HomeMy WebLinkAbout026-938-01-3101-LUP-1997-225�
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HELD VERIFY/
EAST. PIPING & VALVE
MATCH EAST.-
1 3210.50
E 8003.64
L'Xi
EXIST. VALVE
�
aaE10..
EXIST. VALVE
pMI. MANHOLE
N
EI
FLOW ME
N 3076.60
E 8015.40
a
_
VERIFY BURIED [ELLN 3029,54
/ E 11105d2--
N 3031.92
O E 8005.97 SET T"AYON.
=HOAL76
N 79.7
E 799 . 8
BURIED
TELEPHONE (VERIFY)
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n
I
5 LTY CK LINE �I I
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MATCH EAST. N 3299.78
�� 18410.87
EMSF.E &T43,81 IN 3289.42
U Cj ............. � . " OH PP 4PP
� OH ON OH GI PP
04
OH
MATCH EXIST,
6 ORA SUB STATION
4B'X46
N 32D7 SINITXI GEAR 4' MAN CATE
E B JO X 48' 1=20.00'
EL 1373.00 198 72
E j I
� I
N 3131.09
T N A17.1 36 ROLLING GATE E 8413.47
N 119.29 E 83{d00 ��k
N 3101.41
E�72B8 4' N E 8407.92
N 1079.30 R=80. M7525/
N 3099.97 R. W E 71
E 8314.93 N �
E 8349
N 3032.98
EBlk
� - H � pE MARK
EL81159 /
IN 3OD3.515
X . -
E 0554 EMFRd]ICYEVACUA00N CATE E 8316.45
300699
REFER TO FIG, 6.3 LPL
ENCUNG STANDAAA DETAIL
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r ♦ ,r �
R=BD.00' Q >
N 2915.15 N 2916.56
E 001117 E 0106.96
PRLiPFR1Y DEStl•110N
♦�♦ THE NORTH HALE OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 38 NOROI, RANGE 9 WEST,
r1 3 OF THE THIRD PRINCIPAL MERIDIAN CONTAINING 80 ACRES, MORE OR LESS, SAWYER COUNTY WISCONSIN.
{ 14 >
rr A= goo
r^� rLr
N rq t THE SAID EASEMENT COVERS A STRIP OF LAND 60 FEET MOE IN SECTION 1, TOWNSHIP 30 NORTH, RANGE 9 WEST, 2 V /> FOURTH PRINCIPAL MERIDIAN AND MORE PARTICULARLY DESCRIBED AS A PARCEL OF LAND WITHIN THE SOUTHWEST
• . + OOARTER OF THE SQUTNUT QUARTER AM THE SMDIEAST QUARTER OF THE SOU IWEST QUARTER OF SECIKIN 1,
S ARD TER �, 10WNSHIP 38 NOIiA RANGE 9 WEST, FOURTH PRINCIPAL MERIDIAN, SAVO CCII IY, WTONSN, MORE PARTICULARLY
DESCRIBED A& DEGINNING AT !HE SOURIE,45T OMER OF SECTION I. TOWS HIP 38 HOR1H, RANGE 9 WEST; 1HENIJE
NORM 84% WEST A D15TANCE Of 2,25T.9 FEET TU THE CENTERLJNE OF AN EXISTING CRAWL ROAD AS TIIE PANT
OF BEGINNING, THENCE NORM 3327' WEST 1,D45.4 FEET TO THE POINT OF ENDING ON THE NORM LINE OF THE SAID
SOUTHEAST QUARTER OF ME SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 3B NORM, RANGE 9 WEST. ME ABOVE
I. FEH
ARCHED
CLDESCRIBED LINE TO BE ME CENTERLINE OF ME 60 FOOT WIDE ROADWAY CONTAINING 2.1 ACRES, MORE OR LESS.
ffm •A• • `5
�e
g \ I
LEGEND
0 BENCH MARK
A CPI CONTROL POINT
• PROPERTY CORNER FOONd
0 3/4 IN BY 24N IRON ROD
WIEGHING 1,50 LBS.\UN. FT.
- - - RIGHT-OF-WAY
---- PROPERTY LINE
POWER POLE
EXISTING EASEMENT UNE
O TREE
• W11L
EXISTING GUY ANCHOR
NEW CHAIN LINK FENCE
- EXISTING CHAIN LINK FENCE
EXISTING BARB WIRE FENCE
- - REMOVE FENCE
-IR- NEW 24' 1 LAK04EAD PIPELINE
CQ6TRUCTIOL ! TRUE NORTH - PL- Eb5ING LAKEHEAO 14PE1JNE
e CONCRETE PAVEMENT
8' CONCRETE PAVEMENT
GRADE TRANSITION
x ton SPOT ELEVATION
• Sre F SOIL BORING
BOLLARD
BALES NTH SILT FENCE
I I SILT FENCE
er` J WOOD FIBER BLANKET
1 40'-0• - - - DRAIN IILE
GENERAL NOTE:
THE CONTRACTOR IS RESPONSIBLE FOR ER09ON CONTROL ON THIS PROJECT.
HE/SHE SH& CONSTRUCT EROSION CONTROL DEVICES TO PREVENT THE
RUNOFF, TRACIONG, OR LOSS OF TOPSOIL MATERIALS FROM DISTURBED
AREAS OF THE PROJECT SITE. GRADING OPERATIONS SHALL START
WITH THE CONSTRUCTION OF THE DIKE, DITCHING, AND POND,
EXPOSED AREAS SHALL DRAIN TO THE POND OR SILT FENCES.
R�L`�1�A�y -
Q :P
1 5 ❑-41
NO I REVISION IDATE IAPIPRIMITE
CADD GENERATED DRAWING - DO NOT REVISE MANUALLI
ILAKEHEAD PIPE LINE COMPANY, L.P
SUPERIOR WISCONSIN
EDGEWATER (WI) STATI❑N
1B I
LHA ENGMEEAS I AOTECTS
eULUIH u MINNEAPDLIa
n x sew s_ sN xq pAn r yam
ul+•nnau IitlErnrarss
I HEREBY CERTIFY that (his plan, speclfics-
lion or report was preprod by me or under
my direct supervision and that I am a duly
Registered Prolesslonal Engineer under the
laws of the Stale of Wisconsln.
PArr rk6 ka.
DATE
LINE 14
STATION AREA
PLOT L LAYOUT PLAN
PRO..I
LIME 14 STATION ADDITION AFE 097-0-35L
SCALE•
1'=40'-0' DATE, 4-1-97
DRAWN. SWJ/LEJ
,CHECK,
inn APPR,
DATE-
APPR.
APPPo
D-14-1.2-PLOTS-A-507