HomeMy WebLinkAbout0140977-Building (Parking Lot)LE, 'RANCE/
(5" SIGN
1 ADDITIONAL STALLS
NTH CROSS
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FUTURE SONIC RESTAURANT
BY OTHERS
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SITE INFORMATION:
18"
POURED IN PF_ /ACE
CONCRE TE.
INVERTED} PAN --
18 )P CONCRETE CURB Sk GUTTER DETAIJ
NO SCALE
?S'0Aaa° _1
°
BUILD FELT
(IF APPLIC, <�;.� LQ
4 CONC.
-' s T & B
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-- I_tr`F'I_ S T 0t
BUILDING ; /4" / FT. MIN.
1/8" X 1 1/2" CONTROL JOINT (TOOLED, NIOT SAWED)
SPACED 5' APART (TYP.) (SEE PLAN FOR JOINT LOCATIONS)
NOTE. RAISED WALK IS LESS THAN F) } ' IN SOME AREA)
WHERE TYING INTO EXI STIN GRADES
VERIFY WITH ELEVATIGNS ON .:�H =ETC , 2
-�RAISED WALK DETAIL
C NO SCALE
LEGAL DESCRIPTION:
Lot 1 of Certified Survey Map Number 1508
0.078
Tax Key # 91308480500
PROPERTY AREA:
AREA = 18,623 S.E. (0.427 ACRES).
EXISTING ZONING:
C -2PD
PROPOSED ZONING:
C -2PD
EXISTING USE:
STARBUCKS COFFEE
PROPOSED USE
STARBUCKS COFFEE
SETBACKS:
BUILDING: FRONT = 25'
SIDE = 10'
REAR = 25'
PARKING FRONT = 25'
UO
SIDE = 10'
REAR = 5' WITH BUFFER
EXISTING CROSS PARKING /CROSS ACCESS EASEMENT
IN PLACE ELIMINATING
PARKING SETBACKS
PROPOSE =D BUILDING HEIGHT:
EXISTING (MAX. HEIGHT 45')
PARKING REQUIRED:
1 SPACES PER 150 S.F, (23 SPACES REQ.)
PARKING PROVIDED:
28 SPACES (2 H.C. ACCESSIBLE)
HANDICAP STALLS REQUIRED: 2, HANDICAP STALLS PROVIDED 2
HOURS OF OPERATION:
5AM -8PM
BUILDING OCCUPANCY
CLASSIFICATION = BUSINESS /MERCAN TILE
FOOD AND BEVERAGE
SALES WILL OCCUR ON SITE
NO HAZARDOUS MATERIALS
WILL BE STORED ON SITE
IMMEDIATE RECEIVING
WATER IS FOX RIVER
SITE DISTURBANCE: 6,050
S.F.
EXISTING SITE DATA
PROJECT SITE
BUILDING FLOOR AREA
PAVEMENT (ASP. & CONC.)
TOTAL IMPERVIOUS
LANDSCAPE /OPEN SPACE
PROPOSED SITE DATA
AREA (AC) AREA (SF)
0.427
18,623
0.078
3,400
0.305
3,290
0.383
16,690
0.044
1,933
Always a B P lan
1 11/,2„ OF COMMERCIAL GRADE WEAR COURSE
(ASS APPROVED BY ENGINEER)
— 1 11 /2 OF COMMERCIAL GRADE BINDER COURSE (CONTACT ENGINEER IF WEAR
COtURS IS NOT IN TALLER WITHIN 30 DAYS OF BASE COURSc)
RATIO
18.3%
71.4%
89.7%
10.3%
AREA (SF) RATIO
18,623
3,400 18.3%
13,656 73.3%
17,056 91.6%
1,567 8.4%
2' -6 C i .1
BASE, COURSDE
4' OF 1 -1 /4" CRUSHED AGGREGATE OVER
0 .3' CIRUSHED AGGREGATE
�— UNDISTURBED SOIL OR ti: F: ALL AGGREGATE PROVIDED MUST LINE OF PAVING yp � COMPACTED FILL T 0 A h IN, (_1`OMPL _/ WITH "SECTION 305 DENSE GRADED I
95% COMPACTION B)ASE` O;= THE WISCONSIN STANDARD
P1 (_ir_i! ATIONS FOR HIGHWAY AND
,31 RUCT` CONSTRUCTION.
ASPHAL STANDARD PAVING DETAIL
NO SCALE
AREA (AC)
PROJECT SITE
0.427
BUILDING FLOOR AREA
0.078
PAVEMENT (ASP. & CONC.)
0.313
TOTAL IMPERVIOUS
LIJ
LANDSCAPE /OPEN SPACE
0.036
Ld
UO
0
cy
C
a.
0
r_1 -
1 11/,2„ OF COMMERCIAL GRADE WEAR COURSE
(ASS APPROVED BY ENGINEER)
— 1 11 /2 OF COMMERCIAL GRADE BINDER COURSE (CONTACT ENGINEER IF WEAR
COtURS IS NOT IN TALLER WITHIN 30 DAYS OF BASE COURSc)
RATIO
18.3%
71.4%
89.7%
10.3%
AREA (SF) RATIO
18,623
3,400 18.3%
13,656 73.3%
17,056 91.6%
1,567 8.4%
2' -6 C i .1
BASE, COURSDE
4' OF 1 -1 /4" CRUSHED AGGREGATE OVER
0 .3' CIRUSHED AGGREGATE
�— UNDISTURBED SOIL OR ti: F: ALL AGGREGATE PROVIDED MUST LINE OF PAVING yp � COMPACTED FILL T 0 A h IN, (_1`OMPL _/ WITH "SECTION 305 DENSE GRADED I
95% COMPACTION B)ASE` O;= THE WISCONSIN STANDARD
P1 (_ir_i! ATIONS FOR HIGHWAY AND
,31 RUCT` CONSTRUCTION.
ASPHAL STANDARD PAVING DETAIL
NO SCALE
AREA (AC)
PROJECT SITE
0.427
BUILDING FLOOR AREA
0.078
PAVEMENT (ASP. & CONC.)
0.313
TOTAL IMPERVIOUS
0.391
LANDSCAPE /OPEN SPACE
0.036
1 11/,2„ OF COMMERCIAL GRADE WEAR COURSE
(ASS APPROVED BY ENGINEER)
— 1 11 /2 OF COMMERCIAL GRADE BINDER COURSE (CONTACT ENGINEER IF WEAR
COtURS IS NOT IN TALLER WITHIN 30 DAYS OF BASE COURSc)
RATIO
18.3%
71.4%
89.7%
10.3%
AREA (SF) RATIO
18,623
3,400 18.3%
13,656 73.3%
17,056 91.6%
1,567 8.4%
2' -6 C i .1
BASE, COURSDE
4' OF 1 -1 /4" CRUSHED AGGREGATE OVER
0 .3' CIRUSHED AGGREGATE
�— UNDISTURBED SOIL OR ti: F: ALL AGGREGATE PROVIDED MUST LINE OF PAVING yp � COMPACTED FILL T 0 A h IN, (_1`OMPL _/ WITH "SECTION 305 DENSE GRADED I
95% COMPACTION B)ASE` O;= THE WISCONSIN STANDARD
P1 (_ir_i! ATIONS FOR HIGHWAY AND
,31 RUCT` CONSTRUCTION.
ASPHAL STANDARD PAVING DETAIL
NO SCALE
MARCH 30, 2010
4 RED CURB DE T AIL SEE TITS SHEET TO CONFIRM
C" NO SCALE THAT THIS SHEET HAS BEE
RELEASED FOR CONSTRUCTION
REVISOIONS:
A APRIL 15, 2010
NUMBE JOB
4
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RELEASED FOR CONSTRUCTION
REVISOIONS:
A APRIL 15, 2010
NUMBE JOB
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V
CENTERLINE OF JOINT WITH A
GRANTED TO TWIN
j
BITUMINOUS DAMP PROOFING
1 1�--PRFCAST
LAKES COUNCIL, INC.
CONC. M.H.
BOY SCOUTS OF
E
AMERICA FOR
CIO
PARCEL OF LAND
PRECAST CONCRETE
U
I
ACCESS EASEMENT
CENTERLINE OF JOINT WITH A
GRANTED TO TWIN
j
BITUMINOUS DAMP PROOFING
1 1�--PRFCAST
LAKES COUNCIL, INC.
CONC. M.H.
BOY SCOUTS OF
SEGMENTS, SEAL
AMERICA FOR
ALL JOINTS WATERTIGHT
PARCEL OF LAND
PRECAST CONCRETE
CONVEYED IN VOLUME
BASE S ION
INVERT
1115, PAGE 234-
SEE SITE
DOCUMENT NO' -355� 37,
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IF SITE DEWATERING IS REQUIRED ON SITE THE
FOLLOWING PROCEDURES SHALL. BE USED.
1. FOLLOW WDNR CODE No. 10E31 FOR DEWATERING.
2. ASSUMED SOIL AND TI-XTUR[- CLASS! FI CATION IN
THIS AREA IS A SANDY LOAM (CONTRACTOR TO
VERIFY IF DIFFERENT).
z
�). TYPE I GEOTEXTILE BAGS TO BE USED FOR THE
DEWATERING WITH SANDY LOAM SOIL.
4, GLE'OTEXTILE BAGS SHALL BE SIZED ACCORDING TO
THE PAR T ICLE SIZE BEING TRAPPED, EXPECTED FLOW
OR PUMPING RATE (GPM) PER SQUARE FOOT OF
FABRIC AND A 50% CLOGGING FACTOR. THE
FOOTPRINT OF THE BAG SHALL BE NO SMALLER
THAN 100 SQUARE FEET.
5. WDNR APPROVED POLYMERS CAN BE USED TO
ENHANCE THE EFFICIENCY OF THE BAGS.
6. SEDIMENT SHALL BE REMOVED FROM DEVICES TO
MAINTAIN EFFECTIVENESS. ALL SEDIMENT COLLECTED
IN DEWATERING DEVICES SHALL BE PROPERLY
DISPOSED OF TO PREVENT DISCHARGE TO WATERS
OF THE S
ATE.
7. THE FOLLOWING MONITORING SHALL BE
CONDUCTED. TEST RESULTS SHALL BE RECORDED
1�
ON A DAILY LOG KEPT ON SITE:
- DISCHARGE DURATION AND SPECIFIED PUMPING
RATE.
- OBSERVED WATER TABLE AT TIME OF DEWATERING.
- IF USED, TYPE AND AMOUNT OF CHEMICAL USED
FOR pH ADJUSTMENT.
- IF USED, TYPE AND AMOUNT OF POLYMER USED
FOR TREATMENT.
- MAINTENANCE ACTIVITIES.
—NIFTF FnHNIF)QV OR F-n
LOW PROFILE
R- 1792 -CG
I A A
M Top
"NDt.RD SLAB
iLI T
I I u 0 BE HTERMINE!
I- L
SUPPI jl,� WITH 27" OFF - L ) I I-
ACCES'S HOLE
BITUMINOUS
! TYPICAL)
ADJUST TO GRADE WITH PRECAST
CONCRETE EXTENSION RINGS, APPLY
MORTAR IN JOINTS & COAT OUTSIDE
OF FRAME & RINGS WITH BITUMASTIC
SEALER
#4 @ 6" OC
EACH WAY
`—WATERPROOF 9" WIDE STRIP ON
(' TCH BASIN DETAIL
01 .2 1 NO SCALE
'ALL EROSION CONTROL MEASURES SHALL BE
.IMPLEMENTED AND CONSTRUCTED IN
iACCORDANCE WITH WISCONSIN DNR
TECH N I CAL-- STAN DARDS.
■
100 CAMELOT DRIVE
FOND DU LAC, W 54935
PHONE: (920) 926-9800
FAX: (920) 926-9801
CENTERLINE OF JOINT WITH A
BITUMINOUS DAMP PROOFING
1 1�--PRFCAST
CONC. M.H.
SEGMENTS, SEAL
ALL JOINTS WATERTIGHT
RING (ASTM 443)
PRECAST CONCRETE
-_,--MONOLITHECTIC
BASE S ION
INVERT
ELEVATION
SEE SITE
PLAN
(' TCH BASIN DETAIL
01 .2 1 NO SCALE
'ALL EROSION CONTROL MEASURES SHALL BE
.IMPLEMENTED AND CONSTRUCTED IN
iACCORDANCE WITH WISCONSIN DNR
TECH N I CAL-- STAN DARDS.
■
100 CAMELOT DRIVE
FOND DU LAC, W 54935
PHONE: (920) 926-9800
FAX: (920) 926-9801
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SHEET ISSUE,
MARCH 30, 2010
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RELEASED FOR CONSTRUCTION
MM=HM 2-
REVIS IONS.*
APRIL 15, 2010
DATE.-
JOB NUMBER:
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MARCH 30, 2010
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RELEASED FOR CONSTRUCTION
MM=HM 2-
REVIS IONS.*
APRIL 15, 2010
DATE.-
JOB NUMBER:
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CEDAR STAKES
TREE WRAP
DE( TREES
MIN,
BREAKSUBGRAIDE
W/ PICK
TREE PLANTING DETAIL
1.4 NO SCALE
NOTE:
F OR MASS PLANTINGS
EXCAVATE ENTIRE
BED & BACKFILL
W/ PREPARED SOIL.
v
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AU CLM
MULCH
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ALF BURLAP
BEAK SUBGRAIDE
/ PICK
SIMRUB PLANTING DETAIL
NO SCALE
LANDSCAPING NOTES
PLANTED MATURE NUMBER
I M A HK 1 C`OMMON NAME BOTANICAL NAME
SI S1_z7_E PROVD
TREES
(_UNVLYLU IN VULUML
1165 PAGE 234 '
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Flowerin Crabapple (Sprin Snow)
DOCUh�Ei�T NO- .355'13?, 137/,
PER DOCUMENT NO,
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SHRUBS
Tall/Medium)
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L urninq Bush
Euon clata
24"
1 3' -5'
5
BUILDING PERIMETER
PLANTINGS (Small Shrubs)
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BENCIHIM�FRK
U
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oldmound Spirec
Spircea x Bumalda 7Goldrn, ou�d�
15"-18
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16
Pfitzer Juniper
juniperus Chinensis 'Pfitzerlarla
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Emerald Mound Hone
Lonicera x X 'Emerald Mound'
1 _15 1
3-4'
8
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THRU"
ANCE 9"' SIGN
IGN
- PHAL - F
GA. GALV. WIRE W
RLINF. RUBBER
HOSE — (2) RE_Q'D,
CEDAR STAKES
TREE WRAP
DE( TREES
MIN,
BREAKSUBGRAIDE
W/ PICK
TREE PLANTING DETAIL
1.4 NO SCALE
NOTE:
F OR MASS PLANTINGS
EXCAVATE ENTIRE
BED & BACKFILL
W/ PREPARED SOIL.
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AU CLM
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PEAT MOSS
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ALF BURLAP
BEAK SUBGRAIDE
/ PICK
SIMRUB PLANTING DETAIL
NO SCALE
LANDSCAPING NOTES
PLANTED MATURE NUMBER
I M A HK 1 C`OMMON NAME BOTANICAL NAME
SI S1_z7_E PROVD
NOTE: STONE MULCH WITH WEED BARRIER AT ALL PLANTING AREAS
LANDSCAP[f'�AG
ALL BY OWNER'S LANDSCAPE CONTRACTOR. DO NOT INCLUDE IN BID,
flili 1
NORTH
I'= 2 0'
SCAL FE
SCALE: 1"=20'-O"
2 0 0 20' 40'
SAUCER
2" MULCH
2" PEAT MOSS
PREPARED BOWL
ROLL BACK TOP
HALF BURLAP
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TREES
0
Flowerin Crabapple (Sprin Snow)
malus 'Spring Snow'
1 1/2"
175'
2
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SHRUBS
Tall/Medium)
LLJ
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L urninq Bush
Euon clata
24"
1 3' -5'
5
BUILDING PERIMETER
PLANTINGS (Small Shrubs)
C)
s
oldmound Spirec
Spircea x Bumalda 7Goldrn, ou�d�
15"-18
To"
16
Pfitzer Juniper
juniperus Chinensis 'Pfitzerlarla
24"
3-6'
8
Emerald Mound Hone
Lonicera x X 'Emerald Mound'
1 _15 1
3-4'
8
NOTE: STONE MULCH WITH WEED BARRIER AT ALL PLANTING AREAS
LANDSCAP[f'�AG
ALL BY OWNER'S LANDSCAPE CONTRACTOR. DO NOT INCLUDE IN BID,
flili 1
NORTH
I'= 2 0'
SCAL FE
SCALE: 1"=20'-O"
2 0 0 20' 40'
SAUCER
2" MULCH
2" PEAT MOSS
PREPARED BOWL
ROLL BACK TOP
HALF BURLAP
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RELEASED FOR CONSTRUCTION
APRIL 15, 2010
. . . . . . . . . .
DATE:
JOB NUMBER:
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APRIL 15, 2010
. . . . . . . . . .
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JOB NUMBER:
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