HomeMy WebLinkAbout0109688-Building (parking lot)No109688
CITY OF OSHKOSH
OSHKOSHBUILDING PERMIT - APPLICATION AND RECORD
ON THE WATER
ST PETERS CONG
Job Address435 HIGH AVEOwnerCreate Date07/28/2004
DesignerContractorRADTKE CONTRACTORS INC.
Category256 - Parking Lots, DrivewaysPlan
TypeBuildingSignCanopyFenceRaze
ZoningClass of Const:Size
Sq. Ft.Projection
Unfinished/Basement0Rooms0Height0Ft.
Finished/Living
0Sq. Ft.Bedrooms0StoriesCanopies0
Garage0Sq. Ft.Baths0Signs0
Poured ConcreteFloating SlabPierOther
Foundation
Concrete BlockPostTreated Wood
Occupancy PermitNot RequiredFlood PlainHeight Permit
Park Dedication# Dwelling Units0# Structures0
Church/School - Expand East parking lot at SE corner, mill and overlay existing parking lot. Expand, mill, overlay west parking lot (west of
Use/Nature
school.)
of Work
HVAC ContractorPlumbing Contractor
Electric Contractor
Fees: Valuation$139,000.00Plan Approval$0.00Permit Fee Paid$481.00Park Dedication$0.00
07/30/200400/00/0000
Issued By:DateFinal/O.P.
Permit Voided
Parcel Id #0102790000
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.
SignatureDate
Agent/Owner
6408 HY 110WINNECONNEWI549860000582-4114
Address-Telephone Number
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.
ZONING/LAND USE COMPLIANCE CHECKLIST
JOBlOCATlON: LJ,?Z; Hr)h AVL I ZONING:
PROPERTY OWNER/CONTRACTOR: ,5+ W~ r <;;; /' f<q ~ Q.
CONSTRUCTION DATA: 0 New Construction 0 Addition 0 Alteration
(2r? PJ
,:)- '-
(i.e. fence, poql, parking lot, siQn, etc.)
L i, V 1\./\ --- \V\.\\ C? >(\ ,..""
DEFICIENT
DEFICIENT
DEFICIENT
COMMENTS:
L-l JiP ) (PD
/
o Rear Yard
o Side Yards 0 Height
o Building Area ~conditions of Approval
o Parking Standards 'Compliance with P.C. or
o Off-Street Loading StandardsBZA Conditions of Approval
o Vision Clearance Signage Standards
o Transitional Yard Standards 0 Mechanical Equip. Screening
o Parking Lot Lighting
Jf) r-odD~ n~
o Landscape Standards
o Use
o Lot Width
o Lot Area
o Lot Area Per Family
o Flood Plain
o Front Yard
o Front Yard Side Street
If}{f;,~ ~ ea,.:tJ k l-
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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.
~PPROVED
o DENIED
Plan Commission Action Required
Variance(s) Required
REVIEWED BY: m3
DATE: 7/J0{Of
2003
~
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GENERAL GRADING PLAN NOTES:
~
A. ALL ELEVATIONS ARE REFERRED TO USGS DATUM
AS SUPPLIED BY THE CITY OF OSHKOSH
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"
4~ ~
+6 <0
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B.
EXCA VA TING CONTRACTOR TO PROVIDE FINISHED GRADE W /:
1. 6" TOPSOIL @ ALL LAWN & PLANTING AREAS
2. 8" COMPACTED STONE @ ALL ASPHALT AREAS
SEE BITUMINOUS PAVING DETAIL C/C1.1
C. PROVIDE SILT FENCE PER DETAIL D/C1.1 AT THE ENTIRE
PROPERTY PERIMETER
LANDSCAPING MATERIALS
JULY 26, 2004
REVISIONS
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MA TURE
HEIGHT / DIAMETER
COLOR
SUMMER 1 FALL
PLANTING
SIZE
QUANTITY
BOTANICAL NAME
MK COMMON NAME
- '-'-
5' / 4'
PURPLE / INSIGNIFICANT
WEIGELA FLORIDA 'WINE ROSES'
15" - 18"
15
WR WINE AND ROSES WEIGELA
- .-.-.-.-.-
LAWN
"
D. PROVIDE INLET PROTECTION PER DETAIL F /C1.1 AT ALL
PERTINENT CURB INLETS
4' / 4'
2'
SPIRAEA NIPPONICA 'SNOWMOUND'
DARK GREEN / INSIGNIFICANT
44
SS SNOWMOUND SPIREA
- .-.-.-.-.-.
+ 760.25
- .-.-
.-.-.-
2'
2' / 2'
CREAMY- YELLOW / INSIGNIFICANT
SPIRAEA X 'GOLD MOUND'
43
GM GOLDMOUND SPIREA
E. EROSION CONTROL MEASURES SHALL FOLLOW
'BEST MANAGEMENT PRACTICES'
- .-.-.-.-.-.-.-
6" / 5'
GREEN / PURPLE
JUNIPERUS HORIZONTALlS 'PRINCE OF WALES'
15" - 18"
28
WJ PRINCE OF WALES JUNIPER
-.-.-
-.-.-.-
+ 760.17
-'-'-
-.-.-.-
15'-25' / 3'-5'
4'
GREEN / GREEN
"
28
THUJA OCCIDENTALlS
PA PYRAMIDAL ARBORVITEA
GENERAL DEMOLITION NOTES:
NOTE: 1. ALL BEDS TO RECEIVE WOOD MULCH
2. ALL PLANTINGS AND BUFFER AREAS TO BE MAINTAINED BY OWNER.
A. PROTECT ALL REMAINING SURFACES FROM DAMAGE
CAUSED BY DEMOLITION
B. DISPOSAL OF ALL REFUSE SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND COMPLETED
IN A MANNER CONSISTENT WITH ALL APPLICABLE
CODES & ORDINANCES
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+ 760.03
---- -- - - ---
C. REMOVE ITEMS AS INDICATED BY DASHED LINES
D. ALL WORK IN CITY R/W AND TO PUBLIC UTILITIES TO BE
COORDINATED W/ CITY OF OSHKOSH ENGINEERING DEPT.
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GENERAL SITE NOTES:
1. THIS SITE PLAN WAS PREPARED FROM INFORMATION FROM
VARIOUS SOURCES AND IS NOT CERTIFIED. ALL
INFORMATION MUST BE VERIFIED BY CONTRACTOR.
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2. ALL WORK WITHIN R/W SHALL REQUIRE A PERMIT FROM
THE CITY OF OSHKOSH ENGINEERING DIVISION.
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KEY TO SYMBOLS:
EXISTING CONTOURS
+ 759.47
NEW CONTOURS
/
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___ ~1~~ 758.15+
60~
+756.46 EXISTING SPOT ELEVATION
+1756.461 NEW SPOT ELEVATION
--* -+- SILT FENCE
:::> DRAI~!AGE ARROW
/
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~55.81
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SW CORNER SIGN 0.4' OVER LINE
SITE WORK NOTES:
ill NEW METAL GUARDRAIL, SEE DETAIL E/C1.2
@ NEW CATCH BASIN, SEE DETAIL F /C1.2
RIM ELEV == 752.75
INVERT = 750.00
Q) REPLACE CONCRETE SIDEWALK PER CITY STANDARDS,
SEE DETAIL G/C1.2 (COORDINATE LOCATIONS WITH OWNER)
o REMOVE ASPHALT AND STONE BASE, THIS AREA,
PROVIDE TOPSOIL AND WOOD MULCH LANDSCAPING BED,
SEE LANDSCAPE BEDS DETAIL ,THIS SHEET
MATCH BOTTOM OF CURB TO EXISTING GRADES, TYPICAL
@ NEW 8" PVC PIPE @ 1/4" PER FOOT PITCH MIN
FIELD VERIFY EXISTING STORM MAIN ELEVATION
@ REMOVE AND REPLACE EXISTING CONCRETE STREET
PER CITY STANDARDS, OBTAIN CITY REVIEW AND
APPROVAL PRIOR TO EXCAVATION
(]) PROVIDE SILT FENCE, THIS PROPERTY LINE
SEE DETAIL D/c1.1
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EXISITNG ASPHALT
P A VI N G
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(2) WR
(3) WJ
(3) WJ
NW CORNER F:AC/A OF OVERHANG ON LINE
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ROOF 0.6' lOVER UNE
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REMOVE EXISITNG DRIVE ENTRANCE AND PROVIDE NEW
CONCRETE CURB PER CITY STANDARDS. SEE DETAIL G/C1.2
EXISTING DRIVE ENTRANCE TO REMAIN
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LANDSCAPE BED, SEE LANDSCAPE PLAN THIS SHEET
REMOVE EXISITNG SINGLE FAMILY RESIDENCE AND
FOUNDATION. COMPACT BACKFILL TO 95% PROCTER
@ REMOVE EXISITNG METAL GUARDRAIL AND CONCRETE
WHEEL BLOCKS
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@ PROVIDE 12" W SPLlTF ACE COLORED CMU LANDSCAPE
BLOCK RETAINIGN WALL, (BEND INDUSTRIES, VERSALOCK,
BUFF OR APPROVED EQUAL) SEE DETAIL H/c1.2
NOTE: TOP OF WALL ELEVATION TO MATCH NEW GRADE
@ NEW LIGHT POST, COORDINATE WITH OWNER
SPLI TF ACE CONCRETE BLOCK
RETAINING WALL SEE DETAIL H/C1.2
.
"
SITE, GRADING, DRAINAGE & EROSION CONTROL PLAN
LANDSCAPE PLAN
()
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~
~ BENCHMARK = 754.49
~ FIRE HYDRANT CORNER PEARL & JACKSON
~
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SCALE: 1" = 20'
SCALE: 1" = 20'
NOR TH
NORTH
PROJECT NUMBER
0408
C1Il
SHEET NUMBER
_it
MOVAL
24"
4" CONCRETE SIDEWALK
WI bXb *"10110 lUU'1
~FAVING / WALK
~ NO SCALE
n~"
3/4'R MAX.
1/2 "1FT. _,'.......
POURED IN PLACE
C(:lt-~CRETE
f:\s CONC~T,~ CURB 4 GUTTER
\.:::J NO SCALE
tl2" EXPANSION MAT.
1/4 I FT. PITC~ ,r-" 4" CONC. WALK
FROM BUILDING -L-
411 T~K. CONC. WALK
~~~ ~ 6UILDI~
t::::\,D ' E~!GE e(3
\:::;J NO SCALE
DE
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I 1!IF CURB AND GUTTER 5ECTIQt-.[ EXISTS, REMOv'E AND REPLACE ENTIRE SECTION
: H !l
I j i,:;,),',',!:,' USE 6 BAGs CONCRETE WIT~ 4':;-1':; PERCENT ENTRAINED AIR AND t'1AXIMUM 3" SLUMP
: ':J CONCRETE 5HALL SE THQRCl\JGHL Y TROWELED AN.D BRUSHED AND CURED WITH AN
!!1MFERVIOU5 COATI~. ALL JOn'nS SHALL BE TOOLED.
il,:1;
III F,~~:t)>~::~,:: PLACEt)> ON FROZEN GI'l1AV'EL OR WlEN TI-lE AIR
~.ll COt-4CRETE 5~ALL BE PROTECTED P:~OH TRAFFIC FOR .4' PERIOD OF NOT LESS TRAN
I H DAYS OR IF A1I10SPHERIC TEMP 15 BELOUJ 10"F USE UJISDOT STANDARD SPECIFICATIONS
!i J
; CONCRETE 5HALL BEF'f<OTECTED FROI"'"l FREEZil~ iEt1F FER Cflr OF 06i-1KOSri 6PECiFICATICi'~&
5AW ALL EXI5Tt~ TRAN5VERSE JOINTS THROUGH NEW 5ECTI~
IF Tl-iE EXISTING CURB AND GUTTER TO BE MATCl-fED 15 OVERLAND WITl-l A5Pl-iAL T
PAN OF T!-lE NEW CURB AND GUtTER SECTION 15 TO BE KEPT DOWN
2" TO PROVIDE A BUTT JOINT FOR A 5A-l AL T
KEEP CONCRETE APRON 112" ABOVE BACK OF CURB ~EIGHT
30"
~~
1
.24"
REPLACE WI 30" CURB ( GUTTER 5ECTION
5Aux::.UT FULL DEPTI-4 PRIOR TO REMOvAL
3/4" X 12" D~D BAR
EXISTING CONCRETE PAVEMENT t
CRUSHED AGGREGATE BASE COURSE - St" MINIMUt1 THlcKNES5 COMPACTED
SECTION viEW OF INTEGRAL CUR6
NO SCALE
INLET PROTECTION
G ~1:~LECUR6 l-IEAD
ELEyATION ~
i
81-e;>. MAX
t-
ATTACH FABRIC TO
PooT WITI-4 WIRE .
STAFLES
II
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WOOD OR STEEL
SUFFORT POST
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6ECTION
~E' oiL T FENCE
\!:;) NO SCALE
VARIES
PROPERTY LINE
MAXIMUM DI5TANCE IF GRADE
15 MA><' f In" PER FOOT ~,. 6" THICK C<:::>Nt~Rg:iE &IDEWALK
, lL SLOPE =G/411 PER FT I
CONCSTRUCTION, $Alif~__ · ..1,-
OR EXPANSION JOIN~
3/4" - 1211 DIAMETER EPOXY COATED
DEF~D BARS AT 3' C - C
MAXIf'1UH FLARE
2.5' - CLASS I
5.0' - CLASS 2
1:;'.0' - CLA55 3
18" TAPER TO RJLL CURB f.lEIGf-lT W
I FT OF NEW FULL ----
CURB HEAD ERQ'D
BEFORE TAPER 5TARTS
In" EXPANSI0r4 JOINT
MAXIMUM 8LOPE '" 1112" PER FT.
VARIE5
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REINFORCED
GEOTEXTILE
FABRIC
EXCAvATE MINIt1UH 6"xb"
TRENCR FOLD GEOTEXTILE
FABRIC TO FIT TRENC~.
BACKFILL AND COMPACT
TRENCH WI~ EXCAVATED
SOIL TO ANCOOR FABRIC.
KEEP CONCRETE APRON
1121' ABOve BACK OF cur<E,~
~
1811 TAPER TO FULL CURD i-4EIGHT
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1 t=T OF NEW FULL
CURB !-lEAD ERQ'D
BEFORE TAPER START5
CONCRETE CUR'6
GUTTER FLOWLINE
MAX. 2<3' CLAS5 1 - MIN. 13' CLA55 I
MAX 40' CLA55 2 - MiN 28' CLAS5 2
MAX. 10' CLAS5 3 - MIN 60S' CLAS5 .3
viEW OF CU
MOVAL F
DRIVEWAY OPENINGS
- FIN/&!-l GRADE
lV4 tI OF A5P!-lAL TIC CONCRETE
P;AVEMENT ( FINI~ COURSE)
, ~2'" OF ASPHALTIC CONCRETE
'/ P,AVEHENT ( BINDER COURSE)
CP-- 4'1' OF GRAVEL 5U~ACE COURSE
UtNDISTURBED $OIL OR
cot1PACTED FILL TO A MIN.
91S % COMPACTION
G) ~ll~AVING DETAIL
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NOTE: l. ALL BEDS TO RECEIve IlJOOt) MJL~ ~OVER UEED 6ARRJER
2. ALL PLANTING5 AND BUFFER AREM to 6E MAINtAINED BY OlNER
3. PLANTING eELECTICN$ MAY VARY PER CITY REQUIREMENTS.
LAND$C.APINC:J CONTRACTOR WILL BE REQUIRED TO oeT AIN
CITY APPROvAL OF FINAL PLANTIN::3 5ELECTICN5 AND COORDINATE
WI~ CITY, OUNER ARCt-IrTECT AND GeNERAL CONTRACTOR
~
,4 TERIAL5
PLANTING MA11JRE COLOR
$,~IZE HEIG~T I DIAMETER 5Ut1MER I FALL QUANTITY
.
la" CALIPER 351 I 25' 6RlG+-IT GREEN I BRILLIANT RED I
~~
1,'211 CALIPER 15>' / 15'
F'URF'LE / F'URPLE 6
15" - lell 5' /4' FURFLE / 1N5lGNlf:ICANi 12
..
4' ~ 12'-25' BRIGHT GREEN 10
15" - 18" 5' /6' BLUE GREEN BLUE GREEN
SHEET' NUMBERS
LANDSCAFING M,
MK COMMON NAME
BOT .AN.ICAL N.A.ME
RR RO"( AL RED MAPLE
AcER PLAt ANoIDE5 'ROYAL RED'
'"
1
PROJECT NUMBER
0343
RC ROYALTY FLOWERING CRAB
HA\LU5 'ROY AL TY'
RB RED LEAYED BARBERRY
FA PYRAMIDAL AeRORVITAE
MJ MANEY JI.J'.lIF'ER
BE:F:BCRI$ TI-R.NBE~rl fA TROPtJRAJREA I
TI4UJJA A<'X) I BENT ALI5'FYRAMIDAL IS'
~JF'ERU5 CI-llNENSI5 'MANEY'
1,2