HomeMy WebLinkAbout0136482-Building (drive access)0
CITY OF OSHKOSH
No 136482
OSHKOSH
BUILDING PERMIT - APPLICATION AND RECORD
SGANIV,,
.
ON THE WATER
Job Address 2737 HARRISON ST
Owner OSHKOSH CORPORATION
C hWe #DPters,_jff01 /2009
Designer _ —
Contractor R J ALBRIGHT INC.
r
Category 256 - Parking Lots, Driveways
Plan
Type 0 Building
0 Sign
❑ Canopy 0 Fence 0 Raze_
Zoning
Class of Const:
Size
-
Unfinished /Basement
Sq. Ft.
Rooms Height Ft.
❑ Projection
Finished /Living
Sq. Ft.
Bedrooms Stories
Canopies
Garage _
Sq. Ft.
Baths
Signs
Foundation 0 Poured Concrete 0 Floating Slab 0 Pier
0 Concrete Block 0 Post 0 Treated Wood
Occupancy Permit Not Required Occupancy Fee _ _ $0.00
Park Dedication # Dwelling Units
Use /Nature Factory / Install drive access at SW corner of lot to provide access
of Work
HVAC Contractor
Electric Contractor
Fees: Valuation $35,000.00 Plan Approval
Issued By:
0 Other
Flood Plain Height Permit
0 # Structures 0
Ave.
Plumbing Contractor _
$0.00 Permit Fee Paid $193.00 Park Dedication $0.00
Date 06/05/2009 Final /O.P.00 /00 /0000
❑ Permit Voided
Parcel Id # 1519600000
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this 4secan pplication within an easement, the City strongly urges the permit applicant to contact the easement
holder(s) and to y nece ry r als before starting such activity.
I have read and n th re i a oned information.
Signature
Date S
Agent/Owner
Address 5711 GREEN VALLEY RD OSHKOSH WI 54904 - 9700 Telephone Number 231 -8635
To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT
SITE PLAN REVIEW - ZONING
Location of Property: 2737 Harrison Street Date Rec'd: 06/03/09
Applicant Name: Shawn Davis, Foth Phone: 920 - 497 -2500 Fax:920- 497 -8516
Applicant Address: 2737 South Ridge Road, Ste. 600 City: Green Bay State: WI Zip: 54307 -2326
Owner: Oshkosh Cor2oration Parcel Number(s): 15- 1960 -0000 Zoning: M -2
Type of Construction: New driveway for Oshkosh Corporation
Compliance Checklist
use
Lot WiEkh
Lot Depth
bet Are
Floodplain
Comments /Conditions
Heigh
Front Setbael
Comer- Side Setbaek
interior Side Setback
Real Sethael
Building Are
Access Regulations
Parking Standards
Loading Standards
Vision Cl
Trans )ar- d Standards
NOTE: This review is for the proposed third driveway only.
NOTE: Property received an Access Control Variance for a third driveway along Packer Avenue on 11/06/07.
NOTE: Driveway proposed to be a Class III @ 35/65.
Review Fee: $100.00
** *REVIEW FEE NOT COLLECTED TO DATE. FEE MUST BE REMITTED PRIOR TO PERMIT BEING ISSUED * **
* * *THIS REVIEW IS FOR ZONING PURPOSES ONL Y AND IS NOT A BUILDING PERMIT'
*
* * * CONTACT INSPECTION SERVICES (920- 236 -5050) TO DETERMINE IF MORE INFORMATION IS NEEDED * * *
❑x Approved ❑ Approved w /Conditions ❑ Denied ❑ Hold
Reviewed by: Todd Muehrer Review Date: 06/03/09
Please contact the Zoning Administrator at 920.236 5059 if you have any questions.
REVIEW AUTHORITY
As per Section 30 -5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the following: (1) Alterations or interior
work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed.
COPY: Planning Address File Engineering
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IT TOP
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VARIES
�— 8" CONCRETE PAVEMENT
12" CRUSHED COURSE AGGREGATE
TYPICAL SECTION FOR
CONCRETE PAVEMENT
N.T.S.
R-O-W
I
5' 4810"=4
MAX SLOPE ==X CON
15' FLARE 35
I• 65' �I
DRIVEWAY DETAIL
N.T.S.
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THICK CONCRETE SIDEWALK
CONSTRUCTION, SAW
OR EXPANSION JOINT
NOTE:
INLETS LOCATED IN PACKER AVENUE
OR IN THE EXISTING LOT SHALL BE
PROTECTED.
SEE FIGURE NO. 2
OSHKOSH CORPORATION
PACKER AVENUE
ENTRANCE
rE CURB PROJECT ID 080013 a 15 30
TAPER TO DATE: 05/19/09 +Foth FIGURE NO.
. CURB HEIGHT I
PREPARED BY DJY
CHECKED BY: MDL '. rrmaswa,.. s Fm�,o„mw,e, ue
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754.86 FL
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BM = 756.92
VARIES
�— 8" CONCRETE PAVEMENT
12" CRUSHED COURSE AGGREGATE
TYPICAL SECTION FOR
CONCRETE PAVEMENT
N.T.S.
R-O-W
I
5' 4810"=4
MAX SLOPE ==X CON
15' FLARE 35
I• 65' �I
DRIVEWAY DETAIL
N.T.S.
2:25:20 PM smd X. \GB \IE\2008 \08001
THICK CONCRETE SIDEWALK
CONSTRUCTION, SAW
OR EXPANSION JOINT
NOTE:
INLETS LOCATED IN PACKER AVENUE
OR IN THE EXISTING LOT SHALL BE
PROTECTED.
SEE FIGURE NO. 2
OSHKOSH CORPORATION
PACKER AVENUE
ENTRANCE
rE CURB PROJECT ID 080013 a 15 30
TAPER TO DATE: 05/19/09 +Foth FIGURE NO.
. CURB HEIGHT I
PREPARED BY DJY
CHECKED BY: MDL '. rrmaswa,.. s Fm�,o„mw,e, ue
Ed \exhibits and figures \gate.dgn • 2009 Foth 10—t d— 8 Emi --nt, LL(
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EX FRAM'_—S
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24' 4" CONCRETE
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URITY
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BM =756.92
7! 3.39
X
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755.71
REBAR SET ON SOUTH SIDE OF E PACKER STREET
lr--,o Sw CORNER OSHKOSH TRUCK PROPERTY
10' SE OF HYDRANT.
5•
MAX SLOPE22M
IS' FLARE 35,
65,
Sir
DRIVEWAY DETAL
N.TS.
7t51:26 AM and X.\GEf\lL12009�
ii"TPWOK SAW
3R SWAMMOM jaw
- CONCRETE CURB
_W' TAPER TO
FULL CURB HEM
380013\..d\..hibltm and figu
755. . ii
T
EX. FRAMES
754.86
f
NOTE:
INLETS LOCATED IN PACKER AVENUE
OR IN THE EXISTING LOT SHALL BE
PROTECTED.
SEE FIGURE NO. 2
OSHKOSH CORPORATION
X73-7 HA44MWO
PACKER AVENUE
ENTRANCE
a 15 30 PROJECT ID 080013
PDRAETEPA0R4Er2M BY FIGURE NO.
D : MN
CHECKED BY: MDL
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ATTACH CET
THE TOP a
NOTE:
WHEN REST
SEDWENr 1
FABRIC M
REMOVE A
INLET MME
C� TYPE FF 70 BRACOM
JM AND
WING
,ED WATER
- GRATED INLET
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SIDES
smd X: \G8\IE\2O0B \080013 \wd\sxhi6ib and figures \aote.dgn