HomeMy WebLinkAbout0113678 B
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OSHKOSH
ON THE WATER
Job Address 2010-2050 JACKSON ST
CITY OF OSHKOSH
No
113678
BUILDING PERMIT - APPLICATION AND RECORD
Owner ANDY DUMKE
Create Date
04/22/2005
Designer
GRIES
Contractor
R J ALBRIGHT INC.
Category
230 - New Stores & Customer Service
Plan 04-19-0405
Type
18 Building
C2PD
0 Sign
0 Canopy
0 Fence
0 Raze
Zoning
Class of Const:
Size IRREG
Unfinished/Basement
0 Sq.Ft.
7672 Sq.Ft.
Rooms 0 Height 0 Ft.
Bedrooms 0 Stories 1
Baths 0
U Projection 1
Finished/Living
Canopies
0
Garage
~ Sq. Ft.
Signs
0
Foundation
8 Poured Concrete 0 Floating Slab
0 Concrete Block 0 Post
0 Pier
0 Treated Wood
0 Other
Occupancy Permit
Required
Flood Plain
Height Permit
Park Dedication
# Dwelling Units
0
# Structures
0
New Commercial - Foundation for 7672 sf commericial use building. * No work to proceed above the foundation until such permit is secured.
Use/Nature
of Work
HVAC Contractor
Plumbing Contractor
Electric Contractor
Fees: Valuation
$100,000.00
Plan Approval
$0.00 Permit Fee Paid
$404.00 Park Dedication
$0.00
Issued By:
Date 04/25/2005
Final/O.P. 00/00/0000
U Permit Voided 1
Parcelld # 1514819800
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 permit application within an easement, the City strongly urges the permit applicant to contact the easement
holder(s) and to secure any necessary approvals before starting such activity.
Signature
Date
Address
5711 GREEN VALLEY RD
Agent/Owner
OSHKOSH
WI 54904 - 0000 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.
e
OSHKOSH
ON THE WATER
GRADE STAKE FORM
Grade Stake Number
7264
Name ANDY DUMKE
Address
2010-2050 JACKSON ST
Create Date 04/22/2005
Lot
Block
Ward
Subdivision
Zone
Street Number
Lot Dimensions
I I Sidewalk Existing
Building Grade Elevation Stakes Set At Site
04/22/2005
Set By
Department of Public Works
I, the undersigned, owner or agent of the above described property agree to have the grade established before excavation
has commenced.
ZONINGILAND USE COMPLIANCE CHECKLIST
ZolO - è.oS"o
JOB LOCATION: .ii-' ílOi!B JACKSON STREET
PROPERTY OWNER/CONTRACTOR: Gries 1 RJ Albriaht
CONSTRUCTION DATA: 181 New Construction
0 Addition
ZONING: Co2 PD
0 Alteration
TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) 7672 SF Commercial Strip Center
COMPLIANCE CHECKLIST
COMMENTS:
. CUP approved 04/24/2004. Substantial work has occurred on site to prepare for
construction the multiple parcels involved in this project. This is why a pe=it is being
approved after the CUP expiration date (see attached documentation).
The Department of Community Development has approved the submitted building
elevations.
Modified landscape plan has been reviewed and approved.
Modified exterior lighting plan has been reviewed and approved.
Ground level mechanical equipment at rear of building and any other rooftop or ground-
level mechanical equipment and utilities must be screened from view of the adjacent
streets and residences to the east.
The properties have been combined on 4/21/2005, per Deputy Assessor Chuck Paskey.
DEFICIENT
0 Use
0 Lot Width
0 Lot Area
0 Lot Area Per Family
0 Floodplain
0 Front Yard
0 Front Yard Side Street
DEFICIENT
0 Rear Yard
0 Side Yards
0 Building Area
0 Parking Standards
0 Off-Street Loading Standards
0 Vision Clearance
0 Transitional Yard Standards
0 Parking Lot Lighting
.
.
.
.
.
DEFICIENT
0 Landscape Standards
0 Height
0 Conditions of Approval
0 Compliance with P.C. or
BZA Conditions of Approval
0 Signage Standards
0 Mechanical Equip. Screening
0 Other
REVIEW AUTHORITY
As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve aI/ plans, except the
fol/owing: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance nems, e.g- siding, windows,
etc-, when the use is conforming and when no change is proposed.
IZ! APPROVED
Plan Commission Action Required
BOAIVariance(s) Required
REVIEWED BY: Matt Tucke~
0 DENIED
DATE: 04/21/2005
2003
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FEBRUARY 24, 2004
04-38
RESOLUTION
(CARRIED
LAID OVER
WITHDRAWN
5-2
LOST
PURPOSE:
GRANT CONDITIONAL USE PERMITS; APPROVE FINAL
PLANNED DEVELOPMENT:
(A) 2004-2020 JACKSON STREET
(B) 3700 JACKSON STREET
(A) DUMKE & ASSOCIATES LLC, PETITIONER
(B) OSHKOSH PANTRY 41, OWNER
INITIATED BY:
PLAN COMMISSION RECOMMENDATION: All approved with conditions
BE IT RESOLVED by the Common Council of the City of Oshkosh that conditional
use permits are hereby granted for the following properties under Seçtion 30-11 of the
Oshkosh Zoning Ordinance, and that said permits are granted with conditions, if any, as
noted for each respective property, and the Planned District Overlay and final development
plans, per the attached exhibits, are hereby approved.
A) 2004-2020 Jackson Street
A conditional use permit for a planned commercial development for construction of a multi-
tenant strip commercial building, per the attached "Exhibit A", with the following conditions:
Building elevations for the north, south, and east elevations must be approved by the
Department of Community Development. The proposed north and south elevation shall
contain the same level of fenestration as the west elevation. The roof lines of these
elevations shall be enhanced similar to the west elevation.
Wall signs shall be placed in the areas above the proposed doorways.
Wall signs shall be uniform in size, scale, color, and type.
The dumpster enclosure materials shall match the materials used in the exterior of the
principal structure with final approval by the Department of Community Development.
A loading plan shall be submitted to, and approved by, the Department of Community
Development.
Parking lot lighting shall be ornamental and compliment the principal structure on the site.
The Department of Community Development shall approve an exterior lighting plan.
Foundation/building wall planting beds shall be a m1nimum of three feet in width and shall be
placed on all sides of the building adjacent to parking areas.
The perimeter of the parking lot shall be curbed with a minimum 6 inch curb.
A 10 foot setback shall be allowed along Jackson Street with setback area to include 60%
additional landscaping.
Eight (8) foot setbacks are allowed for the parking lot along Viola Ave. and Linwood Ave. with
the setback area to include 68% additional landscaping.
." .-
~.
FEBRUARY 24, 2004
04-38
RESOLUTION
CONT'D
2004-2020 Jackson Street (cont'd)
"if 11) A 5 foot setback is allowed along the east property line adjacent to the contractor's yard with
" setback area to include 80% increase in landscaping. Landscaping shall be distributed to
-,..,~"'Jf-r-- ;;"~y;" visually buffer the adjacent contractor's yard from views from the west and south.
()ì-:" 'I'~S"~2) The development plan shall be allowed to provide a total of 53 parking spaces.
.113) Aisle widths shall be a maximum of 24 feet in width.
V'14) Parking spaces shall be a maximum of 18 feet in depth.
,<--° 15) Property tax parcels to be combined through quit claim deed or any other method to be
approved by the Department of Community Development before permit issuance.
A 14 ft. setback allowed along east property line.
No driveway access to Jackson Street.
A 10 foot setback is allowed along Viola Avenue with setback area to include 60% additional
landscaping.
16)
/17)
,,018)
B) 3700 Jackson Street
A conditional use permit for construction of a storage area addition and self-service car
wash bay to an existing gas station/convenience store, per the attached "Exhibit B", with
the following conditions:
1)
2)
Trash enclosure shall be constructed of masonry type materials to be approved by the Dept.
of Community Development.
Trash enclosure shall be relocated to meet Ordinance setback requirements or Board of
Appeals variances must be obtained.
Parallel parking spaces must be made 22 ft. in length-
Four seasons screening must be added to the east property line to screen new parking
spaces and proposed car wash addition.
Board of Appeals variances be obtained for placement of the parking spaces along the east
property line.
3)
4)
5)
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SITE PLAN
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'vi elosltel
www.ruudlightlng.coM
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o.ppllco. tlons@ruudlightlng.coM
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USA Phonel 800.236.7000
USA F o.XI 800.236.7500
CAN Phonel 905.671.1991
AN F o.XI 905.671.3595
IlluMlna- tlon results shown on this lighting design o.re ba-sed on project pa-ra-Meters
provided to Ruud Lighting used In conjunction with luMina-Ire test procedures
conducted under la-bora-tory conditions. Actua-l project conditions differing froM
these design po.ro.Meters Ma-y a-ffect field results. The custoMer Is responsible
for verifying coMpllo.nce with a-ny o.ppllca-ble electrlco.l) lighting) or energy code.
ALL FIXTURES MEET IESNA CUTOFF CLASSIFICATION
Do. teI4/11/2005
ScQle: 1'=20'
LQyout By' Andy
Project NQMel JACKSON STREET
FilenQMel 50316GGIAKCR1.Q32
FOOTCANDLES CALCULATED AT GRADE USING MEAN LUMENS
NUMeric SuMMo.ry
Project! All Pro jects
Lo.bel Avg Mo.x Mln Avg/Mln Mo.x/Mln
PLANE 1.82 5.5 0.1 18.20 55.00
PROP LINES 0.21 0.5 0.0 0.00 0.00
LUMlno.lre Schedule
Project! All Projects
SYMbol Qty Lo.bel Arro.ngeMeni: LuMens LLF Description
~ 3 LPRVI SINGLE 5000 0.650 LPRVl407 - D 70'" MH
6 AC SINGLE 33100 0.650 AC3440-M 400\V MH (VII SBL-16 BACKLIGHT SHIELD)
POLE (6) PS4S22CTBZ (22' X 4' SQ. STEEL POLE)
SHIELD (6) SBL -16 <INTERNAL BACKLIGHT SHIELD)
TENON (6) PA-1A4 (SINGLE TENON)
NOTES!
PROPOSED POLES MEET 130 MPH SUSTAINED VlINDS.
POLE LOCATIONS DETERMINED BY CUSTOMER
MINIMUMSECURITY LEVEL LIGHTING IS GENERALLY CONSIDERED >0.2FC
- LIGHT POLE
ANCHOR BOLTS AND
BASE PLATE (PER
MANUFACTURERS SPECS,)
~ 3/411 CHAMFER
- #3 ROD WRAP TIES
@ 2" O,C, @ TOP
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GROUND ROD BY
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AC TILT ANGLEI 10 DEG ABOVE HORIZONT AL
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1"-20'-011
. GENERAL CONTRACTOR TO PROVIDE CONCRETE MECHANICAL
EQUIPMENT PADS, COORDINATE SIZE & REINF, REQUIREMENTS WITH
MECHANICAL & ELECTRICAL CONTRACTOR,
. GENERAL CONTRACTOR TO PROVIDE SILT FENCE/ EROSION CONTROL
MEASURES PER STATE/LOCAL STANDARDS,
. ALL SITE UTILITIES MUST BE VERIFIED PRIOR TO CONSTUCTION,
. PATCH ANY AREA OF ASPHALT PAVING OR CONCRETE PAVING AND
CONCRETE CURB DISTURBED BY CONSTRUCTION.
. GENERAL CONTRACTOR TO ROUGH GRADE AND FINISH GRADE ANY
AREAS DISTURBED BY CONSTRUCTION, SEEDING OF AREAS BY
GENERAL CONTRACTOR.
. ALL DRIVEWAY CUTS A~~D CURBING SHALL COMPLY WITH THE CITY
OF OSHKOSH STANDARDS.
. SEE LANDSCAPE PLAN L-l1 FOR PLANTING INFORMATION,
. PROVIDE A I'KNOX BOXII IN ACCORDANCE TO FIRE DEPARTMENT
REQUIREMENTS. IIKNOX BOX" TO BE PURCHASED THROUGH I_OCAL
FIRE DEPARTMENT,
. ALL PARKING LOT LIGHTING SHALL BE OF FULL CUT-OFF TYPE TO
AVOID LIGHT SPILLING ONTO ADJACENT PROPERTIES,
. ALL ACCESSIBLE PARKING SIGNAGE SHALL COMPLY WITH STATE OF
WISCONSIN ACCESSIBLE PARKING SIGN CODES,
. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION,
. ALL PARKING STALL SIZES SHALL BE 91_0IlX18'-011 TYPICAL, UNLESS
OTHERWISE NOTED,
. NO HAZARDOUS MATERIALS WILL BE STORED ON SITE.
. REFER TO CIVIL DRAWINGS FOR ALL UTILITY LAYOUTS AND
ACCESS EASEMENTS,
- -
- -
.- - -
LINWOOD
STR
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N89°08'58"E
110.421'
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FLOOR ELEV. := 7 1.5'
TANNIN SALON
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24 STALLS REQID,
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SITE
NOTES
1. NEW 411 CONCRETE WALK WI 6X6 10/10 WWM OVER 811 MIN, COMPACTED
AGGREGATE FILL. PROVIDE SCORE JOINTS MAX 5'-0" OIC WITH CONTROL
JOINTS AT 301-01! OIC MAX, FLARED SIDES AT ADA ACCESSIBLE RAMPS
NOT TO EXCEED 1:10 SLOPE, RAMP NOT TO EXCEED 1:12 MAX, PROVIDE
NON-SLIP PATTERN, SEE DETAIL 8/AO.2.
2, PROVIDE BITUMINOUS PAVING - REFER TO CIVIL DRAWINGS FOR
DESIGN AND TYPES,
3, H,C, SIGN AND POST PER WI D.O,T. ADMINISTRATIVE RULE TRANS, 200,07,LO
4. POST TO HAVE ADDITIONAL D,O,T. APPROVED SIGN STATING VAN 0
ACCESSIBLE,
5, DUMPSTER ENCLOSURE} SEE SHEET AO,2 FOR DETAILS, GARBAGEI 0
RECYCLING PICK-UP TO BE BY PRIVATE COMPANY, (\J
6, 5') THICK CONCRETE APRON WI 6X6 10/10 WWM OVER 811 MIN COMPACTED"'-
AGGREGATE FILL, PROVIDE SCORE JOINTS MAX, 101-0" OIC TYPICAL. LO
DOWEL APRON TO DUMPSTER SLAB W. I #4 .RODS AT 21-011 OIC TYPICAL. {\J
PROVIDE 1/2" EXPANSION MATERIAL BETWEEN APRON AND SLAB,
7. NOT USED ~
8, 6'1 CONe. CURB AND GUTTER ASSEMBLY} REFER TO CIVIL DRAWINGS, \." J
9, 1611 400 WATT METAL HALIDE CUT-OFF FLOODLIGHTS MOUNTED ON 0
221-011 POLE} SEE DETAIL 3/AO,1. (SINGLE HEAD, SEE PLAN, (f)
FIXTURES TO BE MOUNTED 90 DEGREES TO GRADE, TYPICAL,
TYPE TO BE RUUD AC SERIES OR EQUAL, PAINTED BLACK,
10, REQUIRES MINIMUM 10'-01' X 25'-0" LOADINGIUNLOADING ZONE, (9
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11. 70 WATT METAL HALIDE WALL MOUNTED DOWNLIGHT, TYPE TO BE
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12, ELECTRICAL TRANSFORMER. LOCATION TO BE VERIFIED PRIOR TO
INSTALLATION.
10. PROVIDE CONCRETE APRON AND STOOP FOUNDATION @ DOORS, REFER
TO PLANS FOR ADDITIONAL INFORMATION,
14, ADA CURB RAMP PER DETAIL 81 AO,2.
15, INTERIOR ROOF DRAINS AND OVERFLOW DRAINS SHALL BE TIED INTO
STORM WATER SEWER, REFER TO CIVIL DRAWINGS FOR SEWER LOCATIOÜ
16, CATCH BASIN - REFER TO CIVIL DRAWINGS,
N89°08' 45"E
64.54'
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