HomeMy WebLinkAbout002-939-05-2202-CUP-1996-007our.
BUL
D01
TYF
SPL
OUTSIDE F
BULIDING
FACE
CONC. WALL
j BLDG. COL. E BLDG. COL.
3 WEST ELEVATION - PUMPHOUSE
THIS END OF BUILDING EXPANDABLE
_� EAST ELEVATION - PUMPHOUSE
s7. 1 /8"=1 '-0"
CE OF
OLUMN
ADD EXTF
BOTTOM C
OUTSIDE FACE OF
BULIDING COLUMN
STANDING SEAT
SEE 2/56.2
LONGSPAN WALI
SEE I/S8.2
INDUSTRIAL LOUVER
NO. GSSXP 4'xND'
WALL LOUVER OR AP
SEE 3/S8.2, TYP.
FACE OF
COW. WALL
NOTE: SEE S6.0 FOR BUILDING ORIENTATION
u SOUTH ELEVATION - PUMPHOUSE
51. 1/8"=1'-0"
z NORTHELEVATION - PUMPHOUSE
s7. 1/8"=1'-0"
'ACK
HIT
METAL BUILDING NOTES.
I. ROOF LIVE LOAD: 40 PSF
2. COLLATERAL/ MECHANICAL LOAD 3.0 PSF
SWILL BE ADDED TO ROOF LIVE LOAD.
3. WIND LOAD 20 PSF. UL90 UPLIFT
4. SEE S7. 1 FDA CRANE LOADS.
S. FOUNDATIONS DESIGNED FOR PINNED COLUMN BASES.
6. REMOVABLE PANEL SMALL BE FRAMED CONTINUOUSLY
AROUND PERIMETER OF OPENING SO THAT GIRTS AND
PANEL CAN BE EASILY REMOVED BY UNBOLTING INTER-
MEDIATE GIRTS WITHIN FRAMED OPENING ONLY.
7. ALL DOOR AND LOUVER OPENINGS ARE DIMENSIONED
TD FACE OF JAMBS AND SILLS.
S. PROVIDE (4) PRECAST CONCRETE DOWNSPOUT PADS
0 BUILDING CORNERS.
DnTniTTAi1-
I ROOF COLOR SHALL BE BENJAMIN MOORE 1459 "WHITE"
2 WALL COLOR SHALL BE BENJAMIN MOORE 383 "GOLD"
3 ALL GUTTERS. DOWN SPOUTS. VENTILATORS. LOUVERS.
TRIM. FLASHING. AND DOORS WHITE.
CRANE SYSTEM
CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE
WITH CHAR STANDARDS. MATERIALS TO INCLUDE:
CRANE RUNWAY SUPPORT BEAMS FOR 75 FT. RUNWAY SYSTEM.
HAUNCHES BY METAL BUILDING SUPPLIER (SEE 4/S7. IT.
300 ASCE RAIL COMPLETE WITH HOOK BOLTS. SPLICE
HARDWARE. AND END STOPS FOR 75' LONG RUNWAY SYSTEM.
CRANE- ONE 12 TON CAPACITY SINGLE GIRDER TOP RUNNING
HAND CHAIN PROPELLED BRIDGE CRANE WITH 10 TON CAPACITY
HAND CHAIN HOIST SUSPENDED FROM A HAND GEARED TROLLEY.
ALSO PROVIDE ONE 2 TON PLAIN TROLLEY ON BRIDGE.
ACCEPTABLE HOISTS ARE COFFING MODEL CB, YALE LOAD
KING, CM CYCLONE OR APPROVED EQUAL.
1 REVISED FOR ADDENDUM 01 i-26�96
NO REVISION DATE PPPR DATE
[_ADD GENERATED DRAWING - DO NOT REVISE MANUALL'
LAKEHEAD PIPE LINE COMPANY, L.P.
DULUTH MINNESOTA
STONE LAKE CAI) STATION
LINE 6
PUMPHOUSE
BUILDING ELEVATIONS
PROTECT: 1996 EXPANSION - AFE 96-8-410
SCALE: AS NOTED DATE: 3-14-96 DRAWN: TOM
CHECK: APPR: DATE:
S7.0 APPR: D-6-2.3-12181-1-506
APPR:
OUTSIDE FACE
BUILDING COL
DOWNS
TYP.
CORNE
FACE OF CONCRE'
WALL
WALL
WEST ELEVATION - SWITCHGEAR BLDG.
se. 1 /4"=1 -0"
. 3 EAST ELEVATION - SWITCHGEAR BLDG.
a' 1 /4"=] '—G" THIS END OF BUILDING EXPANDABLE
OF
.UMN
CRETE
FACE OF
WALL
LONGSPAN UAL
SEE 1/58.2
WALL
2 SOUTH ELEVATION - SWITCHGEAR BLDG.
a. 1/4"=1'-0"
NORTH ELEVATION - SWITCHGEAR BLDG.
1/4"=I'-0"
NOTE: SEE 54.0 FOR BUILDING ORIENTATION
:RETE
METAL BUILDING NOTES:
I. ROOF LIVE LORD: 40 PSF
2. COLLATERAL MECHANICAL LORD 3.0 PSF
SHALL BE ADDED 70 ROOF LIVE LORD.
3. WIND LORD 20 PSF, ULIO UPLIFT
4• FOUNDATIONS DESIGNED FOR PINED COLUMN BASES.
5 REMOVABLE PANEL SHALL BE FRA!'ED CONTINUOUSLY
AROUND PERIMETER OF OPENING SO THAT GIRTS AND
PANEL CAN BE EASILY REMOVED BY UNBOLTING INTER-
MEDIATE GIRTS VITHIN FRAMED OPENING ONLY.
S. ALL DOOR AND LOUVER OPENINGS ARE DIMENSIONED
TO FACE OF JAMBS AND SILLS.
7. PROVIDE (4) PRECAST CONCRETE DOWNSPOUT PADS
0 BUILDING CORNERS.
GFNFRAI NnTF:
I. SWITHGEAR BUILDING ELEVATION 1366'-0" - 101'-0"
REVISED FOR ADDENDUM N1 TOM
3-25-96
NO REVISION I DgTF,J DATE
:ADD GENERATED DRAWING - DO NOT REVISE MANUALL4
LAKEHEAD PIPE LINE COMPANY, L.P.
DULUTH MINNESOTA
STONE LAKE (WI) STATION
LINE 6
SWITCHGEAR BUILDING ELEVATIONS
PROJECT: 1996 EXPANSION - FIFE 96-6-410
SCALE: 1/4--1 '-0" DATE: 3/16/96 j DRAWN: JWR
CHECK: APPR: DATE:
S8. 1 APPR:
APPR: D-6-2.2-12173-1-506
NNW CORNER OF
\ \ cask SEC. 5H T. 39N, R. 9W
*41
f CASIRUCI101 MAIN
\ 41
{ \TRUE NORTH
/ J 4
I � �
\
/ \ • / • 40). 121 R \ \
\
/ 4s \
\ `err a OFF PATCH EXISTING ELEVATION
Vol
� � � •may \ \
\00
e \
\ � / � ��', � 11.01A �'a 377•Wrll•WN 3•! \ \ \
I N -,� 151PT+OTtt.R9 E I 10 E � \
.\ NE CORNER OF NW 1 /4 NW 1 /4
I �' SEC. Sr T.39N, R.9W
i a T TE E $ O . TA IO T P<. +k9' Is nPEwLxR1 \ 3/4" x 3C" iron bar
i Z Is IIR. IR I7G}. 00 ti \
i / 1NH IRiI Ili1.00 %� � 1
INTERSECTION OF PIPELINE I ►ILA Nit+ �` +�
AND PROPERTY LINE
14liSF}• SR3/4" x 30" Iron bar
IS61. ! 1 � �� \ f [I..N I"' 1l11 i r• 161.104 N
' 00 flS11-0 OP 90 10l00 0.G. CELL
FIN F . IS61
REFERENCE POINT 1 B0.5ELIIE
CENTER LINE INtMC110R SECTION L IIAIRIN:
0.00' NORTH/SOUTH
0.00' EAST/WEST
k
FOR DRAWINGS IN THIS AREA --
SEE D-6-3.31-IIIT72--506
INTERSECTION OF PIPELINE
AND PROPERTY LINE
Il61. i0 00 N
. � 1361.60 11 rn.mi
PUMP HOUSE
-FIN. FL.—
EL. I G1.00
S
IR . IN Th
0-6-3. 31 -1 lei
001
STANDING WATER
Sol. to E
ti r
ISFt
NOTE:
PROPERTYYTBOUNDARIESVASEOF 1/31/96
�
�rnxlxal�I
NOTE:
I OISTANCE FOR JOINT 1 IS LAME 10 PROPUTT t HE. s O POIR1 1
OISIACE IS Tr`F9lr LINE 10 LP1HE. ALL ON16 APE LAME 10 LAME
r DISTANCE FROM POUR 13 lO lNE IMilI I)OlDRT IS 31.67
��fST/NG p�E<<INGS
GENERAL NOTE:
THE CONTRIICION IS RESPONSIABLE FOR EROSION CONTROL ON IRIS PROIECT
1EIS E S10.L CON61RLCT EROSION CONTROL OVICES 10 PREVENT THE
DNOF. TRADING OR LOSS OF ID SOIL NRIERIRS FROM ITISIUME)
AREAS O IRE PROJECT SIZE.
LEGEND
• Nam t. al sated laud In plate.
C) 16 r 21• Iran ripe att this furry
0 Yaaden pass role.
♦ Steel p— pale
0 Be cleark-60 ".9 spike In a— Pp It
0lOI-flaw. 13
15. 17. All fIvntlans are IISGS.
X ISGI FINISIEO VM
!t WELL
0- HOLDING TANK
1 HEREBY CERTIFY that this plan. speelllea-
Ilon 01 report vas prepared by me or under
ay direct supervision and that 1 am a duly
Registered Pralesslanal Engineer under the
❑vs pf the State pA ytscansln.
REG. NO.
REFERENCE DRAWINGS
NO
REVISION
DATE
IR'PR
MpaTEO
CADD GENERATED DRAWING - DO NOT REVISE MANUALLY
LAKEHEAD PIPE LINE COMPANY, L.P.
DULUTH MINNESOTA
STONE LAKE (WI) STATION
LINE 6
FENCING & GRADING PLAN
PROJECT: 1976 EXPANSION - AFE 96-8-410
SCALE: 1"•40•-0'
DATE: 1/25/96
1 DRAWN: JWR
CHECK:
APPR: I
DATE:
APPR:
D-6-1.2-10506-00-506
APPR;
Nly
sEc. �'°kF1a
. r••lgkor
Raw
cOPPed ti
43+•7R• N, Rgw I/, RAV
� * F ROAD
INTERSECTR7lI [
AND PROPIUM
7'dHT N0.
DFANIX
AHO1[
Oroia. fl,.
COVER
I
"'71
N ]Ts t
1361.14
2
Bells
N 3r5e'3 R
1361.10
N 3r17•Si ■
13183E
T1.771/.77
iR
N ]TI T'e R
1310.2331.53
N ]i 1731 ww
137&K
e
Siel
N 3T13'1■l]r7.3a
y
1
N ST13'N t
137DA{
10
1 13.;1
N MUD? ■
136016
II
4D.71
H 3r6/'I w
1361.0
T
1Y
W,Btl
N 3e IS• •
13u 11
IS
M.+T
N 3e02'2 k
ISlO,O6
1i
3i.7e
N ST 16' 1
f352.13
l5
lL7e
x Sr05' it133e.17
5
ll
li.or
N 3r71'N 1r
173191
NOTE
I DISTANCE rail TroNr 6 5 LITHE TO PROPERTY uNE. ► R Po"r I
DISTANCE IS PROPERTY LK TO LATHE. ALL OTHERS ARE LATHE TO LITHE
2 carmNCE MW POINT 13 TO THE "WER I1N OU NNNYT C 31.17
t
INTERSECTM OF N
AND PROPERTY LINE
LEGEND
• Monument, as noted, found In place.
0 1" x 24" Iron pipe set this survey.
* Wooden power pole.
J Steel power pole
0 Benchmork-60 penny spike in power pole 1302—elev. 1375.17
0
1310
T366
Af
Gp 1 � aeT7?8- f
4-0, bar 114
r
Ibcr
— 136A
1351
1372 —
1370
156e �
+h s
I *1 'kE 1362 —
\\,a y qMt �ti
1]6e
13as
136
rT
y
50 0 50 100
r�
NOTE
PREYMED
ROPERTY BOUNADARIES AS OF 1/31/90
M
E lln"O DWEWNCS
Client: Midwest Engineering REVISION DATE NELSON
Project No. 136/95
File name: H085/95 ADJl35T PROP, LINE JJ.01' T/JT/9e SURVEYING AND
Scale: One inch = 50 feet.
December 18. 1995 ENGINEERING, INC.
Drafted by: LTN
• . LAND SURVEYING P.IJD PROFESSIONAL EIIGIIIEERIIJC SERVICES
1:_L,6. ak: HON
L)"\LI IL/NU I II" L L114L l vN.0 . ,11 1 , •. •-•-
SUPERIOR WISCONSIN
STONE LAKE, WI STATION
D-Co-1.11-10504-0 - 506
LOCATION SKETCH
PROPERTY DESCRIPTION
A parcel of land located in the NW 1/4 of the NW 1/4 of Section
5, T. 39 N., R. 9 W., in the Town of Bass Lake, Sawyer County,
Wisconsin, described as follows:
To locale the Point of Beginning, comme»oe at the NW corner of
said Section 5 and run N AEI'41'28" E, 1254.18 feet, along the north
line of said Section 5: Thence S 02'40'28" E. 33.01' to the point
of Beginning.
Thence from sold Point of Beginning by metes and bounds:
Continue S 02'40'28' E, 545.00 feet: Thence S 88'41'2H" W, 400.00
feet: Thence N 02'40'28' W, 545.00 feel: Thence N E194T'28' E.
400.00 feet along the Right —of —Way of Boylan Road to the Point of
Beginning. Parcel contains 5.0 acres.
Subject to easements and reservations of record.
7 i n
7tl. I! I
101 WEST MAIN STREET
FIRST FLOOR
ASHLAND, WI. 54806
(715)-682-21"N92
D-G-I.I 1-10504-0-50G
µa i 3
90S-00-9050 l -Z .1-9-0
addu
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TYPICAL STATION SITE PLAN
I" = 20-0"
SWITCRGErAR ELFVnTIC)N
I REFERENCE DRAWINGS I
NO REVISION I o. APPR MURK
DATE DATE
;ADD GENERATED DRAWING - DO NOT REVISE MANUALL'
LAKEHEAD PIPE LINE COMPANY, L.P.
SUPERIOR WISCONSIN
INTERMEDIATE STATIONS
OVERALL SITE PLAN
AND
SWITCHGEAR BUILDING ELEVATIONS
PROJECT: EXPANSION LINE 6 INTERMEDIATE STATIONS
SCALE: 1"= 20' 1 DATE: 9/5/95 1 DRAWN: PJB
CHECK: APPR1 DATE:
APPR`
APPR: D-6-1.21-96-EXP-0-000
1
ca)
12
12-0"xl:
ROLL UP [
Ell
I
nn^ ,
PUMPHOUSE ELEVATION
TRANSLUCENT
WALL PANELS
(TYP)
PUMPHOUSE ELEVATION
PUMPHOUSE ELEVATION
. -D.l
DOR
I REFERENCE DRAWINGS I
NO REVISION D°TE APPR ["N'
AM
:RDD GENERATED DRAWING - DO NOT REVISE MANUALL'
LAKEHEAD PIPE LINE COMPANY, L.P.
SUPERIOR WISCONSIN
INTERMEDIATE STATIONS
PUMPHOUSE
ELEVATIONS
PROJECT:
EXPANSION LINE 6 INTERMEDIATE STATIONS
SCALE:
AS NOTED
DATE:
9/5/9S
DRAWN: PJB
CHECK:
APPR:
DATE:
APPR:
D-6-2.
32-96-EXP-0-000
APPR:
I j
TERRAIN
rr1
Rolling
Rolling
SOIL TYPES
F
Sandy Loam o Sandy Loam c
3
01
Sandy Loom Sandy E Sandy E'
- M
V, SIG Loam rn - Loam n. N
Sandy Loam
VEGETATION
:;lure W'aods Pasture Woods Paslure Cropland
p
Paslure Cropland Woods Clearing
1
Woodst.
Clearing
K
W' -'55-1 1 1G w - - f o W- 156- 2
x .. 158-I
_ _
W- 155-3 J o a u
r
r m N
Q
« � lr) V 'D o -
l�1
- = N Q w p J u Wc
l co Q
OWNERSHIP Henry Henk,elol Y s U �� a g R a T s v +flUll.Kpllolh, N w M t x�. o' -
E -L Joe Dr�bek,etux Ellen Land raf,etol = o N w an 'o '"
co
Q �n �n �fl c I ,n `� r ._ j c
U in v U1 s `n cn in c o I� v 1� 3 o ,� o o y 3 a7 L rn c �.. o o cLi m 6
Y N= 3 3 f- „ m ao n o co co m
= a o J rp �. - i u ,n rn J - n m w a) ,� [r U) v Ul 3 U) U
R/WNo. c �n o c 3 Q E a Eo molno a �fµygl
0 o E 3 3 0 Eo 5 w o-° v3-
ILL
- �J
FEET 315,1' N 48 oo I553' 761 v 922 34- v 467' c 3060' 1377' m133.6' W02-4' 1594• 924' 609 m 159C m IJd' 142d b82 wl 24.18` mi 40 , 7f7 �•i01 m 1086
Tj
F VJ ,ti N O T S _G + M v N N� r F i, + V N .rV Cn Cn v V .'I _ +
ACRES 579 Ac N.Oy A'c In 285Ac K 140Ac 169Ac 64/4c m 36Ac ri 5. 6CAc �, 253Ac r 25Ac m 331Ac m 293 Ac nl 170Ac mo1112.4. _92Ac m,.35Ac m 261Ac 125Ac m 458Ac a 26Ac19 21Ac n1744 M-I yT]Ac k
COUNTY 81 STATE SAWYER COUNTY, WISCONSIN
C-11 59 C-1 160 C-1161
... ~� � - ..t,f.� _ .� - C-1162 .. C-I.1C63 C.
6G}.5 61 Y:f l 7 62 y 'S3 64 T�,�x. `.-.• 4` 65 i' •'i� a.` ^' : C
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yti'Y
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t , '; +' LL � . P - 'iy_ 4S ti� 4�4 a• ��: F i°' .,y � v b y.. � rX �. � ' �i '' . -� t � t?�, yti ah
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• r� u s :�„• r ct1r••:•, ,4�• �,. yr: t r ,L. v . R.; ,fir` ; 41P}_: �} t'' ►+ �i < �' .� y RECTIFIER NO 327 161
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PIPE 34" 0 D x 0 281" W T. API 5L X52__
8k TAPE COATED OVERLAID WITH KRAFT OUTER WRAP FIELD APPLIED)
COATING DOUBLE WRAP POLYKEN TAPE
BOYLANO ROAD 1 WP ROAD ST HWY. 27 THORS LANE ROAD COUNTY RD "E 1WP ROAD ST H
NW CORNER OF
NORTH LINE OF NWI/4, NW1/4
_ SECTION S—T39N—R9W
es4.IS'
— 12s4.1e BOYLAN ROAD
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R/W
N 88 41'28" E 400.00'
NE CORNER OF NWI/4. NWI/4
SECTION S-T39N-R9W
3/4- x 30" IRON BAR
R/W
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--•---"---
POWERLINE e1 _ - .--------}-- -.
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284. 53' - -
S 88 41'28" W 400.00'
FROM INTERSECTION OF BOYLAN ROAD AND HIGHWAY 27,
GO I MILE WEST TO LAKEHEAD'S CROSSING OF BOYLAN
ROAD, LOCATE S ACRE PARCEL ON SOUTH SIDE OF ROAD.
THE POINT OF BEGINNING IS 277' EAST OF THE
PIPELLNE. THEN SOUTH 545% THEN EAST 400•, THEN
NORTH 545'. THEN WEST 400' TO POINT OF BEGINNING.
NWI/4-NWI/4 SECTION S T39N R9W
BASS LAKE TOWNSHIP - SAWYER COUNTY
REFERENCE DRAWINGS I
NO�REVISION�OATE 1DATfDATf
:ADD GENERATED DRAWING - 00 NOT REVISE MANUALL
LAKEHEAD PIPE LINE COMPANY, L.P
DULUTH MINNESOTA
STONE LAKE (WI) STATION
STATION AREA
SITE PLAN
XX
PROJECT: AFE 496-8-410 LINE 6 STATION ADDITION
SCALE: 2"=100' DATE: II/30/95 DRAWN: DEB
CHECK: APPR: DATE:
APPR:
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