HomeMy WebLinkAboutINFRASTRUCTURE PLAN 1.17.22 - 22-00037 - Rexburg North - 1371 N 2nd E - Plat1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
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CHECKED
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
COVER SHEET
REXBURG NORTH NITRO CAR WASH
REXBURG, IDAHO
1
C
.
1
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0
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
GENERAL NOTES
REXBURG NORTH NITRO CAR WASH
REXBURG, IDAHO
2
C
.
1
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1
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GENERAL NOTES
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1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURGENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS,CITY OF IDAHO FALLSENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2021). CITY OF IDAHO FALLS PUBLIC WORKSDIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2021), AND IDAHO STANDARDS FOR PUBLICWORKS CONSTRUCTION(ISPWC, 2020).2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOSED O
F
A
T
AN APPROVED LOCATION.3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STANDARD
S
UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS AREAVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/ OR http://rexburg.org/4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CITY OFREXBURG STANDARDS.5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED
T
O
BE REMOVED.7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRAD
E
B
Y
THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE.8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTIO
N
.
9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILE
D
.
10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THECONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL
A
L
L
IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THEPROPOSED CHANGES.11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUSTABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER ACT.12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF REXBURG STANDARDS.13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. T
H
E
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCI
N
G
WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HISFAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AR
E
A
UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCEWITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND
T
H
E
CONSTRUCTION AREA.16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN
S
ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGNENGINEER.17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, ASREQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARIN
G
AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH
,
UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS,RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THEFOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPO
S
E
D
OF OFF SITE.18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRI
O
R
TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THEGEOTECHNICAL REPORT.20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLIN
E
S
INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERALCONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRACOSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/ORSUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES.21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ANDCITY STANDARDS.22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLSGREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WI
T
H
I
N
THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FIN
A
L
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REV #DATE
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DRAWN
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IF THIS BAR DOES NOT
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CITY REVIEW SET
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#
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2194 Snake River Pkwy., Suite 205
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(208) 522-1223
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ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
LEGEND
REXBURG NORTH NITRO CAR WASH
REXBURG, IDAHO
3
C
.
1
.
2
PRELIMINAR
Y
N
O
T
F
O
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C
O
N
S
T
R
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T
I
O
N
F
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Y
0
1
/
1
5
/
2
0
2
2
25.00'N0°11'17"E
3
6
6
.
0
0
'
S89°38'47"W 400.00'
S0°11'17"W 3
6
6
.
0
0
'
S89°38'47"W 400.00'
35.00'
2
0
.
7
3
4
A
C
3
0
.
7
2
1
A
C
A=39.50R=25.000D=90°31'30"C=35.52CB=N45° 05' 32"WS89°38'46"W327.90'N89°50'56"W176.58'
1
8
0
.
9
8
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178.29'
N89°50'56"W176.58'
S
0
°
2
1
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1
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E
1
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
FINAL PLAT
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REXBURG, IDAHO
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REV #DATE
DRAWING INFO
DATE
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DRAWN
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WARNING
0 1 2
IF THIS BAR DOES NOT
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CITY REVIEW SET
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REV #DATE
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DATE
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WARNING
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MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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=
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N
ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
OVERALL SITE PLAN & KEY MAP
REXBURG NORTH NITRO CAR WASH
REXBURG, IDAHO
6
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1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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L
I
M
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N
A
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C
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:
1
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=
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N
ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
OVERALL SITE PLAN
REXBURG NORTH NITRO CAR WASH
REXBURG, IDAHO
6
C
.
3
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
SITE PLAN DETAILS
REXBURG NORTH NITRO CAR WASH
REXBURG, IDAHO
7
C
.
3
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2
FLEXIBLE PAVEMENT SECTION SUMMARYCLASSIFICATIONLIGHT DUTYHEAVY DUTYASPHALTIC CONCRETE2.5"3.0"CRUSHED AGGREGATE BASE4.0"6.0"STRUCTURAL SUBBASE10.0"14.0"MATERIAL SPECIFICATIONS:ASPHALTIC CONCRETE:ASPHALT M
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LANDSCAPING TABLE*OVERALL SITE LANDSCAPINGSITE AREA = 51,793 SFTOTAL LANDSCAPING = 14,240 SF (27.5% OF SITE)TOTAL HARDSCAPE = 37,553 SF (72.5% OF SITE)SITE INTERIOR LANDSCAPING FOR PARKING PROV. = 12,358 SFSITE INTERIOR LANDSCAPING FOR PARKING REQ. = 1,284 SFTOTAL SNOW REMOVAL AREA= 25,149.68 SF (48.55 % OF SITE)TOTAL SNOW STORAGE = 2,793.79 SF (11.1% OF PLOW-ABLEHARDSCAPE)PARKING ANALYSISREQUIREMENTSREQUIREDPROVIDEDPARKING STALLS1318ADA STALLS1TOTAL1319 BUILDING ANALYSISBUILDINGMAIN FLOORBUILDING AREA(TOTAL = 55,980 SF)±4,593 SFMAX BUILDING HEIGHT28'BUILDING TYPE (IBC) *II-B* SPRINKLEDIBC OCCUPANCYCLASSIFICATIONAI, AII, AIIINOTES:* BUILDING TYPE TO BE VERIFIED WITHARCHITECTURAL PLANS, ARCHITECTURAL PLANSTO SUPERCEDE.STALL COUNT#LDSNOW STORAGE AREAWIDTH VARIES6"
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:
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TOA:4875.14 TOA:4875.39 TOA:4877.60 TOC: 4877.94TOC: 4877.70
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:
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:
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:
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:
4
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:
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:
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TOC: 4879.10TOC: 4878.84
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:
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TOC: 4878.10TOC: 4877.86TBC: 4878.94TOC: 4878.84 TBC: 4878.76 TBC: 4878.25TBC: 4879.10 TBC: 4878.60TBC: 4877.68 TBC: 4877.68
T
B
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:
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:
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TBC: 4877.66 TBC: 4877.68 TBC: 4878.20FG: 4876.24
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FG: 4876.27 1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
R
E
L
I
M
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N
A
R
Y
N
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0
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0
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6
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'
S
C
A
L
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:
1
"
=
3
0
'
N
ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
OVERALL GRADING PLAN
REXBURG NORTH NITRO CAR WASH
REXBURG, IDAHO
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EP: 6+82.07
STA: 1+54.52SSMH - 3RIM: 4877.52INV IN: 4869.98 6" (E)INV IN: 4867.17 8" (S)INV OUT: 4867.07 8" (N)
S
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SS PLUG - 1INV OUT: 4873.49 8" (
S
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SS CO - 1RIM: 4877.88INV OUT: 4873.36 8" (SW)
R
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3
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:
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SS CO - 2RIM: 4877.39INV OUT: 4872.87 4" (S
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3
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1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
H
O
R
R
O
C
K
S
E
N
G
I
N
E
E
R
S
0
3
0
'
6
0
'
S
C
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
OVERALL DRAINAGE PLAN
REXBURG NORTH NITRO CAR WASH
REXBURG, IDAHO
1
1
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TYPICAL ROOF DRAIN CONNECTION DETAILNTS1C.6.0 6" S.D. (P.V.C. SDR 35)1% MIN. TO ROOF DRAIN HEADER5'1.5' COVER MIN.(SEE STORM DRAIN PLANS)FINISH GRADEEND ROOF DRAIN PIPE 5' FROM BUILDINGSEE ARCHITECTURAL PLANS FORCONTINUATION & CONNECTION EXCAVATE TO FREE DRAININGSAND AND GRAVEL PER PROJECTGEOTECHNICAL REPORT. CONSULTGEOTECHNICALENGINEER (TYP)3/4" TO 2"WASHEDGRANITE STONEBACKFILLUNDISTURBED MATERIAL WRAP TRENCHES TOPAND SIDES WITH AMOCO4545 OR EQUIVALENTSCALE:2C.6.0 TYPICAL INFILTRATION TRENCH DETAILNTS 10'8'MIN 12" COVER IN LANDSCAPINGPRELIMINAR
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4878
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TOG: 4877.37TBC: 4878.00 TBC: 4877.78TOA:4877.38 4878487848
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4
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SD INLET - BRIM: 4877.61INV IN: 4873.64 12" (W)INV OUT: 4873.54 12" (E)SD INLET - ARIM: 4877.35INV OUT: 4874.10 12" (E)92LF OF 12" S.D. @ 0.50%82LF O
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Elevation485048604870 4880 4890 4900
4
8
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4
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0
0
91.88' of 12" S.D. @ 0.50%
SD INLET - B
RIM: 4877.61
INV IN: 4873.64 - 12" (W)
INV OUT: 4873.54 - 12" (E)
SD INLET - ARIM: 4877.35INV OUT: 4874.10 - 12" (E)
SD INLET - C
RIM: 4877.79
INV IN: 4873.21 - 12" (W)
INV OUT: 4873.11 - 12" (S)
↕
4
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STA: 0+33.10 (-36.17, L)SSMH - 5RIM: 4878.04INV IN: 4866.42 - 8" (S)INV IN: 4869.08 - 8" (E)
STA: 3+56.04 (-44.59, L)
SSMH - 8
RIM: 4878.81
INV OUT: 4870.50 - 8" (W)
↕ 11.62' (SS)
↕
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1
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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E
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M
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A
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1
"
=
3
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N
ID-LD-4070-21
CJF
TLM
JBF
01/14/2022
PLAN & PROFILE - MOODY STREET
REXBURG NORTH NITRO CAR WASH
REXBURG, IDAHO
1
2
C
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7
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IRR. MH - D
RIM: 4878.97
INV IN: 4870.97 - 48" (S)
INV OUT: 4870.97 - 48" (N)
IRR. MH - E
RIM: 4880.78
INV IN: 4870.97 - 48" (S)
IRR. MH - C
RIM: 4878.57
INV IN: 4870.97 - 48" (S)
INV OUT: 4870.97 - 48" (N)
IRR. MH - ARIM: 4878.04INV OUT: 4873.62 - 48" (S)INV IN: 4873.62 - 48" (N)31LF OF 48" CONCRETE @ 8.44%149LF OF 48" CONCRETE @ 0.
0
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149LF OF 48" CONCRETE @ 0.
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EX. 48" CULVERT485048604870 4880 4890 4900 6+00
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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Elevation4840485048604870 4880 4890 4900 -1+000+001+00
2
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STA: 0+15.36 (-5.68, L)SSMH - 5RIM: 4878.04INV IN: 4866.42 - 8" (S)INV IN: 4869.08 - 8" (E)STA: 0+68.43 (-5.65, L)SSMH - 4RIM: 4877.77INV IN: 4866.73 - 8" (S)INV OUT: 4866.63 - 8" (N)INV OUT: 4866.63 - 8" (E)53.06' of 8" S.S. @ 0.40%86.10' of 8" S.S. @ 0.40%STA: 1+54.52 (-5.61, L)SSMH - 3RIM: 4877.52INV IN: 4869.98 - 6" (E)INV IN: 4867.17 - 8" (S)INV OUT: 4867.07 - 8" (N)
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SSMH - 2
RIM: 4875.65
INV IN: 4868.18 - 8" (E)
INV OUT: 4868.08 - 8" (N)
↕ 11.62' (SS)↕ 11.14' (SS)↕ 10.45' (
S
S
)
↕
7
.
5
7
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(
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)
STA = 0+27.45T.O.W. = 4872.16
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STA: 0+27.458" x 90° HORZ. BEND
STA: 3+70.54
8" x 90° HORZ. BEND
STA: 2+12.63
8" GATE VALVE
STA: 2+23.90
8" x 6" WATER TEE
STA: 2+65.58
4" WATER SERVICE (LT)
343LF OF 8" DI WATER PIPE
STA: 2+39.60
4" SS SERVICE (LT)
STA: 2+60.58
6" FIRE SERVICE (LT)
toetoetoetoetoetoetoetoetoetoe
SS
SS
SS
SSSS 8'' W8'' W8'' W8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
8'
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8'' W 8'' W 8'' W
S S SS S
S
0+001+00
2
+
0
0
3
+
0
0
4+00
BP: 0+00.00
PI: 3+76.48
4877
4876
48784878487848784877
4
8
7
5
48764877 4876SSMH - 5SSMH - 4SSMH - 3
S
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2
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5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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01/14/2022
PLAN & PROFILE - PRIVATE DRIVE WEST
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STA: 3+81.92 (6.00, R)SSMH - 2RIM: 4875.65INV IN: 4868.18 - 8" (E)INV OUT: 4868.08 - 8" (N)205.24' of 8" S.S. @ 0.40%
STA: 5+87.16 (6.00, R)
SSMH - 1
RIM: 4876.67
INV OUT: 4869.00 - 8" (W)
↕ 7.57' (SS)
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STA: 3+70.548" x 90° HORZ. BEND
STA: 5+28.87
8" GATE VALVE
STA: 5+17.37
8" x 6" WATER TEE
STA: 5+68.16
4" WATER SERVICE (LT)
271LF OF 8" DI WATER PIPE
STA: 5+80.16
4" SS SERVICE (LT)
STA: 5+63.16
6" FIRE SERVICE (LT)
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8" x 6" WATER TEE
1
8
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M
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Elevation4840485048604870 4880 4890 4900 -1+00 1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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CJF
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01/14/2022
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INLET PROTECTION (PAVED AREA)BMP 31 RETRIEVAL STRAPOVERFLOW(PEAK STORM)SEDIMENT ACCUMULATION GEOTEXTILE FABRICSILT FENCEBMP 63-68 EQUAL ALTERNATE: STEEL FENCE POSTFILTER FABRIC MATERIAL 60" WIDE ROLLS. USESTAPLES OR WIRE RINGS TO ATTACH FABRICTO WIRE 2" X 2" 14 GA WIREFABRIC OR EQUIV.BURY BOTTOM OF FILTER MATERIAL IN8" X 12" TRENCH FILTER FABRIC MATERIAL2" X 2" 14 GA WIREFABRIC OR EQUIV.PROVIDE 3/4" - 1 1/2" WASHED GRAVELBACKFILL IN TRENCH AND ON BOTHSIDES OR FILTER FENCE FABRIC ONTHE SURFACE2" X 4" WOOD POST ALT:STEEL FENCE POSTS 8"
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