HomeMy WebLinkAbout0140889-Building (parking lot)(TILE FABRIC,
7
EXISTING TOPOGRAPHY LEGEND PROPOSED IMPROVEMENT LEGEND CONSTRUCTION NOTES
EXISTING OFFICE - 6 S.F.
APPROXIMATE PAVEMENT AREAS 1
kA %WE6.4 Ere. VTf_V6.1%
MULCHING" PER WISCONSIN DNR
TECHNICAL STANDARD 1058
AREA OF PARKING' TO BE
RECONSTRUCTED 4590 S, F. (20.4%)
41/
"Al PARKING CALCULATIONS
X,
= STORM MANHOLE
= SANITARY MANHOLE
= WATER VALVE
OR, = CATCH BASIN
= HYDRANT
= POWER POLE
STORM
SAN ITARY
WATER MAIN
UNDERGROUND GAS
UNDERGROUND TELEPHONE
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
6 HIGH WOOD FENCE
LIGHT POLE
EXISTING CONTOUR
DIRECTION OF DRAINAGE
EXISTINC3 ELEVATION SCALE IN FEET
0 10' 20' 40'
BENCHMARKS
BM 1 TOP OF OPERATING NUT OF HYD, ELEV. = 755.18
BM 2 SPIKE IN POWERPOLE = 755.60
BM 3 SPIKE IN POWERPOLE = 754,01
ELEVATIONS ARE NAVD 88
(PAVING CONTRACTOR TO VERIFY)
CRACK FILL & SEAL COAT
4" ASPHALT PATCH
3" ASPHALT RECONSTRUCT
6" REINFORCED CONCRETE
APRON & WALK
4" SIDEWALK
PARKING LOT TO BE STRIP
SHOWN
1833 SY
152 SY
510 SY
936 S
60 SF
I - D AS
Storm Sewer Structure Table
ID Min. Dia.* Rim Elev. Inv. Elev. Frame & Grate
INLET 1 3611 I 7511 750.1 NF R-2501
TOTAL OFFICE - 9 S.F.
WAREHOUSE - 4 S.F.
MINIMUM REQUIRED PARKING
NOTES FOR CONCRETE DRIVEWAY APPROACHES: EXISTING DRIVE WIDTH
STING
E
--ELEVATIONS SHOWN ON PLAN -
1. IF CURB AND GUTTER SECTION EXISTS, REMOVE AND REPLACE ENTIRE SECTION. IF INTEGRAL CURB AND GUTTER EXISTS, CURB HEAD MUST
0
BE PROFILE SAWCUT. J�_
�JINT`S( R,O.W,
OINTS (F_5 SLOP PER FOO
U - )
co C-0
WAREHOUSE: 4,50013000 2 ��ce�s
MIN, DISTANCE @ 1/4"/FOOT
S D f
" NEW 6" THICK I EWALK
C '� M
I
-
2. USE 6 BAG CONCRETE WITH 4.57.155 PERCENT ENTRAINED AIR AND MAXIMUM 3 SLUMP. REINFORCED W/6x6"xWl4 W.W.F. MAX, DISTANCE @ APRON SLOPE
CO " Cf)
0 IX) C-0
'1% 6" THR APRON REINFORCED
3. CONCRETE SHALL BE THOROUGHLY TROWELED AND BRUSHED AND CURED WITH AN IMPERVIOUS COATING. TRUCTION, SAW, OR EXPANSION JOINT -lK
MAXIMUM ALLOWABLE PARKING
�26
C-4 WITH 6'lx6xW14 W.W.F.
J - P ' ° 00
OFFICE: 5+(9825-1000)/200 = 49 Spaces
I CEET,
4-� NO CONCRETE SHALL BE PLACED ON FROZEN GRAVEL OR WHEN THE AIR TEMPERATURE IS 40' F. AND F ALL 11"'IG. H SLOPE MATCH EXISTING (MAX 125%) THE AFDRON SHALL '�WHERE APRON AND BE U R AIS M ED
(TILE FABRIC,
7
EXISTING TOPOGRAPHY LEGEND PROPOSED IMPROVEMENT LEGEND CONSTRUCTION NOTES
EXISTING OFFICE - 6 S.F.
APPROXIMATE PAVEMENT AREAS 1
kA %WE6.4 Ere. VTf_V6.1%
MULCHING" PER WISCONSIN DNR
TECHNICAL STANDARD 1058
AREA OF PARKING' TO BE
RECONSTRUCTED 4590 S, F. (20.4%)
41/
"Al PARKING CALCULATIONS
X,
= STORM MANHOLE
= SANITARY MANHOLE
= WATER VALVE
OR, = CATCH BASIN
= HYDRANT
= POWER POLE
STORM
SAN ITARY
WATER MAIN
UNDERGROUND GAS
UNDERGROUND TELEPHONE
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
6 HIGH WOOD FENCE
LIGHT POLE
EXISTING CONTOUR
DIRECTION OF DRAINAGE
EXISTINC3 ELEVATION SCALE IN FEET
0 10' 20' 40'
BENCHMARKS
BM 1 TOP OF OPERATING NUT OF HYD, ELEV. = 755.18
BM 2 SPIKE IN POWERPOLE = 755.60
BM 3 SPIKE IN POWERPOLE = 754,01
ELEVATIONS ARE NAVD 88
(PAVING CONTRACTOR TO VERIFY)
CRACK FILL & SEAL COAT
4" ASPHALT PATCH
3" ASPHALT RECONSTRUCT
6" REINFORCED CONCRETE
APRON & WALK
4" SIDEWALK
PARKING LOT TO BE STRIP
SHOWN
1833 SY
152 SY
510 SY
936 S
60 SF
I - D AS
Storm Sewer Structure Table
ID Min. Dia.* Rim Elev. Inv. Elev. Frame & Grate
INLET 1 3611 I 7511 750.1 NF R-2501
TOTAL OFFICE - 9 S.F.
WAREHOUSE - 4 S.F.
MINIMUM REQUIRED PARKING
E
STING
E
OFFICE. 5+(9825-1000)/300 35 Spaces
0
0
U - )
co C-0
WAREHOUSE: 4,50013000 2 ��ce�s
1:
C '� M
I
TOTAL 37 Spaces
CO " Cf)
0 IX) C-0
M
MAXIMUM ALLOWABLE PARKING
�26
J - P ' ° 00
OFFICE: 5+(9825-1000)/200 = 49 Spaces
Cq
M (1)
f__r _-z n in C14
C:
0
WAREHOUSE: 4,500/1,000 = 5 qg�qes
TOTAL =54Spaces
Project #:
PARKING PROVIDED 42Spaces
Drawn By: M
ACCESSIBLE PARKING SPACES
Issue Date: 09-23-09
REQUIRED: 2 (26 TO 50 TOTAL)
PROVIDED: 2
Issue #
SCHULER & ASSOCIATES PROJECT NO. 3946
11 , PAINAGIf_PLAN
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