HomeMy WebLinkAboutSITE PLAN 6/24/2020 REV 9 REVIEW APPROVED - 19-00479 - 12th W & Hwy 33 - SITE PLANAuthor Name Author Email Author Phone No.:
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : 12th W & Hwy 33 - SITE PLAN
Address :
Record Type : Civil Site Plan
Document Filename : 19-00479 - SITE PLAN Rev. (9) 6.24.2020 - 12th W & Hwy 33.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 19-00479
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C-PP-05-Plot Callout Joel Gray : PW Open 15 Fire Hydrant and valve to be placed as priorly approved.
Civil Site Plan
Approval of plans does not constitute approval of variance from code
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12TH WEST PROPERTIES
REXBURG WEST, DIVISION 1
JUNE 2020
PROJECT LOCATION
LOCATION MAP
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Brent E.Crowther
06/23/20
20+8919+00 20+00
2+
7
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PROPOSED 263 LF 8" PIPE PROPOSED 20 LF 8" PIPE
CO
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CON CON CONCONCONCON
STA:20+06.00
WATER SERVICE NORTH
STA:20+03.83
WATER SERVICE SOUTH
STA:20+17.70
SS LATERAL SOUTH
STA:20+22.12
SS LATERAL NORTH
STA:19+14.49
SS LATERAL NORTH
H
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D
STA:20+69.47
MANHOLE - (7)
N:787453.65
E:748902.62
4844
4848
4852
4856
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ELEV:4855.49
PC TBC S.
ELEV:4855.49
20' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.40%
263' OF 8" DIA. SDR35 PVC SEWER PIPE @
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CC TBC S.
ELEV:4855.58
0.40%-0.40%
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SCALE: 1" =
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SCALE:
PLAN VIEW
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SCALE:
PROFILE VIEW
1"= 20'
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CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL 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 SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT CROSS DRAIN PER CITY OF REXBURG STANDARD DETAILS
SHEET 7, COMMERCIAL AND MULTI-FAMILY SIDEWALK, CURB & GUTTER,
DRIVEWAY.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9. CONSTRUCT SIDEWALK PER CITY OF REXBURG STANDARD DETAILS SHEET 7,
COMMERCIAL AND MULTI-FAMILY SIDEWALK, CURB & GUTTER, DRIVEWAY.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD DRAWING
601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC PIPE, AND
STORM TECH SC-740 CHAMBER.
SAWTELLE AVENUE
26
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PAHSIMEROI BLVD. STA: 2+78.44 =
SAWTELLE AVE STA:19+39.88
C7 ORIGIN OF RADII
N:787401.41
E:748824.72
C8 ORIGIN OF RADII
N:787401.09
E:748720.72
27
Brent E.Crowther
06/16/20
Fire Hydrant and
valve to be
placed as priorly
approved.