HomeMy WebLinkAbout0121272-Building (sign)
o
OSHKOSH
ON THE WATER
Job Address 580 S KOELLER ST
CITY OF OSHKOSH No 121272
BUILDING PERMIT - APPLICATION AND RECORD
Owner RIVER VALLEY ONE LLC Create Date 08/11/2006
Designer
Scott Steffen, Sheboygan Cty Signs
254 - Signs
Contractor FLYWAY INC
Category
Plan
Type
o Building
. Sign
o Canopy
o Fence
o Raze
Zoning
Class of Const:
Size
Unfinished/Basement
Sq.Ft.
Sq.Ft.
Sq.Ft.
Rooms
Height
Ft.
o Projection I
Finished/Living
Bedrooms
Stories
Canopies
Garage
Baths
Signs
Foundation . Poured Concrete 0 Floating Slab
o Concrete Block 0 Post
o Pier 0 Other
o Treated Wood
Occupancy Permit Not Required
Flood Plain
Height Permit
# Dwelling Units
o
# Structures
o
Park Dedication
Use/Nature iRestaurant / One ground sign 60' tall with 430 sf sign area and 80 sf elect mesg center setback approx 30'. Three wall signs: west wall
of Work 120sf(9.4% wall area), north wall 84 sf (4.9%), south wall 84 sf (1.5%)-iIIuminated.
HV AC Contractor
Plumbing Contractor
Electric Contractor
Fees: Valuaf
$104,200.00 Plan Approval
$0.00 Permit Fee Paid
$378.00 Park Dedication
$0.00
Issued By:
Date 08/25/2006
FinaIlO.P. 00/00/0000
o Permit Voided I
Parcelld # 0611620000
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkos s no auth rity to enforce easement restrictions of which it is not a party, if you perform the work
described in this permi Iicatio n easement, the City strongly urges the permit applicant to contact the easement
hold",(s) a"d to 000 vals befo<e sMog s",h "'MIy. Date $")~
Agent/Owner 0/
FOND DU LAC
WI 54937 - 0000 Telephone Number 920-921-7181
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: 580 S Koeller Avenue (Golden Corral Restaurant)
Date Rec'd:
08/11/06
Applicant Name: Scott Steffen. Shebovgan County Signs
Phone: 920-579-0549 Fax: 920-893-6566
Applicant Address: N5590 Luey Lane
City: Plymouth
State: WI Zip: 53073
Owner: River Valley One. LLC.
Parcel Number(s): 06-1162-0000 Zoning: C-2/HWY 41
Type of Construction: 1 Ground Sign and 3 wall signs (ID signs-Golden Corral)-REVISED from April application
Compliance Checklist
Use
Lot Width
Lot Depth
Lot Area
Floodplain
Airport
Height
Front Setback
Comer-Side Setback
Interior-Side Setback
Rear Setback
Building Area
Access Regulations
Parking Standards
Loading Standards
Vision Clearance
Trans. Yard Standards
Screening
Landscaping
Lighting
Signage
Mechanical Screening
Var.lCUPIPD Conditions
Other
Comments/Conditions
SIGNAGE-Summary
Ground Sign
o Ground sign meets 25' setbacks and is total of 430 sq ft (215 sq ft per side) and 80 sq ft
of elec msg center (40 sq ft per side) with overall height of 60' ft. Site area allowed is
1600 sq ft. as site is 2.28 acres (greater than 2 acres) and 200 sq ft msg center.
Wall Signs
o Wall sign on west facade is approx. 120 sq ft. Wall area is approximately1280 sq f.
West wall signage covers 9.4%.
o Wall sign on south facade is approx. 84 sq ft. Wall area is appt;,oxilllately 5450 sq f. Wall
Signage covers 1.5%.
o Wall sign on north facade is approx. 84 sq f1. Wall area is approximately 1733 sq f. Wall
Signage covers 4.9%.
***$25.00 SIGN REVIEW FEE NOT SUBMITTED- PLEASE COLLECT AT
PERMIT ISSUANCE***
Review Fee: $25.00
[g) Approved
D Approved w/Conditions
D Denied
D Hold
Reviewed by: David Buck
Review Date: 8/11/06
Please contact the Zoning Administrator at 920.236.5062 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 confooning and when no c~ange in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is confonning and when no change is proposed.
1:\Plannillg\David\ZOlling Compliance Chock Lisls\Aug 06\580 5 kocller - golden corral groLUld & wall signs.doc
COPY: Planning
Address File
Applicant
CITY OF OSHKOSH PERMIT REQUIREMENTS
Information Required for All Si2n Permit Applications
Site Address: .0:;:51 Kcdtll /51
Sign Contractor Name: Flyway Signs & Screenprinting -.:tN5/~ti
Project Coordinator: ~II S-fe("6,J--;)IJe&iYffM- &oNlvj S17;v-r>
Prope:ty Owner: [JiJ'1 ~fP/~ .
Electncal Contractor: LJ55 dtJ e/eClj.t:N,
(if applicable)
Information Required for Wall Si2ns
(Signs that do not project more than 18" from the face of the building.)
~rovide a scaled elevation drawing of each wall where a sign is proposed to be
installed: (See Attached)
VProvide overall dimensions of each walL .
/Proposed signs must be shown on each elevation; to scale, dimensioned,
proposed copy and in the location they are proposed to be installed.
~Existing signs must also be shown on each elevation to determine total square
footage on the elevation. . ,
uzr;rovide a summary of wall signage for each elevation that signage is being
requested.
-Provide the size of each existing and proposed sign and the total square footage
of the wall affected. (Wall area is defied as the area from the grade level to the
underside of any roof overhang or to the top of any parapet walls. If in doubt,
please call to discuss.)
~ Existing
~proposed
Total
Indicate whether the signage(iilluminat~r non-illuminated.
o U/L or ETL Numbers for illuminated signage. 1b rBe- fdrt..J~("teO
Ui'Cost of signage and installation.
$:J.~ t50cJ
** All rights reserved by copyright parties. No part ofthis publication may be reproduced, stored in a retrieval system,
or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the
prior written permission of the copyright owner. .
CITY OF OSHKOSH PERMIT REQUIREMENTS
Information ReQuired for All Si2n Permit Applications
Site Address: f50J 3"' klJ.e }..JelL &1
Sign Contractor Name: Flyway Signs & Screenprinting -:T",s-!eU I 5
Project Coordinator: 5:0 II Ufe .f"HUV -'SfJe&~&u,..;rl?11fV
Property Owner: ~G/~
Electrical Contractor: I. '. f1!orJ-.u:r....
(if applicable)
Information ReQuired for Ground Mount Si2ns
[3" Scaled site plan showing the location of all existing and proposed ground mount
SIgnS.
Signs mustbe shown in plan view to properly represent their location and
distances to property lines.
(!2( Setback dimensions to property lines. .
~Location of signs in relation to parking lot, parking stalls and buildings.
I2f Size of the property (total square footage.)
[3' Design information for each proposed sign: (See Attached)
~ Overall height
YIlluminated or non-illuminated
./Post / Pole details
{ ~onnection of sign panels to sign structure
ZSize of the signage
fl oundation details
U/L or ETL Numbers
** Note: Signs 20' and taller will require structural calculations to support the foundation,
sign structure and sign connection details. This information may be required for shorter signs
depending upon Inspector discretion.
_See Attached _Not Applicable ~ B..e Fdrw1>d)eD
o Provide a summary of existing and proposed ground mount signs:
TO:t:!-uare footage of each existing ground sign aud proposed signs.
Existing ,
d Proposed ~ /6 Me..,
#t./IJ Total
o Cost of signage and installation.
$ 7'7; 7CJO wlt;H G -I- ..::CtJ$//'J~
** All rights reserved by copyright parties. No part ofthis publication may be reproduced, stored in a retrieval system,
or transmitted, in any form by any means, electronic, mechanical, photocopying, recording or otherwise, without the
prior written permission of the copyright owner. .
~r 14 06 02:15p
Scott Steffen- Wis. Neon
920-893-6566
..
WISCONSIN
Recipient: Allyn Dannhoff Sent By: Scott Steffen- Wis. Neon
Company: City of Oshkosh- Insp. Services Company: Wisconsin Neon I SCS
Fax Number: 920-236-5084 Fax Number: 920-893-6566
Voice Number:
Voice Number:
920-893-6366
920-236-5045
Date:
8/11/2006
Time:
11 :45:59 AM
Total No. Pages: 1
Subject:
Permit for Golden Corral- 500 S. Koeller
Message:
Allyn I
Here are the UL numbers for the project. Please call me if you have any
questions.
p.1
/'
Aug 14 06 02:16p Scott Steffen- Wis. Neon
Au~ 14 2006 3:20PM HP LASER~ET FAX
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GENERAL NOTES:
1. All design. fabrIcotlon. installation and construction
sholl conform to the following specifications. unless
specifically noted otherwise on the drawing:
. The 2003 International Bu.dlng Code
. American Concrete Instltut. Buldlng Code
Requirements for Reinforced Concrete (318-02).
. American Instltut. of Steel Construction. Inc
Manuol of Steel Construction (9th Edition).
. American Welding Socl.ty ANSI/ AWS 01.1-2002
Structural Welding Code - Steel
2. All steel components shall be as Itsted below.
unless noted otherwise:
. All rotled shopes. plates and bars shall be
ASTM A36. or equal.
· All pipe shall meet the requirements of ASTM
A53. Type SorE. Grode B. or shall meet the
requirements of ASTM A252. Grode 2 or better.
with a minimum )Wd stress and wall thickness
that meets or exceeds the minimum valu..
specified for that pipe on this drawing (ASlN
A252 thickness tolerances are not allowed).
. All structural tubing shall b. ASTM ASOO.
Grode B. or equal.
. All bolted connections shall be made with ASTM
A325 Bolts and shall be In.tolled as per
AlSC Specifications
. All exposed materials shall be property protected
from weathering and/or cOITOSlon.
J. All field welds shall be mode by a welder certified
In the specified position.
· All welds shall be mad. with E70XX electrode.
or equal.
. All welda shall be mode In a sequence that wll
balanc. the applied heat of welding whHe the
welding progresses.
4. All concrete shall have a minimum compressive
strength at 28 days of 3000 psi.
. Slgnog. may b. Installed on the structure after
a mlnlrnum curing time. of 3 days. provided the
curing proceaa has be4In prOP-erly malntenanced
In accordance with Act 31a-:02.
5. No ateelrelnforcement la r~lred In cub. or
auger at\4. footlnoa where the support column
Is embedded dlreclly to the bottom of the footing.
6. Th. structure has be4In designed to withstand a
90 mph (3-aec guat) design wind speed with 0
maximum desIgn p-resaure of 22.8 psf according
to ASCE 7-98. (Exposure C)
. Thla desIgn Is not valid for areaa with epeclal wind
requirements In excess of those listed above.
. If the propoeed structure Is located In the
proximity of a bluff. the top or. base of a
steep hOI. or any other g~1caI feature
that may affect the wind flow around the sign.
the lnatOfler shall contact Cornerstone for
potential redesign or re-evaluotlon.
7. Th. foundation has be4In desiQned onumlng
the following average .0H conditions:
. Allowable Lateral Bearing Pressure of 200 p.f/ft
(Thla wlue Is used for cube and auger foOtings.)
The soH allow la multiplied by two for laotated
footing os 1804..3.1.
· 200 pst/ft COITesponds to a medium dense
sand. or equal.
. If soli conditions other than those osaumed are
encountered (Indudtng soft .0Da. unstable or
collapsing solis. .xpanslve soIIa. organic materials.
groundwater. adjacent utDltles\ or any other
condition of potential concern) cease excavation
Immediately and contact Cornerston. 80 that the
foundation design can b. re-.valuated.
. If the structure la to be located In the proximity
of a buDding or any other atructure. Cornerstone
sholl be contacted prior to installation to evaluate
any potential Impact on the adjacent footings.
· If the structure la located on the skle or top
of 0 slop. In excess of 3: 1. the Installer shall
contact Cornerston. for re-.wluation. Th.
foundation sholl not be placed In or near a
fill slope without Cornerstone.. approval.
. All concrete shall be placed In direct contact with
undisturbed soli. Ther. sholl be no backfilled
.on placed In or around the foundation without
written approval from Cornerstone.
8. eorn....ton. Is In no way responslbl. for the safety
of the work alte during tn.tollatlon. The Inatoll.. shall
take approprlat. measures to make sure that the
installation of the foundation and the erection of the
structure Is performed uslng method. In compliance
with applicable OSHA regulations.
9. If .xlstlng and proposed condltlona cr. not
08 detaled In this' design drawing the tnataller
shall cease work and notify Corn....tone immediately.
.. Cornerstone will not be performing on-alte
inspection. or verification of conditions. It Is
the responslbBlty of the Install... the structure
owner, and the property owner to identify the
on-alt. conditions and to contact Corn....tone with
any discrepancies or concern.. It I. the own....
responslbDlty to locate and mark all un_ground
utHltles.
10. Any d.vlatlon from these plans or non-compliance
wIth the general not.. without written approval from
Cornerstone will rend.. the entire design to be void.
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SPLICE NOTE:
GAPS LARGER THAN 1/8" BETWEEN RINGS
AND LOWER PIPE ARE UNACCEPTABLE.
FIELD MODIFICA llONS ARE PROHIBITED
WITHOUT CORNERSTONE'S APPROVAL.
SEE NOTE 3.
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6 0 60. SPACED EQ
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12" NOMINAL DIAMETER
OR EQUIVALENT
ELEV = 41'-0"
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WI P.E. # 33193-006
GENERAL NOTES
-
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· PROVIDE SILT FENCE AND OR BARRIER AT LOT
LINE/ CONSTRUCTION GRADING LIMITS AS REQUIRED
BY CITY/ TOWNSHIP, PROVIDED BY EXCAVATOR,
REFER TO CIVIL PLANS,
· ALL PARKING LOT LIGHTING SHALL BE OF FULL
CUT-OFF TYPE TO AVOID LIGHT SPILLING ONTO
ADJACENT PROPERTIES, REFER TO SITE LIGHTING
PLAN,
· 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 AS NOTED ON
PLANS,
· NO HAZARDOUS MATERIALS WILL BE STORED ON
SITE,
· ALL CONTRACTORS SHALL VISIT THE SITE AND
FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO
& DURING CONSTRUCTION, I
· ALL DEMO, MATERIAL SHALL BECOME THE PROPERTY
OF THE CONTRACTOR AND MUST BE REMOVED FROM
THE SITE IN A TIMELY MANNER UNLESS NOTED
OTHERWISE,
· ALL SITE UTILITIES MUST BE FIELD VERIFIED PRIOR
TO EXCA V A TION/ SITE WORK,
· ANY PUBLIC SIDEWALKS INSIDE THE PUBLIC RIGHT
OF WAY THAT ARE DISTURBED OR DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED BY PROPERTY
OWNER, ADJACENT MATERIALS SHALL BE PATCHED
TO MATCH, UNLESS NOTED OTHERWISE,
· ALL ROOF DRAINAGE SHALL BE TIED TO STORM
SEWER SYSTEM, REFER TO CIVIL DRAWINGS,
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(1) Copyright. This Print/Computer File
Is The Exclusive Property Of
Gries Architectural Group, Inc.
Use Only For Purpose Which Loaned. Copying Or
Reproducing Is Prohibited. Return Upon Request.
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date. O-i-/03/2006
job' 06-02-i-
d. by: LCF
^ PER CITY
rev.. ill REV, 04/10/06
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