PRELIMINARY PLANS INCOMPLETE PLANS · m c au le y na t han iel mcneill lee darrin yourell david...
1
LEGEND 100' 0' 100' 200' 50' UTILITY INFORMATION SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND ARE UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIAL DISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED IMPACTS AND DRIVEWAY TIES BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS. USING FINAL GROUND SURVEYS. DRIVEWAY LOCATIONS WILL ALSO DESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLE PRELIMINARY GROUND SURVEYS. DURING THE FINAL DESIGN STAGE, HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS AND LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS LEGEND 100' 0' 100' 200' 50' EXISTING RIGHT OF WAY BUILDINGS CEMETERY LAKES, RIVERS, STREAMS, AND PONDS PROPOSED RIGHT OF WAY PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY TO BE REMOVED PROPOSED FUTURE ROADWAY 0000 0000 PRESENT ADT FUTURE ADT PROPERTY LINES PROPOSED STRUCTURES, ISLAND, SIDEWALK, RAISED MEDIAN, CURB AND GUTTER EXISTING UTILITY EASEMENT AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING ROADWAY TRAFFIC SIGNAL EXISTING TRAFFIC SIGNAL PROPOSED EXISTING RIGHT OF WAY BUILDINGS CEMETERY LAKES, RIVERS, STREAMS, AND PONDS PROPOSED RIGHT OF WAY PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY TO BE REMOVED PROPOSED FUTURE ROADWAY 0000 0000 PRESENT ADT FUTURE ADT PROPERTY LINES PROPOSED STRUCTURES, ISLAND, SIDEWALK, RAISED MEDIAN, CURB AND GUTTER EXISTING UTILITY EASEMENT AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING ROADWAY TRAFFIC SIGNAL EXISTING TRAFFIC SIGNAL PROPOSED DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION NOTES: CONNECTIONS ALLOWED. CROSS-STREETS ARE GRADE-SEPERATED. NO PRIVATE DRIVEWAY A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO UTILITY INFORMATION SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND ARE UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIAL DISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED IMPACTS AND DRIVEWAY TIES BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS. USING FINAL GROUND SURVEYS. DRIVEWAY LOCATIONS WILL ALSO DESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLE PRELIMINARY GROUND SURVEYS. DURING THE FINAL DESIGN STAGE, HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS AND LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS NOTES: CONNECTIONS ALLOWED. CROSS-STREETS ARE GRADE-SEPERATED. NO PRIVATE DRIVEWAY A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO 10 + 00 10 + 00 M A T C H T O S HEET 2 10 + 0 0 PUBLIC MEETING MAP P U B L I C M EE T I NG M A P P U B L I C M E E T I NG M A P TIP NO. 46384.1.1 (U-5857) HOKE COUNTY HO K E C O U N T Y HO K E C OUN T Y APRIL 2019 A P R I L 2019 A P R I L 2019 T I P NO . 46384 . 1 . 1 ( U - 5857 ) T I P N O . 46384 . 1 . 1 ( U - 5 8 57 ) DESIGN DATA SCALE DESIGN DATA SCALE T O ( E A S T F I EL D D R. / W E S T F I EL D D R . ) F RO M S R 1 0 03 ( C A M D E N RD . ) RO C K F I S H RD . W I D E N I N G TO (EASTFIELD DR. / WESTFIELD DR.) FROM SR 1003 (CAMDEN RD.) ROCKFISH RD. WIDENING T O ( E A S T F I EL D D R . / W E S T F I EL D D R . ) F R O M S R 10 03 ( C A M D E N R D . ) R O C K F I S H R D . W I D E N I NG 6% = Max. Superelev. = 50 mph Design Speed Arterial = Functional Class. 6% = Max. Superelev. = 50 mph Design Speed Arterial = Functional Class. AERIAL DATA FLIGHT DATE: JANUARY 2017 FLIGHT #: M8091 AERIAL DATA FLIGHT DATE: JANUARY 2017 FLIGHT #: M8091 F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C F C C C C F F F F F C F F F C C C F F F F F F F C C F F C F C F C F C C F F ET UX CHARLES MORALES, JOHN S. CHARLESWORTH, ET UX , LLC METES & BOUND CO, INC. PARNELL OIL STRANGER, ET UX ROBERT N. AYCOCK JEFFERY PODLUSKY KRISTA YORK B. AMANDA M C AULE Y NA T HANI EL MCNEILL LEE DARRIN YOURELL DAVID SHOUSE RALPH ASBRA E. DUANE SHOEMAKER BRITTNEY JONES EARL PARTRICK MILLER A. KARMA BURKS R. ERNEST HOUS I NG O F S E C UT A R Y YA R B O R O UGH W I L L I A M THOMAS PATRICIA KITTLE SUE A. NE I GHB O R S M I C HA EL CRUDUP MARIO HAYNES MONICA HO US T O N R I C K Y ELIAS MATIAS IRAN BR E NNE M AN J O S HUA R . C OV I NGT ON TE R E S A A . MARLOWE WILLIAM T. HAIRSTON DOMINIQUE M. RICHARDSON TERRY J. JONES LASHANDICE BOWDEN N. GEOVANNA BRYMER MARY N. NELSON DANIEL R. FRUEHLING MICHAEL W. CARTRETTE TEANA YOUNG JAYNE WRIGHT F. THOMAS WRIGHT F. THOMAS BROOKS BLAKE W HI TT I NGT ON V . HO W A R D BOLTON DAVID A. BOLTON DAVID A. JAMES A. GUY A. GUY JAMES ET UX JACKSON, J. WELTON YOUNG AMBER D. NEWKIRK THOMAS N. JOHNSON JACONNIE N. W. BADER RICHARD JORDAN ERIC R. K. DOWNS BRANDON RODRIGUEZ SIMON E. CATALA GOTAY HECTOR L. YAMBAO FRANCIS REYES BRYAN HARWOOD MICHAEL A. HARBOUR,JR. WINSTON K. HOELL HENRY W. WILLIS JAMES C. BUNDY RONALD A. I. DAVIS BARBARA BURGOS ORTIZ GERARDO CAROL F. DURHAM KATHY MARIE FOWLER FOWLER KATHY MARIE RACHEL S. CLARK MILLER MARGERY WOOD DAVID WILLIAM BRUNNET JAMES JACOB VENTERS TODD RANDY LANE MALLERNEE MERRETTE S. GIBSON ALFRED J. KOZIK PLAYER COX SHIRLEY MERRETTE S. GIBSON FOX JR. ROBERT L. BUNDY LINDA G. KELCHNER JESSE SCOTT LINDA G.KELCHNER WILLIAMS KLYE ALFRED WILLIAMS KLYE ALFRED WRIGHT JR. DANIEL V. FOUNTAIN ERNEST J. FOUNTAIN ERNEST J. R I V E R A - O T E R O R O S E NDO BAREFOOT DEENIE J. J. G. HUGHES, INC. TANNER HENRIETTA GIBSON BOMMELE ROBERT P I S t a 15 + 70 . 40 D L= 617 . 72 ' T = 309 . 26 ' R = 4 , 990 . 00 ' P I S t a 12 + 15 . 57 D L= 335 . 52 ' T = 168 . 86 ' R = 1 , 200 . 00 ' -L- CURVE DATA P I S t a 63 + 32 . 08 D L= 637 . 04 ' T = 324 . 75 ' R = 1 , 330 . 00 ' -Y1- CURVE DATA -L- POT STA. 10+40.00 -L- PC Sta. 12+61.14 -L- PT Sta. 18+78.86 -Y1- POT Sta. 10+00.00 -Y1- PC Sta. 10+46.70 -Y1- PT Sta. 13+82.23 -Y1- POT Sta. 21+84.10 -L- PC Sta. 60+07.33 -L- PT Sta. 66+44.36 10 15 20 25 30 35 40 45 50 55 60 65 7 0 75 15 20 R O C K F I S H R D . C A M DE N R D. M Y R A R D. K E R NS T O W N R D. OV E R T ON R D. ET HEL AND DR . B ELLEB OYD D R . S T ON E W A LL S T . C HURC H R D. P I TT M AN GR OV E C OP P E R CR EE K D R . R O C K F I S H R D . J A C K S ON L N . N. C O PP E R C R EE K DR . - L - - Y 1 - TRAFFIC VOLUME DATA 2040 2019 CHURCH RD. PITTMAN GROVE RD. ROCKFISH RD. ROCKFISH 6,900 3,400 23,000 13,600 24,300 14,600 2,800 1,200 4,100 2,400 TRAFFIC VOLUME DATA 2040 2019 CAMDEN RD. RD. ROCKFISH RD. ROCKFISH 22,500 7,300 16,100 8,500 23,000 13,600 7,800 1,100 14,700 6,200 TRAFFIC VOLUME DATA 2040 2019 RD. ROCKFISH RD. ROCKFISH 16,300 7,600 16,100 8,500 MYRA RD. 400 220 200 110 600 330 TRAFFIC VOLUME DATA 2040 2019 RD. ROCKFISH RD. ROCKFISH 17,000 9,200 16,300 9,000 RD. KERNSTOWN 1,100 560 900 170 200 110 T O DAV I SBR I DG ER D . BEGIN PROJECT U-5857 GULL Y BR ANC H TRAFFIC VOLUME DATA 2040 2019 RD. ROCKFISH RD. ROCKFISH 17,000 9,100 CREEK DR. COPPER 300 120 17,100 9,200 200 110 100 100 - L - N A T U R A L GA S C P & L T R ANS M I SS I ON L I NE SHEET 1 OF 2 S H EET 1O F 2 S H E ET 1 O F 2
Transcript of PRELIMINARY PLANS INCOMPLETE PLANS · m c au le y na t han iel mcneill lee darrin yourell david...
LEGEND
100' 0' 100' 200'
50'
UTILITY INFORMATION
SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND AREUTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS,LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIALDISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS ISUTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHERTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED
IMPACTS AND DRIVEWAY TIES
BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS. USING FINAL GROUND SURVEYS. DRIVEWAY LOCATIONS WILL ALSODESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLEPRELIMINARY GROUND SURVEYS. DURING THE FINAL DESIGN STAGE,HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS ANDLIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS
LEGEND
100' 0' 100' 200'
50'
EXISTING RIGHT OF WAY
BUILDINGS
CEMETERY
LAKES, RIVERS, STREAMS, AND PONDS
PROPOSED RIGHT OF WAY
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY TO BE REMOVED
PROPOSED FUTURE ROADWAY
0000
0000 PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED STRUCTURES, ISLAND, SIDEWALK,
RAISED MEDIAN, CURB AND GUTTER
EXISTING UTILITY EASEMENT
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING ROADWAY
TRAFFIC SIGNALEXISTING
TRAFFIC SIGNALPROPOSED
EXISTING RIGHT OF WAY
BUILDINGS
CEMETERY
LAKES, RIVERS, STREAMS, AND PONDS
PROPOSED RIGHT OF WAY
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY TO BE REMOVED
PROPOSED FUTURE ROADWAY
0000
0000 PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED STRUCTURES, ISLAND, SIDEWALK,
RAISED MEDIAN, CURB AND GUTTER
EXISTING UTILITY EASEMENT
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING ROADWAY
TRAFFIC SIGNALEXISTING
TRAFFIC SIGNALPROPOSED
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
NOTES:
CONNECTIONS ALLOWED. CROSS-STREETS ARE GRADE-SEPERATED. NO PRIVATE DRIVEWAY A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALLFULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO
UTILITY INFORMATION
SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND AREUTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS,LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIALDISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS ISUTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHERTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED
IMPACTS AND DRIVEWAY TIES
BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS. USING FINAL GROUND SURVEYS. DRIVEWAY LOCATIONS WILL ALSODESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLEPRELIMINARY GROUND SURVEYS. DURING THE FINAL DESIGN STAGE,HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS ANDLIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS
NOTES:
CONNECTIONS ALLOWED. CROSS-STREETS ARE GRADE-SEPERATED. NO PRIVATE DRIVEWAY A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALLFULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO
10+
00
10+
00
MATC
H
TO
SH
EET 2
10+
00
PUBLIC MEETING MAP
PU
BLIC
ME
ETIN
G
MA
PP
UB
LIC
ME
ETIN
G
MA
P
TIP NO. 46384.1.1 (U-5857)
HOKE COUNTY
HO
KE
CO
UN
TY
HO
KE
CO
UN
TY
APRIL 2019
AP
RIL 2019
AP
RIL 2019
TIP
NO. 46384.1.1 (
U-5857) T
IP
NO. 4
6384.1.1 (U
-5857)
DESIGN DATA
SCALE
DESIGN DATA
SCALE
TO (E
AS
TFIE
LD
DR. / W
ES
TFIE
LD
DR.)
FR
OM
SR
1003 (C
AM
DE
N
RD.)
RO
CK
FIS
H
RD. W
ID
ENIN
G
TO (EASTFIELD DR. / WESTFIELD DR.)
FROM SR 1003 (CAMDEN RD.)
ROCKFISH RD. WIDENINGT
O (E
AS
TFIE
LD
DR. / W
ES
TFIE
LD
DR.)
FR
OM
SR
1003 (C
AM
DE
N
RD.)
RO
CK
FIS
H
RD.
WID
ENIN
G
6%=Max. Superelev.
= 50 mphDesign Speed
Arterial=Functional Class.
6%=Max. Superelev.
= 50 mphDesign Speed
Arterial=Functional Class.
AERIAL DATA
FLIGHT DATE: JANUARY 2017
FLIGHT #: M8091
AERIAL DATA
FLIGHT DATE: JANUARY 2017
FLIGHT #: M8091
FF
F
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
FF
F
F
C
C
C
C
C
C
C
C
C
F
C
C
C
C
F
F
F
F
F
C
F
F
F
C
C
C
F
F
F
FF
F
F
C
C
F
FC
FC
F
C
F
C
CF F
ET UXCHARLES MORALES,
JOHN S. CHARLESWORTH, ET UX
, LLCMETES & BOUND
CO, INC.PARNELL OIL
STRANGER, ET UXROBERT N.
AYCOCKJEFFERY
PODLUSKYKRISTA
YORKB.
AMANDA
M
CA
ULE
YN
ATH
ANIE
L
MCNEILLLEE
DARRIN
YOURELLDAVID SHOUSE
RALPH
ASBRAE.
DUANE
SHOEMAKERBRITTNEY
JONESEARL
PARTRICK
MILLERA.
KARMA
BURKSR.
ERNEST
HO
USIN
GO
F
SEC
UTA
RY
YA
RB
OR
OU
GH
WIL
LIA
M
THOMASPATRICIA
KITTLESUE A.
NEIG
HB
ORS
MIC
HA
EL
CRUDUPMARIO
HAYNESMONICA
HO
USTO
N
RIC
KY
ELIASMATIAS
IRAN
BRE
NN
EM
AN
JOS
HU
A
R.
CO
VIN
GTO
N
TERES
A
A.
MARLOWEWILLIAM T.
HAIRSTONDOMINIQUE M.
RICHARDSONTERRY J.
JONESLASHANDICE
BOWDENN.
GEOVANNA
BRYMERMARY N.
NELSONDANIEL R.
FRUEHLINGMICHAEL W.
CARTRETTETEANA
YOUNGJAYNE
WRIGHTF.
THOMAS
WRIGHTF.
THOMAS
BROOKSBLAKE
WHIT
TIN
GTO
N
V.
HO
WA
RD
BOLTONDAVID A. BOLTON
DAVID A.
JAMES A. GUY
A. GUYJAMES
ET UXJACKSON,
J. WELTON
YOUNGAMBER D.
NEWKIRKTHOMAS N.
JOHNSONJACONNIE N.
W. BADERRICHARD
JORDANERIC R.
K. DOWNSBRANDON RODRIGUEZ
SIMON E.
CATALAGOTAY
HECTOR L.
YAMBAOFRANCIS
REYESBRYAN
HARWOODMICHAEL A.
HARBOUR,JR.WINSTON K. HOELL
HENRY W. WILLISJAMES C.
BUNDYRONALD A.
I. DAVISBARBARA
BURGOSORTIZ
GERARDO
CAROL F. DURHAM
KATHY MARIE FOWLER
FOWLERKATHY MARIE
RACHEL S. CLARK
MILLERMARGERY
WOODDAVID
WILLIAM
BRUNNETJAMES JACOB
VENTERSTODDRANDY
LANEMALLERNEE
MERRETTE S. GIBSON
ALFRED J. KOZIK
PLAYERCOX
SHIRLEY
MERRETTE S. GIBSON
FOX JR.ROBERT L.
BUNDY LINDA G.
KELCHNER
JESSE SCOTT
LINDA G.KELCHNER
WILLIAMSKLYE ALFRED
WILLIAMSKLYE ALFRED
WRIGHT JR.DANIEL V.
FOUNTAINERNEST J.
FOUNTAINERNEST J.
RIV
ER
A-O
TER
O
RO
SE
ND
O
BAREFOOTDEENIE J.
J. G. HUGHES, INC.
TANNER
HENRIETTA GIBSON
BOMMELE
ROBERT
PI Sta 15+70.40
D
L = 617.72'
T = 309.26'
R = 4,990.00'
PI Sta 12+15.57
D
L = 335.52'
T = 168.86'
R = 1,200.00'
-L- CURVE DATA
PI Sta 63+32.08
D
L = 637.04'
T = 324.75'
R = 1,330.00'
-Y1- CURVE DATA
-L- POT STA. 10+40.00
-L- PC Sta. 12+61.14
-L- PT Sta. 18+78.86
-Y1- POT Sta. 10+00.00
-Y1- PC Sta. 10+46.70
-Y1- PT Sta. 13+82.23
-Y1- POT Sta. 21+84.10
-L- PC Sta. 60+07.33
-L- PT Sta. 66+44.36
10
15 20
25
30
35
40
45
50
55
60
65
70
75
15
20
ROCKFISH RD.
CA
MD
EN
RD.
MY
RA
RD.
KER
NSTO
WN
RD.
OVERTO
N
RD.
ETH
ELA
ND
DR.
BELLE BOYD DR.
STONEWALL ST.
CH
URC
H
RD.
PIT
TM
AN
GRO
VE
COPP
ER C
REEK D
R.
ROCKF
ISH R
D.
JACKSON LN.
N.
CO
PPER C
REE
K
DR.
-L-
-Y1-
TRAFFIC VOLUME DATA
20402019
CHURCH RD.
PITTMAN GROVE
RD.
ROCKFISH
RD.
ROCKFISH
6,9003,400
23,00013,600
24,30014,600 2,800
1,2004,1002,400
TRAFFIC VOLUME DATA
20402019
CAMDEN RD.
RD.
ROCKFISH
RD.
ROCKFISH
22,5007,300
16,1008,500
23,00013,600
7,8001,100
14,7006,200
TRAFFIC VOLUME DATA
20402019
RD.
ROCKFISH
RD.
ROCKFISH
16,3007,600
16,1008,500
MYRA RD.
400220
200110
600330
TRAFFIC VOLUME DATA
20402019
RD.
ROCKFISH
RD.
ROCKFISH
17,0009,200
16,3009,000
RD.
KERNSTOWN 1,100560
900170
200110
TO DAVIS BRIDGE RD.
BEGIN PROJECT U-5857
GU
LLY
BR
AN
CH
TRAFFIC VOLUME DATA
20402019
RD.
ROCKFISH
RD.
ROCKFISH
17,0009,100
CREEK DR.
COPPER 300120
17,1009,200
200110
100100
-L-
NATURAL GAS
CP&L T
RA
NS
MIS
SIO
N
LINE
SHEET 1 OF 2
SH
EE
T 1
OF 2 S
HE
ET 1 O
F 2
