Plans - Coopers Electrical Upgrade.pdf
PDF 8 MB Posted
- Solicitation number
- CRFQ 0310 DNR2600000021 2
- Issued by
- Kanawha County, West Virginia
About this file
This is a construction document set prepared by Miller Engineering Inc. for the West Virginia Division of Natural Resources detailing Phase 1 of the Coopers Rock High Voltage Repairs project located at 61 County Line Drive, Bruceton Mills, West Virginia 26525. The project involves directional boring and conduit installation designed to upgrade high-voltage electrical infrastructure at the Coopers Rock site. The construction documents include a cover page and four detailed sheets (E401-E404) providing enlarged proposed bore plans with topographical cross-sections, bore location details, and line drawings. The project scope includes installation of a 6-inch SDR9 HDPE conduit using directional drilling and pullback methods to carry one 15kV concentric neutral cable with 133% EPR insulation, with a horizontal bore distance of approximately 2,069 feet between WVDNR Pole #8 (down pole) and WVDNR Pole #11 (up pole). Additional work includes construction of proposed 16-foot by 12-foot by 4-foot depth bore and receiving pits, installation of a spare 6-inch SDR9 HDPE conduit capped and labeled accordingly, and coordination with existing underground infrastructure including a 3-inch GRMC conduit installed prior to Interstate 68 construction. The project documents reference supplemental drawings for plan and profile views across multiple station ranges and were prepared as of April 21, 2026.
The construction documents do not contain explicit pricing information, contract award dates, response deadlines, or bidder meeting details. The documents serve as the technical design basis prepared by the consulting engineer and are designated as Construction Documents (status code C000) with Project Number 26002. The plans indicate coordination with existing right-of-way infrastructure along County Route 73/73 and Interstate 68, with specific GPS coordinates provided for pole locations and bore path waypoints. Miller Engineering Inc. maintains offices in both Pennsylvania and West Virginia to support project delivery and coordination.
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Text version
PA OFFICE:
429 LAUREL RUN ROAD
CARMICHAELS, PA 15320
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD.
MORGANTOWN, WV 26508
PH: (304) 291-2234
SHEET NAME:
MILLER ENGINEERING INC.
COPY RIGHT:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
BCM
SEAL:
CONSULTANT:
PROJECT NAME:
PROJECT OWNER:
PROJECT STATUS:
PROJECT NUMBER:
ORIGINAL PAGE SIZE: 22x34
C000
COVER PAGE
04-21-2026
TRT
BCM
26002
CONSTRUCTION
DOCUMENTS
WEST VIRGINIA
DIVISION OF
NATURAL
RESOURCES
COOPERS ROCK HIGH VOLTAGE REPAIRS
PHASE 1 - DIRECTIONAL BORING AND
CONDUIT INSTALLATION
N O
D
E S
C R
IP
T
IO
N
D A
T E
SHEET INDEX
Sheet Number Sheet Name
C000 COVER PAGE
E401 ENLARGED PROPOSED BORE - TOPO CROSS SECTION
E402 ENLARGED PROPOSED BORE - NO TOPOGRAPHY
E403 ENLARGED PROPOSED BORE - TOPOGRAPHY
E404 ENLARGED PROPOSED BORE LINE DRAWN
--- SUPPLEMENTAL INFORMATION
COOPERS ROCK HIGH VOLTAGE REPAIRS
PHASE 1 - DIRECTIONAL BORING AND CONDUIT
INSTALLATION
61 COUNTY LINE DR.
BRUCETON MILLS, WV 26525
PA OFFICE:
PO BOX 42
GARARDS FORT, PA 15334
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN ROAD
MORGANTOWN, WV 26508
PH: (304) 291-2234
NOTE: ORIGINAL DOCUMENTS ARE IN COLOR
39°39'30.63"N
79°47'14.23"W
#8 DN POLE
#11 UP POLE
39°39'26.24"N
79°47'14.24"W
' - 8
/1
E401
PROPOSED HORIZONTAL BORE
FOLLOWING EXISTING UNDERGROUND
CONDUIT RIGHT OF WAY.
2069' - 1 1/4"
WVDNR POLE #8
WVDNR POLE #11
APROX. INTERSTATE 68
COUNTY ROUTE 73/73
PROPOSED HORIZONTAL BORE FOLLOWING
EXISTING UNDERGROUND CONDUIT RIGHT OF WAY.
2027' - 9 5/16"
RIGHT OF WAY
CA RIGHT OF WAY FENCE
2040 WVDNR POLE #8 WVDNR POLE #11
PROPOSED HORIZONTAL BORE FOLLOWING
EXISTING UNDERGROUND CONDUIT RIGHT OF WAY.
COUNTY ROUTE 73/73
I68
RIGHT OF WAY
PA OFFICE:
429 LAUREL RUN ROAD
CARMICHAELS, PA 15320
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD.
MORGANTOWN, WV 26508
PH: (304) 291-2234
SHEET NAME:
MILLER ENGINEERING INC.
COPY RIGHT:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
BCM
SEAL:
CONSULTANT:
PROJECT NAME:
PROJECT OWNER:
PROJECT STATUS:
PROJECT NUMBER:
ORIGINAL PAGE SIZE: 22x34
E401
ENLARGED
PROPOSED BORE -
TOPO CROSS
SECTION
04-21-2026
BCM
BCM
26002
CONSTRUCTION
DOCUMENTS
WEST VIRGINIA
DIVISION OF
NATURAL
RESOURCES
COOPERS ROCK HIGH VOLTAGE REPAIRS
PHASE 1 - DIRECTIONAL BORING AND
CONDUIT INSTALLATION
1" = 40'-0"
A.1 ENLARGED PROPOSED BORE LOCATION
1" = 40'-0"
PROPOSED BORE CROSS SECTION - TOPO REF
1" = 40'-0"
PROPOSED BORE CROSS SECTION - ORIGINAL DRAWING REF
CA RIGHT OF WAY FENCE
N O
D
E S
C R
IP
T
IO
N
D A
T E
39°39'30.63"N
79°47'14.23"W
#8 DN POLE
#11 UP POLE
39°39'26.24"N
79°47'14.24"W
' - 8
/1
PROPOSED HORIZONTAL BORE
FOLLOWING EXISTING UNDERGROUND
CONDUIT ROUTING, AND RIGHT OF WAY.
PA OFFICE:
429 LAUREL RUN ROAD
CARMICHAELS, PA 15320
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD.
MORGANTOWN, WV 26508
PH: (304) 291-2234
SHEET NAME:
MILLER ENGINEERING INC.
COPY RIGHT:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
BCM
SEAL:
CONSULTANT:
PROJECT NAME:
PROJECT OWNER:
PROJECT STATUS:
PROJECT NUMBER:
ORIGINAL PAGE SIZE: 22x34
E402
ENLARGED
PROPOSED BORE -
NO TOPOGRAPHY
04-21-2026
BCM
BCM
26002
CONSTRUCTION
DOCUMENTS
WEST VIRGINIA
DIVISION OF
NATURAL
RESOURCES
COOPERS ROCK HIGH VOLTAGE REPAIRS
PHASE 1 - DIRECTIONAL BORING AND
CONDUIT INSTALLATION
1" = 40'-0"
A.1 ENLARGED PROPOSED BORE LOCATION (NO TOPO)
N O
D
E S
C R
IP
T
IO
N
D A
T
WVDNR POLE #8
WVDNR POLE #11
39°39'26.05"N 79°47'14.51"W
39°39'30.63"N
79°47'14.23"W
LAST TELEPHONE SPLICE
POST VISIBLE NORTH
39°39'26.80"N
79°47'17.50"W
39°39'31.00"N
79°47'21.20"W
39°39'29.23"N
UPHILL
DRAIN
OUTLET
79°47'11.31"W
NEW CND 3' SPACING
NEW CND 3' SPACING
PROPOSED 16' x 12' x 4' DEPTH RECEIVING PIT
PROPOSED 16' x 12' x 4' DEPTH BORE PIT
SOUTH DRAIN OUTLET
WVDNR COOPERS ROCK SF
WVDNR COOPERS ROCK SF
EXISTING 3" GRMC INSTALLED PRIOR
TO I68 CONSTRUCTION, SEE SECTION
846+50 ON ORIGINAL DOH SHEET 132
OF 173 FOR PROFILE AT CROSSING
SOUTH DRAIN INLET W/ HEADWALL
CA RIGHT OF WAY FENCE
EXISTING ROUTE 73/73 RIGHT OF WAY
CA RIGHT OF WAY
COUNTY ROUTE 73/73
COUNTY ROUTE 73/73
COUNTY ROUTE 73/73
I68 EAST
I68 WEST
ON-RAMP FROM COOPERS ROCK, I68 WEST
OFF-RAMP TO COOPERS ROCK, I68 EAST
6" SDR9 HDPE CONDUIT INSTALLED BY
DIRECTIONAL DRILLING AND PULLBACK METHOD,
WITH QTY(1) - 15KV CONCENTRIC NEUTRAL
CABLE, 133% EPR INSULATION
39°39'27.04"N
79°47'19.36"W
SOUTH DRAIN INLET W/ HEADWALL
39°39'26.58"N 79°47'20.16"W
39°39'26.07"N 79°47'18.83"W
39°39'26.20"N 79°47'16.72"W
39°39'26.33"N 79°47'14.92"W
39°39'26.27"N 79°47'13.88"W
39°39'26.49"N 79°47'11.04"W
39°39'26.32"N 79°47'8.71"W
39°39'26.78"N 79°47'5.14"W
COUNTY ROUTE 73/73 RIGHT OF WAY
UG TELEPONE SPLICE POST
LINE MARKER SOUTH
39°39'23.97"N 79°47'20.12"W
EXIT 15 (ORIG. RAMP 'C')
6" SDR9 HDPE CONDUIT INSTALLED BY DIRECTIONAL DRILLING
AND PULLBACK METHOD. CONDUIT IS TO BE CAPPED AND
LABELED "SPARE"
PA OFFICE:
429 LAUREL RUN ROAD
CARMICHAELS, PA 15320
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD.
MORGANTOWN, WV 26508
PH: (304) 291-2234
SHEET NAME:
MILLER ENGINEERING INC.
COPY RIGHT:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
BCM
SEAL:
CONSULTANT:
PROJECT NAME:
PROJECT OWNER:
PROJECT STATUS:
PROJECT NUMBER:
ORIGINAL PAGE SIZE: 22x34
E403
ENLARGED
PROPOSED BORE -
TOPOGRAPHY
04-21-2026
TRT
BCM
26002
CONSTRUCTION
DOCUMENTS
WEST VIRGINIA
DIVISION OF
NATURAL
RESOURCES
COOPERS ROCK HIGH VOLTAGE REPAIRS
PHASE 1 - DIRECTIONAL BORING AND
CONDUIT INSTALLATION
1" = 50'-0"
ENLARGED PROPOSED BORE LINE AND TOPO
N O
D
E S
C R
IP
T
IO
N
D A
T
WVDNR POLE #8
WVDNR POLE #11
39°39'26.05"N 79°47'14.51"W
39°39'30.63"N
79°47'14.23"W
LAST TELEPHONE SPLICE
POST VISIBLE NORTH
39°39'26.80"N
79°47'17.50"W
39°39'31.00"N
79°47'21.20"W
39°39'29.23"N
UPHILL
DRAIN
OUTLET
79°47'11.31"W
NEW CND 3' SPACING
NEW CND 3' SPACING
PROPOSED 16' x 12' x 4' DEPTH RECEIVING PIT
PROPOSED 16' x 12' x 4' DEPTH BORE PIT
SOUTH DRAIN OUTLET
WVDNR COOPERS ROCK SF
WVDNR COOPERS ROCK SF
EXISTING 3" GRMC INSTALLED PRIOR
TO I68 CONSTRUCTION, SEE SECTION
846+50 ON ORIGINAL DOH SHEET 132
OF 173 FOR PROFILE AT CROSSING
SOUTH DRAIN INLET W/ HEADWALL
CA RIGHT OF WAY FENCE
EXISTING ROUTE 73/73 RIGHT OF WAY
CA RIGHT OF WAY
ROUTE 73/73
ROUTE 73/73
ROUTE 73/73
I68 EAST
I68 WEST
ON-RAMP FROM COOPERS ROCK, I68 WEST
OFF-RAMP TO COOPERS ROCK, I68 EAST
6" SDR9 HDPE CONDUIT INSTALLED BY
DIRECTIONAL DRILLING AND PULLBACK METHOD,
WITH QTY(1) - 15KV CONCENTRIC NEUTRAL
CABLE, 133% EPR INSULATION
39°39'27.04"N
79°47'19.36"W
SOUTH DRAIN INLET W/ HEADWALL
39°39'26.58"N 79°47'20.16"W
39°39'26.07"N 79°47'18.83"W
39°39'26.20"N 79°47'16.72"W
39°39'26.33"N 79°47'14.92"W
39°39'26.27"N 79°47'13.88"W
39°39'26.49"N 79°47'11.04"W
39°39'26.32"N 79°47'8.71"W
39°39'26.78"N 79°47'5.14"W
UG TELEPONE SPLICE POST
LINE MARKER SOUTH
39°39'23.97"N 79°47'20.12"W
EXIT 15 (ORIG. RAMP 'C')
6" SDR9 HDPE CONDUIT INSTALLED BY DIRECTIONAL DRILLING
AND PULLBACK METHOD. CONDUIT IS TO BE CAPPED AND
LABELED "SPARE"
MAINTENANCE PATHWAY
PA OFFICE:
429 LAUREL RUN ROAD
CARMICHAELS, PA 15320
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD.
MORGANTOWN, WV 26508
PH: (304) 291-2234
SHEET NAME:
MILLER ENGINEERING INC.
COPY RIGHT:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
BCM
SEAL:
CONSULTANT:
PROJECT NAME:
PROJECT OWNER:
PROJECT STATUS:
PROJECT NUMBER:
ORIGINAL PAGE SIZE: 22x34
E404
ENLARGED
PROPOSED BORE
LINE DRAWN
04-21-2026
TRT
BCM
26002
CONSTRUCTION
DOCUMENTS
WEST VIRGINIA
DIVISION OF
NATURAL
RESOURCES
COOPERS ROCK HIGH VOLTAGE REPAIRS
PHASE 1 - DIRECTIONAL BORING AND
CONDUIT INSTALLATION
1" = 50'-0"
ENLARGED PROPOSED BORE LINE NO TOPO
N O
D
E S
C R
IP
T
IO
N
D A
T
PA OFFICE:
429 LAUREL RUN ROAD
CARMICHAELS, PA 15320
PH: (724) 966-5655
WV OFFICE:
54 WEST RUN RD.
MORGANTOWN, WV 26508
PH: (304) 291-2234
SHEET NAME:
MILLER ENGINEERING INC.
COPY RIGHT:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
BCM
SEAL:
CONSULTANT:
PROJECT NAME:
PROJECT OWNER:
PROJECT STATUS:
PROJECT NUMBER:
ORIGINAL PAGE SIZE: 22x34
SUPPLEMENTAL
INFORMATION
04-21-2026
TRT
BCM
26002
CONSTRUCTION
DOCUMENTS
WEST VIRGINIA
DIVISION OF
NATURAL
RESOURCES
COOPERS ROCK HIGH VOLTAGE REPAIRS
PHASE 1 - DIRECTIONAL BORING AND
CONDUIT INSTALLATION
N O
D
E S
C R
IP
T
IO
N
D A
T E
SUPPLEMENTAL DRAWINGS TO INCLUDE:
-PLAN STA. 835+00 TO STA. 850+00
-PLAN STA. 850+00 TO STA. 105+00
-PLAN STA. 105+00 TO STA. 120+00
-PROFILE STA. 835+00 TO STA. 850+00
-PROFILE STA. 843+50 TO STA. 845+00
-PROFILE STA. 845+50 TO STA. 847+00
i
--C--------c------ - (l--
CA R/ W
Sta. 837,+ 00, 69 ' u . 10 218' Lt.
Bui ld 2 Bottom Oul let Dilch Select Rock Fi II Lining d • t.0'
Sta . B41+00, 70' Lt. lo Sla. 842+60 177' Lt Buil d 2 ' Bottom Outlet Ditch ' · Selt<:1 Rock Fill Llni'hg d •1.0'
Coop~rs Roclr l olri, Sta. 837+-00, 66' LI. Sta. 841+00, 67' Lt.
CW- 2C Wing wall F. L. Inv. 20 40. 2 Dig 2 ' Bollom Out ltl Ditch
CW-2 C Wing wa ll F.L. Inv, 2 044.3 Dig 2 Bollom Out
F.L. Inv. 6" Un erdroin = 20443
V
CD
Sta. 841+90 26 0 ' u .
Cnnst. C/Jec,l' Do#?
Detail Shi. 24
Sta. 841+00, t.2' Rt.
Type 'G' lnl tt Tap Inlet 2047 .0 F.L. Inv. 204 5.0
I I
Curve
P. I. Sta 840+90.13 /; •5 1°21' 09.4 " U.
/;c •46° 21' 09.4" De • 2° 00' R C • 2864.79' Tc = 1226.45' L e 2317.63' es = 2° 30'
---(l----- --c - -- - - --e------c---- --€- - ----c - - --- -C- - --- -G---- - -c----- - -c- - - -
837+00 300 Rt.
Sta. 837+00, 1.2' Rt.
Type ' G. lnlel Top Inlet 2045.0 F. L. Inv. 2041. 6
la. 837+00, 68'Rt.
Type 'G' Intel Tap Inlet 2045.5 F. L . Inv. 2043.0
Begin Class I Guar drail
Sto 84 2+-00 56 Rt. , 6° U.D.
F.L. Inv. 2047. 90
42+-00 210 ' Rt.
Sta. 8 ~+ 15. 00 .49'Rt.
Begin Romp 1C1
Beg in 5' Offsel Pave
S t a. 843+28, 12°30' R.F.S.
CW-2C Wingwall 135 Rt.
F.L. Inv. 2012.5
No. 5 Ls 250.00' Ts 1502.70'
LI• 166.68'
S.T. • 83.35'
Xe • 12 4. 99' Ye 0. 9 1 ' Es 314.88' S.E. 0.051°/, Tem . Eosm't ( Contro<:10, St'OII Mainta in C/JM"K Oo#?
During Construction )
IO
st
CD
Sta. 842+60 Lt. t o Sta . 850+15 u .
Build 4' Bottom Spec ial Ditch Select Rock Fi II Lining d 3.0'
Sto. 843+28, 12°30' R.F.S.
Type 'C 'Modifitd In let - 187 ' U.
Top Inlet 1993.5 F. L. Inv. 1984.3 See Detai I Sheet 24
Sta. 843+28 , 12"30' R.F.S .
320 -54 C.MP.
0.079"Thickness 1-10° Send 25'u.
Pipe Profile Shi. 60
Wooded Arto
Slo. 84 5+00, 1.2' RI Type 'G' In tel Tap I ntet 2050.0 F.L. Inv. 2048.0
,125' RI.
J' Bend 18.0
Sta.845+ 00
1-18" 25° CM
F.L. Inv. 20
""" Stoll ...,,.
Rtiod, Ch•.
F•o..-or Fltcol o,. .. Ptoj. No. Proj. No. v.., APD-463 w.vo. 4 1970 (1 4)
$lo. 850-1-00 8 C W-2C Wingw F.L. Inv. 2047.0
4'Lt.
oll
Sto . 850+00.~='-'-'"'-~ Type 'G ' Inlet Top Elev. 2061.0 F.L. Inv. 42" • 2055.6 F.L . Inv. 48" •2055.0
Bottom Special Ditch No Lin ing
Sia . 843+55 lo Sta . 848+ 75 Rt.
Bui ld 4 ' Bottom Spe c ial Dilch Sele<:1 Rock Fi ll Lining d • 2 .0 '
Sta . 848+75 Rt lo Sta. 852+75 RI.
Build 4 ' Bottom Specio I Ditch Se let! Rock Fill UninQ d• 1.0 '
I
Co, ...
MO"""IJOI io Preston
'"'" loto!_ ... Shult - 42 173"
0, 132' Rt. Sta.845+0
CW-2C W
f.L. Inv. 20 ingwoll 18.0
I---.
~ • .,lalo" N11l'l'lb•r
Shu t N 1,1«ibe1
R[\1'1$l 0N$ Oo1t ., PLAN STA. 835 +00 to ST~'._8 50 + 0 0 __
Curve No. 5
P. I. Sto 840+90.13 Ls 250.00' f:, • 51 ° 2 I ' 09.4'U Ts 1502.70 '
AC: 46° 21 ' 09.4' L.T 166.68'
Oe • Re
Tc .
Le
0s
2°00' S.T.
2864.79 ' Xe .
1226.45' Ye
2317.63 Es
2° 30' S.E . •
Sta . 842+60 to Sta. 850+15 Lt.
Build 4' Bottom Specia l Dit ch Select Rock Fill Lining d • 3.0'
Sto . 850+15 to Sto . B51r50 Lt.
Build 4 ' Bottom Specia l Di tch No Lining d z 1.0 '
83.35' 124.99'
0 .91 ' 314-88'
0 .051 7, Sto.851-!·50 End Closs I Guardrail 25 Approach End Turned ()Own
$to. 850 +00 , 84 U.
CW -2C Wingwoll F.L. Inv. 2047.0
Sta 853+30 ,BO' U .
Type 'G' Inlet Top Inlet 2073.5 F. L. Inv. 2071.0
IC)
IC)
(I)
Sto. 855+70 124' U.
Const. Conf , ollo r Join Ex .18 'R.CP.
F.L. Jnv. 2096.44
Sta. B55HO, 122' Lt.
1-18"25° C.M.P. Bend F.L. Inv. 2 096.4
Sta. 855+70, 90' Lt.
1- 18 "25 ° C.M.P. Bend F.L. Inv. 2081. 5
Sto. 855+70, 86'Lt Typ e 'G' Inle t
H.".,~~let i8~t~ Sto. 85-=-5.,.+_70.c..,......_ _ _ , Type ' G' Inlet Top Inlet 2085.5 F.L. Inv. 2 4 " 2079.1
-----1-..-- ------ T ____ ..,_->.~---+~
55+99.00
510. 851+&> 1.2 R1.
Type 'G' Inlet Top ln~t 2067.0 f'L. Inv. 2061.6
850+8 l.79, 74' Rt. • 54 +99.00
Sto.100+35, Type 'G1 Inlet Top Elev ~0904 f L. lov. 24' 20837 F. L. Inv. 4 2" 20822
Sta. 853+30 IZ4' Rt.
Type 'G' Inlet Top lnl et 2075.0 F.L. Inv. 2073.0 Curve
P.I . Sta. 11o+oao0
Sto. 100+35, 90'Lt.
Type 'G ' lnltt Top Inlet 2089.4 F.L. Inv ; 0 84.0
No. 6
Sta. 850+00 1.2' Rt.
Sta. 853+:30, 68' Rt.
Type 'G' Inlet Top Inlet 2075.5 F.L. lov. 18"2071.0 F.L. Inv. 2<>''2070.5
I
I I;, =40' 27' 33.6'Rt, t,,c = 26' 27' 33,6'
Ls = 400 .00' Ts = 804.67 '
LT. 266.87'
Type 'G' In let Top Inlet 2061.0 F. L. Inv. 42" 2055.6 F. L. Inv. 48"20550
Sta. 848+75 to Sto852+75 Rt.
Build 4' Bottom Special Ditch Select Rock Fill Lining d • 1.0'
Sta. 853+ :30,i.Z' Rt.
Type 'G' Intel Top Elev. 2074.5 R . Ins. 24' 2069.8 f.L. Inv. 42' 2 0 68.7
De= 3°3d S.T. • I 33.52'
Re = 1637.02' Xe I 99.90'
Tc 384.85' Ye = 4 .07'
Le 755.98' Es• 111.96' es = 7°00' S.E. • 0.08'/, ?ERM. ORAi¥.
cA5EMclYT
Romp•~ P. I. Sta 23+ 33.00 I;, • 6° 02' 41.6" D • 2°00' T • 151.26'
L • 302.24
S. E.•
RAMP".t.:'
JOI N 77 °57'368"E I02
2 14 -24 ' R.C.P.
· e -- -- - - G: - - - - - -e ---
--r -
Romp 'C'
P. I. Slo. 57+86.88 I;, = 5°26' 53.9" o • 2°odoo" T = 136.31' L • 272.42' SE. = 0.038½ (50 mph)
Note: Guardrail o n Exist. Rte 73 to be ~":1ti,t tt~Vi" Typical Section J_a•
,2~
103 104
R.C.P.
CURVE NO. 6
~-... . Vo.
Stat , °'" N o .
.J
:c
- fir-- ~ 0 ~ mo --C -----G------£- - --- e - -- -G
----e-_
Sta. 104+75 68'Rt.
Type 'G' Inlet Top Inl et 2107.5 F. L .lnv. 2 105.0
C--- - --r- Sto. 63+50,20°Rt.-e Type 'G ' Inlet Top Inlet 2114 .5 F.L. lnv.
Sta . 104+ 75 to Sta. 105+40 , ~ Build 6 ' Wide ' V ' 8oflom Paved Gutter Type 6, d • 0.6 '
~,,,1"on Shut NVfflber ~,1,.,rr,l)er
PLAN
.... .. .... Fi1HI I Co"nly SJ'lt t t Totol
Pq.No. Proj.Mo, Y, o, AP0- 483
Monon9
( 14) a Preston 44 173
.j
RC\, IS IOH S .,
STA. 850+00 to STA. 105-tOO
Sto.30+25Lt. Romp'A' to Sta 504+80 L t . Rte 73/12 Build 4' Bottom Spec,ol Oitch
Lining d ■ 1.0'
' J
.1 7+:501!5Lt.
Type 'G' Inlet , Top I n I et 212 LO F.L. In•. 18" 2115.3 F. L . ln•. 24"2114.8 i:;'//-
Sta. 504 +89.83 l Existing Rio 7 3 j
I;
·i-- -
G-Sto.-68+50 Rt. Romp 'C' to
Sto. 496+00Lt. Rte 73112 Build 4 ' BOilom Special Di ten Earth Lining
$lo. 496+50 End Class m
Sto. 111+50,84' Rt .
Typ e 'G' Inlet Top Elev. 213 2.5 F.L. Inv. 21 22.9
Curve
P. I. Ste 110 +08.08 /J. • 40° 27' 33.6" Rt.
/J.c=26°27' 33.6" De 3° 30' Re • 163 7.02' Tc • 38485' Le • 755.98'
7°00'
No. 6 Ls = Ts = L.T. •
SJ.
Xe Ye Es =
SE.•
400.00'
804.67 '
266.87 ' 133.52' 199.90'
4.07'
111. 96'
0.081/, Sto. lll+ oou. IQ Sto.118+00Lt.
Build 2' Bo ttom Payed Gutter Type 1 d •1.0'
Sto.110+85 Lt. to Sta. 115+60 LI.
8ui ld 6 ' Bottom Spec ial Dit ch S elect Rock Fill Lining d • 5.0
Sta. 115+60, 220 'Lt. Sto. I2 1+50, 102' Lt.
Bui ld 2 ' Bottom Specia l Ditch , Sel ect Roe k Fil I Lining d • I. 0
Reloc 73/12 Reloc 73/12 P.I. Slo 503+55.00 P. I. S ic 494+33.22
/J. = 78° 15° 00"Lt ti. 29•oo'od'u.
Sto 111+50 Rt. to Sto 114 + 75 Build 2' Bottom Pove d Gutter Type l d • l.0'
De 12°00' T 123.48' L 241.66' R • 477.46'
SE. • 0.0156 1/,
( 25 m.p.h.)
De 9°00' T 517. 83' () L 869.44 ' ) R 636.?2' ~•~ S.E. • 0.040/, ,y
(25 m.p.h) f tfc' ,.
Sta II 18°RF.S.
CW - C Wi ngwoll 222' L t.
F. L. n•. 2102.0
36' o f 5 ' Bottom Chor,nel SeleC1 Rock Fill Lining Pipe Inlet Contour Pion Sht. 63
~bl,, ~Ood, Sre1♦ Oiv No
W.Vo. 4
PLAN
S10 1, F"edtrol Fh c:oJ Co4,i -,1y
R-OJ No ~10J No. Yeor
APD-483 1970 Mononq01io ( 14 ) 8 Preston
Ramp 1 8 1
P.I. Slo. 33+18.57
ti. 22° 2d oo· R1.
D ~ 12°00' T • 94.25' L • 186.11' R • 477.46' S.E. • 0 .0156 'ti (40,np)I.)
Ramp ' B' P.I. Ste. 37+31.68 CJ. • 10° 01' 10.3" Lt.
D • 12°00' T • 41.85' L • 83.49 ' R • 477.46' SE. • 0.08'/, (40mph)
Ramp D
P. I. Ste. 75+ 52.90 /J. • 33°07'46.5"Rt.
D 7° 30' T • 227.23' L 441.72' R • 763.94' S.E. • 0.068'/, (40mph)
REV $ I O N S
s, ... To1G1 46 173
STA . 105+00 to STA. 120-+ 00 l
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| Sheets |
| --- - SUPPLEMENTAL INFORMATION |
| C000 - COVER PAGE |
| E401 - ENLARGED PROPOSED BORE - TOPO CROSS SECTION |
| E402 - ENLARGED PROPOSED BORE - NO TOPOGRAPHY |
| E403 - ENLARGED PROPOSED BORE - TOPOGRAPHY |
| E404 - ENLARGED PROPOSED BORE LINE DRAWN |
File details come from the government source that posted it. Updated .