HomeMy WebLinkAboutINFRASTRUCTURE Rev 3 11.13.23 - 23-00618 - Rexburg View Subdivision - Moody & 2nd E - Short Plat-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Rexburg View Subdivision - Moody & 2nd E - Short Plat
Address : 1371 N 2nd E
Record Type : Short Plat
Document Filename : INFRASTRUCTURE Rev 3 11.13.23 - 23-00618 - Rexburg View Subdivision - Moody & 2nd E - Short Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 23-00618
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C.1.0 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
C.1.0 Stamp Katie Saurey : P&Z Open 1 Plan Received
C.3.1 Stamp Kyle Baldwin : P&Z Open 6 Approved - Planning and Zoning
C.3.1 Callout Joel Gray : PW Open 6 How is this island preventing left turn movements? Appears to
be too small.
C.3.1 Stamp Joel Gray : PW Open 6 Corrections Required
Short Plat
Approval of plans does not constitute approval of variance from code
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H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.0_COVER SHEET.dwg - COVER SHEET - 11/10/2023 01:58pm, Nick.Croft
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BOUNDARY
BONNER
KOOTENAI
SHOSHONE
BENEWAH
LATAH
CLEARWATER
NEZ PERCE
LEWIS
IDAHO
ADAMS
WASHINGTON
VALLEY
LEMHI
CUSTER
CLARK
FREMONT
BOISEGEM
PAYETTE
BLAINE
CAMAS
ELMOREADA
CANYON
OWYHEE
BUTTE
LINCOLNGOODING
JEROME
TWIN FALLS CASSIA
MINIDOKA
POWER
ONEIDA
BANNOCK
CARIBOU
FRANKLIN
BEAR LAKE
BINGHAM
BONNEVILLE
JEFFERSON MADISON TETON
NEVADA
STATE MAP
VICINITY MAP
ENGINEER:
HORROCKS ENGINEERS
Know what's below.
Call before you dig.
R
PROJECT SITE
SITE PLAN
FOR
TAGG-N-GO CAR WASH
REXBURG, IDAHO
SHEET INDEX
PAGE #SHEET #SHEET TITLE
1 C.1.0 COVER SHEET
2 C.1.1 GENERAL NOTES
3 C.1.2 LEGEND
4 C.2.0 EXISTING CONDITIONS & DEMO
5 C.3.0 OVERALL SITE PLAN KEYMAP
6 C.3.1 SITE PLAN
7 C.3.2 SITE PLAN DETAILS
8 C.4.0 GRADING PLAN
9 C.5.0 SITE DRAINAGE & UTILITIES STORM &
WATER
10 C.5.1 SITE DRAINAGE & UTILITIES SANITARY
SEWER
11 C.5.2 PLAN & PROFILE - MOODY
12 C.5.3 PLAN & PROFILE - 2ND EAST
13 C.5.4 PLAN & PROFILE - WEST PRIVATE DRIVE
14 C.5.5 DRAINAGE & UTILITIES DETAILS
15 C.6.0 EROSION CONTROL
16 M.1.0 LIFT STATION TANK
17 M.2.0 LIFT STATION PUMP DETAIL
CONTACT: CADEN FUHRIMAN, PE
APPLICANT/OWNER:
TAGG-N-GO EXPRESS CAR WASH
TAGGNGO.COM
(435)628-2256
CONTACT: CONNER ATKIN
BASIS OF BEARING:
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
US 2
0
US
3
3
MOODY
2N
D
E
MOODY
2N
D
E
- VERTICAL CONTROL DATUM BASED ON NAVD88
CP#1
ELEV: 4878.86'
N: 797934.45'
E: 758920.65'
FOUND: 5/8 IR
CP#2
ELEV: 4878.92'
N: 797934.27'
E: 758895.60'
FOUND: 5/8 IR
CP#3
ELEV: 4878.11'
N: 797932.01'
E: 758520.57'
FOUND: 5/8 IR
CP#4
ELEV:5875.38'
N: 797565.99'
E: 758519.44'
FOUND: 5/8 IR
CONTROL POINTS
REVISIONS
REV No.NAME.DATE OF REV DESCRIPTION
1 NMC 10/6/2023 2ND CITY SUBMITTAL
2 NMC 11/6/2023 3RD CITY SUBMITTAL
3 NMC 11/10/2023 4TH CITY SUBMITTAL
CENTRAL MERIDIAN OF THE EAST ZONE OF
THE IDAHO STATE PLANE COORDINATE
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H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.1_GENERAL NOTES.dwg - GENERAL NOTES - 11/10/2023 01:58pm, Nick.Croft
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1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO
SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM CITY OF REXBURG AT LEAST
TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
GENERAL NOTES UTILITY NOTES
INTERMOUNTAIN GAS COMPANY
1527 HOLLIPARK DR.
IDAHO FALLS, IDAHO 83401
(208) 542-6600
NATURAL GAS
POWER
CITY OF REXBURG PUBLIC WORKS
35 NORTH 1ST EAST
REXBURG, IDAHO 83440
(208) 372-2320
WATER / SEWER
ROCKY MOUNTAIN POWER
170 W 2ND N
REXBURG, ID 83440
(208) 359-6155
UTILITY CONTACTS
1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURG
ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS (2022), CITY OF IDAHO FALLS
ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS (2020). CITY OF IDAHO FALLS PUBLIC WORKS
DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS (2020), AND IDAHO STANDARDS FOR PUBLIC
WORKS CONSTRUCTION (ISPWC, 2022).
2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOSED OF AT
AN APPROVED LOCATION.
3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STANDARDS
UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS ARE
AVAILABLE 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 OF
REXBURG STANDARDS.
5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED TO
BE REMOVED.
7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRADE BY
THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE.
8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTION.
9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED.
10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THE
CONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL ALL
IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THE
PROPOSED CHANGES.
11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUST
ABATEMENT 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. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA
UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.
15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE
CONSTRUCTION AREA.
16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS
ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER
UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN
ENGINEER.
17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS
REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING
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 THE
FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED
OF OFF SITE.
18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRIOR
TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES.
19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE
GEOTECHNICAL REPORT.
20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.
SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES
INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERAL
CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRA
COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/OR
SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES.
21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND
CITY STANDARDS.
22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS
GREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHIN
THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINAL
ACCEPTANCE.
1.THE WATER LINE CONSTRUCTION SHALL CONFORM TO REXBURG STANDARD DRAWINGS &
SPECIFICATIONS AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS OF
PUBLIC DRINKING WATER SYSTEMS AND DISINFECTION SPECIFICATIONS SHOULD BE TO
ANSI/AWWA C 651-92: DISINFECTION OF WATER MAINS STANDARDS.
2.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN
WATER AND NON-POTABLE LINES.
3.CONTRACTOR SHALL CONFORM TO THE CITY OF REXBURG REQUIREMENTS HAVING TRACER
WIRE ON ALL WATER LINES.
WATER
SEWER
1.ALL SANITARY SEWER PIPE SHALL BE TO THE PROJECT STANDARDS.
2.CONTRACTOR SHALL INSTALL ALL SANITARY SEWER MAINS AND SERVICE LINES PRIOR
TO INSTALLING ANY WATER SYSTEM IMPROVEMENTS. ADJUST WATER LINES AS PER
PLANS TO MAINTAIN SEPARATION OF MAIN LINES AND TO AVOID SANITARY SEWER
SERVICE LINES.
3.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN
WATER AND NON-POTABLE LINES.
4.ALL NEW AND EXISTING SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED.
5.ALL REMOVED EXISTING SEWER OR WATER UTILITIES SHALL EITHER BE SALVAGED OR
PROPERLY DISPOSED OF ACCORDING TO GOVERNING REGULATIONS.
6.SEWER LATERALS MAY EITHER BE COMPLETELY REMOVED OR ABANDONED IN PLACE.
LATERALS TO BE REMOVED SHALL BE CUT AT THE MAIN AND CAPPED ON BOTH ENDS
AS INDICATED IN NOTE 6 ABOVE.
A.HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS
PLAN TO CONTAIN THE RUNOFF FROM THE CITY OF REXBURG SPECIFIED DESIGN STORM EVENT FOR THE
PROPOSED SITE. ONLY.
B.ALL IMPORTED STRUCTURAL FILL, IF REQUIRED, SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER
PRIOR TO DELIVERY TO THE SITE
C.THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS, EQUIPMENT,
PROCEDURES, AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR. ALL GRADING OPERATIONS
INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION,
PLACEMENT OF FILLS, AND COMPACTION OF FILLS, SHALL BE PERFORMED BY THE CONTRACTOR IN
CONFORMANCE WITH THE GEOTECHNICAL REQUIREMENTS FOR THE SITE AND ONSITE FIELD
OBSERVATIONS AS REQUIRED BY THE GEOTECHNICAL FIRM.
D.IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY HORROCKS IMMEDIATELY IF THERE ARE ANY
CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE
REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS.
E.ALL EXCAVATION, GRADING, AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD BE OBSERVED BY
THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE
PREPARATION, SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS.
F.THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST AND AIR
POLLUTION CAUSED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE
MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE. ACCESS ROADWAYS AND ADJACENT
PROPERTIES IN A CLEAN CONDITION.
G.ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF IDAHO
CITY CODES, UNIFORM BUILDING CODES, AND THE GEOTECHNICAL INVESTIGATION STUDY.
H.THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN
PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS.
GRADING & DRAINAGE NOTES
ROADWAY
·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2020).
·IDAHO DEQ TECHNICAL GUIDANCE MANUAL
·CITY OF REXBURG ENGINEERING STANDARDS (2022)
·GEOTECHNICAL REPORT PREPARED BY ATLAS, FILE NUMBER E212744G DATED OCTOBER 11, 2021
NOTE:
CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE
JOBSITE DURING CONSTRUCTION.
PROJECT SPECIFICATIONS AND STANDARDS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE
ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF
THEIR LOCATION IN THE FIELD PRIOR TO THE START OF
CONSTRUCTION ACTIVITIES.
ENGINEER'S NOTICE TO CONTRACTOR
USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR
OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED
AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS
FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE
TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE
NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR
WRITTEN CONSENT.
LEGAL NOTICE TO CONTRACTOR
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11/6/23
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.2_LEGEND.dwg - LEGEND - 11/10/2023 01:58pm, Nick.Croft
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0
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/
2
0
2
3
3
11
/
1
0
/
2
0
2
3
A ALGEBRAIC GRADE CHANGE
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CEMENT OR CONCRETE
BC BUILDING CORNER
BCR BACK OF CURB RETURN
BFE BASE FLOOD ELEVATION
BFF BASEMENT FINISH FLOOR
BLDG BUILDING
BM BENCHMARK
BP BEGIN POINT
BV BUTTERFLY VALVE
BVC BEGIN VERTICAL CURVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
BVP BEGIN VERTICAL PROFILE
BVW BOTTOM OF VISIBLE WALL
C&G CURB & GUTTER
C B CATCH BASIN
CL CENTERLINE
CLR CLEAR
CO CLEANOUT
CONC CONCRETE
Cu COPPER
C.Y. CUBIC YARD
DIA DIAMETER
DWG DRAWING
E EAST OR EASTING
EA EACH
EG EXISTING GRADE/ GROUND
EL EV ELEVATION
EOC EDGE OF CONCRETE
EOP EDGE OF PAVEMENT
EP END POINT
ESMT EASEMENT
EVC END VERTICAL CURVE
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EVP END VERTICAL PROFILE
EX EXISTING
FE FLANGE END
FF FINISHED FLOOR
FG FINISHED GRADE
FJ FLANGE JOINT
FL FLOW LINE
FM FORCE MAIN
FPS FEET PER SECOND
FT FOOT OR FEET
FUT FUTURE
G GAS LINE
GB GRADE BREAK
GFF GARAGE FINISHED FLOOR
GV GATE VALVE
HGL HYDRAULIC GRADE LINE
HP HIGH POINT
HRZ HORIZONTAL
HWM HIGH WATER MARK
ID INSIDE DIAMETER
IN INCH(ES)
I RR IRRIGATION (PRESSURIZED)/ NON-POTABLE
K VERTICAL CURVE COEFFICIENT
L LENGTH
LF LINEAR FEET
LP LOW POINT
L/S LANDSCAPE
LT LEFT
LVC LENGTH OF VERTICAL CURVE
MAX MAXIMUM
ME MATCH EXISTING
MFR MANUFACTURER
MGD MILLION GALLONS PER DAY
MH MANHOLE
MID MIDDLE
MIN MINIMUM
MJ MECHANICAL JOINT
N NORTH OR NORTHING, FRICTION FACTOR
N/A NOT APPLICABLE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OVHP OVERALL HIGH POINT
OVLP OVERALL LOW POINT
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PH PHASE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENCY
PUE PUBLIC UTILITY EASEMENT
PVI POINT OF VERTICAL INTERSECTION
Q RATE OF FLOW
R RADIUS
REV REVISION
RT RIGHT
R/W RIGHT OF WAY
S SLOPE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SEC SECTION
SF SQUARE FOOT/ FOOTAGE
S/L STREETLIGHT
SPEC SPECIFICATIONS
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
STA STATION
STD STANDARD
SVE SIGHT VISIBILITY EASEMENT
S/W SIDEWALK
TA TOP OF ASPHALT
TBC TOP BACK OF CURB
TBDC TOP BACK OF DEPRESSED CURB
TBM TEMPORARY BENCH MARK
TC TOP OF CONCRETE
TEMP TEMPORARY
TF TOP OF FOOTING
TG TOP OF GRATE
TWB TOP BACK OF WALL
TWF TOP FRONT/FACE OF WALL
T WR TOP OF WALL - RETAINING
TW TOP OF WALL
TYP TYPICAL
UTC UNTREATED BASE COURSE
V VELOCITY
VC VERTICAL CURVE
VRT VERTICAL
W/ WITH
WMH WATER MANHOLE
WTR WATER
* ALL ABBREVIATIONS MAY NOT BE USED
EXISTING PROPOSED
ELECTRICAL MANHOLE
FINISHED FLOOR ELEVATION
PARKING STALL COUNT
TOP BACK CURB SPOT ELEVATION
FFE:2752.84
ABBREVIATIONS*STANDARD SYMBOLS
CALLOUTS
DETAIL REFERENCE
SCALE:
fo
tv
t
jb
ir
pp
s
w
e
t
fo
ir
w
g
g
tv
tb
co
e
FIBER OPTIC MANHOLE
TELEPHONE MANHOLE
CABLE TV MANHOLE
ELECTRICAL POWER POLE
SIGNAL POLE
ELECTRICAL BOX
FIBER OPTIC BOX
JUNCTION BOX
TELEPHONE BOX
TELEPHONE PEDESTAL
CABLE TV BOX
LIGHT POLE
LIGHT POLE OPT 2
LIGHT POLE OPT 3
GAS MANHOLE
GAS METER
CLEANOUT
SEWER MANHOLE
IRRIGATION MANHOLE
IRRIGATION BOX
WATER MANHOLE
WATER METER
FIRE HYDRANT
FIRE HYDRANT OPT 2
GATE VALVE
GATE VALVE OPT 2
CROSS
TEE
90° BEND
45° BEND
22.5° BEND
11.25° BEND
WYE
REDUCER
CAP & PLUG
STORM DRAIN MANHOLE
AREA DRAIN ROUND
AREA DRAIN SQUARE
DROP INLET
CURB INLET
CURB INLET OPT 2
CURB INLET OPT 3
CURB DOUBLE INLET
CURB DOUBLE INLET OPT 2
COMBO BOX
OIL/WATER
SAND/GREASE
OIL/WATER
SAND/GREASE OPT 2
FLARED END PLAN
SIGN
BOLLARD
BORE HOLE
TEST PIT
SD
FO
TV
T
E
JB
IR
PP
S
SD
W
E
T
FO
IR
W
G
G
TV
T
CO
SD
TP
BH
TP
BH
sd
WATER METER OPT 2
BLOW-OFF
TBC:2752.85
RCB REINFORCED CONCRETE BOX CULVERT
RCEA REINFORCED CONCRETE ELLIPTICAL ARCH PIPE
REC REINFORCED CONCRETE ELLIPTICAL CULVERT
RVEC REINFORCED CONCRETE VERTICAL ELLIPTICAL CULVERT
EGG REINFORCED CONCRETE EGG SHAPED CULVERT
PVC POLYVINYL CHLORIDE
RCP
BO
WM
REINFORCED CONCRETE PIPE
VCP
VITRIFIED CLAY PIPE
CIP CAST IRON PIPE
HDPE HIGH DENSITY POLYETHYLENE
DIP DUCTILE IRON PIPE
CMP CORRUGATED METAL PIPE
CPP
CORRUGATED POLYETHYLENE PIPE
POLY POLYETHYLENE
* ALL ABBREVIATIONS MAY NOT BE USED
PIPE ABBREVIATIONS*
FLARED END PROFILE
FLARED END SECTION
BENCHMARK
SECTION CORNER
CONTROL POINT
NOTE:
NOT ALL HATCHES, LINETYPES, AND SYMBOLS SHOWN ON THIS
SHEET ARE INCLUDED IN THIS PLAN SET.
ADDITIONAL SPOT ELEVATION CALLOUTS TO BE
REFERENCED ON GRADING SHEET LEGEND
3/4'' W 3/4'' W
1'' W 1'' W
2'' W 2'' W
3'' W 3'' W
4'' W 4'' W
6'' W 6'' W
8'' W 8'' W
WATER
PROPOSEDEXISTING
W WUNKNOWN
18'' W 18'' W
24'' W 24'' W
30'' W 30'' W
36'' W 36'' W
SURFACE FEATURES
CONSTRUCTION KEYNOTE TAGS
1-1/2'' W 1-1/2'' W
OR DEMO PLAN
OR GRADING PLAN
OR SITE PLAN
OR WATER
OR SEWER
OR STORM DRAIN
OR IRRIGATION
OR CABLE TV
OR TELEPHONE
OR GAS
OR MISCELLANEOUS
OR POWER
10'' W 10'' W
12'' W 12'' W
14'' W 14'' W
16'' W 16'' W
48'' W 48'' W
60'' W 60'' W
72'' W 72'' W
3/4 INCH
1 INCH
1-1/2 INCH
2 INCH
3 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
14 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
48 INCH
60 INCH
72 INCH
4'' SD 4'' SD
6'' SD 6'' SD
10'' SD 10'' SD
12'' SD 12'' SD
15'' SD 15'' SD
16'' SD 16'' SD
18'' SD 18'' SD
STORM
PROPOSEDEXISTING
SD SDUNKNOWN
48'' SD 48'' SD
54'' SD 54'' SD
60'' SD 60'' SD
66'' SD 66'' SD
8'' SD 8'' SD
24'' SD 24'' SD
30'' SD 30'' SD
36'' SD 36'' SD
42'' SD 42'' SD
72'' SD 72'' SD
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
42 INCH
48 INCH
54 INCH
60 INCH
66 INCH
72 INCH
4'' SS 4'' SS
6'' SS 6'' SS
10'' SS 10'' SS
12'' SS 12'' SS
14'' SS 14'' SS
15'' SS 15'' SS
16'' SS 16'' SS
SEWER
PROPOSEDEXISTING
SS SSUNKNOWN
8'' SS 8'' SS
18'' SS 18'' SS
24'' SS 24'' SS
30'' SS 30'' SS
36'' SS 36'' SS
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
14 INCH
SERVICE LATERAL
1'' IRR 1'' IRR
2'' IRR 2'' IRR
6'' IRR 6'' IRR
8'' IRR 8'' IRR
10'' IRR 10'' IRR
12'' IRR 12'' IRR
IRRIGATION
PROPOSEDEXISTING
IRR IRRUNKNOWN
4'' IRR 4'' IRR
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
18 INCH
24 INCH
30 INCH
36 INCH
BEL BEL
2'' BEL 2'' BEL
4'' BEL 4'' BEL
6'' BEL 6'' BEL
8'' BEL 8'' BEL
10'' BEL 10'' BEL
A-1/0 A-1/0 A-1/0
POWER
PROPOSEDEXISTING
OHP OHPOVERHEAD
3'' BEL 3'' BEL
A-4/0 A-4/0 A-4/0
B-1/0 B-1/0
B-4/0 B-4/0 B-4/0
C-1/0 C-1/0
UNDERGROUND
2 INCH
3 INCH
4 INCH
6 INCH
10 INCH
1 PH A 1/0
1 PH A 4/0
1 PH B 1/0
1 PH B 4/0
1 PH C 1/0
8 INCH
WSERVICE LATERAL
IRRSERVICE LATERAL
C-4/0 C-4/0
ABC-4/0 ABC-4/0
ABC-750
SEC SEC
SL SL SL
A-1/0A-1/0A-1/0
A-4/0A-4/0A-4/0
B-1/0B-1/0
B-4/0B-4/0B-4/0
C-1/0C-1/0
C-4/0C-4/0
ABC-4/0ABC-4/0
ABC-750
SECSEC
SLSLSL
1 PH C 4/0
3 PH ABC 4/0
3 PH ABC 750A
SECONDARY
STREET LIGHT
BCTV BCTV
BFO BFO
TEL TEL
BTEL BTEL BTEL
COMMUNICATIONS
PROPOSEDEXISTING
CTV CTVOVERHEAD CABLE TV
FO FO
UNDERGROUND CABLE TV
OVERHEAD FIBER OPTIC
UNDERGROUNG FIBER OPTIC
OVERHEAD TELEPHONE
UNDERGROUND TELEPHONE
1'' G 1'' G
2'' G 2'' G
6'' G 6'' G
8'' G 8'' G
12'' G 12'' G
GAS
PROPOSEDEXISTING
G GUNKNOWN
4'' G 4'' G
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
12 INCH
3 INCH
HPG HPGHIGH PRESSURE
72'' SD 72'' SDLAND DRAIN
FILL FILL
LOD LOD
GB GB GB
HWM
HWM 1YR
HWM 5YR
HWM 10YR
CUT CUT CUT
HWM 25YR
HWM 50YR
HWM 100YR
X X X X X
CUT LINE
FILL LINE
LIMITS OF DISTURBANCE
DITCH
GRADE BREAK
HIGH WATER MARK
HIGH WATER MARK - 1 YEAR EVENT
HIGH WATER MARK - 5 YEAR EVENT
HIGH WATER MARK - 10 YEAR EVENT
HIGH WATER MARK - 25 YEAR EVENT
HIGH WATER MARK - 50 YEAR EVENT
HIGH WATER MARK - 100 YEAR EVENT
FENCE - BARBED
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - WOOD
WALL - BLOCK
WALL - PANEL
WALL - ROCK
R/W RIGHT OF WAY
WALL - CONCRETE
CENTERLINE (ROAD/ENTITY)
CURB & GUTTER
PARCEL LINE
PROPERTY BOUNDARY
EASEMENT AS NOTED
JUT
TOP TOP TOP
>>>
MISCELLANEOUS
PROPOSEDEXISTING
DEMO
TOE TOE
UNKNOWN PIPE
JOINT UTILITY TRENCH
TOE OF SLOPE
TOP OF SLOPE
DIRECTIONAL FLOWLINE
GUARDRAIL
RAILROAD TRACKS
EDGE OF PAVEMENT
top top top
toe toe
PAINT STRIPE - SOLID
PAINT STRIPE - DOUBLE SOLID
PAINT STRIPE - BROKEN
PAINT STRIPE - BIKE LANE INTERSECTION
PAINT STRIPE - LANE DROP
PAINT STRIPE - LANE LINE EXTENSION
FUT FUT
LTG LTG
PED PED
DET DET
EXISTING/PROPOSED
TRAFFIC SIGNAL - DETECTION CONDUIT
PSH PSH
PWR PWR
TRAFFIC SIGNAL - FUTURE CONDUIT
TRAFFIC SIGNAL - LIGHTING CONDUIT
TRAFFIC SIGNAL - PEDESTRIAN CONDUIT
TRAFFIC SIGNAL - PUSH BUTTON CONDUIT
TRAFFIC SIGNAL - POWER SOURCE CONDUIT
(4000)
(4002)
CONTOUR - MAJOR
CONTOUR - MINOR
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SIG SIG TRAFFIC SIGNAL - SIGNAL CONDUIT
D00
G1
35
50
65
80
90
93
99
00
Z
D00
66
36
81
51
91
94
97
A
01
G1
00
96
SS
OR PROTECT IN PLACEP00P00
SITE PLAN HATCH PATTERNS
BUILDING / PAD
CONCRETE SIDEWALK / FLATWORK
POOL DECK
XERISCAPE
HEAVY DUTY PAVEMENT SECTION
LIGHT DUTY PAVEMENT SECTION
RIPRAP
ADA ACCESS RAMP TRUNCATED DOMES
GRAVEL
LANDSCAPE AREAS / GRASS
DECORATIVE BRICK / SIDEWALK /
FLATWORK / LANDSCAPE AREAS
EXISTING CONDITIONS & DEMO HATCH PATTERNS
ASPHALT DEMO HATCH
CONCRETE DEMO HATCH
BUILDING DEMO HATCH
SHEET C.#.#
SHEET C.#.#
4000
4002
C.
#
.
#
DE
T
A
I
L
#
(TYPICAL SECTION DETAIL)
BO
WM
CURB AND GUTTER DEMO
EX CONDITIONS CONTROL POINT
NONE
LINE1
#
A
##
ID
-
8
1
1
6
-
2
3
CJ
F
NM
C
TL
M
08
/
3
0
/
2
0
2
3
LE
G
E
N
D
TA
G
G
-
N
-
G
O
C
A
R
W
A
S
H
RE
X
B
U
R
G
,
I
D
A
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O
3
C.1.2
11/6/23
14'' w
toe
e
e
e
pp
sd
sd
pp
toetoetoetoetoetoetoetoetoetoetoe
toe toe toe toe toe
toe
toe
toe
toe
toe
toe
toe
toe
toptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptoptop
to
p
top top top top top top top top
top
top
top
top
top
top
top
top
top
top
top
top
to
b
tob
to
b
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
w
w
S ssssss
to
p
to
p
pptop
top
top
top
top
top
top
top
top
top
top
top
top
top top top top top top top top top top
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
t
o
p
to
p
to
e
to
e
to
e
to
e
to
e
to
e
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
to
p
top
top
to
e
to
e
to
e
to
e
to
e
t
o
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
14'' w
S0
°
1
1
'
1
6
"
W
3
1
2
.
0
0
'
N89°38'47"E 10.00'
S0°11'17"W 29.00'
S89°38'47"W 20.00'
S0°11'17"W 25.00'
48
7
6
4
8
7
7
4
8
7
8
4
8
7
8
4878
4878
48
7
7
4876
48
7
6
N89°38'47"E 375.00'
N0
°
1
1
'
1
7
"
E
3
6
6
.
0
0
'
S89°38'47"W 365.00'
A
=
3
9
.
5
0
R
=2
5
.
0
0
8
D
=
9
0
°
3
0
'
2
3
"
C
=3
5
.
5
2
CB=S
4
5
°
0
4
'
5
8
"
E
N89°38'46"E 312.26'
15
'
PR
O
P
O
S
E
D
P
.
U
.
E
.
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.2.0_EXISTING CONDITIONS & DEMO.dwg - EXISTING CONDITIONS & DEMO - 11/10/2023 01:59pm, Nick.Croft
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2 3 4
21
9
4
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
10
/
0
6
/
2
0
2
3
2
11
/
0
6
/
2
0
2
3
3
11
/
1
0
/
2
0
2
3
H
O R R O C
K
S
E
N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS &
ELEVATIONS PRIOR TO ORDERING MATERIALS FOR
CONSTRUCTION.
2.ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL
BE REPLACED WITH FILL MATERIAL PER PROJECT
GEOTECHNICAL REPORT. SAID MATERIAL SHALL BE
COMPACTED PER SPECIFICATIONS SET FORTH IN PROJECT
GEOTECHNICAL REPORT BY ATLAS, FILE NUMBER E212744G
AND DATED 10-11-2021.
3.CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS.
THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT
WAS PERFORMED ON THE GROUND BY A LICENSED LAND
SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE
OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES
SHOWN ON THIS SITE PLAN IN ACCORDANANCE
WITH SAID SURVEY.
DEMOLITION/EXISTING KEY NOTES:
EXISTING DITCH TO BE BURIED. DITCH RUNNING NORTH TO
SOUTH TO BE PIPED AND BURIED. DITCH RUNNING EAST TO
WEST TO HAVE DRAINAGE REROUTED ACCORDING TO
DRAINAGE DETAILS
EXISTING FENCE
EXISTING POWER POLE AND CORRESPONDING OVERHEAD
POWER TO BE REMOVED AND RELOCATED AS NEEDED (BY
OTHERS)
EXISTING ASPHALT
EXISTING MISC ON SITE ITEMS, CONTRACTOR TO DETERMINE
METHOD OF REMOVAL
EXISTING CURB & GUTTER
EXISTING STORM DRAIN INLET (TO BE PRESERVED AND
RELOCATED TO RE-TIE INTO EXISTING BASIN )
EXISTING STORM DRAIN PIPE
EXISTING MAILBOX (TO BE RELOCATED)
EXISTING STORM DRAIN MANHOLE
D01
D02
D03
D04
D05
D06
D07
D08
D09
D10
PER CITY OF IDAHO FALLS 2004 COORDINATE SYSTEM WHICH
COINCIDES WITH IDAHO E-ZONE STATE PLANE NAD 83 CENTRAL
MERIDIAN
PROTECT IN PLACE NOTES:
EXISTING ASPHALT
EXISTING SIDEWALK
EXISTING TRAFFIC LIGHT
EXISTING DITCH
EXISTING BURIED ELECTRIC
EXISTING ELECTRICAL BOX
EXISTING POWER POLE
EXISTING OVERHEAD POWER
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MAINLINE
EXISTING WATER MAIN LINE
EXISTING WATER VALVE
EXISTING STORM DRAIN INLET
EXISTING STORM DRAIN MAINLINE
EXISTING STORM DRAIN MANHOLE
EXISTING APPROACH
EXISTING CULVERT
EXISTING CURB & GUTTER
EXISTING STRIPING
P01
P02
P03
P04
P05
P06
P07
P08
P09
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
- VERTICAL CONTROL DATUM BASED ON NAVD88
CP#1
ELEV: 4878.86'
N: 797934.45'
E: 758920.65'
FOUND: 5/8 IR
CP#2
ELEV: 4878.92'
N: 797934.27'
E: 758895.60'
FOUND: 5/8 IR
CP#3
ELEV: 4878.11'
N: 797932.01'
E: 758520.57'
FOUND: 5/8 IR
CP#4
ELEV:5875.38'
N: 797565.99'
E: 758519.44'
FOUND: 5/8 IR
CP#
SHEET NOTE
BASIS OF BEARING
CONTROL POINTS
SURVEY NOTE
ID
-
8
1
1
6
-
2
3
CJ
F
NM
C
TL
M
08
/
3
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2
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C.2.0
CP# 1CP# 2
CP# 3
CP# 4
P01
P01
P01
P02
P02
P03
P03
P04
P05
P06
D03
D03
D03
P09 P10
P10
P11
P12
P13
P14
P15
D07
D08
P16
P17
P17
P17
P17
P18
P18
P18
P19
P19
D01
D01
D01
D01
D01D01
D02D02
D02
D03
D03
D03
D04 D04
D04D06
D05
±11,500 SF OF ASPHALT DEMO
D06 ±10 SF OF CURB AND GUTTER DEMO
MOODY
2N
D
E
A
S
T
PROPOSED BUILDING FOOTPRINT
D09
PATCH BACK TO MATCH
EXISTING SURFACE
D10
P16
11/6/23
14'' w
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14'' w
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.0_OVERALL SITE PLAN KEYMAP.dwg - OVERALL SITE PLAN KEYMAP - 11/10/2023 01:59pm, Nick.Croft
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PRELIMINARY
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CONSTRUCTION
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SCALE: 1" = 20'
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C.3.0
PLAN & PROFILE - MOODY
SHEET C.5.2
SITE PLAN DETAILS SHOWN ON SHEET C.3.1 & C.3.2
GRADING PLAN DETAILS SHOWN ON SHEET C.4.0
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OVERALL SITE PLAN
SHEET C.3.1
SITE PLAN DETAILS SHOWN ON SHEET C.3.2
GRADING PLAN DETAILS SHOWN ON SHEET C.4.0
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R18
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3.
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7.7'
5'
6.
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R3
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R23
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R1
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R2
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43.4'
19
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5'
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27.2'
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244.6'
21.5'
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29
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5.1'
5.1'36
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8'
3'
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4.5'17.2'
37
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6
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246.6'
7.
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20
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TYP
3.5'
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287.6'
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2
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3
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32
7
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8
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8.8
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24'
297.2'
5'
5.9'
6'24'
6.
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291.2'
5'
R15'
19.
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22
0
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16
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26
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24.3'
24.5'
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150'
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37.1'
73.5'74'37.1'
4'
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16.6'
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3'9.5'
55.1'34'3.3'
14'
5.
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207.2'8'
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20
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H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.1_SITE PLAN.dwg - SITE PLAN - 11/10/2023 02:00pm, Nick.Croft
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CONSTRUCTION
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SCALE: 1" = 20'
SHEET NOTES:
1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB,
WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT
OTHERWISE.
SITE PLAN KEYNOTES
INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.1)
INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.1)
INSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER
DETAIL 2 SHEET C.3.1
TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED
INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,
714A, 714B (2020) UNLESS OTHERWISE NOTED
INSTALL BOLLARD PER DETAIL 3 SHEET C.3.1
ADA SIGN PER DETAIL 4 SHEET C.3.1
INSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD - 712A (2020)
INSTALL LANDSCAPE PER LANDSCAPE PLAN
STRIPING PER MUTCD STANDARDS
INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION PER TABLE
SHEET C.3.1 AND CITY OF REXBURG STANDARDS
INSTALL TRASH ENCLOSURE PAD PER DETAIL 5 SHEET C.3.1
INSTALL "NO ENTRY" SIGN PER MUTCD STANDARDS
INSTALL CURB TRANSITION PER ISPWC SD-707 (2020) (LENGTH PER PLANS)
INSTALL STOP SIGN PER MUTCD STANDARDS
INSTALL WHEEL BLOCK
INSTALL HEATED CONCRETE PER MANUFACTURES SPECIFICATIONS
INSTALL RIGHT TURN ONLY SIGN PER MUTCD STANDARDS
INSTALL TRAFFIC LIGHT PER ELECTRICAL PLANS
INSTALL COMMERCIAL APPROACH PER CITY OF REXBURG STANDARDS
SHEET 7
INSTALL CURB PER DETAIL 6 SHEET C.3.1
01
02
03
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05
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C.3.1
MOODY RD
N
2
N
D
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PROPOSED BUILDING
± 5443 SF
02
02
02
02
02
01
01
03
03
03
04
03
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03 03
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03 04
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STORM SWALE
111111
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18
18
C.3.2
6
09
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04
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20
18
02
01
19
36'
14
04
04 04
04
03
03
04
03
MISCELLANEOUS KEYNOTES
INSTALL LIGHT POLEA
A
03
22
22
01
01
10
10
10
12
12
14
'
18'
12
14
14
14
06
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03
03
03
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04
03
03
0303
04
04
11
11
11
04
04
04
09
09
10
11
12
6'
40
'
6'
MATCH CITY CURB
DURING INSTALL
05
05
03
04
04
03
16
21
A
10
10
06
14
25'
24'
19
R8
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8
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5
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R0.5'
R1'
R
1
'
2.
9
'
20
.
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14
'
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7
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5
'
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2
9
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R7.5'
04
04
03
03
11/6/23
FOÑ>JÑK=>JÑ>JBSEVÑGI:M:EK>EYÑB:XKÑKLIEÑ
CFM:C:EKJÑ2GG:SIJÑKFÑT:ÑKFFÑJCSBB
CAR
PARKING
CAR PARKING
39.5'
6.5'
FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3
SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS
SCALE: NTS.
MOODY ROAD FULL ROW TYPICAL STREET SECTION6
C.3.1
2.5'
5'
0.5'
P/L
GEOTEXTILE FABRIC
BELOW AND UP
SIDES
20" GRANULAR BORROW
4" - 3/4"
AGGREGATE
BASE
CHIP AND
SEAL COAT
(FULL WIDTH)
3" ASPHALT PLANT MIX
PAVEMENT
2%2%
GRANULAR
BORROW
2%
6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
12" TYP
PROPERTY LINE TO PROPERTY LINE
27.5'27.5'
9'12.5'12.5'9'12'
CL
BACK OF CURB TO CENTERLINE LANDSCAPE
TRAFFIC
LANE
TRAFFIC
LANE
LEFT TURN LANE
12" TYP
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.2_SITE PLAN DETAILS.dwg - SITE PLAN DETAILS - 11/10/2023 02:00pm, Nick.Croft
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(2
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5
2
2
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2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
10
/
0
6
/
2
0
2
3
2
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/
0
6
/
2
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2
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C.3.2
PARKING ANALYSIS
REQUIREMENTS REQUIRED PROVIDED
PARKING STALLS 16 31
ADA STALLS 1 1
TOTAL 17 32
BUILDING ANALYSIS
BUILDING MAIN FLOOR
BUILDING AREA
(TOTAL = 55,980 SF)± 5,443 SF
MAX BUILDING HEIGHT 28'
BUILDING TYPE (IBC) *II-B* SPRINKLED
IBC OCCUPANCY
CLASSIFICATION AI, AII, AIII
NOTES:
* BUILDING TYPE TO BE VERIFIED WITH
ARCHITECTURAL PLANS, ARCHITECTURAL PLANS
TO SUPERCEDE.
RIGID PAVEMENT SECTION:
THE AASHTO PAVEMENT DESIGN METHOD WAS USED TO DEVELOP THE FOLLOWING RIGID CONCRETE PAVEMENT
SECTION. CONCRETE PAVEMENT SHALL BE BATCHED AND CONSTRUCTED IN ACCORDANCE WITH THE MOST CURRENT
AMERICAN CONCRETE INSTITUTE STANDARDS AND IN ACCORDANCE WITH IDAHO TRANSPORTATION DEPARTMENT
STANDARD DRAWINGS C-1-A AND C-1-B. NATIVE SUBGRADE SOILS ON THE SITE ARE FROST SUSCEPTIBLE, AND
THEREFORE, REQUIRE JOINTS SEALERS OR UNDER-DRAINS.
MATERIAL SPECIFICATIONS:
PORTLAND CEMENT CONCRETE:4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI GENERALLY
COMPLYING WITH ITD REQUIREMENT FOR URBAN CONCRETE.
CRUSHED AGGREGATE BASE:MATERIAL COMPLYING WITH ITD STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION
SECTION 303 AND 703 FOR AGGREGATES.
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN
THE THE STRUCTURE FILL SECTION OF THE ORIGINAL GEOTECHINCAL REPORT (PREPARED
BY ATLAS DATED OCTOBER 11, 2021) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS
NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY
REQUIREMENTS SHALL BE PER TABLE 1, ISPWC.
- IT WILL BE REQUIRED FOR ATLAS PERSONNEL TO VERIFY SUBGRADE
COMPETENCY AT THE TIME OF CONSTRUCTION
PCCP PAVEMENT SECTION SUMMARY
PORTLAND CEMENT
CONCRETE PAVEMENT 6.0 INCHES
CRUSHED AGGREGATE BASE 6.0 INCHES
STRUCTURAL SUBBASE NOT REQUIRED
COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT
PREPARED BY ATLAS, FILE NUMBER EG212744G AND DATED OCTOBER 11,
2021
PC
FLEXIBLE PAVEMENT SECTION SUMMARY
CLASSIFICATION LIGHT DUTY HEAVY DUTY
ASPHALTIC CONCRETE 2.5"3.0"
CRUSHED AGGREGATE BASE 4.0"4.0"
STRUCTURAL SUBBASE 10.0"14.0"
SUBGRADE PREPARATION (MAX
LIFT PER GEOTECHNICAL
REPORT)
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT PREPARED BY ATLAS, FILE NUMBER E212744G
AND DATED OCTOBER 11, 2021
MATERIAL SPECIFICATIONS:
ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION
810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE
WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED
AGGREGATE MATERIALS
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE
REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF
THE GEOTECHNICAL REPORT (PREPARED BY ATLAS DATED
OCTOBER 11, 2021) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO
MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY
REQUIREMENTS SHALL BE PER ISPWC SECTION 801, TABLE 1.
LD
- IT WILL BE REQUIRED FOR ATLAS PERSONNEL TO VERIFY SUBGRADE
COMPETENCY AT THE TIME OF CONSTRUCTION
HD
SECTION
VA
R
I
E
S
3'
M
I
N
"
1
3
/
8
"
3"
M
I
N
.
9"9"
SMOOTH SLOPED
MORTAR CAP PAINTED
ASPHALT PAVEMENT
OR CONCRETE WHERE
OCCURS SEE PLAN
6" DIA. STANDARD STEEL
PIPE FILLED WITH CONCRETE
AND PAINTED YELLOW
18" DIA. CONCRETE
FOOTING
(2) #6 BARS 12" LONG
EACH WAY WELD TO PIPE
CAP TOP OF POST
3/8"X3 1/2"
CADMIUM PLATED
HEX HEAD BOLT WITH
FLAT LOCK WASHER
AND NUT
6'
-
0
"
4"
18
"
6"
12"
BLUE BACKGROUND
W/ WHITE SYMBOL
AND LETTERING
PROVIDE SIGN THAT
IDENTIFIES ALL VAN
ACCESSIBLE STALLS.
REFER TO PLAN FOR
LOCATIONS
NOTE: TOP OF POST TO
BE CUT 1/2" BELOW TOP
OF SIGN
SCALE:
1
C.3.1
FLAT PAN CURB & GUTTER
NTS
3/4" GRAVEL ROAD BASE
FIN. GRADE
(W/ LIP FLAT)
CONC. CURB & GUTTER
3/4'' GRAVEL
ROAD BASE
ASPHALT PAVEMENT
1.
0
'
0.
5
'
0.
5
'
2''±
4''
1.5'
0.5'
1'
SCALE:
4
C.3.1
TYPICAL HANDICAP SIGN DETAIL
NTSSCALE:
3
C.3.1
PIPE BOLLARD DETAIL
NTS SCALE:
5
C.3.1
TRASH PAD DETAIL
NTSSCALE:
2
C.3.1
DEPRESSED HEAD
FLAT PAN CURB & GUTTER
NTS
3/4" GRAVEL ROAD BASE
FIN. GRADE
(W/ LIP FLAT)
CONC. CURB & GUTTER
3/4'' GRAVEL
ROAD BASE
ASPHALT PAVEMENT
0.
5
2
'
0.
5
'
0.
0
2
'
1''±
5''
1.5'
0.5'
1'
1'-11"1'-11"
10'-2"
7'
-
0
"
SCHEDULE 40-4"Ø STEEL
BOLLARDS 4'-0" ABOVE GROUND
3'-0" BELOW GROUND SET IN
CONCRETE (TYPICAL 3 PLACES)
6" THICK
CONCRETE PAD
5'-4"
1'
-
0
"
9'-2" MIN INSIDE DIMENSION
6'
-
0
"
M
I
N
I
N
S
I
D
E
D
I
M
E
N
S
I
O
N
6' HIGH SOLID PRIVACY FENCE
MUST BE ATTACHED TO
CONCRETE PAD AS APPROVED
BY CITY ENGINEER. PRIVACY
MATERIALS INCLUDE: STONE,
MASONRY BLOCK, WOOD,
VINYL, OR CHAIN LINK
FENCING WITH SLATS.
SL
O
P
E
1%
M
A
X
LANDSCAPING TABLE
OVERALL SITE LANDSCAPING
SITE AREA = 60,576 SF
TOTAL HARDSCAPE = 48,238.6 SF (79.7% OF SITE)
TOTAL LANDSCAPING = 12,337.4 SF (20.3% OF SITE)
*(20% MINIMUM LANDSCAPING REQUIRED OF TOTAL SITE SF)
3 STALLS PER 1000 SF OF BUILDING PER CITY OF REXBURG
REQUIREMENTS
5,443 SF/1000 SF = 5.443
5.443*3 = 17 STALLS
SCALE:
6
C.3.1
FLAT PAN CURB & GUTTER DIVIDER
NTS
3/4" GRAVEL ROAD BASE
(W/ LIP FLAT)
CONC. CURB & GUTTER
3/4'' GRAVEL
ROAD BASE
ASPHALT OR CONCRETE
1.
0
'
0.
5
'
0.
5
'
1'
0.5'
1'
11/6/23
14'' w
toe
e
e
e
sd
to
b
tob
to
b
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
w
w
S ssssssss
pp
pp
14'' w
FFE: 4876.67
TOC: 4876.11
TOC: 4875.96
FG: 4877.18
TOC: 4877.30
TOC: 4877.22
TOC: 4875.94
TOC: 4876.05
TOC: 4875.56
TOC: 4875.65
TOC: 4875.68
TOC: 4875.59
FG: 4877.19
FG: 4877.20
FG: 4877.22
1
.
6
%
2
.
1
%
2.
0
%
1.
8
%
1
.
5
%
1.
5
%
1
.
8
%
5.0%
4.
4
%
2.9%
1.5%
1
.
8
%
1.8%
2
.
4
%
3
.
1
%
4.6%
2.9%
2.
5
%
3.3%
3.2%
1
.
8
%
2.5%
1.5%
1.5%
1.
7
%
1
.
5
%
6
.
8
%
1
.
6
%
1
.
5
%
1
.
6
%
1.2
%
1.2
%
1.4%
1.4%
1.
7
%
1.
7
%
2
.
2
%
1.3%
1.2%
2.5
%
1.9
%
1.
9
%
3.1
%
TBC: 4875.92
TBC: 4875.91 TBC: 4875.91
TBC: 4875.90 TBC: 4876.01
TBC: 4876.02 TBC: 4876.01
TBC: 4876.01 TBC: 4875.87
TBC: 4875.86 TBC: 4875.87
TBC: 4875.90
TOA:4875.40 TOA:4875.41
TOA:4875.40
TOC: 4875.42
TOC: 4875.52 TOC: 4875.52
TOC: 4875.52TOC: 4875.52
TOC: 4875.37 TOC: 4875.39
TOC: 4875.37TOC: 4875.37
FFE: 4876.50
FL: 4876.62
TOC: 4877.18
TOC: 4877.26
TOC: 4877.26
TOC: 4877.28
1.
3
%
1.
5
%
1.
2
%
1.9
%
1.
6
%
1
.
6
%
1.
8
%1.7%
1
.
6
%
1
.
7
%
0.
0
%
1.
2
%
1.
8
%
1.
2
%
1.
3
%
1.
2
%
1.
9
%
1.6%
2.0%
1.
5
%
1
.
5
%
1.7%
2.
0
%
TOA:4875.38
TOA:4876.53
TOA:4875.89
TOA:4875.89
TOC: 4875.50
TOC: 4875.50
TOA:4875.89
TOA:4875.89
TOC: 4875.34
TOC: 4875.34
TOA:4875.61TOA:4876.25TOA:4875.77
TBC: 4876.19
TBC: 4876.16
TOA:4876.74
TOA:4876.71TOA:4876.69
TOC: 4875.38
TBC: 4876.11TOA:4875.66 TOA:4876.19
TBC: 4876.27
TBC: 4876.38
TBC: 4876.39
TBC: 4876.36
TBC: 4876.38
TOC: 4877.25
TBC: 4877.03 TBC: 4877.19 TBC: 4877.21
TBC: 4877.24
TBC: 4876.75
1.
9
%
0.8%
1
.
2
%
1.0%
1
.
5
%
1
.
5
%
3.2%
2.0%
2.
4
%
0.
5
%
2
.
6
%
2
.
5
%
2
.
4
%
1
.
7
%
TOA:4876.37
1
.
3
%
1.2
%
1.4%
1.4%
1
.
6
%
TOA:4876.21
2
.
2
%
1.7
%
1.
8
%
2.6
%
TOG:4875.65
1.2%
1.2%
1.2%
0.5%
0.4
%
1.1
%
0.
4
%
1.
2
%
1.
0
%
1.
2
%
1.
4
%
1.
9
%
0.
6
%
0.
7
%
2.4%
5.0%
5.0%
0.
5
%
3
.
3
%
2.
4
%
2.
4
%
2
.
5
%
1.
9
%
1
.
4
%
1.6
%
2.4%
TOA:4876.80
3
.
6
%
0.
7
%
1.3%
1.3%1.0%3.9%
2.5%1.0%1.3%1.9%
1.1%
1.0%
1.0%
1.4%
1.4%
1.0%
1.6%2.0%1.3%
0.
7
%
2.
7
%
0.
1
%
0.9%0.1%0.4%0.1%0.4%
1.
1
%
3.8
%
1.0%2.3%
3.9%
3.3%
1.4%
TOC: 4877.25
TOC: 4877.29
TOC: 4877.29
1.6
%
1.0%
1.
5
%
1.
5
%
0.
5
%
0.
5
%
1
.
5
%
1
.
6
%
1
.
6
%
2
.
1
%
2.
1
%
1.6%
1.8%
2.0%
2
.
1
%
2.
1
%
2.
1
%
2
.
1
%
2.
1
%
2.
1
%
2
.
1
%
2.
1
%
TOG:4875.30TOG:4875.35 TOG:4875.46
TRENCH DRAIN
TOG:4876.51
0
.
5
%
LS LANDSCAPE
TOG:4877.09
1.5%
1.6
%
1.6%
1.3
%
0.1%
1
.
8
%
1.
9
%
1.
9
%
2.
0
%
2.0%1.6
%
1
.
8
%
FG: 4877.10
FG: 4876.50
FFE: 4877.22
FFE: 4877.22
FFE: 4876.51
FG: 4876.51
FG: 4876.51
FG: 4877.14
FG: 4877.14
FFE: 4877.16
FFE: 4877.34
FFE: 4877.34
FFE: 4877.14
FFE: 4876.50
FFE: 4877.29
FFE: 4877.14
FFE: 4877.14
0.9%
4877
4
8
7
8
48
7
6
487
6
4
8
7
6
4
8
7
8
4
8
7
7
4876
4
8
7
8
4878
4878
4879
48
7
8
48
7
8
48
7
7
48
7
5
48
7
7
4
8
7
8
48
7
7
48
7
5
48
7
5
4
8
7
7
48
7
5
4877
4879
4877
4877
4
8
7
6
48
7
6
4878
4878
4878
4
8
7
6
48
7
7
4876
4876
48
7
6
0.8%
2.
5
%
TBC: 4876.15
1.6
%
1
.
8
%
1.6
%
1.6
%
1
.
6
%
1
.
6
%
2.0%
1.9
%
2
.
3
%
1.0%
FG: 4876.45 TBC: 4877.56
TBC: 4876.74
TBC: 4876.72
2
.
9
%
2
.
5
%
1
.
5
%
1.3
%
2.1
%
2.1%2.
1
%
2.3%
4.2%
TBC: 4876.17
1.9%
0.6%
1.2%
0.
5
%
0.
7
%
0.
7
%
0.6%
0.5%
0.6%3.1%
0.
5
%
TOA:4875.64
0.6%0.6%
1.
2
%
1.
5
%
1.
2
%
1.
4
%
0
.
3
%
1.4
%
1
.
4
%
1.1%
TBC: 4876.60
1.2%
0.
7
%
1.
1
%
1.8%
2
.
2
%
2.8%
2.3
%
1.3%
1.
9
%
2.
4
%
1.3%
2.6%
TBC: 4877.31TOA:4876.27
1.0%
1.5%
1.6%
1.6%
TBC: 4877.00
TBC: 4877.07
TBC: 4876.97
TBC: 4876.68
TBC: 4876.66
TBC: 4876.73
TBC: 4876.96
TBC: 4877.23 TBC: 4877.28
TBC: 4877.42
TBC: 4877.57
TBC: 4877.55
TBC: 4877.71
TBC: 4877.44 TBC: 4877.57
TBC: 4877.35
TBC: 4877.75
TBC: 4877.96
TBC: 4878.39
DTBC: 4878.14
TBC: 4878.08
TBC: 4878.07
DTBC: 4878.31
TBC: 4878.09
TBC: 4876.80 TBC: 4876.93
TBC: 4876.78
TBC: 4876.73
TBC: 4876.53
TBC: 4876.44
TBC: 4876.20
TBC: 4876.84
TBC: 4877.24
TBC: 4877.39
TOC: 4878.11
TOC: 4878.04
TOC: 4878.33
TOC: 4878.34
TOC: 4876.66
TOC: 4876.66
TOC: 4876.61
TOC: 4876.61
TOC: 4876.89
TOC: 4876.89
TOC: 4876.89
TOC: 4876.89
FG: 4876.75FG: 4876.61
DTBC: 4876.95
DTBC: 4877.12
DTBC: 4877.00
DTBC: 4876.98
DTBC: 4877.10
DTBC: 4877.26
DTBC: 4876.19
DTBC: 4877.81
3.3%
2.5%
2.7
%
3.0%
TOA:4876.89
TOA:4876.62
TOA:4876.50
TOA:4876.92
TOA:4876.96
TOA:4877.24
TOA:4877.21
TOA:4877.04
TOA:4877.07
TOA:4876.37
TOA:4876.46
TOA:4876.47
TBC: 4876.97
TBC: 4876.96
TOA:4876.89
DTBC: 4876.08
TBC: 4876.54
TOA:4876.04 TOA:4876.18
TOA:4877.87
TOA:4877.58
TOA:4876.05
TOA:4876.17
TOA:4876.57
TOA:4876.47
TOA:4877.13
TOA:4877.07
TOA:4876.23
TOA:4876.65
TOA:4876.43
TOA:4876.81
TBC: 4877.15
TBC: 4877.31
TOC: 4877.89
TBC: 4878.06
DTBC: 4877.64
DTBC: 4877.69
TBC: 4878.22
TBC: 4878.29
TBC: 4878.61
METBC: 4878.58
TBC: 4878.09
TBC: 4876.82
DTBC: 4876.43DTBC: 4876.30
TBC: 4876.25
TOC: 4878.53
TOC: 4878.55
TOC: 4878.63
TOC: 4878.61
TOC: 4878.67
TOC: 4878.59
TOC: 4878.61
TOC: 4878.69
TOC: 4878.70
TOC: 4878.63
TOC: 4878.65
TOC: 4878.59
TOC: 4878.32
TOC: 4878.18
TOC: 4878.19
TOC: 4878.14
TOC: 4877.66
TOC: 4878.16
TOC: 4878.23
TOC: 4876.53
TOC: 4876.39
TOC: 4876.47
TOC: 4876.61
TOC: 4876.30 TOC: 4876.43
TOA:4876.74
METOA: 4878.61
METOA: 4878.93METOA: 4878.23
TBC: 4876.62
TOC: 4878.22
TBC: 4878.00
TBC: 4878.00
DTBC: 4877.69
DTBC: 4877.77
TBC: 4878.32
DTBC: 4877.93
DTBC: 4878.14
TBC: 4878.55
TOA:4877.81
TOA:4877.89
TOA:4878.05
TOA:4878.13TOC: 4878.25
TOC: 4878.52
TOC: 4878.67
METOA: 4878.59
TOC: 4878.19
TOC: 4878.27
TOC: 4878.43
TOC: 4878.50
TOC: 4878.60
TOC: 4878.14
TBC: 4877.04
TOG:4876.69
TOG:4876.69
TBC: 4877.05
TOA:4877.19
TOA:4876.53 TOA:4876.24
TBC: 4877.72
TBC: 4876.56
TBC: 4877.89
TBC: 4876.33
DTBC: 4876.72
TBC: 4876.38
TBC: 4877.05
TBC: 4877.15
TBC: 4877.00
TBC: 4876.96
FG: 4877.22
TBC: 4876.94
TBC: 4876.68
TOC: 4877.22
TOC: 4876.74
TOC: 4876.78
TBC: 4877.41
TBC: 4877.13
TOA:4877.39
TOC: 4877.39
DTBC: 4877.15
TOA:4876.18
TOA:4876.41
TOA:4876.00
TOA:4875.60
TBC: ???
DTBC: 4876.71
TBC: 4877.14
TOA:4876.41
DTBC: 4876.44
TOA:4876.63
DTBC: 4877.13
TBC: 4877.16
TOA:4876.66
TOA:4876.64
BOS: 4875.50
TOS: 4876.50
BOS: 4875.50
TOS: 4876.50
TOA:4876.64
TOA:4876.67
DTBC: 4876.89
TOA:4876.01
TOA:4877.17
TOA:4875.40
TOA:4876.47
TOA:4876.60
TOA:4876.93
TOA:4876.89
TOA:4876.88
TBC: 4877.89
TOA:4876.18
TOC: 4876.76
TBC: 4876.44
TBC: 4876.44
TOA:4876.61
TOC: 4876.46TOC: 4876.12
FFE: 4877.22
TOC: 4877.22
TOC: 4877.15
TOG & DTBC:
4875.73
TOG:4875.52
TBC: 4876.02
TOC: 4877.22
FFE: 4877.22
FFE: 4877.22 FFE: 4877.22
TOC: 4876.56
TOC: 4876.46
TBC: 4876.96
DTBC: 4875.91
TOA:4875.91
TOC: 4875.91
TOA:4875.73
TOA:4875.73
TBC: 4876.43
TOA:4875.93
TOC: 4875.93
TBC: 4876.29
TOA:4875.79
TOC: 4875.79
DTBC: 4876.32
TOC: 4876.29
TOA:4876.45
TBC: 4876.95
TBC: 4876.81
TOC: 4876.31
TOA:4876.09
TBC: 4876.59
TBC: 4876.57
TOC: 4876.07
DTBC: 4876.02
TOC: 4876.00
TOA:4876.12
DTBC: 4876.14
BOS: 4875.51
TOS: 4876.50
BOS: 4875.51
TOS: 4876.50
1.
5
%
0.1%
1.9
%
TOC: 4878.06 TOC: 4877.82
METOC: 4877.51
METBC: 4877.57
METOC: 4877.65
METBC: 4877.93
TOC: 4878.00
TOC: 4878.24
DTBC: 4877.66
DTBC: 4877.85
TOC: 4878.14
TOC: 4878.31
TOG:4876.19
TBC: 4876.69
TOG:4877.22
48
7
7
4876
4
8
7
6
4
8
7
6
487
6
4876
4
8
7
6
4876
4
8
7
6
487
6
4876
4876
48
7
6
487
7
4877
4877
4
8
7
8
487
7
48
7
8
48
7
8
4876
48
7
6
487
6
4
8
7
6
48
7
7
METOC: 4877.73
4877
48
7
8
TBC: 4877.58
METOA:4877.60
TOC: 4877.91
TBC: 4878.61
TBC: 4878.31
TBC: 4878.56
TBC: 4878.39
TBC: 4878.44
TBC: 4878.47
TBC: 4878.47
TBC: 4878.40TBC: 4878.53
TBC: 4878.76
TBC: 4878.69
TBC: 4878.37
TOA:4875.80
DTBC: 4877.70
TOA:4877.67
TOA:4878.26
TOA:4877.79
TOC: 4877.79
TOA:4877.06
DTBC: 4877.15
TOA:4878.11TBC: 4876.85
1.4
%
1.3%
2.
0
%
2.1%
2.
0
%
1.
0
%
0.
8
%
2
.
2
%
TBC: 4878.41
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.0_GRADING PLAN.dwg - GRADING PLAN - 11/10/2023 02:14pm, Nick.Croft
1 5
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5
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I
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
10
/
0
6
/
2
0
2
3
2
11
/
0
6
/
2
0
2
3
3
11
/
1
0
/
2
0
2
3
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
LEGEND
TOA: TOP OF ASPHALT
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
METBC: MATCH EXISTING TOP BACK CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
FFE: FINAL FLOOR ELEVATION
FG: FINISH GRADE
FL: FLOW LINE
TOS: TOP OF SWALE
BOS: BOTTOM OF SWALE
TOG: TOP OF GRATE
-CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
-ALL ELEVATIONS ARE FG
-BUILDING FFE LABELS ARE BOXED
SHEET NOTE
ID
-
8
1
1
6
-
2
3
CJ
F
NM
C
TL
M
08
/
3
0
/
2
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2
3
GR
A
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C.4.0
MOODY
2N
D
E
-GRADE BREAK
LEGEND
CONTRACTOR TO
MATCH EXISTING ASPHALT
PROPOSED BUILDING
FFE VARIES ON BUILDING FOOTPRINT. SEE
BOXED ELEVATION POINTS ABOVE FOR
BUILDING FOOTPRINT ELEVATIONS.
11/6/23
toe
e
e
e
sd
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
w
w
S ssssss
14'' w
100'
37
.
9
'
36
5
.
9
'
41.7'
20
'
61'
58'
TOA:4876.57 TOA:4876.37
TOA:4875.82TOA:4875.52
SD
SS SS
2'' W 2'' W
2'
'
W
2'
'
W
2'' W 2'' W 2'' W 2'' W 2'' W 2'' W
S
SS
SS
SS
SS
S
SSSSSSSS
SSSS
SS SS
SD
SD
SD
SD
SSSS
SS SS SS SS
6'' SS6'' SS
6'
'
S
S
6'
'
S
S
6'
'
S
S
6'
'
S
S
6'
'
S
S
36'' SD 36'' SD 36'' SD
36'' SD 36'' SD 36'' SD
36'' SD 36'' SD 36'' SD
16'' W
IR
IR
IR
IR
IR
SS
SS
S
6'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
s ssssssSSSSSSSSSSSSSSS
SD
8'
'
W
8'
'
W
SD
SSMH - 1
RIM: 4876.52
INV IN: 4857.37 12" (E)
INV IN: 4857.70 8" (N)
INV IN: 4857.70 8" (S)
INV OUT: 4857.27 12" (W)
SD
SD SD
SS
S
D
SD
SD ROOF DRAIN 4
RIM: 4877.31
INV OUT: 4874.31 6" (E)
SD ROOF DRAIN 3
RIM: 4877.24
INV OUT: 4874.22 6" (N)SD ROOF DRAIN 1
RIM: 4877.21
INV OUT: 4873.77 6" (N)SD ROOF DRAIN 2
RIM: 4877.21
INV OUT: 4874.21 6" (N)
SD 6" 90 DEG ELBOW 2
RIM: 4877.17
INV IN: 4873.63 6" (S)
INV OUT: 4873.63 6" (E)
SD 6" 90 DEG ELBOW 1
RIM: 4877.16
INV IN: 4874.15 6" (S)
INV OUT: 4874.15 6" (W)
SD 6" TEE
RIM: 4877.10
INV IN: 4873.99 6" (E)
INV IN: 4873.99 6" (S)
INV OUT: 4873.99 6" (W)
SD LS DRAIN
RIM: 4877.09
INV IN: 4873.59 6" (W)
INV IN: 4873.17 6" (SE)
INV OUT: 4873.07 12" (NW)SD TRENCH DRAIN
RIM: 4876.51
INV OUT: 4873.48 12" (W)
SD INLET 4
RIM: 4876.19
INV OUT: 4873.69 6" (NW)
SD INLET 6
RIM: 4875.46
INV IN: 4871.70 12" (E)
INV IN: 4871.62 12" (W)
INV IN: 4872.10 12" (SE)
INV OUT: 4871.52 12" (N)
SD INLET 1
RIM: 4875.52
INV IN: 4872.60 12" (E)
INV OUT: 4872.50 12" (N)
SD INLET 5
RIM: 4875.30
INV OUT: 4872.30 12" (W)
SD INLET 7
RIM: 4875.35
INV IN: 4871.89 12" (S)
INV OUT: 4871.79 12" (E)
16LF OF 6" S.D. @ 1.00%
52L
F
O
F
6
"
S
.
D
.
@
1
.
0
0
%
37LF OF 6" S.D. @ 1.95%
7LF OF 6" S.D. @ 3.36%
7LF OF 6" S.D. @ 1.00%
94
L
F
O
F
1
2
"
S
.
D
.
@
0
.
2
2
%
78LF OF 12" S.D. @ 0.76%
79LF OF 12" S.D. @ 0.22%
3LF OF 6" S.D. @ 5.00%
20LF OF 6" S.D. @ 2.60%
52LF OF
1
2
"
S
.
D
.
@
1
.
7
1
%
48LF OF 6" S.D. @ 1.54%
SD INLET 2
RIM: 4875.73
INV IN: 4872.29 12" (S)
INV OUT: 4872.19 12" (E)
67LF OF 12" S.D. @ 0.22%
21LF OF 12" S.D. @ 0.22%
19LF OF 12" S.D. @ 2.29%
SDMH 1
RIM: 4875.68
INV IN: 4871.56 12" (N)
INV IN: 4871.48 12" (S)
INV OUT: 4871.38 12" (W)
19LF OF 12" S.D. @ 0.22%
SD INLET 8
RIM: 4875.65
INV OUT: 4872.00 12" (S)
16LF OF 6" S.D. @ 1.00%
SD CLEANOUT 2
RIM: 4874.49
INV IN: 4873.47 6" (E)
INV IN: 4873.47 6" (W)
INV OUT: 4873.47 6" (N)
SDMH 2
RIM: 4873.75
INV IN: 4872.04 12" (W)
INV IN: 4872.73 6" (S)
INV OUT: 4871.94 12" (N)
23LF OF 12" S.D. @ 0.22%
8
4
L
F
O
F
1
2
"
S
.
D
.
@
1
.
1
6
%
13LF OF 12" S.D. @ 0.22%
EX INLET RELOCATED
RIM: 4874.46
INV OUT: 4872.94 12" (SE)
SD INFILTRATOR INVERT
RIM: 4875.90
INV IN: 4871.33 12" (E)
SDMH 3
RIM: 4877.76
INV IN: 4872.91 12" (NW)
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.0_DRAINAGE & UTILITIES.dwg - DRAINAGE & UTILITIES STORM & WATER - 11/10/2023 02:02pm, Nick.Croft
1 5
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S
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R
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P
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,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
10
/
0
6
/
2
0
2
3
2
11
/
0
6
/
2
0
2
3
3
11
/
1
0
/
2
0
2
3
H
O R R O C
K
S
E
N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS
INSTALL ROOF DRAIN BUILDING CONNECTION PER DETAIL 1 SHEET C.5.4.
INCLUDE PLUG BASED ON CONNECTION PIPE SIZING. CAP AND MARK (TO
SURFACE) SEE ARCHITECTS PLANS FOR CONTINUATION
INSTALL STANDARD 2' X 3' STORM DRAIN CURB CATCH BASIN PER STD IF -
604 SHEET 1 OF 2 (2022)
INSTALL STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR
PER STD IF - 612B (2022)
INSTALL STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR
AND SLOTTED GRATE PER STD IF - 612B (2022)
INSTALL TYPICAL INFILTRATION DETAIL PER DETAIL 2 SHEET C.5.4
INSTALL STORM DRAIN CLEAN OUT
INSTALL STORM DRAIN MANHOLE WITH SLOTTED GRATE PER STD IF - 612B
(2022)
INSTALL 6" 90° ELBOW
INSTALL 6" X 6" TEE
66
67
68
69
70
71
72
73
74
75
WATER KEYNOTES
INSTALL 2" DOMESTIC WATER SERVICE PER CITY OF REXBURG STD - 402
(2022). CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR
CONTINUATION
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLAN, MUST MAINTAIN 5' COVER
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407,
MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 8" PLUG
INSTALL FIRE HYDRANT W/ GATE VALVE PER STD IF - 404 (2022)
37
38
39
40
41
ID
-
8
1
1
6
-
2
3
CJ
F
NM
C
TL
M
08
/
3
0
/
2
0
2
3
DR
A
I
N
A
G
E
&
U
T
I
L
I
T
I
E
S
S
T
O
R
M
&
W
A
T
E
R
TA
G
G
-
N
-
G
O
C
A
R
W
A
S
H
RE
X
B
U
R
G
,
I
D
A
H
O
9
C.5.0
66
66
66
66
66
67
67
67
66
68
69
7070
70
68
71
72
73
7475
37
37
38
38
39
39
40
MOODY RD
N
2
N
D
E
PROPOSED BUILDING
SF: ±5,440
INFILTRATION DRAINAGE SUMMARY
FOUND ON TABLE ON SHEET C.5.4
-INFILTRATION DRAINAGE SUMMARY FOUND ON TABLE ON SHEET C.5.4
SHEET NOTE41
68
66
39
66
66
74
66
66
66
69
70
66
66
67
66
67
66
68
66
RIGHT OF WAY INLET TO BE
RE-USED AFTER RELOCATION.
MATCH EX MANHOLE INVERT
69
11/6/23
toe
e
e
e
sd
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
w
w
S ssssss
14'' w
SD
SS SS
2'' W 2'' W
2'
'
W
2'
'
W
2'' W 2'' W 2'' W 2'' W 2'' W 2'' W
S
SS
SS
SS
SS
S
SSSSSSSS
SSSS
SS SS
SD
SD
SD
SD
SSSS
SS SS SS SS
6'' SS6'' SS
6'
'
S
S
6'
'
S
S
6'
'
S
S
6'
'
S
S
6'
'
S
S
36'' SD 36'' SD 36'' SD
36'' SD 36'' SD 36'' SD
36'' SD 36'' SD 36'' SD
16'' W
IR
IR
IR
IR
IR
SS
SS
S
6'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
s ssssssSSSSSSSSSSSSSSS
SD
8'
'
W
8'
'
W
SD
SSMH - 1
RIM: 4876.52
INV IN: 4857.37 12" (E)
INV IN: 4857.70 8" (N)
INV IN: 4857.70 8" (S)
INV OUT: 4857.27 12" (W)
SD
SD SD
SS
S
D
SD
SSMH - LS - 1
RIM: 4875.61
INV IN: 4866.89 6" (S)
INV OUT: 4866.89 6" (W)
INV OUT: 4866.89 4" (E)
SS CO 9
RIM: 4877.43
INV IN: 4871.07 6" (E)
INV IN: 4871.07 6" (N)
SS PLUG 1
RIM: 4877.19
INV OUT: 4871.26 6" (W)
SS TRASH PIT
RIM: 4877.09
INV OUT: 4871.70 6" (N)
INV OUT: 4871.19 6" (S)
SS PLUG 6
RIM: 4876.69
INV OUT: 4870.67 6" (N)
SS PLUG 5
RIM: 4876.69
INV OUT: 4871.67 4" (N)
SS PLUG 4
RIM: 4876.69
INV OUT: 4871.69 4" (N)
SS PLUG 3
RIM: 4876.69
INV OUT: 4872.69 6" (N)
SS PLUG 2
RIM: 4877.22
INV OUT: 4873.22 4" (W)
SS CO 2
RIM: 4876.58
INV IN: 4871.54 6" (E)
INV OUT: 4871.54 6" (N)
SS CO 1
RIM: 4876.56
INV IN: 4872.63 6" (S)
INV OUT: 4872.63 6" (W)
SSMH - 1
RIM: 4876.52
INV IN: 4857.70 8" (S)
INV OUT: 4857.27 12" (W)
SS TEE 1
RIM: 4876.01
INV IN: 4858.86 8" (S)
INV IN: 4858.94 6" (E)
INV OUT: 4858.86 8" (N)
SS RECLAIM TANK 2
RIM: 4876.32
INV IN: 4870.39 6" (W)
INV OUT: 4870.39 6" (N)
INV OUT: 4870.39 6" (E)
SS CO 4
RIM: 4876.42
INV IN: 4869.96 4" (W)
INV OUT: 4869.96 4" (N)
SS RECLAIM TANK 1
RIM: 4876.37
INV IN: 4871.39 6" (S)
INV OUT: 4871.39 6" (E)
SS CO 7
RIM: 4876.19
INV IN: 4870.29 6" (S)
INV OUT: 4870.29 6" (E)
SS RT 1 SERVICE CONNECTION
RIM: 4876.34
INV IN: 4871.35 6" (S)
INV IN: 4871.35 6" (W)
INV OUT: 4871.35 6" (E)
SS CO 3
RIM: 4876.40
INV IN: 4871.32 4" (S)
INV OUT: 4871.32 4" (E)
SS CO 5
RIM: 4876.29
INV IN: 4869.73 6" (W)
INV IN: 4869.90 4" (S)
INV OUT: 4869.73 6" (E)
SSMH - S&G - 1
RIM: 4876.28
INV IN: 4869.92 6" (N)
INV OUT: 4869.92 6" (E)
SS CO 10
RIM: 4876.28
INV IN: 4870.45 6" (S)
INV OUT: 4870.45 6" (W)
SS RECLAIM TANK 3
RIM: 4876.28
INV IN: 4870.40 6" (E)
INV IN: 4870.39 4" (S)
INV OUT: 4870.39 6" (W)
SS RT 3 SERVICE CONNECTION
RIM: 4876.28
INV IN: 4870.39 6" (E)
INV IN: 4870.39 4" (S)
INV IN: 4870.39 6" (W)
SS CO 8
RIM: 4876.09
INV IN: 4868.22 6" (W)
INV OUT: 4868.22 6" (N)
SS CO 6
RIM: 4876.09
INV IN: 4870.02 6" (W)
INV OUT: 4870.02 6" (S)
SSMH - 3
RIM: 4875.69
INV IN: 4859.41 8" (S)
INV OUT: 4859.31 8" (N)
SS TEE 2
RIM: 4870.10
INV IN: 4865.10 4" (W)
22
8
L
F
O
F
8
"
S
.
S
.
@
0
.
4
0
%
38LF OF 8" S.S. @ 0.40%
227LF OF 6" S.S. @ 3.50%
34
L
F
O
F
6
"
S
.
S
.
@
3
.
9
3
%
50LF OF 6" S.S. @ 3.00%
19LF OF 6" S.S. @ 1.00%
10LF OF 6" S.S. @ 1.00%
27LF OF 6" S.S. @ 1.00%
10LF OF 6" S.S. @ 1.00%
96LF OF 6" S.S. @ 1.00%
15LF OF 6" S.S. @ 1.00%
107LF OF 6" S.S. @ 1.02%
6LF OF 6" S.S. @ 1.00%
14LF OF 6" S.S. @ 0.00%
5LF OF 6" S.S. @ 1.00%
22LF OF 4" S.S. @ 5.91%
3LF OF 6" S.S. @ 0.00%
22LF OF 4" S.S. @ 6.00%
22LF OF 6" S.S. @ 1.00%
7LF OF 4" S.S. @ 1.00%
136LF OF 4" S.S. @ 1.00%
29LF OF 4" S.S. @ 6.49%
185LF OF 4" S.S. @ 0.97%
19LF OF 6" S.S. @ 1.00%
35LF OF 6" S.S. @ 1.00%
4LF OF 6" S.S. @ 1.00%
11LF OF 6" S.S. @ 1.00%SS CO 11
RIM: 4877.16
INV IN: 4873.18 4" (E)
INV OUT: 4873.18 4" (N)
4LF OF 4" S.S. @ 1.00%
SSMH - 2
RIM: 4876.71
INV IN: 4858.71 8" (S)
INV OUT: 4858.61 8" (N)
11
3
L
F
O
F
8
"
S
.
S
.
@
0
.
4
0
%
6LF OF 8" S.S. @ 0.40%
SS PLUG 8
RIM: 4862.96
INV OUT: 4859.43 8" (N)
H
O R R O C
K
S
E
N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.0_DRAINAGE & UTILITIES.dwg - DRAINAGE & UTILITIES SEWER - 11/10/2023 02:02pm, Nick.Croft
1 5
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5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
10
/
0
6
/
2
0
2
3
2
11
/
0
6
/
2
0
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3
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10
C.5.1
MOODY RD
N
2
N
D
E
PROPOSED BUILDING
SF: ±5,440
SEWER KEYNOTES
INSTALL RECLAIM TANKS AND RECLAIM SYSTEM PER
ARCHITECTURAL PLANS
INSTALL 4" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS),
INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION
INSTALL 6" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS),
INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION
INSTALL SANITARY SEWER LIFT STATION PER MECHANICAL
SPECIFICATIONS. SEE SHEET M.1.0 & M.2.0
INSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISPWC
SD-506
INSTALL SANITARY SEWER MAIN LINE (SIZE, LENGTH, AND SLOPE
PER PLANS)
INSTALL 1500 GALLON GREASE INTERCEPTOR PER ARCHITECTURAL
PLANS
INSTALL SANITARY SEWER MANHOLE PER ISPWC SD-501A, SIZE PER
PLAN
INSTALL SANITARY SEWER RECLAIM TANK SERVICE CONNECTION
PER ARCHITECTURAL PLANS
INSTALL 8" X 6" X 8" TEE
INSTALL PRESSURE SEWER 4" CHECK VALVE
INSTALL PRESSURE SEWER 4" GATE VALVE
TIE-IN TO EXISTING CITY FORCE SEWER MAIN USING HOT TAP
INSTALL 8" SANITARY SEWER SAMPLING PORT PER CITY OF
REXBURG STANDARDS
51
52
53
54
55
56
57
58
59
60
61
62
63
65
1.SEE SHEET M.1.0 AND M.2.0 FOR LIFT STATION DETAILS
SHEET NOTE
51
5151
59
59
52
52
52
52
5252
53
53
53
53
53
53
53
53
53
53
52
53
53
53
53
53
53
52
53
56
53
55
55
55
55
55
5555
55
55
55
56
57
60
58
54 63
55
SS MUST BE BORED AT THIS SECTION.
STREET CUTS ARE NOT ALLOWED ON
2ND EAST.
58
56
WEST INVERT OF THE LIFT
STATION WILL BE CAPPED WITH
A BENTONITE PLUG
52
52
52
52
56
6261
65
53
53
11/6/23
55+00 56+00 57+00 58+00 59+0055+00 56+00 57+00 58+00 59+00
55+00
48
7
8
.
1
6
56+00
48
7
7
.
2
7
48
7
8
.
3
1
57+00
48
7
7
.
5
2
48
7
8
.
4
8
58+00
48
7
8
.
0
2
48
7
8
.
7
0
59+00
48
7
8
.
7
0
48
7
8
.
8
1
8" WATER MAIN LINE TIE IN
TO 16" WATER MAIN LINE
16" WATER MAIN PLUG FOR FUTURE
TIE IN LOCATION
55+00 56+00 57+00 58+00 59+00
55+00
48
7
8
.
1
6
56+00
48
7
7
.
2
7
48
7
8
.
3
1
57+00
48
7
7
.
5
2
48
7
8
.
4
8
58+00
48
7
8
.
0
2
48
7
8
.
7
0
59+00
48
7
8
.
7
0
48
7
8
.
8
1
ST
A
:
5
5
+
3
6
.
1
5
(
-
1
9
.
2
9
,
L
)
SS
M
H
-
1
RI
M
:
4
8
7
6
.
5
2
IN
V
I
N
:
4
8
5
7
.
3
7
-
1
2
"
(
E
)
IN
V
I
N
:
4
8
5
7
.
7
0
-
8
"
(
N
)
IN
V
I
N
:
4
8
5
7
.
7
0
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
7
.
2
7
-
1
2
"
(
W
)
360.85' of 12" S.S. @ 0.22%
ST
A
:
5
8
+
9
7
.
0
0
(
-
1
7
.
0
7
,
L
)
EX
-
S
S
M
H
-
1
RI
M
:
4
8
7
8
.
7
2
IN
V
I
N
:
4
8
5
8
.
4
9
-
8
"
(
E
)
IN
V
O
U
T
:
4
8
5
8
.
1
6
-
1
2
"
(
W
)
EX. 8" S.S.
↕ 19.25' (SS)
↕ 20.56' (SS)
STA = 58+21.37
T.O.W. = 4871.01
STA = 58+28.50
T.O.W. = 4866.47
STA = 58+34.21
T.O.W. = 4866.49
ST
A
=
5
8
+
4
1
.
4
2
T.
O
.
W
.
=
4
8
7
1
.
1
0
ST
A
=
5
9
+
0
0
.
9
9
T.
O
.
W
.
=
4
8
7
1
.
3
7
ST
A
:
5
9
+
0
1
.
2
1
16
"
C
O
N
N
E
C
T
I
O
N
T
O
E
X
.
M
A
I
N
ST
A
:
5
8
+
1
2
.
5
2
16
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
5
8
+
0
9
.
5
2
16
"
x
6
"
W
A
T
E
R
T
E
E
EX 16" WATER MAIN
16" WATER MAIN
ST
A
:
5
8
+
2
1
.
5
2
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
2
6
.
5
2
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
3
6
.
5
2
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
4
1
.
5
2
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
5
+
2
4
.
1
1
16
"
x
8
"
C
R
O
S
S
55+00 56+00 57+00 58+00 59+00
0.50%1.50%
0.50%
0.57%-0.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
6
+
0
8
.
4
8
CL
E
L
E
V
=
4
8
7
7
.
3
2
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
6
+
3
4
.
1
2
CL
E
L
E
V
=
4
8
7
7
.
1
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
8
+
5
0
.
1
2
CL
E
L
E
V
=
4
8
7
8
.
2
7
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
8
+
8
1
.
9
5
CL
E
L
E
V
=
4
8
7
8
.
4
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
9
+
0
8
.
0
0
CL
E
L
E
V
=
4
8
7
8
.
8
2
CU
R
B
P
.
C
.
L
T
.
S
T
A
=
5
8
+
3
8
.
1
2
CL
E
L
E
V
=
4
8
7
8
.
2
1
ST
A
=
5
9
+
0
8
.
0
0
IN
T
E
R
S
E
C
T
I
O
N
2
N
D
C
L
E
L
E
V
=
4
8
7
8
.
8
2
ST
A
=
5
8
+
8
1
.
9
5
CL
E
L
E
V
=
4
8
7
8
.
4
3
55+00 56+00 57+00 58+00 59+00
55+00
48
7
8
.
1
6
56+00
48
7
7
.
2
7
48
7
8
.
3
1
57+00
48
7
7
.
5
2
48
7
8
.
4
8
58+00
48
7
8
.
0
2
48
7
8
.
7
0
59+00
48
7
8
.
7
0
48
7
8
.
8
1
ST
A
:
5
5
+
3
6
.
1
5
(
-
1
9
.
2
9
,
L
)
SS
M
H
-
1
RI
M
:
4
8
7
6
.
5
2
IN
V
I
N
:
4
8
5
7
.
3
7
-
1
2
"
(
E
)
IN
V
I
N
:
4
8
5
7
.
7
0
-
8
"
(
N
)
IN
V
I
N
:
4
8
5
7
.
7
0
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
7
.
2
7
-
1
2
"
(
W
)
360.85' of 12" S.S. @ 0.22%
ST
A
:
5
8
+
9
7
.
0
0
(
-
1
7
.
0
7
,
L
)
EX
-
S
S
M
H
-
1
RI
M
:
4
8
7
8
.
7
2
IN
V
I
N
:
4
8
5
8
.
4
9
-
8
"
(
E
)
IN
V
O
U
T
:
4
8
5
8
.
1
6
-
1
2
"
(
W
)
EX. 8" S.S.
↕ 19.25' (SS)
↕ 20.56' (SS)
STA = 58+21.37
T.O.W. = 4871.01
STA = 58+28.50
T.O.W. = 4866.47
STA = 58+34.21
T.O.W. = 4866.49
ST
A
=
5
8
+
4
1
.
4
2
T.
O
.
W
.
=
4
8
7
1
.
1
0
ST
A
=
5
9
+
0
0
.
9
9
T.
O
.
W
.
=
4
8
7
1
.
3
7
ST
A
:
5
9
+
0
1
.
2
1
16
"
C
O
N
N
E
C
T
I
O
N
T
O
E
X
.
M
A
I
N
ST
A
:
5
8
+
1
2
.
5
2
16
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
5
8
+
0
9
.
5
2
16
"
x
6
"
W
A
T
E
R
T
E
E
EX 16" WATER MAIN
16" WATER MAIN
ST
A
:
5
8
+
2
1
.
5
2
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
2
6
.
5
2
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
3
6
.
5
2
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
4
1
.
5
2
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
5
+
2
4
.
1
1
16
"
x
8
"
C
R
O
S
S
S
SS
16'' W
IR
IR
IR
8'
'
W
8'
'
W
8'
'
W
16'' W 16'' W 16'' W 16'' W 16'' W
s ssssssSSSSSSSSSSS
SD8'
'
W
SD
SSMH - 1
RIM: 4876.52
INV IN: 4857.37 12" (E)
INV IN: 4857.70 8" (N)
INV IN: 4857.70 8" (S)
INV OUT: 4857.27 12" (W)55+00
56+00 57+00 58+00 59+00
12" S.S.
16'' W 16'' W 16'' W 16'' W 16'' W
s ssssssSSSSSSSSSSS
SD8'
'
W
SD
STA: 56+34.37
SDMH-A
RIM: 4877.09
INV IN: 4873.56 12" (S)
INV OUT: 4873.56 12" (E)
STA: 56+34.38
SDMH-AA
RIM: 4877.05
INV IN: 4873.56 12" (N)
INV OUT: 4973.46 12" (E)
STA: 56+34.38
SD INLET-AA
RIM: 4876.58
INV OUT: 4873.58 12" (S)
STA: 56+34.37
SD INLET-A
RIM: 4876.58
INV OUT: 4873.58 12" (N)
4LF OF 12" S.D. @ 0.50%
4LF OF 12" S.D. @ 0.00%
4LF OF 12" S.D. @ 0.50%
4LF OF 12" S.D. @ 0.00%
EX-SSMH - 1
SS PLUG - 1
RIM: 4876.73
INV OUT: 4857.82 8" (S)
12" S.S.
30LF OF 8" SS @ 0.40%
SS PLUG 7
12" S.S.
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
39+00
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
39+00
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
39+00
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
39+00
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
39+00
4840
4850
4860
4870
4880
4890
61+00
4840
4850
4860
4870
4880
4890
61+00
4840
4850
4860
4870
4880
4890
61+00
4840
4850
4860
4870
4880
4890
61+00
4840
4850
4860
4870
4880
4890
61+00
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
MOODY ROAD PROFILE
SHEET C.3.1
MOODY ROAD
NO
R
T
H
2
N
D
E
A
S
T
1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE
CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE.
2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
3. ALL ELEVATIONS ARE FG
SHEET NOTE
67
66
51
53
55
54
52
4243
41
38
6' MINIMUM
PROPOSED SURFACE
EXISTING SURFACE
WATER KEYNOTES
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE 8" X 6" TEE AND
APPURTENANCES.
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL 16" PLUG
INSTALL 8" GATE VALVE
INSTALL 16" WATER MAINLINE 45° VERTICAL BEND
INSTALL 16" X 8" CROSS
TIE INTO 16" WATER MAIN LINE
INSTALL 16" 11.25° BEND W/ THRUST BLOCK PER STD IF-403
38
39
40
41
42
43
44
45
46
47
48
49
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INFILTRATOR A - SEE DETAIL IN INFLITRATION TABLE BELOW.
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
INFILTRATOR B - SEE DETAIL IN INFLITRATION TABLE BELOW.
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
66
67
68
69
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MAINLINE
INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)
INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)
51
52
53
54
55
427 LF OF 16" D.I. WATER MAIN LINE
41
46 46
3' MINIMUM
48" IRRIGATION PIPE
39
40
47
SHEET C.5.3
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.1_P&P MOODY.dwg - PLAN AND PROFILE - MOODY - 11/10/2023 02:04pm, Nick.Croft
1 5
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3
4
0
2
(2
0
8
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5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
10
/
0
6
/
2
0
2
3
2
11
/
0
6
/
2
0
2
3
3
11
/
1
0
/
2
0
2
3
ID
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1
1
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-
2
3
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0
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2
0
2
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PL
A
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C.5.2
66
67
67
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45
44 4849
54
52
69
68
INFILTRATOR STORAGE REQUIRED (CF)STORAGE PROVIDED (CF)
A 614 674.1
B 614 674.1
INFILTRATION DATA SUMMARY
11/6/23
14
'
'
w
e e e
sd
to
b
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ss ss ss ss ss ss ss ss
w
S
ss
ss
ss
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SS
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IR IR
IR
IR
IR
16
'
'
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s
ss
ss
ss
SS
SD
IRMH - 1 IRMH - 2
STA: 5+28.93
IRR FLARED END 2
RIM: 9753.94
INV IN: 4874.30 48" (NW)IRR FLARED END 1
IRMH - 4
IRMH - 3
IRMH - 5
48" IRR
4
8
"
I
R
R
48"
I
R
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48" IRR 48" IRR
48" IR
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Station
0+00 1+00 2+00 3+00 4+00 5+00
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48
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5
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:
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8
7
3
.
9
7
-
4
8
"
(
S
W
)
98.00' of 48" RCP @ 0.20%
ST
A
:
4
+
7
6
.
0
1
(
0
.
2
4
,
R
)
IR
M
H
-
5
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M
:
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8
8
0
.
5
0
IN
V
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:
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8
6
9
.
8
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-
4
8
"
(
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)
IN
V
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T
:
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8
6
9
.
8
0
-
4
8
"
(
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)
52.97' of 48" CMP @ -8.49%
183.91' of 48" CMP @ 0.00%123.19' of 48" CMP @ 0.00%
21.42' of 48" CMP @ 0.00%
62.23' of 48" CMP @ 0.03%
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
-1+00
4840
4850
4860
4870
4880
4890
7+00
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.2_P&P 2ND E.dwg - P&P 2ND E - 11/10/2023 02:05pm, Nick.Croft
1 5
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A
#
2 3 4
21
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
10
/
0
6
/
2
0
2
3
2
11
/
0
6
/
2
0
2
3
3
11
/
1
0
/
2
0
2
3
H
O R R O C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
MO
O
D
Y
R
O
A
D
NORTH 2ND EAST
SHEET C.5.2
ID
-
8
1
1
6
-
2
3
CJ
F
NM
C
TL
M
08
/
3
0
/
2
0
2
3
PL
A
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&
P
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12
C.5.3
2ND EAST PROFILE
PROPOSED SURFACEEXISTING SURFACE
IRRIGATION KEYNOTES
INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25
WITHOUT CONCRETE APRON
INSTALL 48" CULVERT (MATERIAL PER PROFILE VIEW)
INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608. SEE
DETAIL 1 THIS SHEET. ISNTALL TRASH RACKS ON UPSTREAM
FACING FLARED ENDS.
81
82
83
81
8182
82
83
83
81 81 81
82
82 82
82
SCALE:
1
C.5.3
GALVANIZED STEEL APRON DETAIL
NTS
FLARED END TO BE INSTALLED
IN THE CURRENT DITCH. PLANS
REFLECT THE CURB AND SIDEWALK
TO BE INSTALLED IN THE FUTURE
11/6/23
to
e
SS CO 9 SS TRASH PIT
SS CO 2
SSMH - 1
SSMH - 2SS TEE 1
SS RECLAIM TANK 1
SS RT 1 SERVICE CONNECTION
SSMH - 3
SS PLUG 8
SS PLUG 7
8" S.S.
8" S.S.
6" S.S.6" S.S.
6"
S
.
S
.
6" S.S.
12
"
S
.
S
.
8" S.S.
8" S.S.SD INLET 2
SD INLET 1
12" S.D.
1
2
"
S
.
D
.
6'
11
.
6
'
10
'
43
.
3
'
32
.
5
'
29.9'
48
7
6
4
8
7
6
48
7
8
24
.
8
'
SS
SS
2'
'
W
2'
'
W
2'
'
W
2'
'
W
2'
'
W
SSSSSSSSSS
SD
S
D
6'
'
S
S
6'' SS 6'' SS 6'' SS 6'' SS 6'' SS
16
'
'
W
SS SS S 6'
'
W
0+00 1+00 2+00 3+00 4+00 4+43BP
:
0
+
0
0
.
0
0
EP
:
4
+
4
3
.
2
0
TOA 4876.66
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
16
'
'
W
S
8'' W8'' W
0+00 1+00 2+00 3+00 4+00
0+00 1+00 2+00 3+00 4+00
ST
A
:
4
+
0
7
.
9
9
(
0
.
3
7
,
R
)
SS
M
H
-
1
RI
M
:
4
8
7
6
.
5
2
IN
V
I
N
:
4
8
5
7
.
7
0
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
7
.
2
7
-
1
2
"
(
W
)
6.04' of 8" @ 0.40%
ST
A
:
4
+
0
1
.
6
6
8"
G
A
T
E
V
A
L
V
E
ST
A
:
3
+
8
6
.
3
1
8"
G
A
T
E
V
A
L
V
E
ST
A
:
0
+
3
2
.
3
0
8"
G
A
T
E
V
A
L
V
E
ST
A
:
0
+
2
4
.
7
5
8"
P
L
U
G
ST
A
:
4
+
2
7
.
7
8
8"
P
L
U
G
ST
A
:
1
+
2
3
.
6
6
2"
W
A
T
E
R
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
3
+
9
5
.
6
3
8"
x
1
6
"
C
R
O
S
S
ST
A
:
2
+
8
3
.
1
5
2"
W
A
T
E
R
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
2
+
7
7
.
2
2
4"
S
S
S
E
R
V
I
C
E
(
R
T
)
ST
A
:
0
+
2
8
.
7
2
(
-
0
.
1
1
,
L
)
SS
M
H
-
3
RI
M
:
4
8
7
5
.
6
9
IN
V
I
N
:
4
8
5
9
.
4
1
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
9
.
3
1
-
8
"
(
N
)
ST
A
:
0
+
2
2
.
6
8
(
-
0
.
1
3
,
L
)
SS
P
L
U
G
8
RI
M
:
4
8
6
2
.
9
6
IN
V
O
U
T
:
4
8
5
9
.
4
3
-
8
"
(
N
)
STA: 0+37.10
SD INLET 1
RIM: 4875.52
INV IN: 4872.60 12" (E)
INV OUT: 4872.50 12" (N)
94LF OF 12" S.D. @ 0.22%
STA: 1+30.68
SD INLET 2
RIM: 4875.73
INV IN: 4872.29 12" (S)
INV OUT: 4872.19 12" (E)
ST
A
:
1
+
7
9
.
6
1
(
-
0
.
6
3
,
L
)
SS
M
H
-
2
RI
M
:
4
8
7
6
.
7
1
IN
V
I
N
:
4
8
5
8
.
7
1
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
8
.
6
1
-
8
"
(
N
)
↕ 16.38' (SS)
↕ 18.10' (SS)
↕ 19.25' (SS)↕ 3.02' (SD)↕ 3.54' (SD)
113.26' of 8" S.S. @ 0.40%
228.38' of 8" S.S. @ 0.40%
37.64' of 8" S.S. @ 0.40%
ST
A
:
1
+
4
1
.
9
8
6"
S
S
S
E
R
V
I
C
E
(
R
T
)
ST
A
:
1
+
8
4
.
9
7
8"
x
6
"
W
A
T
E
R
T
E
E
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4840
4850
4860
4870
4880
6+00
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.4_P&P WEST PRIVATE DR.dwg - P&P WEST PRIVATE DR - 11/10/2023 02:06pm, Nick.Croft
1 5
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1
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SCALE: 1" = 20'
SHEET C.5.0
ID
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C.5.4
WEST PRIVATE DRIVE P&P
PROPOSED SURFACE
EXISTING SURFACE
WATER KEYNOTES
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO
MEET CITY OF REXBURG STANDARDS. INCLUDE 8" X 6" TEE AND
APPURTENANCES.
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER
ISPWC SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 8" GATE VALVE
INSTALL 16" X 8" CROSS
INSTALL 2" DOMESTIC WATER SERVICE PER STD IF - 401B (2022).
CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS FOR
CONTINUATION
38
39
40
41
42
43
44
SEWER KEYNOTES
INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A
INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 6" SANITARY SEWER SERVICE
INSTALL 8" X 6" SANITARY SEWER TEE
51
52
53
54
55
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER PLANS
INSTALL STORM DRAIN MANHOLE WITH REINFORCED CONCRETE COLLAR
AND SLOTTED GRATE PER STD IF - 612B (2022)
INSTALL STANDARD 2' X 3' STORM DRAIN CURB CATCH BASIN PER STD IF -
604 SHEET 1 OF 2 (2022)
66
67
68
38
3939
40
41 41
41
42 42
4243
44 44
51
51
51
52
52
52
52
53
535254
53
54
55
55
66
6768
6' MINIMUM ±45 LF OF 8" DI WATER MAIN
±375 LF OF 8" DI WATER MAIN
40
39 39 39 39 3941
52
41
11/6/23
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.5_DRAINAGE & UTILITIES DETAILS.dwg - DRAINAGE & UTILITIES DETAILS - 11/10/2023 02:07pm, Nick.Croft
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3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
10
/
0
6
/
2
0
2
3
2
11
/
0
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/
2
0
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14
C.5.5
12" MIN.
SIZE PER
TABLE
12" MIN.
ADS N-12 PERFORATED
INFILTRATION PIPE, SIZE PER TABLE(OR
EQUIVALENT)
NOTES:
1)STORMWATER DISTRIBUTION PIPES TO BE PERFORATED ADS N-12 INFILTRATION PIPE, SIZE
PER TABLE(OR EQUIVALENT)
2)ALL WASHED STONE IN INFILTRATION TRENCH TO BE GRANITE. LIMESTONE BASED GRAVEL
WILL NOT BE ACCEPTED. MATERIAL TO BE APPROVED BY GEOTECH
3)INFILTRATION TRENCH TO BE LINED IN FILTER FABRIC - TOP AND SIDES.
4)INFILTRATION STONE TO BE 3/4" TO 2" GRANITE, OR APPROVED EQUAL, FREE FROM SLATE,
SHALE, CLAY & SILT
EXISTING FREE DRAINING MATERIAL
95% COMPACTED FILL
(D)
5' (TYP)
3/4" TO 2" WASHED,
GRANITE STONE
PAVEMENT 5' MIN
(TYP)
1' MIN
(TYP)
TYPICAL SECTION A
5' (TYP)
FILTER FABRIC TO BE PLACED AROUND TOP,
AND SIDES OF INFILTRATION CHAMBER. FABRIC
TO BE AMOCO 4545 NON-WOVEN OR
EQUIVALENT LAYER OF CLEAN, WASHED SAND
TO BE INSTALLED BELOW FILTER FABRIC
1.GROUND WATER IS NOT FOUND WITHIN 10' OF THE SURFACE BASED ON THE PROJECT GEOTECHNICAL REPORT DATED
02/14/2019. IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN
OF SEEPAGE TRENCHES TO PROVIDE 3' MINIMUM CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE TRENCH.
UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR.
2.WHEN ROCK IS ENCOUNTERED, CONTRACTOR SHALL HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER
SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION TEST IS LESS THAN SPECIFIED BY THE SOILS REPORT AND
ENGINEER, CONTRACTOR SHALL BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR, OR REDESIGN OF THE SYSTEM
TO ACHIEVE REQUIRED CRITERIA. IN SUCH AREAS THE FINE AGGREGATE LAYER MAY BE REDUCED TO 1.5'
3.THE TRENCH SHALL BE EXTENDED INTO ANY POORLY GRADED GRAVEL LAYER A MINIMUM OF 1.5'. BACKFILL WITH A LOW FINE PIT
RUN MATERIAL IS ACCEPTABLE BETWEEN THE BOTTOM OF THE TRENCH AND THE FINE AGGREGATE LAYER IF AVAILABLE.
4.SAND SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 800, ASTM C33, OR ITD SPECIFICATION 703.02.
WRAP TRENCHES TOP
AND SIDES WITH AMOCO
4545 OR EQUIVALENT
END CAP
2' MIN. COVER
OVER CRUSHED GRAVEL
IN PAVED AREAS
SLOPE=0%(D )
1'2' MIN. TO THE
TOP OF PIPE
ROADWAY SURFACING
EXISTING FREE DRAINING MATERIAL
TO DISTRIBUTION HEADER
EXCAVATE TO FREE DRAINING
SAND AND GRAVEL PER PROJECT
GEOTECHNICAL REPORT.
CONSULT GEOTECHNICAL
ENGINEER (TYP) (BOTTOM OF
SAND AS SHOWN SHALL BE THE
MINIMUM EXCAVATION)TYPICAL SECTION B
ELEV:(A )
NOTE: POROSITY OF ROCK IS 30% PER CITY STANDARD
3/4" TO 2"WASHED
GRANITE STONE
2' MIN.
ELEV:(B )
ELEV:(C )
INFILTRATION TABLE
INFILTRATION
TRENCH
DRAINAGE
AREA
(FT²)
DESIGNED
STORM
(YEAR(S))
DESIGNED
STORM VOLUME
REQUIRED(FT³)
VOLUME
PROVIDED
(FT³)
(L)
LENGTH
(FEET)
(W)
WIDTH
(FEET)
(D)
DEPTH
(FEET)
ELEVATION PERFORATED
PIPE SIZEABC
-60,575 25 3,260 3,263 58'20'5'4871.33 4873.52 4868.52 36"
SCALE:
1
C.5.3
TYPICAL INFILTRATION TRENCH DETAIL
NTS
MIN. 1' OF
ASTM C33 FILTER SAND
11/6/23
14'' w 14'' w
toe
e
e
e
sd
tob
to
b
ss
ss
ss
ss
ss
ss
ss
ss
w
S ssssssss
pp
pp
pp
pp
14'' w
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
LODLODLODLOD
LOD
LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
30'
50
'
4
8
7
6
487
7
48
7
6
4876
4877
4878
4878
4
8
7
8
4879
4
8
7
6
4877
48
7
8
48
7
8
4878
4877
H:\!2023\ID-8116-23 Rexburg - Tagg-N-Go Car Wash\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.0_EROSION CONTROL.dwg - EROSION CONTROL - 11/10/2023 02:07pm, Nick.Croft
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2 3 4
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4
0
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(2
0
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)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
10
/
0
6
/
2
0
2
3
2
11
/
0
6
/
2
0
2
3
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/
1
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/
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2
3
H
O R R O C
K
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N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
R25'
1" TO 3"
COARSE AGGREGATE
FILTER FABRIC
50' MIN
PUB
L
I
C
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O
A
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HAR
D
S
U
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STABILIZED CONSTRUCTION ENTRANCE
EC-5
30
'
MI
N
12"
DIAMETER ROCK
6" MIN
18" MIN
18
"
M
I
N
48" MIN48" MIN
4" PVC PIPE
FLOW
CROSS-SECTION
WOVEN FABRIC SANDBAG FILLED WITH
COARSE SAND-MIN WEIGHT 40 LBS.
24" MIN
FRONT VIEW
4" PVC PIPE FOR DRAINAGE
SANDBAG BARRIER
SPC-2
INLET PROTECTION (PAVED AREA)
BMP 31
RETRIEVAL STRAP
OVERFLOW
(PEAK STORM)
SEDIMENT ACCUMULATION
GEOTEXTILE FABRIC
SILT FENCE
BMP 63-68
EQUAL ALTERNATE: STEEL FENCE POST
FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE
STAPLES OR WIRE RINGS TO ATTACH FABRIC
TO WIRE
2" X 2" 14 GA WIRE
FABRIC OR EQUIV.
BURY BOTTOM OF FILTER MATERIAL IN
8" X 12" TRENCH
FILTER FABRIC MATERIAL
2" X 2" 14 GA WIRE
FABRIC OR EQUIV.
PROVIDE 3/4" - 1 1/2" WASHED GRAVEL
BACKFILL IN TRENCH AND ON BOTH
SIDES OR FILTER FENCE FABRIC ON
THE SURFACE
2" X 4" WOOD POST ALT:
STEEL FENCE POSTS
8"
12
"
2'
-
6
"
2'
-
0
"
5'
-
0
"
6"
LEGEND
SILT FENCE SEE DETAIL THIS SHEETSFSF
CONSTRUCTION FENCE
INLET PROTECTION SEE DETAIL THIS SHEET
STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL
THIS SHEET
PROPERTY BOUNDARY
LIMITS OF DISTURBANCE
PORTABLE TOILET CONTAINMENT
JOBSITE DUMPSTER
CONCRETE WASHOUT AREA
DIRECTION OF EXISTING OVERLAND FLOW
LOD LOD
INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN
INLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVED
REGULARLY(FOR EXISTING AND PROPOSED INLETS)
STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 AT
ENTRANCES AS SHOWN.
CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68
PROVIDE DUST CONTROL FOR ENTIRE SITE.
CONCRETE WASHOUT AREA
APPROXIMATE QUANTITY SUMMARY
LINEAR FIBER ROLL -
SILT FENCE ±1340 LF
CONSTRUCTION FENCE -
EARTH DIKE & DRAINAGE
SWALE -
RIP RAP -
HYDROSEEDING -
STABILIZED CONSTRUCTION
ENTRANCE 2
STABILIZED STAGING AREA 1
CONCRETE WASH OUT 1
SEDIMENT BASIN -
WHEEL WASH -
INLET PROTECTION 12
CHECK DAM -
LIMITS OF DISTURBANCE ±3.47 AC
PROJECT ACRES ±1.26 AC
1
2
3
4
5
1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE
DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION.
2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM
OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES.
3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY
AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT.
4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF
PROJECT AS INDICATED ON THIS PLAN SHEET.
5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM
DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE.
6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND
CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS
ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS.
7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH
NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND
PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION
OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED
WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES
INDICATED ON THE GRADING PLAN.
8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN
STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER.
9)DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STORM DRAIN
SYSTEM AND INTO THE SNAKE RIVER LANDING COMMUNAL SYSTEM.
10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL
BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR
INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS.
11)CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRANCE FOR
VEHICLE TIRE WASH, AS NECESSARY.
EROSION CONTROL NOTES
NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION
ID
-
8
1
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2
3
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1
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1
1
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30
'
2
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5
4
44
4
4
4
3
3
3
3
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3
MOODY
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11/6/23
145"
42"
SQUARE
HATCH
78"
61"
SEE CIVIL PLANSFOR RIM ELEVATION
1500 GALLON BASIN
DA
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14
13
11 1
6
3
12
2
5
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9
7
10
9
8
DRAWING NOTES:
1. THIS PUMP VAULT PACKAGE SHALL BE ACQUIRED FROM THE SUPPLIER: ADVANCED PUMP AND EQUIPMENT.
PLEASE CONTACT TRAVIS MCCLURE AT TRAVIS@ADVPUMP.COM OR (208) 881-7060.
2. THE GENERAL CONTRACTOR SHALL REVIEW AND STAMP THE PUMP VAULT PACKAGE DRAWINGS AND PRODUCT
DATA FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO SUBMITTAL. ALL DIMENSIONS SHALL
BE VERIFIED BY GENERAL CONTRACTOR ON SITE.
3. ITEMS OMITTED OR SHOWN INCORRECTLY AND WHICH ARE NOT NOTED AS ALLOWED BY THE STAMPING
ENGINEER ARE NOT TO BE CONSIDERED CHANGES. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE
THAT ITEMS OMITTED OR SHOWN INCORRECTLY ARE CONSTRUCTED IN ACCORDANCE WITH THE ORIGINAL
DRAWINGS.
4. REVIEWING OF SHOP DRAWINGS IS INTENDED ONLY AS AN AID TO THE CONTRACTORS IN OBTAINING CORRECT
SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS AND COMPLETENESS SHALL REST WITH THE CONTRACTOR.
ITEM NO.PART NUMBER DESCRIPTION QTY.
1 AV432_165_17T HOMA PUMP 2
2 TECH-0000018802 PUMP GUIDE MOUNT 2
3 TECH-0000018723 BASE ELBOW 2
4 TECH-0000021919 UPPER GUIDE RAIL BRACKET 2
5 1.50 DIA GUIDE RAIL X 11 FT LG.4
6 4x12 DI SPOOL 4 IN DUCTILE IRON SPOOL X 12 IN LG 2
7 22-176-24-004 4in DI PIPE-FLGxPE 24" LG 1
8 22-176-120-004 4in DI PIPE-FLGxPE 120" LG 2
9 22-176-4-90FL 4 INCH ANSI ELBOW, FL x FL 4
10 22-176-4T 4 IN x 4 IN x 4 IN TEE 1
11 22-176-4-BCV 4 INCH BALL CHECK VALVE 2
12 22-176-4-GV 4 INCH GATE VALVE 2
13 22-176-4-FG 4 INCH FLANGE GASKET 18
14 22-176-4-FL-ADP 4 INCH FLANGE ADAPTER 2
DA
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DR
A
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RKS 09-27-23
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1
( )
Head
Effi ci ency
Shaft power P2
AV332-174
24%
174
174
0
10
20
30
40
50
60
70
80
[ft]
0
5
10
15
20
[%]
0
4
8
[hp]
0 50 100 150 200 250 300 350 400 [US g.p.m .]
1
DN80 PN10
[Flange 3" Ansi
125 lb/sq. in. RF]
(2x)
Pipe
1 1/2"
170
[
6 3/
4"]
87
[3 3/8"]
60
[2 1/4 ]
60
[2
1/4
]
Ø15
[5/8"]
220
[8 5/8"]
97
[3 7/8"]
170
[6 3/4"]
283
[11 1/
8"]
112
[4
3/8"]
335
[13 1/4"]
367
[14 1/2"]
270
[10 5/
8"]
210
[8 1/4"]
270
[10 5/
8"]
20
[3/4"]
(4x)
Anchor bolt
(4x)
Anchor bolt
A
742
[29 1/4"]
310
[
12
1/4"]
559
[22"]
375
[14 3/4"]
Upper slide rail bracket
min level
A 34 3/16
Operating da ta
Fl ow
Head
Pump effi ci ency
Shaft power P2
Fl ui d
Pumpe type
No. of pumps
Pump
Pump Code
Impe l l er
Impe l l er si ze
Sol i d si ze
Di scha rge port
M otor
Rated vol tage
Frequency
Rated power P2
Rated speed
Number of pol es
Effi ci ency
Rated current
Degree of protecti on
55 US g.p.m.
80 ft
Wastewater
Si ngl e pump
12.8
8.97 hp
Vortex i mpel l er
67/8"
3" ANSI
60
13.1 hp
2
34 50 rpm
92.6
32.4
IP 68
Hz
Wet wel l i nstal l ati on wi th coupl i ng ki t (ET , 165...195)
%
%
Ta ble Dime ns ions
inc h
3 i nch
M ate rials
T e c h n ic a l In fo r m a tio n
2.0.1 - 23.08.2021 (Build 147)
AV332-174/13,1ETFM
230/ 460
/ 16,2 A
V
Di mensi ons i n mm [i nch], l etters see tabl e
M oto r housi ng
Pump housi ng
Impe l l er
M oto r shaft
Bol ts
El astomeres
M oto r j acket
M echani cal seal on motor si de
M echani cal seal on medi um si de
Lower Beari ng
Upper Beari ng
Sucti on port DN100
AV332-174/13,1ET FM
Requi red pump NPSH
Cast Iron AST M A48;Cl .40B
Cast Iron ASTM A48;Cl .40B
Cast Iron ASTM A48;Cl .40B
AISI 430 F Stai nl ess Steel
AISI 304 Stai nl ess Steel
Ni tri l e Rubber
Stai nl ess steel
Si C / Si C
Si C / Si C
Doubl e row angul ar bal l beari ng
Dee p Groo ve Bal l Beari ng
P 2 <1 0 kW, HI S ta nda rd Se c t. 1 1 .6 .5 .4
P 2 >1 0 kW, HI S ta nda rd G ra de 2 BTestnorm:
Pro j e ct P ro j ect n o .:Created by :Page:
1
Date:
2023-10-09
2023-10-092
Date:Page:Created by :Pro j e ct P roj e ct n o.:
Impe lle r
Impel l er type:Ø:Ø:
8.97 hp
Head
Ef f iciency
Shaf t pow er P2
AV332-174
24%
174
174
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
[f t]
0
4
8
12
16
20
[%]
0
2
4
6
8
10
12
[hp]
0 40 80 120 160 200 240 280 320 360 400 [US g.p.m.]
1
Sol i d si ze M ax.Mi n.Sel .
Vortex i mpel l er 71/16"63/8"67/8"
Op e r ating d ata
Speed:Frequency:Duty poi nt:Di scharge po rt:
3450 rpm 55 US g.p.m .Q =H =80 ft 3" ANS I
Po we r d a ta refe rre d to :
Wate r, cl ea n [1 0 0 %] ; 6 8 °F; 6 2.3 2 2 l b /ft³; 1 .0 8 1 8 E -5 ft²/s
Ø:
P e r fo r m a n c e C u r v e
T e stn orm :
Ø:
2.0.1 - 23.08.2021 (Build 147)
AV332-174/13,1ETFM
60 Hz
3 i nch
Shaft power P2:
P 2 >1 0 kW, HI S ta nda rd G ra de 2 B
P 2 <1 0 kW, HI S ta nda rd Se c t. 1 1 .6 .5 .4
( )
A 343/16
We t we l l i nsta l l a ti o n wi th cou p l i n g ki t (E T , 1 6 5 ...1 9 5 )
DN80 PN10
[Flange 3" Ansi
125 lb/sq. in. RF]
(2x)
Pipe
1 1/2"
170
[6 3/4"]
87
[3 3/8"]
60
[2 1/4 ]
60
[2 1/4 ]
Ø15
[5/8"]
220
[8 5/8"]
97
[3 7/8"]
170
[6 3/4"]
283
[11 1/8"]
112
[4 3/8"]
335
[13 1/4"]
367
[14 1/2"]
270
[10 5/8"]
210
[8 1/4"]
270
[10 5/8"]
20
[3/4"]
(4x)
Anchor bolt
(4x)
Anchor bolt
A
742
[29 1/4"]
310
[12 1/4"]
559
[22"]
375
[14 3/4"]
Upper slide rail bracket
min level
inch
2.0.1 - 23.08.2021 (Build 147)
Table Dime n sion s
Di m e n si o n s i n m m [i n ch ], l ett e rs se e ta b l e
D im e n s io n s
AV332-174/13,1ETFM
Created by :P roj e ct n o.:Pro j e ct Page:Date:
2023-10-093
NEMA code
105.3
32.4
230 / 4 60
AV33 2-17 4/13 ,1ETFM
Fl ui d T em perature
Densi ty Ki n. vi scosi ty
Fl ow
62.31 1.077E-5
°F
l b/ft³ft²/s
Op e r ating data
US g.p.m .
ft
ft
68
Impe l l er type
Pump Code
Impe l l er Ø
Max.
Mi n.
Speed
Fl ow
Head
Sucti on port
Pump
Di scha rge port
rpm
i n ch
US g.p.m.
ft
ft
%
M ate r ials
M oto r housi ng
Pump housi ng
Impel l er
M oto r shaft
Bol ts
El astomeres
Motor j acket
T e c h n ic a l D a ta
Sol i d si ze i n ch
Max.
hp
Pum p effi ci ency max.
Requi red rated power max. P2
M o to r
M oto r desi gn
M oto r name
Frequency
Rated power P2
Rated speed
Rated vol tage
Degree of protecti on
T em perature cl ass
Insul ati on cl ass
cos phi
Hz
hp
rpm
V
A
A
A
%
Expl osi on protecti on
Effi ci ency
at % rated powe r
100%
75%
50%
50%
100%
75%
%
%
Starti n g curre nt, di re ct starti n g
Rated current
Starti n g curre nt, star-del ta
Servi ce factor
Wei g ht aggre gat
Power cabl e
T ype of power cabl e
Control cabl e
T ype of control cabl e
Cabl e l ength
Mechani cal seal on motor si de
Mechani cal seal on medi um si de
Lower Beari ng
Upper Beari ng
Si C / Si C
Si C / Si C
Doubl e row angul ar bal l beari ng
Deep Groove Bal l Beari ng
Remarks
DN100
3" ANSI
Vortex i mpel l er
3
6.85
3~
13.1
60
3450
315.9
1.15
3450
90.3
21.6
413.9
24
13.0
H
IP 68
T 3C
92.6
92.3
91.0
0.82
0.74
0.60
0Static he a dShaft pow e r P2
He a d
at % rated powe r
Shaft seal
Beari n g
Subme rsi bl e motor
AM210 .14,2ET /2/3
L
Di rectl y
C las s I, D iv . 1, Grp. C &D
%12.8
2.0.1 - 23.08.2021 (Build 147)
/ 16,2
/ 1 58,0
AV332-174/13,1ETFM
Starti n g m ode
P um p e ffi cie n cy
hp
We ight/
4G4
H0 7 RN8 -F P L US
5G1,5
H0 7 RN8 -F P L US
339.51 l b
9.0
Si ngl e pumpPumpe type No. of pumps 1
AV332-174/13,1ET FM
Re qui re d pu m p NP S H ft
Wastewater
AISI 430 F Stai nl ess Steel
Cast Iron AST M A48;Cl .40B
Cast Iron AST M A48;Cl .40B
Cast Iron AST M A48;Cl .40B AISI 304 Stai nl ess Steel
Ni tri l e Rubber
Stai nl ess steel
-------------------------------------
32.8 ft
55 US g.p.m .80 ft
Pro j e ct P roj e ct n o.:Created by :Page:
4 2023-10-09
Date: