HomeMy WebLinkAboutSITE PLAN - Valley Wide CO-OP - Variance for SidewalksVALLEY WIDE COOPERATIVE i
AN ADDITION OF THE CITY OF REXBURG, MADISC
A PORTION OF THE NW 1/4 OF SECTION 25 T
II FI- 99' R.0. W.
LOT I
LOT 1 1 LOT 2
LOT 10 1 LOT 9
hiH
MH #1
RIM
-
N INV
_U;WO-0
E INV
454&10
S INV
IN INV=M:::E�
MH 02
4854.84
-
4648.78
-
4841168
STORM
MH !L3
4855.81
4849.83
4110.113
4849.73
STORM
-STORM
MH #44858.22
-
4851.03
-
4850.93
MH #5
4954.95
-
-
-
4852-14
STORM
MH #5
4855.48
-
-
4853.03
STORM
MH f7
4855.15
-
4851.93
4851.83
STORM
H 08
-
4850.75
4650.66
STORM
#9
4844.26
4844.26
4844.16
SANITARY
-MH
MH #10
4855.62 1
4544.30
4844.40
SANITARY
MH !tl
4855.99
4848.00
4845.90
SANITARY
MH f12
4855.83
-
-
4847.45
SANITARY
MH #13
4855.25
-
-
454&29
SANITARY
MH #14
4854.92
-
4W-84
4846.74
1 SANITARY
-
4845.35
4845.14
-
JSANITARY
r - MATCH RIM WITH EXISTING PAVEMENT
LOT 14
NOTES
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM To CITY OF REXBURG STANDARDS.
2. SANITARY SEWER SHALL BE 8' PIPE. SERVICE LINES (NOT MARKED) SHALL BE 4- ASS.
3. NEW WATER MAIN SHALL BE V CLASS 51 DUCTILE IRON PIPE- SERVICE LINES (NOT MARKED) SHALL
BE I' POLY.
+. ALL CURB ELEVATIONS ARE TOP BACK OF CURB.
5. WATER LINE SHALL BE BURIED A MINIMUM OF 5 FT. BELOW FINISHED GRADE
6. FIRE HYDRANTS SHALL BE PLACED 2 FT. BEHIND THE CURB.
7. ALL INTERIOR CURB SHALL BE REXBURG CITY STANDARD CURB.
S. ALL EXTERIOR CURB AND GUTTER ALONG HWY 33 SHALL MEET STATE OF IDAHO DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS.
9. APPROACH ON 1200 WEST SHALL MEET CITY OF REXBURG STANDARDS.
10. AVERAGE EXISTING GRADE IS 4854.50.
11. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING.
12, ELEVATIONS IN THIS AREA MAY CHANGE WHEN FINAL DESIGN FROM rrD IS RECEIVED.
13. SLOPE FROM CROWN OF ROAD TO CURB IS 2% EXCEPT AT CULDeSACS WHERE SLOPE MAY BE
SLIGHTLY FLATTER..
14, ALL SIDEWALKS TO BE CONSTRUCTED BY INDIVIDUAL LOT OWNERS.
UBDIVISION N0. 7
J COUNTY, IDAHO
.N. R.39E., B.M.
SEE NOTE 12
Yom[ owl! it smw W= g' S
t ,Tin r-_ `,-- M i "—
y
4'
6" 20' P 20'
2% 29,
PAYING SPECFICATION
3' OF ASPHALT OVER
8" OF 3/4" CRUSHED GRAVEL OVER
S" PIT RUN
APPLY GEOTE)MiE OVER ALL AREAS
GENERAL SPECFIC00ONS
REFERENCE.
IDAHO PUBLIC WORKS CONSTRUCTION MANUAL
MANHOLES — SO -501
CATCH BASINS — SD -605
FIRE HYDRANTS — SD -404
POTABLE WATER DISENFEC ION STANDARD
SECTION 401.3.9
REVISED
10/22/03
LEGEND
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