HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (3) 5.31.22 – 22-00260 Utilities only-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : 7N Apartments - Bldg 1 - 4 Plex
Address : 386 E 7th N
Record Type : New Multi-Family Residence
Document Filename : Site Plan Rev. (3) 5.31.22 – 22-00260 Utilities only.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00260
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C104 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
C104 Stamp Kyle Baldwin : P&Z Open 1 Approved - Planning and Zoning
C104 Callout Joel Gray : PW Open 1 Water Line must be CL 50 DI pipe.
C104 Callout Joel Gray : PW Open 1 Suggest extra valves to allow for smaller water outage.
C104 Stamp Joel Gray : PW Open 1 Approved - Public Works
New Multi-Family Residence
Approval of plans does not constitute approval of variance from code
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GRAPHIC SCALE
Scale: 1"=10'
30'20'10'5'0'
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PAGE NO:
DATE:
SHEET NO:
(IF NOT 2"- SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ATTENTION
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CONSTRUCTION NOTES
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A.ALL DIMENSIONS AND COORDINATES
ARE TO BACK OF CURB UNLESS NOTED
OTHERWISE.
B.ALL UTILITY LINES ARE TO BE LOCATED
AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE
ENGINEER TO AVOID UNFORESEEN
UTILITY INTERFERENCE.
C.PROVIDE TRENCHING FOR ALL LINES
PER ISPWC SD-301.
D.INSTALL THRUST BLOCKS AT ALL BENDS
IN PRESSURE LINES PER ISPWC SD-402.
E.THERE SHALL BE A 10' MINIMUM
HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES
AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES
CROSS AT APPROXIMATELY RIGHT
ANGLES WHERE A MINIMUM OF 1.5 FEET
OF VERTICAL SEPARATION SHALL BE
MAINTAINED.
F.MINIMUM CLEARANCE BETWEEN NEW
PIPELINES AND EXISTING UTILITIES
AND STRUCTURES (EXCEPT WATER
LINES) SHALL BE TWO FEE
HORIZONTALLY.
G.MINIMUM DEPTH OF COVER FOR WATER
AND SEWER LINES UNLESS OTHERWISE
SHOWN ON PLANS SHALL BE FIVE (5)
FEET.
H.CONTRACTOR SHALL PROVIDE ANY
GROUND WATER DEWATERING TO
CONSTRUCT THIS PROJECT.
KEYED NOTES
1.CONSTRUCT 4" PVC SANITARY SEWER
LATERAL PER ISPWC STANDARD
DRAWING SD-511 AND SECTION 501 AND
504.
2.INSTALL 8" ASTM D3034 SDR 35 PVC
SEWER LINE.
3.CONTRACTOR TO LOCATE AND
CONNECT TO EXISTING 8" SEWER STUB.
4.INSTALL CLEAN OUT 5' FROM BUILDING
PER ISPWC STANDARD DRAWING
SD-506. SIZE TO MATCH PIPE SIZE. LID
SHALL BE INSTALLED FLUSH WITH
FINISHED GRADE.
5.INSTALL SEWER MANHOLE PER ISPWC
STANDARD DRAWING SD-501.
6.CONNECT TO EXISTING WATERLINE
WITH 4" HOT TAP WITH 4" GATE VALVE.
GATE VALVE TO BE INSTALLED PER
ISPWC STANDARD DRAWING SD-406.
7.INSTALL 1" WATER SERVICE AND METER
PER CITY OF REXBURG STANDARDS.
8.INSTALL 4" C-900 PVC WATER LINE PER
ISPWC SECTION 401 AND ISPWC
STANDARD DRAWING SD-301. REPAIR
ASPHALT AND GRAVEL SURFACES
IN-KIND.
9.INSTALL HYDRANT ASSEMBLY PER
ISPWC STANDARD DRAWING SD-404.
6' WIDE SIDEWALK
6' WIDE SIDEWALK
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PRELIMINARY 9 OF 9
MAR 2022
C104
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MANHOLE 1
N: 792305.45
E: 760080.86
RIM 4874.23
IE N 4864.42
IE S 4864.52
IE E 4864.52
MANHOLE 3
N: 792306.73
E: 760226.46
RIM 4874.17
IE W 4865.10
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PROPOSED TRANSFORMER LOCATION
PROPOSED TRANSFORMER LOCATION
BUILDING #1 BUILDING #3
BUILDING #2 BUILDING #4
CA
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7TH NORTH
1
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1
2" FIRE LINE SERVICE
2" FIRE LINE SERVICE
2
Water Line must be CL 50
DI pipe.
Suggest extra valves to
allow for smaller water
outage.