HomeMy WebLinkAboutINFRASTRUCTURE PLAN 7.28.22 - 22-00457 - Herndon Apartments - Walsh - 4-plex - 263 S 4th W4T
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A
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10
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-
0
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SETBACK
20' - 0"
SE
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B
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C
K
10
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0
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165' - 0"
80
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165' - 0"
80
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75' - 0"90' - 0"
30' - 0"24' - 6"
40
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12
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22' - 6"
LO
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40
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4' - 0"9' - 0"9' - 6"
20
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20
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24
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"
EXISTING
GARAGE TO BE
REMOVED
8' - 0"9' - 0"8' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"
1'
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0
"
23
'
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16
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"
1A
2A
1W 2W 1X 2X 1Y 2Y 1Z 2Z
17' - 10 1/2"
SIDEWALK
5' - 0"
SIDEWALK
5' - 0"
5' - 0"
14
'
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0
"
27' - 0"
EXISTING WATER
WATER METER
20
'
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0
"
EXISTING SEWER LINE
E L E C T R I C A L L I N E
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1
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NEW WATER
1
1
801.455.2080
devin@dswdrafting.com
D
S
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DRAFTING
Let's create something together
Date
Drawn by
Designed for
Sheet
OF
CCopyright DSW Drafting All rights reserved.
The use of these plans is expressly limited to DSW
Drafting and those who have purchased plans
with a letter of usage. Reproduction,re-use, or publication
by any method, in whole or in part, is prohibited.
REVISED:
7/27/2022 6:00:05 PM
S
I
T
E
P
L
A
N
(slab on grade)
May 2022
DSW
Patrick Walsh
A1.1
20
4-Plex
NOTE:
ADD FENCING AND WATER RETENTION
METHODS TO PREVENT DIRT & DEBRIS FROM
ENTERING STORM DRAINS DURING
CONSTRUCTION
NOTE:
ALL STORM WATER AND DIRT WILL BE KEPT ON SITE DURING
CONSTRUCTION UNTIL FINAL LANDSCAPING IS DONE.
GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR
KEEPING DIRT/MUD ON SITE DURING BAD WEATHER AND FOR
CLEANING UP AFTER SUBCONTRACTORS
THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A
MINIMUM OF 6" WITHIN THE FIRST 10 FEET (5%)
STREET, CURB AND GUTTER WILL BE INSPECTED AND
CLEANED OF ALL MUD AND DIRT AT THE END OF EVERY DAY
GRAVEL BAGS TO BE PLACED AND MAINTAINED AROUND
ANY STORM DRAIN INLET ADJACENT TO OR IMMEDIATELY
DOWNSTREAM FROM SITE DURING CONSTRUCTION
SILT FENCES OR BERMS ARE REQUIRED ALONG PROPERTY
LINES TO PREVENT STORM WATER FLOW ONTO ADJACENT
LOTS
ADD EXTERNAL ACCESSIBLE INTERSYSTEM BONDING
TERMINAL FOR THE GROUNDING AND BONDING OF
COMMUNICATIONS SYSTEMS. THIS IS A GROUNDING BUS ON
THE OUTSIDE OF THE ELECTRICAL SERVICE, NOT A UFER
A LINED CONCRETE WASHOUT AREA MUST BE PROVIDED AT
THE SITE FOR ALL CONCRETE WORK. WASHOUT INTO
FOUNDATION OR ON THE GROUND IS PROHIBITED
NOTE:
WINDOW WELLS TO BE A MIN. OF 3" ABOVE
FINISHED GRADE
EXCAVATION-FOUNDATION
VERIFY SEWER DEPTH @ MANHOLE BEFORE
EXCAVATION TO DETERMINE DRIVEWAY SLOPE
REVISION SCHEDULE
No. Description Date
1 ADDED UTILITIES 7.26.22
ADDRESS: 263 S. 4TH WEST
REXBURG, IDAHO
83440
DATE: MAY, 2022
SQUARE FEET: 13,200
NOTE:
GRADE LOT SO SURFACE WATER
IS PREVENTED FROM CROSSING
PROPERTY LINES.
SCALE:1/8" = 1'-0"1 SITE PLAN