH CONCRETE
CURB AND GUTTER
DEMOLISH CONCRETE
CURB AND GUTTER
SU
N
N
YSID
E D R
IVE
REMOVE "NO
TRESPASSING" SIGN
DEMOLISH CONCRETE
SIDEWALK
D E
N D
U
W
B
TREE
PROTECTION
ZONE
KEEP OUT
NOTES:
1. THE CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING ANY
CONSTRUCTION OR GRADING ACTIVITY.
2. PROTECTIVE FENCING SHALL BE LOCATED 1' MINIMUM OUTSIDE SHRUBS
WHERE APPLICABLE.
3. TREE PROTECTION ZONE SIGNS SHALL BE VISIBLE ON ALL SIDES OF THE FENCE
AND PROVIDED EVERY 150'. THE SIGNS SHALL BE A MINIMUM SIZE OF 2'x2' AND
STATING "TREE PROTECTION ZONE KEEP OUT".
4. THE CONTRACTOR SHALL CALL FOR INSPECTION AND APPROVAL OF
PROTECTIVE FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR
GRADING.
2' 4'
LOCATE FENCE AT LIMITS OF CRITICAL ROOT ZONE
(CRZ = 12 x TRUNK DIA)
ORANGE POLYETHYLENE
LAMINAR FENCE MATERIAL
STEEL STAKE @
5'-0" O.C., TYP
B1
CD-101
TREE PROTECTION FENCE
SCALE: NTS
CD-102, CD-103
EXIST
GRADE
NOTES:
1. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH
OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES &
FOLDED.
2. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND
MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE
SILT FENCE.
3. POSTS SHALL BE EITHER "I" OR "U" TYPE.
4. FILTER CLOTH SHALL MEET VESCH STANDARD 3.05.
C4
CD-101
SILT FENCE
SCALE: NTS
CD-102, CD-103
FILTER CLOTH
EMBED FILTER
CLOTH INTO
GROUND, 8" MIN
1' -8
1'
-4
3'-0" MIN STEEL OR
WOODEN FENCE POST
UNDISTURBED
GROUND
OVERLAND FLOW
PURPOSE:
1. THE PURPOSE OF A DEWATERING BAG IS TO COLLECT SEDIMENT CONTAINED IN THE DISCHARGED
WATER, TO PREVENT THE SCOUR AND EROSION FROM WATER EXITING A PIPE AT HIGH VELOCITY, TO DEFUSE THE WATER OVER A WIDER AREA TO MINIMIZE EROSION AS THE WATER DRAINS AWAY, AND TO RETAIN OIL CONTAINED WITHIN EFFLUENT.
2. A DEWATERING BAG OR APPROVED EQUAL SHALL BE USED ANYTIME WATER IS PUMPED ON THE
SITE.
INSTALLATION AND USE:
1. PLACE DEWATERING BAG ON 3-INCH THICK LAYER OF WASHED #57 STONE ON THE GROUND OR ON
A TRAILER OVER A RELATIVELY LEVEL, STABILIZED AREA.
2. INSERT DISCHARGE PIPE A MINIMUM OF 5FT. INSIDE SEDCATCH DEWATERING BAG AND SECURE WITH A ROPE (INCLUDED) WRAPPED 6 TIMES AROUND THE SNOUT OVER A 6 INCH WIDTH OF THE
BAG.
3. REPLACE DEWATERING BAG WHEN HALF FULL OF SEDIMENT OR WHEN THE SEDIMENT HAS
REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL AMOUNT.
MAINTENANCE AND DISPOSAL:
1. REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT AWAY FROM WATERWAYS OR
ENVIRONMENTALLY SENSITIVE AREAS. SLIT OPEN SEDIMENT BAG AND REMOVE ACCUMULATED
SEDIMENT. DISPOSE OF BAG AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY OR AS
DIRECTED BY THE OWNER.
INSERT DISCHARGE
HOSE 5ft IN BAG
DEWATERING
BAG
PUMP
SUCTION HOSE
DISCHARGE
HOSE WRAP ROPE
6 TIMES
C2
CD-101
DEWATERING DETAIL
SCALE: NTS
CD-102, CD-103
SF
TP
A1
CD-101
INLET PROTECTION
SCALE: NTS
CD-102
1" REBAR FOR BAG
REMOVAL FROM INLET
OPTIONAL OVERFLOW
EXPANSION
RESTRAINT
SEDIMENT SACK
EXISTING DROP INLET
EXISTING DROP INLET GRATE
EXISTING DROP
INLET GRATE
DEPTH OF THE SEDIMENT SACK SHALL BE DETERMINED BY
THE DEPTH AND FLOW REQUIREMENTS OF THE DROP INLET
STRUCTURE AND THE MANUFACTURER'S
RECOMMENDATIONS.
THE SEDIMENT SACK SHALL BE MADE FROM A WOVEN
POLYPROPYLENE FABRIC WITH AN OIL ABSORBENT PILLOW
INSERT. WHERE A HIGH OIL CONTENT IN THE STORM
WATER SHALL OCCUR, AN OIL SEDIMENT SACK MADE
COMPLETELY OF AN OIL ABSORBTION MATERIAL WITH A
WOVEN PILLOW INSERT SHALL BE USED.
= DEPTH
OIL-ABSORBENT SEDIMENT SACK
SEDIMENT SACK SPECIFICATIONS
NOTE:
THE SEDIMENT SACK SHALL BE MANUFACTURED FROM A
WOVEN POLYPROPYLENE FABRIC THAT MEETS OR
EXCEEDS THE FOLLOWING SPECIFICATIONS.
PROPERTIES UNITS
GRAB TENSILE STRENGTH
GRAB TENSILE
ELONGATION PUNCTURE
MULLEN BURST
TRAPEZOID TEAR UV
RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
265 LBS
20 %
135 LBS
420 PSI
45 LBS
90 %
20 US SIEVE
200 GAL/MIN/SQ FT
1.5 SEC -1
SECTION A-A
3" MIN.
A
A
3'
CEA3
CD-101
CONSTRUCTION ENTRANCE
SCALE: NTS
CD-102
IP
SECTION B-B
B
B
' M
IN
' M
IN
70' MIN
' M
IN
EXISTING GROUND
POSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
VDOT #1
COARSE
AGGREGATE
EXISTING
PAVEMENT
WASHRACK
6'-7"
REINFORCED CONCRETE DRAIN SPACE
12' MIN
70' MIN 5:1 SLOPE
EXISTING
PAVEMENT
MOUNTABLE BERM
FIBER CLOTH
FILTER CLOTH
EXISTING GROUND
6" MIN
DUMP LOOPS
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
11/29/2023
INDEX: OF
CD-501
E R
O S
IO
N
C O
N
TR
O L
D E
TA
IL
S
24 70
D E
N D
U
W
X
X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X X
X
X X
O E
OE
OE
OE
OE OE OE
OE
OE
OE
O E
T CT
V
O E
O E
O E
O E
G G
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
X
X
X
X
UE
UE
FO
FO
FO
EO
I
TV
TV
TV
TV
27+00
28+00
29+00
30+00
31+00
32+00
CONCRETE WEIR
TOP: 13.75'
SEE DETAIL
N: 3,540,546.3 E: 12,089,308.0
ASPHALT
TRAIL
ASPHALT
TRAIL
OP
OP
OP
VDOT STD CG-12
CROSSWALK PAVEMENT MARKINGS
A3 C-501
A3 C-501
D1 C-300
STATION=28+30.40
OFFSET=-24.5
STATION=28+69.69
OFFSET=-24.6
DRAINAGE SWALE
DS-6
15" FES
SEE C-105
STATION=27+04.81
N: 3540650.6 E: 12089199.8
15 SY
RIPRAP
15 SY
RIPRAP
VDOT STD EC-1
MAIN CANAL
ALIGNMENT
2-15'X15'
TEMPORARY
CONSTRUCTION
EASEMENT
REMOVABLE
BOLLARD
REMOVABLE
BOLLARD
RELOCATED
GUY WIRE
A1 S-403
B-8A
A4 C-502
INFORMATIONAL
SIGN, TYP.
SEE NOTE 5
GARBAGE
CAN
D1 C-502
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
EM
FO
S
X
X
X
X
X
X
X X
X X
X X
X
SS
SS
OE OE
OE
OE
O E
O E
O E
O E
G G
G G
G G
G
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
EOI
X
X X
X
G G
U E
U E
UE
UE
UE
UE
UE
UE G
G G
FO
EO
I
EO
I
EOI
X X
X
33+00
34+00
35+00
36+00
37+00
38+00
39+00
OP
OP
18" FES
SEE C-106
BOARDWALK 1
VDOT CG-12
HANDICAP RAMP
CROSSWALK
PAVEMENT
MARKINGS
VDOT STD
CG-12
CROSSWALK
PAVEMENT
MARKINGS
ASPHALT
TRAIL
C1 S-406
A3 C-501
C1 C-402
STATION=37+00.06
N: 3539767.8
E: 12089659.3
STATION=39+00.12
N: 3539586.8
E: 12089744.6
VDOT
STD EC-1
17 SY
RIP RAP
17 SY
RIP RAP
16 SY
RIP RAP
16 SY
RIP RAP
MAIN CANAL
ALIGNMENT
REMOVABLE
BOLLARD
REMOVABLE
BOLLARD
REMOVABLE
BOLLARD
C1 S-406
B-11A
GARBAGE
CAN
A4 C-502
INFORMATIONAL
SIGN
SEE NOTE 5
BENCHA2
C-503
BENCHA2
C-503
SOLAR
LIGHT
B2 C-503
INFORMATIONAL
SIGN
SEE NOTE 5
INFORMATIONAL
SIGN, TYP.
SEE NOTE 5
GARBAGE
CAN
A4 C-502
D1 C-502
D1 C-502
C1 S-403
N
REFER TO SURVEY
NOTE #2 ON SHEET
G-002
30' 0' 30' 60'
SCALE: 1''=30'
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
KEY PLAN
11/29/2023
CANDLEWOOD DRIVE
M A
TC
H
L
IN
E S
E E
B E
LO
W
M A
TC
H
L
IN
E S
E E
C S
-1
M A
TC
H
L
IN
E S
E E
A B
O V
E M
A
TC
H L
IN
E
S E
E C
S -1
C
AN
D
LEW
O O
D D
R
IVE
SU
N
N
YSID
E D R
IVE
W
EST W
EAVER
R
O
AD
MANCHESTER DRIVE
EXISTING SHORELINE RIPRAP
APPROXIMATE EDGE OF WATER
TOE OF SLOPE
TOP OF BANK
PROPERTY LINE
EXISTING TREE
SURVEY DOCUMENT/BENCHMARK
EXISTING 1' CONTOURS
STORM DRAINS
DIRECTION OF FLOW
EASEMENT LINE
SS SANITARY SEWER
C COMMUNICATIONS
LEGEND
W WATER LINE
X FENCE
NG NATURAL GAS
OP OUTLET PROTECTION SEE C4/C-501
RIPRAP
INDEX: OF
CS-103
S
IT
E P
LA
N
S
H E
E T
O
F
27 70
B-# BORING LOCATION
C3 C-503
C4 C-502
GARBAGE CAN, SEE
INFORMATIONAL SIGN, SEE
Z
O
N
Z
O
N
E
L
Z
O
Z
O
Z
O
Z
O
N
E
Z
O
NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES, EROSION CONTROL
NOTES, AND LEGEND.
2. STAKE OUT BASELINE PRIOR TO STARTING CONSTRUCTION
3. SEE C-105 & C-106 FOR GRADING AND DRAINAGE WORK IN THIS
AREA
4. SEE B-601 TO B-605 FOR BORING LOGS.
5. SIGN TO STATE "PARK CLOSED DUSK TO DAWN" AND SHALL BE IN
ACCORDANCE WITH R9-V1 FROM VIRGINIA SUPPLEMENT TO 2009
MUTCD.
6. ALL OF PROJECT SITE IS LOCATED IN THE CBPD IDA UNLESS
OTHERWISE NOTED.
7. AREAS INDICATED AS "ZONE X," "ZONE AE," "ZONE X-500" ARE
BASED ON THE FLOOD AREAS DESIGNATED AS IN THE FEMA
F.I.R.M. MAPS 5155270016H AND 5155270023H DATED MAY 16, 2016.
D E
N D
U
W
B
4+00
5+00
5+40
1+00
2+ 00 3+00
4+00
5+00
6+00
DRAINAGE SWALE
DS-1
SEE SHEET C-203
FOR PROFILE
CONCRETE WEIR 1
TOP: 13.25'
SEE DETAIL
N: 3,542,907.2 E: 12,088,236.0
RETAINING WALL
WITH HANDRAIL
RETAINING WALL
WITH HANDRAIL
D1 C-300
15" FES
VDOT STD EC-1 15" FES
VDOT STD EC-1
24" FES
VDOT STD EC-1
INV=8.8
8 LF - 24" RCP @ 2%
VDOT STD DI-1
RIM=13.00
INV=9.00
SLOPE PROTECTION
SEE NOTE 6
A1 C-501
13 12 11 10 9 8 7
891011 12 13
8910111213 14
7 8 9 10 11 12 1314 1516171514 16
EX 30" WATERLINE
50' DRAINAGE EASEMENT
PROPOSED GRADING (TYP.)
EXISTING GRADING (TYP.)
20' EXIST MAINTENANCE PATH
PROPERTY LINE (TYP)
PROPERTY LINE (TYP)
EX 30" WATERLINE EX 30" WATERLINE
EX 30" WATERLINE EX 30" WATERLINE
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
KEY PLAN
11/29/2023
N
REFER TO SURVEY
NOTE #2 ON SHEET
G-002
30' 0' 30' 60'
SCALE: 1''=30'
MAIN CANAL
ALIGNMENT
M A
TC
H
L
IN
E S
E E
C -1
MATCH LINE SEE C-111
A
LB
A N
Y D
R
IV
E BIG BETHEL ROAD
NOTES
1. SEE G-002 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
2. DISTURBED GROUND SHALL BE GRADED AND PLANTED AS
APPROVED BY THE OWNER.
3. ALL DISTURBED UPLAND AREAS SHALL BE REGRADED AND
RESTORED TO PRE PROJECT CONDITION AS APPROVED BY THE
OWNER.
4. SEE SHEET C-201-C-202 FOR BIG BETHEL BLUEWAY PROFILE.
5. CONTRACTOR SHALL LOCATE AND/OR FLAG PIPES PRIOR TO
START OF GRADING.
6. ALL SLOPES 3H:1V AND GREATER SHALL BE STABILIZED AS
INDICATED.
EXISTING SHORELINE RIPRAP
APPROXIMATE EDGE OF WATER
TOE OF SLOPE
TOP OF BANK
PROPERTY LINE
EXISTING TREE
SURVEY DOCUMENT/BENCHMARK
EXISTING 1' CONTOURS
STORM DRAINS
DIRECTION OF FLOW
EASEMENT LINE
SS SANITARY SEWER
C COMMUNICATIONS
OP OUTLET PROTECTION SEE
DETAIL C4 ON SHEET C-501
LEGEND
W WATER LINE
X FENCE
PROPOSED 1' CONTOURS
NG NATURAL GAS
20' 0' 20' 40'
SCALE: 1''=20'
INDEX: OF
C-101
G R
A D
IN
G
P
LA
N
S H
E E
T
O F
30 70
D E
N D
U
W
B
33+00
34+00
35+00
36+00
37+00
38+00
39+00
18" FES
VDOT STD EC-1
C1 C-402 C1
C-402
STABILIZATION
BLANKET
SEE NOTE 6
C1 C-501
STABILIZATION
BLANKET
SEE NOTE 6
C1 C-501
STABILIZATON
BLANKET
SEE NOTE 6
C1 C-501
111213
10 9 8 7 6 5
10 9 8 7 6 5 4
13 12 11 10 9 8 7
20' EXIST MAINTENANCE PATH
PROPERTY LINE (TYP)
PROPERTY
LINE (TYP)
PROPOSED GRADING (TYP.)
EXISTING
GRADING (TYP.)
EX 30" WATERLINE EX 30" WATERLINE
EX 30" WATERLINE
EX 30" WATERLINE
EX 30" WATERLINE
N
REFER TO SURVEY
NOTE #2 ON SHEET
G-002
30' 0' 30' 60'
SCALE: 1''=30'
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
KEY PLAN
11/29/2023
NOTES
1. SEE G-002 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
2. DISTURBED GROUND SHALL BE GRADED AND PLANTED AS
APPROVED BY THE OWNER.
3. ALL DISTURBED UPLAND AREAS SHALL BE REGRADED AND
RESTORED TO PRE PROJECT CONDITION AS APPROVED BY THE
OWNER.
4. SEE SHEET C-201-C-202 FOR BIG BETHEL BLUEWAY PROFILE.
5. CONTRACTOR SHALL LOCATE AND/OR FLAG PIPES PRIOR TO
START OF GRADING.
6. ALL SLOPES 3H:1V AND GREATER SHALL BE STABILIZED AS
INDICATED.
EXISTING SHORELINE RIPRAP
APPROXIMATE EDGE OF WATER
TOE OF SLOPE
TOP OF BANK
PROPERTY LINE
EXISTING TREE
SURVEY DOCUMENT/BENCHMARK
EXISTING 1' CONTOURS
STORM DRAINS
DIRECTION OF FLOW
EASEMENT LINE
SS SANITARY SEWER
C COMMUNICATIONS
OP OUTLET PROTECTION SEE
DETAIL C4 ON SHEET C-501
LEGEND
W WATER LINE
X FENCE
PROPOSED 1' CONTOURS
NG NATURAL GAS
M A
TC
H
L
IN
E S
E E
C -1
M A
TC
H
L
IN
E S
E E
C -1
MAIN CANAL
ALIGNMENT
CONTROL STRUCTURE 2
TOP=9.50
SEE SHEET C-402
SEE DETAIL A1 ON C-300
S U
N N
Y S
ID
E
D R
IV
E
W E
S T W
E A
V E
R R
O A
D
MANCHESTER DRIVE
20' 0' 20' 40'
SCALE: 1''=20'
INDEX: OF
C-106
G R
A D
IN
G
P
LA
N
S H
E E
T
O F
35 70
D E
N D
U
W
B
4.0'2.0'
VARIES
2.5'4.0'2.5'
1:1
1:1
1:1
2:1
3.0'10.0'
VARIES
SEE PLAN
CONCRETE WEIR
VDOT DI-1 STRUCTURE
LOW PERMEABILITY FILL
SEE PLAN FOR RIM OF WEIR
STRUCTURE
EASEMENT
EXTENTS
INDEX: OF
C-300
TY
P
IC
A
L S
E C
TI
O
N S
D
E
TA
IL
S
45 70
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
11/29/2023
LEGEND
EXISTING SURFACE
PROPOSED SURFACE
FLOW
EXISTING PIPE
AT CONTROL STRUCTURE 1, INV=6.14
AT CONTROL STRUCTURE 2, INV=4.06
AT CONTROL STRUCTURE 3, INV=1.76
EXISTING
ROADWAY
BLUEWAY PROPOSED
GRADING (SEE PLAN FOR
ACTUAL GRADING)
BLUEWAY EXISTING GROUND
EXISTING SURFACE
DRAINAGE SWALE
SEE SECTION B1
OR D1 FOR
TYPICAL SECTION
CONCRETE WEIR WITH TRASH
RACK. SEE DETAIL D1 THIS SHEET
15'-12" HDPE
@ 0.50%
EC-1 TYPE A OUTFALL
PROTECTION
C1 TYPICAL SECTION - DRAINAGE SWALE AT MAIN CANAL
SCALE: NTS
A1 CONTROL STRUCTURE TYPICAL DETAIL
SCALE: NTS
D1 TYPICAL SECTION - CONCRETE WEIR
SCALE: NTS
D3 TYPICAL SECTION - MAIN CANAL
SCALE: NTS
ASPHALT PATH
NOTE: NUMBER OF PLANTING STEPS IS
BASED ON HEIGHT AND WIDTH OF CANAL
ALONG ITS LENGTH. SIDE SLOPE WILL BE 2:1
DOWN TO CANAL BOTTOM WHEN CHANGE IN
HEIGHT IS GREATER THAN 2.5 FEET AND
ADDITIONAL PLANTING STEPS WILL NOT FIT
GEOMETRICALLY.
CANAL BOTTOM
PLANTING
STEP
ASPHALT PATH
FINAL GRADE
CONCRETE WEIR WITH TRASH
RACK. SEE DETAIL D1 THIS SHEET
FINAL GRADE
6" DUCTILE IRON PIPE
AT CONTROL STRUCTURE 1 INV=6.40
AT CONTROL STRUCTURE 2 INV=4.25
AT CONTROL STRUCTURE 3 INV=2.00
TIP EL, SEE STRUCTURAL
CONC FASCIA
SEE STRUCTURAL
3"
FINAL GRADE 2%
SEE STRUCTURAL
DWGS
FINAL GRADE24
SEE PLAN SEE PLAN
VDOT CLASS A1
RIP RAP VDOT CLASS A1
RIP RAPGEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
TOP OF CONTROL STRUCTURE
AT CONTROL STRUCTURE 1 EL=11.50
AT CONTROL STRUCTURE 2 EL=9.50
AT CONTROL STRUCTURE 3 EL=6.75
15'-12" HDPE
@ 0.50%
6"x6" TEE
6" DOMED
DRAIN COVER
D E
N D
U
W
X X X X X X X X X X X X X X X X X X
X
XXX
X
X
X
XXXXXXXXXXXXXX XXXX
SS
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
OE
O E
O E
G G G G G G G G G G G G G G G G G G G
WET
WET
WETWET
EOI
W W
W
W W W W W W W W W W W W W W W W W W
EOI
U E
U E
U E
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
G G G G
G G
G G
G
FOEO
I
EOI
33+00
34+00
35+00
N
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
KEY PLAN
11/29/2023
NOTES
1. SEE G-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
2. DISTURBED GROUND SHALL BE GRADED AND PLANTED AS
APPROVED BY THE OWNER.
3. ALL DISTURBED UPLAND AREAS SHALL BE REGRADED AND
RESTORED TO PRE PROJECT CONDITION AS APPROVED BY THE
OWNER.
4. SEE SHEETS C-201 - C202 FOR BIG BETHEL BLUEWAY PROFILE.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL OF
WATER THROUGHOUT CONSTRUCTION INCLUDING WHEN
CONTROL STRUCTURES ARE INSTALLED. AT NO TIME SHALL
ELEVATION OF WATER IN THE BLUEWAY CANAL NORTH OF
CONTROL STRUCTURE 2 AND SOUTH OF CONTROL STRUCTURE 1
EXCEED +9.50 NAVD88.
6. CONTOURS ARE NOT SHOWN FOR CLARITY.
EXISTING SHORELINE RIPRAP
APPROXIMATE EDGE OF WATER
TOE OF SLOPE
TOP OF BANK
PROPERTY LINE
EXISTING TREE
SURVEY DOCUMENT/BENCHMARK
STORM DRAINS
DIRECTION OF FLOW
EASEMENT LINE
SS SANITARY SEWER
C COMMUNICATIONS
OP OUTLET PROTECTION PER SHEET C-501
LEGEND
W WATER LINE
X FENCE
NG NATURAL GAS
10' 0' 10' 20'
SCALE: 1''=10'
SCALE:1/2" = 1'-0"
ENLARGED PLAN - CONCRETE WEIR CONTROL STRUCTURE
C1
CONTROL STRUCTURE 2
CONCRETE WEIR L =102'
TOP = 9.50
INV (6"ORIFICE) = 4.00
SEE STRUCTURAL DRAWINGS
10 LF - 6" DI @ 2.0%
INV(IN) = 4,25
INV(OUT) = 4.05
INDEX: OF
C-402
E N
LA
R
G E
D P
LA
N
S
S H
E E
T
O F
47 70
D E
N D
U
W
B
A
SECTION B-B
SECTION A-A
2" VDOT STD.
SM-9.5A
6" VDOT STD. #21B
AGGREGATE
3" TOPSOIL, SEED,
FERTILIZE, AND
MULCH, TYP
FILL MATERIAL,
AS REQUIRED
10'-0"3'-0" 4'-0"
MIN
0.5":1' 2%
RIP-RAP FILTER
CLOTH BEDDING
D
D
M
IN
H VARIES
RIP-RAP FILTER
CLOTH BEDDING
NOTE: EROSION CONTROL STONE SHALL BE INSTALLED
IN ACCORDANCE WITH VDOT STANDARD EC-1.
ALL RIP-RAP SHALL BE VDOT STANDARD CLASS A1
NOTE:
RIP RAP FILTER CLOTH BEDDING TO BE
INSTALLED UNDER ALL EROSION CONTROL STONE
IN ACCORDANCE WITH VDOT SPECIFICATIONS
L=12'
6"
18"
18"
X X
EXISTING PIPE
W 1 = xW
W 2 = xD
EXISTING
GROUND
(6 ' M
IN
SEE PLAN FOR
BLUEWAY GRADING
2% MIN
PROPERTY LINE
W2
W1
FILTER FABRIC
C4
CS-101
DETAIL - VDOT EC-1 (OP)
SCALE: NTS
CS-102, CS-103,
CS-104, CS-105
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
11/29/2023
C1 DETAIL - SOIL STABILIZATION BLANKET
SCALE: NTS
NOTES:
1. SOIL STABILIZATION BLANKET SHALL BE IN ACCORDANCE WITH VESCH STD & SPEC 3.36, TREATMENT TYPE 1. AND BE
A DEGRADABLE TYPE STABILIZATION.
2. PLACE SOIL STABILIZATION BLANKET ON ALL SLOPES 3:1 OR STEEPER WHERE INDICATED THAT ARE TO BE PLANTED
INDEX: OF
C-501
S
IT
E D
E
TA
IL
S
S
H E
E T
O
F
48 70
A3
CS-101
SECTION - ASPHALT TRAIL
SCALE: NTS
CS-102, CS-103,
CS-104, CS-105
A1 DETAIL - SLOPE PROTECTION
SCALE: NTS
TOE OF SLOPE
(TOS) TRENCH
ANCHOR ON HORIZONTAL
SPACING PER ANCHOR/PIN
SCHEDULE WITH PINS OF 12"
CENTERS
CREST OF SLOPE
(COS) TRENCH
ANCHOR ON HORIZONTAL
SPACING PER ANCHOR/PIN
SCHEDULE WITH PINS OF 12"
CENTERS
OR APPROVED
EQUAL SLOPE
PROTECTION
OR APPROVED
EQUAL SLOPE
PROTECTION
OR APPROVED
EQUAL SLOPE
PROTECTION
NOTES:
1. SLOPE PROTECTION SHALL BE
ANCHORED AND INSTALLED IN
ACCORDANCE WITH
MANUFACTURER'S
RECOMMENDATIONS.
2. PLACE SLOPE PROTECTION ON ALL
SLOPES 3:1 OR STEEPER WHERE
INDICATED THAT ARE TO BE
PLANTED.
D E
N D
U
W
℄ SHEET PILE &
CONC CAP
3'-0" OR 3'-3"
SHEET PILE
BULKHEAD
C1 SECTION - BULKHEAD CAP
SCALE: 1 1/2" = 1'-0"
S-502 S-501
WATERSIDE
4-#6 CONT
4-#6 CONT
2-#6 EF CONT
#5 @ 12" OC
3"
CLR, TYP
EL, SEE CIVIL SHEETS
2' -0
FACE OF SHEET PILE
BURN HOLES IN SHEETS1" CLR
MIN
1% SLOPE
9"
C O
N C
C A
P
V-GROOVE ONLY ON
ALL SIDES OF CONC
CAP
C3 PLAN - CONTROL JOINT
SCALE: 1 1/2"=1'-0"
S-402, S-403, S-404 S-401
REINFORCING STEEL,
TYP, STOP ALTERNATE
BARS BACK 1" FROM ℄
WATERSIDE
3/4"
TYP
3/4"
LANDSIDE
C4 S-503
℄ CONTROL JOINT
C4 SECTION - CONTROL JOINT
SCALE: 3"=1'-0"S-503
CONC CAP
3/4"
3/4"
TYP
V-GROOVE
SEALANT 2:1 ASPECT RATIO
BACKER ROD
1 1/2" 1/4"
5'-0" MAX
CONCRETE CAP
6"
5/8"Ø SS HILTI HY 200
MAX ADHESIVE ANCHOR
W/ 6" EMBED, TYP
CONCRETE
CAP
6"
A3 S-503
A1 S-501
ELEVATION - RAILING AT OVERLOOK BULKHEAD
SCALE: 1"=1'-0"
A3 S-503
SECTION - RAILING POST
SCALE: 1"=1'-0"
3" CHAMFER
NOTES:
1. WIRE FENCE (LEGI FENCING) SHALL BE GALVANIZED.
2. WIRES IN HORIZONTAL DIRECTION SHALL BE 2 - 8mm/0.31"Ø AND VERTICAL
DIRECTION SHALL BE 1 - 6mm/0.24"Ø.
6"
5/8"Ø THRU
BOLTS, TYP
9"
A4 S-401
CONNECTION AT CORNERS
SCALE: 1"=1'-0"
SECTION - TWO POST
3' -1
0"
3 - #10 SCREWS, 3" LONG
GALVANIZED 2x8 DOUBLE WIRE
MESH, INSTALL W/ HORZ WIRES
PARALLEL TO WALKING SURFACE
2"Ø TOP RAIL GALV
(2.375" O.D.)
4" 3'
-6 " T
O P
O F
R A
IL
3' -1
0"
1/
2" 1"
6x6 TIMBER POST
VERT WIRES
1 - 6mm/0.225" DIA @ 2"±
HORZ WIRES
2 - 7.2mm/0.303" DIA @ 8"±
2 HOLE (GALV) STRAP W/
2 - 1/4" (GALV) LAG SCREWS (TYP)
2x4 TIMBER
1" CHAMFER (TYP)2"Ø TOP RAIL
GALV (2.375" O.D.)
3 3/4"
CLR MAX
8"
2 - 6x6 TIMBER POSTS
5/8"Ø THRU
BOLTS, TYP
NOTE:
FOR DETAILS NOT
SHOWN, SEE A3
S-503
OPENING 30mm x 20mm, TYP
2x4, TYP
6x6 TIMBER
POST, TYP
6"
SPACERS OR BEVELLED
WASHERS MAY BE USED IF REQ'D
A4 S-506
TOP AND BOTTOM EDGES OF PANELS SHALL
BE SMOOTH TO THE TOUCH, FREE OF SHARP
CUTS, BURRS, AND EDGES THAT COULD
CAUSE LACERATIONS AND SIMILAR INJURIES
0'-6" 0'-0'' 3" 6"
SCALE: 3"=1'-0''
1'-0" 0'-0'' 1'-0" 2'-0"
SCALE: 1"=1'-0''
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
INDEX: OF
S-503
R E
TA
IN
IN
G
W A
LL
D
E
TA
IL
S
S H
E E
T
O F
66 70
1'-0" 0'-0'' 6" 1'-0"
SCALE: 1 1/2"=1'-0''
D E
N D
U
W
B E
4" 3'
-6 " T
O P
O F
R A
IL
3' -1
0"
2' -8
P
LA
N
K
1/ 2"
1"
6x6 TIMBER POST
VERT WIRES
1 - 6mm/0.225" DIA @ 2"±
HORZ WIRES
2 - 7.2mm/0.303" DIA @ 8"±
2 HOLE (GALV) STRAP W/
2 - 1/4" (GALV) LAG SCREWS (TYP)
2x4 TIMBER
1/2"Ø THRU-BOLTS
W/NUTS & WASHER
(TYP)
5 1/2"x7 1/4"x3/8"
PLATE (TYP)
2x6 TIMBER
DECKING (TYP)
/4
1" CHAMFER (TYP)2"Ø TOP RAIL
GALV (2.375" O.D.) 3 3/4"
CLR MAX
STRINGER
3x8x1'-0" LG
TIMBER BLOCKING
2" CHAMFER
B4 S-506
HANDRAIL SECTION
SCALE: 1"=1'-0"
B3 S-506
L 4x3x3/8x7 1/4" LG
3x8 TIMBER FASCIA
BENT CAP
1/2"Ø THRU-BOLTS W/
NUT & WASHER (TYP)
DECKING
℄ PILE & BENT
1'-0"
2"
4"
2" STRINGER
2 1/2"x1/8" THICK
TWISTED PLATE
TIE-DOWN
3"
2"
D4 S-406
END SECTION
SCALE: 1"=1'-0"
S-407
6" M
IN
(T
Y P
3x8 TIMBER INTERIOR
STRINGER, (TYP)
DBL TIMBER
BENT CAP BELOW (TYP)
3x8 TIMBER
EDGE STRINGER
1' -1
M
IN
TY
P
3x8 TIMBER SPLICE
BLOCK, (TYP)
THRU BOLT (TYP)
B
E N
T C
A P
1/2"Ø THRU-BOLT
W/ NUT & WASHER (TYP)
2 1/2"x1/8" THICK GALV
TWISTED PLATE TIE-DOWN (TYP)
TIMBER BENT CAPTIMBER PILE
1'-0"
℄ PILE
TIMBER INTERIOR
STRINGER, (TYP)
PARTIAL ENLARGED PLAN
SECTION A-A
2"
(TYP)
3"
(TYP)
℄ BOLT
℄ BOLT
3"
(TYP)
℄ BOLTS
℄ BOLT
℄ BOLT
2"
3"
A A
B
B
ELEVATION B-B
TIMBER PILE
TIMBER BENT
CAP (TYP)
TIMBER STRINGER (TYP)
TWISTED PLATE
TIE-DOWN (TYP)
1/2"Ø THRU BOLT (TYP)
THRU BOLT (TYP)
TWISTED PLATE
TIE-DOWN (TYP)
NOTES:
1. TIMBER DECKING NOT SHOWN FOR CLARITY.
2. PROVIDE 2x8 TIMBER BRIDGING AT PILE BENTS AND
MIDSPAN. ANCHOR BRIDGING TO STRINGERS WITH (3) SS
WOOD SCREWS EACH END.
A1 S-504
STRINGER CONNECTION DETAIL
NOT TO SCALE
2x8 TIMBER
BRIDGING (TYP),
SEE NOTE 2
SS SCREW (TYP)
TIMBER BRIDGING BEYOND
TIMBER BRIDGING
BEYOND (TYP)TIMBER
EDGE STRINGER
C3 S-504
ELEVATION
SCALE: 1/2"=1'-0"
B4 S-506
10'-0" MAX
(TYP)
10'-0" MAX
(TYP)
10'-0" MAX
(TYP)
TIMBER PILE (TYP)
4x12 BENT CAP (TYP)
3x8 SOLID
BLOCKING
(TYP)
5'-0" MAX
(TYP)
2x6 DECKING 3x8 JOIST (TYP)
3' -1
0"
2"Ø TOP RAIL
GALV (2.375" O.D.)
6x6 RAILING POST
GALVANIZED 2x8 DOUBLE WIRE
MESH, INSTALL W/ HORZ WIRES
PARALLEL TO WALKING SURFACE
TOP AND BOTTOM EDGES OF PANELS SHALL
BE SMOOTH TO THE TOUCH, FREE OF SHARP
CUTS, BURRS, AND EDGES THAT COULD
CAUSE LACERATIONS AND SIMILAR INJURIES
NOTES:
1. WIRE FENCE (LEGI FENCING) SHALL BE GALVANIZED.
2. WIRES IN HORIZONTAL DIRECTION SHALL BE 2 - 8mm/0.31"Ø AND VERTICAL
DIRECTION SHALL BE 1 - 6mm/0.24"Ø.
B3 S-506
HANDRAIL POST DETAIL
SCALE: 1"=1'-0"
A4 S-506
FINISHED DECK SURFACE
2"
1/
4"
4"(2) - 1/2"Ø BOLTS
WITH NUT. PROVIDE
1/2"Ø BOLT HOLES
5 1/2"x7 1/4"x3/8" PLATE
FRONT AND BACK
1' -3
1'
-4
3 - #10 SCREWS, 3" LONG
1"
2 HOLE (GALV) STRAP W/
2 - 1/4" (GALV) LAG SCREWS (TYP)
2x45"
A4 S-506
DETAIL
SCALE: 3"=1'-0"
2"Ø PIPE
1/2"± CLEAR
BETWEEN PIPES
MESH
HOLE DRILLED ALL THE
WAY THROUGH POST
1'-0" 0'-0'' 6" 1'-0"
SCALE: 1 1/2"=1'-0''
1'-0" 0'-0'' 1'-0" 2'-0"
SCALE: 1"=1'-0''
A
B
C
D
A
B
C
D
21 3 4 5
21 3 4 5
B
IG
B E
TH
E
L B
LU
E
W A
Y R
E S
IL
IE
N C
E
IN
FR
A
S
TR
U C
TU
R
E P
R O
JE
C
T
C
I T
Y
O
F
H
A M
P T
O N
V
A
INDEX: OF
S-506
B O
A R
D W
A
LK
D E
TA
IL
S
S H
E E
T
O F
69 70
2'-0" 0'-0'' 2'-0" 4'-0"
SCALE: 1/2"=1'-0''
D E
N D
U
W
B
| Sheets and Views |
| G-002-GENERAL NOTES LEGEND AND ABBREVIATIONS |
| CD-101 CIVIL DEMOLITION PLAN - SHEET 1 OF 6 |
| CD-102 CIVIL DEMOLITION PLAN - SHEET 2 OF 6 |
| CD-103 CIVIL DEMOLITION PLAN - SHEET 3 OF 6 |
| CD-501 EROSION CONTROL DETAILS |
| CS-103 SITE PLAN - SHEET 3 OF 5 |
| C-101 GRADING PLAN - SHEET 1 OF 11 |
| C-106 GRADING PLAN - SHEET 6 OF 11 |
| C-300 TYPICAL SECTIONS & DETAILS |
| C-402 ENLARGED PLANS - SHEET 2 OF 2 |
| C-501 SITE DETAILS - SHEET 1 OF 2 |
| S-503 RETAINING WALL DETAILS - SHEET 3 OF 3 |
| S-506 BOARDWALK DETAIL - SHEET 2 OF 2 |
File details come from the government source that posted it. Updated .