HomeMy WebLinkAbout0144056-Building (wind turbines) .4 1y 0 510
City of Oshkosh
Inspection Services Division
P O Box 1130
Oshkosh, WI 54903 -1130
Phone: (920) 236 -5050
Fax: (920) 236-5084
Building Permit Application ON THE WA R H
If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here
if you want this processed through your account fl
JOB ADDRESS 1870 ST 11.1-r bai , °silkes/1
OWNER Co 4/2.s ['VI CO M O ,HIV — n11912 /41 44,6 2 <C0IV ;ACT
CONTRACTOR FJV �, , a o N r0 Do W 02e
I am the: ❑ Owner OR (;:i Contractor
USE CATEGORY
❑Single Family ❑Duplex ❑Multi - Family ❑Rental ❑Commercial f Industrial
Work being done:
❑ Addition ❑ Deck/Porch/Patio ❑ Driveway/Parking
❑ External Remodeling ❑ Fence/Hedge/Kennel ❑ Garage/Utility Structure
❑ Handicap Ramp ❑ Hot Tub /Spa ❑ Internal Remodeling
❑ Sign/Canopy /Awning ❑ Stair/Handrail ❑ Stove/Fireplace
❑ Swimming Pool ❑ Wrecking Permit
Other taIND % d/L41".4 r•vS m -'-n [mi
For External Remodeling, Wrecking Permit, and Internal Remodeling please see Chapter NR 447 of the Wisconsin Administrative Code and
Notification Form 4500 -113 on the DNR Asbestos Program website; htto: / /dnr.wi,00v /air /comoenf /asbestos /.
For additional information on hazards present in buildings see the Pre - Demolition Environmental Checklist at
httn: / /dnr.wi.00v /ora /aw/wm/ publications /anewnub/WA651.pdf.
Additional information, such as plan submittal and approval, may be required before issuance. Fliers,
located in the hallway, may be referenced to note if any additional information is necessary.
❖ Full description of work being done: ZrvxT/fu.rg. o •cidE (S) ZO <C�
(N /N9 71/26,iveS. . - L6c C/ i Ae /1r9 7..0 wet ` IC E'
CO N S,, E 0 a y/ Fi9C/ / Ty Foot 1/5 /ti 7 .ve
44 A cv v!",T C i vfltivG 0 24 Ti vrvS .
Any work not included in this application is not permitted. g
Value of the job $ 3 { 3 ,. DO 6 (Value for materials and labor is required to ensure consistency in accessing permit fees for all
applicants.)
PLEASE READ, SIGN, & DATE:
I certibi the above information is complete and accurate. Any deviations from the above submitted
informati i is to be obtained. I acknowledge and agree to these terms.
Name: /44-
NOV 01 2010 a pr `t)
DEPARTMENT ARTMENT OE Signature: / /,/
COMMUNITY DEVELOPMENT
INSPECTION SERVICES DIVISION Date: /0 Z . ZG / •
3/02
8
7
6 5 4
1 _ ......... .. ... . .... ... . . ........ . . . .......... . .. ......
ITEM NO.
PART NUMBER
DESCRIPTION
QTY.
1
0007551 CMP
ASSEMBLY, TURBINE, BLADES, & HOUSING
1
2
0007373CMP
WASHER, FLAT 1.5', PER ASTM F436, GALVANIZED
28
3
0007580CMP
HEX BOLT, 1.5 -6 X 6.25, ASTM A325, GALVANIZED
14
4
0007392CMP
NUT, HEAVY HEX, 1.5 -6, PER ASTM A563 GRADE DH, HOT DIP GALVANIZED
14
F
{11
3!
` i
1
l
1
i
1
I
i
3
E
3
2
REVISIONS
REV.
DESCRIPTION
DATE
AF
DV -0 i
ItA TIAL RELEASE
4/8/2010
ARE IN MNIIMETERS
DV -02
DV RELEASE
4/3012010
ANGULAR;
PV -0 1
ADJUSTED TORQUE SPEC.
RELEASED TO PV
8/26/261 p
LINEAR
09.6m
D
DETAIL B-B
BASE TORQUE & FLANGE SNUG TORQUE PATTERN
DETAIL A
TOWER MOUNTING DETAIL
TYP (14) PLACES
B
A
's
DETAIL C
FOUNDATION MOUNTING DETAIL
TYP (14) PLACES
DETAIL E -E
FLANGE FINAL TORQUE PATTERN
TOWER - FLANGE TORQUE PROCEDURE:
1) ONCE TOWER IS FULLY TILTED UP, INSTALL ALL ACCESSABLE BOLTS, WASHERS
AND NUTS (EXCLUDING L - M PER DETAIL B -B)AND HAND TIGHTEN.
2) TORQUE BOLTS A -K IN SEQUENCE TO 1356 N -M [1000 FT-LB].
3) REMOVE LIFT CYLINDERS FROM TOWER ASSEMBLY AND INSTALL BOLTS L - N.
4) TORQUE BOLTS L -N IN SEQUENCE TO 1356 N -M [1000 FT -LB].
5) USE A 112" WIDE (OR LESS) X 0.012" THICK (OR LESS) FEELER GUAGE TO VERIFY
A "SNUG JOINT' AT EACH BOLT LOCATION. THE FLANGES MUST BE IN CONTACT
AT EACH BOLT LOCATION, BUT THE CONTACT DOES NOT NEED TO BE 10(ffo
AROUND THE BOLT. IF THE FLANGE IS IN CONTACT AT EACH BOLT, SKIP TO STEP 7.
6) IF FLANGES ARE NOT IN CONTACT AT EACH BOLT, RE- TORQUE BOLTS A -N IN
SEQUENCE PER DETAIL B - B AGAIN TO 1356 N -M 11000 FT -LB]. REPEAT STEP 5. IF
THE FLANGES DO NOT COME INTO CONTACT, AND ALL BOLTS ARE TORQUED TO
1356 4- Pv' X1000 FT LB1. STOP INSTALLATION AND CONTACT RENEWEGY FOR
EVALUATION.
7) ONCE THE FLANGES ARE IN CONTACT, TORQUE BOLTS 2A -2N IN SEQUENCE
PER DETAIL E -E TO 1356 N -M [1000 FT -LBFI] PLUS 120 +/ - 30 DEGREES. A BACK -UP
WRENCH MUST BE USED TO POSITIVELY PREVENT BOLT ROTATION DURING THIS
STEP.
A PAINT PEN OR OTHER MEANS MUST BE USED TO VERIFY ROTATION ANGLE OF
NUT AND VERIFY ZERO ROTATION OF BOLT.
8) ONCE TORQUED PER STEP #7, GALVANIZED BOLTS MUST BE DISCARDED IF
REMOVED. NUTS AND WASHERS MAY BE REUSED.
FOUNDATION BASE FLANGE TORQUE PROCEDURE:
TO BE COMPLETED PRIOR TO TOWER ASSEMBLY AND ERECTIO
1) LEVEL BASE USING (3) NUTS- APPROXIMATELY EQUALLY SPACED
2) RAISE ALL LOWER NUTS TO BE HAND TIGHT TO BASE
3) HAND TIGHTEN ALL UPPER NUTS. THREADED FOUNDATION RODS MUST PROTRUDE
FROM ALL UPPER NUTS. IF NOT, BASE MUST BE LOWERED AND RE- LEVELED.
4) TORQUE NUTS A -N IN SEQUENCE FROM TOP SIDE TO 542 N -M [400 FT -LB] + 120 +/- 30
DEGREES
5) VERIFY LEVEL AFTER TORQUE. MUST BE LEVEL WITHIN 118" PER 4 FEET (1 /32" PER
FOOT). IF NECESSARY, ADJUST LEVEL AND REPEAT STEPS 2 -5.
liq
IIli�
r
E
RECEIVI
NOV 0 1 2010
DEPARTMENT OF
COMMUNITY DEVELOPM
INSPECTION SERVICES DII
NOTES:
1) UNLESS NOTED, DIMENSIONS ARE IN METERS [FEET]
NISH GRADE
4 3 2
UNLESS OTH SPECIHED: PROPRIFFARY AND CONFIDERTiAL
�
REL OMETRIC
TOLER N y,4.5
1pLERANCING PERyANSI Y---
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF
LER
All DIMENSIONS& TOANCES RENEWEGY- ANY REPRODUCTION
ARE IN MNIIMETERS
' IN PART OR AS A WHOLE YNTHOUT THE
AAETRIC TOLERANCES
s WRITTEN PERMISSION OF RENE+NEGY
ANGULAR;
I° PROHIBITED,
MACHINED: 5.25 6EGT ---- --� ---
5END:: I DEG
-_
LINEAR
i NAME ._.._.
DATE
xx: • 5
�RAwN aY j GDA
d4O8I O
_ ......___...
_._..._.__
SITE 1 PROJECT:
CORRIM COMPANY
100kW WIND TURBINE 1
1870 STILLMAN DR.
OSHKOSH WI, 54901
vAlmi"IlIgA �#
N S� 0
!� 0 4% %
` ILUAM P.
PAU .SO
E -2096 „
` w
•�ra'lb
, ON A%�
Rene wecgy,
ASSEMBLY, WINI
TURBINE, VP -20
SIZE j t DWG. NO.
D 0007550CMP
ATERIAi r ...... _�...,.._�.... SF
}
8
7
.........
10.
PART NUMBER
......... _ _ ..... _
DESCRIPTION
- 06fdblt/
APPROVAL
NIA
PIER, CLASS IV 30M WIND TURBINE
FOUNDATION
1
GDA
NIA
FOOTING, CLASS IV, 30M TOWER
WIND TURBINE FOUNDATION
1
GDA
0007006CMP
ASSEMBLY, STUD CAGE, 30M TOWER
1
GDA
0007003CMP
BAR, REINFORCEMENT, HOOK, #7
16
GDA
0007004CMP
BAR, REINFORCEMENT, #4
6
0007002CMP
BAR, REINFORCEMENT, #7
64
D007005CMP
BAR, REINFORCEMENT, GROUND
ROD
1
uD CAG
E NOTES
DTE: GRt
_RTICAL
DRIZONT
;OTRUD1
ENTER A'
OTE:
NGULAR
:INFORC
OT CRITII
,f- !U
6 5 4 3
WASHEne D ^7Lj e I1lGC
(14) PL,
NOTE: FINISHED CONCRETE LEVEI
SEE DIMENSIONS IN SECTION A -A
NOTE: ASSEMBLE ALL NUTS
WITH WASHER FACE TOWAR
TIGHTENING SURFACE
(56) PLACES
r 1 1 1,2 1
4877
11N]
IN
)UND
':ENEWEGY STUD CAGE FIXTURE #00070bOCMP
I)
LEVEL BOLTS.
MAXIMUM FIXTURE 18" PER US 4 L EVELING
(1132" PER FOOT)
1) ASSEMBLE TO PIER FORM WITH FORM EDGE LEVEL WITH THIS
SURFACE OF FIXTURE.
PROTECT THREADS UNDER NUT FROM CONCRETE (14 PLACES)
ASSEMBLE LOWER NUT TO DISTANCE SHOWN
ASSEMBLE LEVELING FIXTURE AND TIGHTEN TOP NUTS
ASSEMBLE TOP NUT TO DISTANCE SHOWN
ASSEMBLE COMPRESSION PLATE
ASSEMBLE LOWER NUT AND TORQUE TO 200 - 300 FT -LBF
[ -0]
102
ZENEWEGY PIER FORM #0007061 CMP
1484
I 11 1 1 t �
I
7 I
I
[361
TO REBAR WITH WIRE
Y A !'
SECTION C -C
GROUND ROD DETAIL
CONCRETE AND STUD CAGE REMOVED
FOR CLARITY
NOTE: ASSEMBLE NUT WASHER FACE
TOWARDS TOWER FLANGE (LOWER NUT
WASHER FACE ASSEMBLED UP; UPPER NUT
WASHER FACE ASSEMBLED DOWN)
t V
V
� � 6
L
B�
OPTION 1
PARKIW INSTALLATION
FINISH GRADE 3 [ 6]
OPTION 2 -
COMPACTED GRAN. FILL 1 OPEN - FIELD INSTALLATION 152.4
SEE NOTES FINISH GRADE [6j 50 8
CURB REQUIRED [61 [6] 152 [ 1 Dl
152 152 COMPACTED GRAN. FILL 254
SEE NOTES
PARKING LOT
SURFACE
ARi i !
I
li
M 11
I
.• ., ..:.� � � i. - , . .. ••.: .. : s = e ti...Ai � � k a :ar ar�u y a.i jljp
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q •. •. •• .. �. .,r s �. •� .+ ,ar. ,a II III I I I � •: �• , Ts ••• • r � ',a •. '''��.! 7 �
• 11 I O
.. , .. ••+ II II s I I 1 •', '.. r - 1• ,!• �. - ''• [48] 2tl
;.' •t y r • ♦'l ii�sse: rte= M 4 I MN • + !_ '�s• [
!• ~ I' =T I M I I'flll " .i s r ♦ -•.i * `��. '� �7 [301 508
y. a: " ,... • a •�. j 1 I t M I 11it11 f•.:f:^ f }'.._..s ..-[ ._a 1219.2
- • 'i �. IIII I r I - - j
'y.
•, I ', ..• MIN 762
I I
. �f ' :r. •
u:•
y 11
1 MIN
If
III 1 i
I I I 1 •y
,_,: • I t ii �� t s
1 I I I I • i
I 1
I I II -s
••i. 's II II I i i �' •t'
• i .' _1
Y a +•
_ _ _ - -- fin___
1 `.• {'� -, , !•: 1111 II N II Ik II II Jill .y � f• - i . e - _. _ .:�. : �: •� �.. r p
'� - - • -_ •I • �.-- III II II II II II 1111,�� _ _ - .•? 1 O
152 ' e - ;�: • 1 1 � a
I t II I
s __. ,< a .. .lY 457.2
..�.' "`�'.+..•`.. .."•. ;,..r•.••. - 111! H II II 1 11 11 1111 - - � -•' - _.•�.:��
1 y +Lr ' • �? - - - -_ = = = ==4 •— =n == =? — - - - = = jug- — U — ° - - u — — ,— __°___ • �__ __4= �� .ti
s .: '; -. +. - - -- - -- - - - - -- -- inr = Ir 111
11 - - -• 1T---- I! T1--- 11 7r— II I�Rr- -- - - - - --
y �. • - t• nr ; r 1111 I II t
87
= : 11 I 1 I I I I I ! I 1
'- [3" MIN)
�. - d_--- - ° - --- = _- - --° ==-- n - - - -- ---= x�' -_ - -- -
— ---- a--- A--- - � - - = -n om • L- f
r
. "--= ___ - - -___ --------------- - - - - -- -- ---- - - - - -- --- - - - - -- - -- 76 MIN ALL AROUND
------- - - - - -- - - ---- - - - - --
[Y' MIN]
76 MIN
SEE ALTERNATE EXCA VATION, SHEET 2, If REQUIRED
2
_._ __._... ...
6 1 ....._. _.._ .... _. ...... _. _..._ 5 4
DETAIL "B"
STUD CAGE SETUP DETAIL
FOUNDATION REMOVED FOR CLARITY
RE -BAR GROUND
ROD; # 7 DWL
GROUND ROD ATTACHED
PER NOTES, MINIMUM EVER
915
1b 3v p
0 1473.2
[52.9]
01343
ID OF CIRC. TIES
2
REVIS101 IS
REV.
DESCRIPTION
DATE
APPROVAL
DV -05
INCREASED THREAD ASSEMBLY DIMENSION
3/17/2010
GDA
D`•1 -06
ADDED STUD CAGE FIXTURE TO DETAIL B
6/1/2010
GDA
PV -01
INCREASED PIER DIAMETER FOR INCREASEC S.C.,
ADDED ALTERNATE EXCAVATION, UPDATED NOTES;
R TO PV
8/10/2010
GDA
PV -02
9/21/2010
GDA
NOTES:
DESIGN CODE:
INTERNATII BUILDING CODE AND ASCE7 FOR FOUNDATIONS WITH EXTERNAL LOADING
BASED ON WIND GENERATOR DESIGN CODE
DESIGN WIND SPEED = 42 M/S (94 MPH)
MATERIALS FOR CONSTRUCTION:
STRUCTURAL CONCRETE
28-DAY COMPRESSIVE STRENGTH
FOOTINGS AND ISOLATED PIERS: 3000 PSI
CONCRETE REINFORCING: ASTM A615, G RADE 60
STRUCTURAL STEEL
BOLTS FOR CONNECTIONS: ASTM A325 -N (U.N.O.); HOT DIP GALVANIZED
ANCHOR BOLTS (THREADED ROD): ASTM A36; HOT DIP GALVANIZED
CAST -IN -PLACE CONCRETE
1) CONCRETE MIXES AS FOLLOWS:
TYPE OF CONCRETE: FOOTINGS AND PIERS
28 DAY STRENGTH (PSI): 3000
SLUMP: 2" - 4"
MAX. AGG: 1.5'
AIR ENT.: 4 -6%
2) DO NOT USE ADMIXTURES, SALTS, OR OTHER CHEMICALS IN THE
CONCRETE WITHOUT THE ENGINEERS APPROVAL.
3) COLD WEATHER CONCRETING - PROTECT CONCRETE IN
ACCORDANCE WITH AC1306. CONCRETE SHALL BE PROTECTED
WHEN TEMPEREATURE IS OR EXPECTED TO DROP) BELOW 40 DEGREES F.
IN NO CASE SHALL CO N C RETE TEMPERATURE BE ALLOWED T O DROP SO
DEGREES F. FOR SEVEN DAYS AFTER PLACEMERT.
4) PR AS FOLLOWS:
FOOTINGS: 3" CLRRR. DES AND BOTTOM)
ISOLATED PIERS: 2"
5 ALL ANCHOR BOLTS TO BE POSITIONED BY TEMPLATE
6 ACCURATELY PLACE AND TIE REINFORCING AT INTERSECTIONS WITH 18
GAGE MINIMUM SOFT ANNEALED WIRE. NO FIELD BENDING, RELOCATING,
DELETING, OR WELDING OF REINFORCEMENT WILL BE ALLOWED WITHOUT
ENGINEERS APPROVAL
7) TACK WELDING OF REBAR MAT BARS ALLOWABLE ONLY AT FOOTING CORNERS
FOUNDATION J EXCAVATION:
L BE REQUIRED FOR ALLOWABLE NET SOIL BEARING PRESSURE LESS THAN 1000 PSF
ALTERNATE EXCAVATION IF 1000 PSI SOIL BEARING PRESSURE IS DEEPER THAN 60" BELOW GRADE -
SEE SHEET 2
BACKFILL:
OPTIONAL BACKFILL METHOD: MAY BE BACKFILLED USING EXCAVATED SOIL REPLACED IN 12 INCH LAYERS
AND THOUROUGHLY COMPACTED AT EACH 12 INCH LAYER. TOP SOIL MAY NOT BE USED FOR
BACKFILL
INSTALLATION DIRECTION
STUDCAGEMUSTR ORIENTED SO THAT ALINE PASSING THRU ANY TWO OPPOSITE THREADED RODS
AND THRU THE CENTER OF THE BOLT RING ALIGNS WITH THE DIRECTION THE TOWER LIES WHEN TIPPED
DOWN. SEE SITE PLAN FOR DIRECTION OF TOWER LIE RELATIVE TO NORTH.
DIMENSION TOLERANCES
OTED, DIMENSIONS ON THIS PRINT SHALL HAVE A STANDARD TOLERANCE OF:
X: +/- 12.7 MM (0.5 IN
X.X: +1 - 6A MM (0.25 IN
6.75 +.25�
171 -5 +6.4
4 6X #4 CIRC. TIES (AS SHOWN])
[2" MIN) 5 PROVIDE MIN. 30 BAR DIA. (OR 15 ") LAP
51 MIN
16X #7 DWL. W/ 90 DEG. HOOK [59.7]
1 .1
INTO F
516
4 ® G,
EQUALLY SPACED 97 HOOK
SECTION A -A [ 18]
SCALE 1 : 30 458
(#7 HOOK)
I 3
1 � 64X #7 REINFORCEMENT
J 16 EACH WAY; (2) PLACES
• 2
SITE 1 PROJECT:
CORRIM COMPANY
100kW WIND TURBINE PROJECT
1870 STILLMAN DR.
OSHKOSH WI, 54901
G0 N���
ll
' ILLIAM
AUL
w
Vf S
s , x
0 s+.11.r4 0 � t \
1 IW
Y
F
E
D
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B
1�
- 7 I
I
R ry, LLC A
_.._......._ .............. ....._....... .. ..... ...._ n_ °..__.........._............ .... _.._...- --- I ._.................
LtNLESS OTHERWISE SPECIFIED- PROETA" AND CONI10ElitIAI TITLE:
E INFORMATION CONTAINED IN THIS
INTERPRET GEOME FOUNDATION k7RA1hAlVG IS THE SALE PROPERTY OF VII IN D
TQLERANCING FER: ANSI YI4.5 t
_.---__.- ._--_.._. ........ ..._....___ -.. RENEWEGY. ANY REPRODLICTION ; TURBINE, CLASS IV
ALL DIIAEMtifONS i 10LIU
ENCE3: IN PART OR AS A WHOLE VNTHWT T!••E:
ARE IN Allitu "Fits WRITTEN PERMIS,9ON OF RENEWEGY ;
METRIC TOLERANCES IS PRO - 184TED. I
ANGULAR:
MACHINED: i.25 DEG 31JAME GATE SIZE I DWG. NO. REV t] ]
BEND: t I DEG 000700 CMF' PV -02 j
LINEAR: X.X: t.5 ;DRAWN BY ; GDA 08117109 i 1 ]
xxx .25
�RNGH {
XXXX: - - SHEET 1 OF 2
- - _ ... .w... ? _ _... _ _.... I . ............... .......... .
F
ALTERNATE EXCA VA TION (IF REQUIRED)
L
[ 6.0001
152-40
FINISH GRADE
a
d-
e
-�
-
o
4
4
dd
a
4
d
4
a d
4 d
d
d a
4
d
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n
-4,
d
a
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d
Q
4
4
4a
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a
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ay.
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a .
v•q .
Q
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-
a
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Ij
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a .
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-• _
Q
Q d
d
Q- -
d
. a
Q d
e
-
d
Q 4
°
d
° d a '.Q 4 d - . d
Dl
COMPACTED GRANULAR FILL
OR
COMPRESSED BACKFILL PER NOTES (SEE SHEET 1)
d. v av a d Q a
4 d d
e a
a d
d d a
a- h d °-
4
A
dv -,d a. - • .. Q - .d d .d
d 4• s d.
d A- - A • °
4 d d Q
4. v
a d d d d ! a A - d V a d ° Q. - _- - d °4 4 4-
d Q 4' Q 4 d B o -0. d d d a Q d d A.
4 1 d d •
! 4'
a 4' a dd -
d - d 4' d d d Q
4 -Q ! •� d . - 4Q n
. d d . ° Q ._
A
a
a d d IA: d .
d 4 a a a
45° 4 d q ° •
Q d a a a
A'
a d d
de - . d d
SOIL WITH SUITIBLE ALLOWABLE NET BEARING PRESSURE
PER SHEET 1 NOTES
EXCAVATION WALL TO PREVENT COLLAPSE
a d q d ¢ C a 'd
• .� d Q4
A
a d a Q d d
d ° 4 Q
• d v d a
d o ° 4 Q. d.
Q o . 4 d
�1 a d
a 4 °
a
d
A d-
I I I A
STRUCTURAL BACKFILL
EXCAVATED SOIL MAY NOT BE USED BELOW FOUNDATIN MAT
NOTES FOR ALTERNATE EXCAVATION:
1) THIS ALTERNATE EXCAVATION METHOD IS TO BE USED IN THE CASE WHERE THE
STANDARD EXCAVATION DIMENSIONS DO NOT YIELD A SOIL BEARING PRESSURE
EQUAL TO OR GREATER THAN THE DESIGNED ALLOWABLE NET SOIL BEARING PRESSURE
PER THE NOTES ON SHEET 1.
2) THE ADDITIONAL DEPTH OF EXCAVATION (012) WILL BE THE DISTANCE REQUIRED TO OBTAIN THE REQUIRED
NET SOIL BEARING PRESSURE DEFINED ON SHEET 1.
3) THE DISTANCE FROM THE EDGE OF THE MAT FOUNDATION TO THE EDGE OF THE FINISH EXCAVATION (DI)
MUST BE GREATHER THAN OR EQUAL TO THE DEPTH FROM THE BOTTOM OF THE MAT FOUNDATION TO
SUITABLE SOIL (D2). FOUNDATION MAT MUST BE CENTERED IN EXCAVATION.
4) ALL FOUNDATION COMPONENTS, DIMENSTIONS, AND CONSTRUCTION REMAIN AS SHOWN
ON SHEET 1.
..
_...__.._.... __ ..._ ..
... _ - - -... .. __. _._ .. - -- . _.
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e
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W ,
4
3
■
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Q
[ 601
1524
IHIIIII
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C
SITE / PROJECT:
3
CORRIM COMPANY
100kW WIND TURBINE PROJECT
1870 STILLMAN DR.
OSHKOSH WI, 54901
III
1 a �� a sasa saa a
a % y mo t - B
ILLI " N .
low PAUL 11
/ 0 N P►Xv
Newclot 0
Renewegy, LLC ' A
I UNLESS oTH SPECIflEfl FROPMETA . AND CON "DEN4M 1 TITLE:
INTERPRET GFOMECRIC •
I TOLERANCIhiG PER: ANSI Yi 4.5 THE INFORMATION CONTAINED IN THS
DRAWING IS THE SOLE PROPERTY OF , FOUNDATION, ! ' D� T`�' N i r ' ► YY ! ` IV `�
I ALL MMENSIONSL IOLERANCEE RENEWEGY, ANY REPRODUUWN I rV V ! E
I ARE IN MILUMETERS IN PART OR AS AWWHOLEWIITHOUT THE
METRIC TOLERANCES EMTTEN PERMISSION OFRENEWEGY TURBINE, CLASS IV I
ANGULAR: _ IS PR04#SITED.
MACHINED: 2.25 DEG ---------- _....1 -_ _ ..�.....__......._ f _-- ---- -- -.._......__... _ ....._._....___........y
e BEND' i IDEG - NAME DATE 'SIZ DW ( G .. (� NO. RE / V ��] 1
LINEAR: _.__ _- VVLI oV cMr PV - 02
• X.X: E15a DRAWNEY: Gb,4
X Xx 25
�H�I08/1 t
.... -_ .. ----- ...- - -..... ;MATERIAL _.__....._._... ............... ..............._ .C...._..r----'--
-: ! - HEET 2 Of
._._._
x.xxx a.IS — I
2 1
RECEIVED
Renewegy, LLC NOV 1 1 2010
3650 Jackson Street
Oshkosh, Wisconsin, USA 54901 -1216 DEPARTMENT OF
LuMMUNITY DEVELO MFNT
INSPECTION SERVICES DIVISION
Wednesday, November 10, 2010
Brian,
I have updated the plan per the instructions during the phone call from your site plan
review meeting. I then met with Jim from Engineering and was instructed to make
several additional changes (add a map, water main easement, and vehicle access
demarcations).
I have made the changes and the drawing is attached. Copies went to Todd and Jim.
Chamco is having a morning special Board phone call to decide the fate of the project
and Elizabeth Hartman will call me when they have an answer.
If we get a green light from Chamco, I will be in to pick up the permit to try and keep the
project on track. Miron is on standby.
T - - • r o . - Ip in expediting the decision.
/hiers
Renewegy
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