HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (1) 5.04.22 - 22-00037 - Rexburg View & Nitro Car Wash - 1371 N 2nd E - Plat-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : Rexburg View w/Nitro Car Wash - 1371 N 2nd E - Plat
Address : 1371 N 2nd E
Application Type :
Document Filename : INFRASTRUCTURE PLAN Rev. (1) 5.04.22 - 22-00037 - Rexburg View & Nitro Car Wash - 1371 N 2nd E - Plat.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C.3.1 Free text Stan Crittenden : Fire Open 7 IFC 507.5.1 requires that a fire hydrant be located with-in 400
ft. of the building.
C.3.1 Free text Alan Parkinson : P&Z Open 7 Please include provisions to meet Development Code
requirement 6.00.040 Central Features and Community
Spaces.
C.3.1 Callout Joel Gray : PW Open 7 Sidewalk at parcel line.
C.3.1 Callout Joel Gray : PW Open 7 Must be constructed for right turns only.
C.3.2 Callout Joel Gray : PW Open 8 6"
C.3.2 Callout Joel Gray : PW Open 8 4"
C.4.0 Callout Joel Gray : PW Open 9 Will runoff go to neighboring parcel?
C.5.0 Callout Joel Gray : PW Open 10 Is there a lift station? Need details for this section of line.
C.5.0 Callout Joel Gray : PW Open 10 Sampling port required.
C.7.0 Free text Joel Gray : PW Open 12 Water valve required on stub out from road and end of line.
# 22-00037
Plat
Report Date: 05.17.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C.7.0 Callout Joel Gray : PW Open 12 Why water valve here?
C.7.1 PLAN &
PROFILE - NORTH
2ND EAST
Callout Joel Gray : PW Open 13 Line must be bored under 2nd East.No street cuts allowed
C.7.3 PLAN &
PROFILE -
PRIVATE DRIVE
SOUTH
Callout Joel Gray : PW Open 15 Where is this water line on plan view?
Report Date: 05.17.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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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
H
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FOR
REXBURG NORTH NITRO 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.1.3 FINAL PLAT
5 C.2.0 EXISTING CONDITIONS & DEMO
6 C.3.0 OVERALL SITE PLAN & KEY MAP
7 C.3.1 OVERALL SITE PLAN
8 C.3.2 SITE PLAN DETAILS
9 C.4.0 OVERALL GRADING PLAN
10 C.5.0 OVERALL UTILITY PLAN
11 C.6.0 OVERALL DRAINAGE PLAN
12 C.7.0 PLAN & PROFILE - MOODY STREET
13 C.7.1 PLAN & PROFILE - NORTH 2ND EAST
14 C.7.2 PLAN & PROFILE - PRIVATE DRIVE WEST
15 C.8.0 EROSION CONTROL
2194 SNAKE RIVER PKWY, SUITE 205
IDAHO FALLS, ID 83402
(208) 522-1223
CONTACT: CADEN FUHRIMAN, PE
UTILITIES:
POWER- ROCKY MOUNTAIN POWER
GAS- INTERMOUNTAIN GAS
SEWER- CITY OF REXBURG
WATER- CITY OF REXBURG
OWNER:
TETON MANAGEMENT GROUP
PO BOX 217
TETONIA, IDAHO 83452
(208) 670-0344
CONTACT: ZACHARY HARMON
REVISIONS
REV No.SHEET No.DATE OF REV DESCRIPTION
#
MOODY STREET
MOODY STREET
N
2
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US-2
0
US-2
0
PER CITY OF IDAHO FALLS 2004 COORDINATE SYSTEM WHICH
COINCIDES WITH IDAHO E-ZONE STATE PLANE NAD 83 CENTRAL
MERIDIAN
- VERTICAL CONTROL DATUM BASED ON NAVD88
CP#1
ELEV: 4878.11'
N: 797,717.15''
E: 758,315.12'
FOUND: 5
8" IRNOCAP
CP#2
ELEV: 4878.13'
N: 797,665.29''
E: 758669.97''
FOUND: 5
8" IRLS14222
CP#3
ELEV: 4877.66'
N: 797469.39'
E: 758679.33''
FOUND: 5
8" IRLS14222
CP#
BASIS OF BEARING
CONTROL POINTS
05/04/22
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C.1.1
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,CITY OF IDAHO FALLS
ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2021). CITY OF IDAHO FALLS PUBLIC WORKS
DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2021), AND IDAHO STANDARDS FOR PUBLIC
WORKS CONSTRUCTION(ISPWC, 2020).
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 (2016)
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
05/04/22
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DR
A
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2
0
5
Id
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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
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 W
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 ELEVATION
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
CL CENTERLINE
CB CATCH BASIN
CLR CLEAR
CO CLEANOUT
CONC CONCRETE
Cu COPPER
C.Y.CYCUBIC YARD
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWG DRAWING
E EAST OR EASTING
EA EACH
EL 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
FF FINISHED FLOOR ELEVATION
FE FLANGE END
FG FINISHED GRADE ELEVATION
FL FLOW LINE
FJ FLANGE JOINT
FM FORCE MAIN
FPS FEET PER SECOND
FT FOOT OR FEET
FUT FUTURE
G GAS LINE
GB GRADE BREAK
GFF GARAGE FINISHED FLOOR ELEVATION
GV GATE VALVE
HGL HYDRAULIC GRADE LINE
HRZ HORIZONTAL
HP HIGH POINT
HWM HIGH WATER MARK
ID INSIDE DIAMETER
IN INCH(ES)
IRR IRRIGATION (PRESSURIZED)/ NON-POTABLE
K VERTICAL CURVE COEFFICIENT
L LENGTH
LF LINEAR FEET
L/S LANDSCAPE
LP LOW POINT
LT LEFT
MAX MAXIMUM
MFR MANUFACTURER
MGD MILLION GALLONS PER DAY
MID MIDDLE
MH MANHOLE
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
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
Q RATE OF FLOW
R RADIUS
R/W RIGHT OF WAY
REV REVISION
RT RIGHT
S SLOPE
S/W SIDEWALK
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SEC SECTION
SPEC SPECIFICATIONS
SSMH SANITARY SEWER MANHOLE
SS SANITARY SEWER
S/L STREETLIGHT
STA STATION
STD STANDARD
SVE SIGHT VISIBILITY EASEMENT
TBM TEMPORARY BENCH MARK
TC TOP OF CONCRETE
TBC TOP BACK OF CURB
TEMP TEMPORARY
TA TOP OF ASPHALT
TF TOP OF FOOTING
TG TOP OF GRATE
TRW TOP OF RETAINING WALL
TW TOP OF WALL
TYP TYPICAL
UTC UNTREATED BASE COURSE
V VELOCITY
VC VERTICAL CURVE
VRT VERTICAL
WTR WATER
W/WITH
MATCHLINE STA. XX+XX.XX
SEE SHEET PP-XX
UNKNOWN
18'' W 18'' W
24'' W 24'' W
30'' W 30'' W
36'' W 36'' W
EXISTING PROPOSED
ELECTRICAL MANHOLE
#
PROPOSED BUILDING FINISHED FLOOR ELEVATION
PARKING STALL COUNT
PROPOSED TBC SPOT ELEVATION (@ PC'S, PT'S & PL
PROPOSED EOP SPOT ELEVATION (@ EDGE OF
75.19
75.19
FFE: XXXX.XX
ABBREVIATIONSSTANDARD SYMBOLSHATCH PATTERNS
SURFACE FEATURES
BUILDING / PAD
CONCRETE SIDEWALK / FLATWORK
POOL DECK
XERISCAPE
HEAVY DUTY PAVEMENT SECTION
LIGHT DUTY PAVEMENT SECTION
RIPRAP
CALLOUTS
CONSTRUCTION KEYNOTE TAGS
DETAIL REFERENCE
1-1/2'' W 1-1/2'' W
SCALE:
X
-
DETAIL NAME
NTS
ADA ACCESS RAMP TRUNCATED DOMES
GRAVEL
LANDSCAPE AREAS / GRASS
35
D00 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
66
36
81
51
91
94
97
A
01
G1 G9
D99
50
65
80
90
93
96
99
Z
00 00OR POWER
FO
TV
T
E
JB
IR
PP
S
SD
W
E
T
FO
IR
W
G
G
TV
T
CO
SD
TP
BH
fo
tv
t
jb
ir
pp
s
w
e
t
fo
ir
w
g
g
tv
tb
co
e
sd
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 LARGE
FLARED END SMALL
SIGN
BOLLARD
BORE HOLE
TEST PIT
SD
TP
BH
DECORATIVE BRICK / SIDEWALK /
FLATWORK / LANDSCAPE AREAS
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
SERVICE LATERAL
SERVICE 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
LD LDLAND 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
10' PUBLIC UTILITY & DRAINAGE EASEMENT (P.U.E.)
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
PWR PWR
SIG SIG
TRAFFIC SIGNAL - FUTURE CONDUIT
TRAFFIC SIGNAL - LIGHTING CONDUIT
TRAFFIC SIGNAL - PEDESTRIAN CONDUIT
TRAFFIC SIGNAL - POWER SOURCE CONDUIT
TRAFFIC SIGNAL - SIGNAL CONDUIT
4000
4002
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
NOTE:
NOT ALL HATCHES, LINETYPES,
AND SYMBOLS SHOWN ON THIS
SHEET ARE INCLUDED IN THIS
PLAN SET.
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
M
JB
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05
/
0
3
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2
0
2
2
LE
G
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D
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B
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3
C.1.2
05/04/22
PRE
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FOR
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PR
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FO
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25
.
0
0
'
N0°11'17"E 366.00'
S8
9
°
3
8
'
4
7
"
W
4
0
0
.
0
0
'
S0°11'17"W 366.00'
S8
9
°
3
8
'
4
7
"
W
4
0
0
.
0
0
'
35
.
0
0
'
2
1.391 AC
A=39.50
R=25.00
D=90°31'30"
C=35.52
CB=N45° 04' 58"W
S8
9
°
3
8
'
4
6
"
W
31
2
.
2
6
'
N8
9
°
5
0
'
5
6
"
W
33
7
.
4
8
'
180.98'
33
7
.
5
0
'
37
5
.
0
0
'
39.50'
S0°11'17"W
123.25'
S0°11'17"W
178.01'L5
L6
L4L3
L2
L1
145.51'
1
1.136 AC
4
0.539 AC
25
.
0
0
'
Line Table
Line #
L1
L2
L3
L4
L5
L6
Length
20.00'
29.00'
10.00'
312.00'
15.90'
11.60'
Direction
N89°38'47"E
N0°11'17"E
S89°38'47"W
N0°11'16"E
N89°38'47"E
N89°38'47"E
1 5
RE
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#
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2 3 4
21
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4
0
2
(2
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8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
PLAT SHOWN HEREON
FOR HORIZONTAL
CONTROL REFERENCE
PURPOSES
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
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4
C.1.3
REXBURG VIEW SUBDIVISION
AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO
PART OF THE NE 1/4 OF THE NE 1/4 OF SECTION 18, T. 6 N., R. 39 E., B.M.
-2022-
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 40'80'
SCALE: 1" = 40'
SUBDIVISION BOUNDARY LINE
LOT LINE
PUBLIC UTILITIES EASEMENT LINE (P.U.E.)
FOUND P.L.S.S. CORNER AS NOTED
SECTION LINE
POINT OF BEGINNINGP.O.B.
SET 1/2" REBAR W/ PLASTIC CAP - P. L.S. 12222
PUBLIC UTILITIES EASEMENTP.U.E.
CENTRAL MERIDIAN OF THE EAST ZONE OF THE
IDAHO STATE PLANE COORDINATE SYSTEM
FOUND 5/8" REBAR WITH PLASTIC CAP - P.L.S. 14222
1.LOT 4, BLOCK 1 IS CONVEYED TO THE CITY OF REXBURG PURSUANT TO OWNERS
DEDICATION ON SHEET 2 OF THIS PLAT
2.TOTAL RIGHT-OF-WAY DEDICATED TO THE CITY OF REXBURG IS 0.422 ACRES
2194 Snake River Parkway
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223
SHEET 1 of 2
2ND EAST
(MONUMENTED BASIS OF BEARINGS)
UNPLATTED
N00°11'17"E 2630.97'
MO
O
D
Y
R
O
A
D
E 1
4 COR SEC. 18
NAIL & WASHER
CP&F INST#
N 1/4 COR
FOUND CITY BRASS CAP
CP&F NO.
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE 3.066 ACRES INTO
LOTS AND STREETS AS SHOWN HEREON. THE NORTH LINE OF THE
SUBDIVISION BOUNDARY WAS DETERMINED BY THE RIGHT-OF-WAY
LINE OF W 200 S AS SHOWN HEREON. THE EAST LINE OF THE
SUBDIVISION BOUNDARY WAS DETERMINED BY THE EAST LINE OF
SECTION 18 AS SHOWN HEREON. THE SOUTH LINE OF THE
SUBDIVISION BOUNDARY WAS DETERMINED BY THE SOUTH LINE OF
THE NORTH HALF OF THE NORTHEAST QUARTER AS SHOWN HEREON.
THE WEST LINE OF THE PROPERTY WAS DETERMINED BY THE
DEVELOPMENT.
FOUND P.L.S.S. CORNER AS NOTED
NE CORNER SEC. 18
FOUND ALUMINUM CAP
CP&F INST#
BLOCK 1
P.O.B.
UN
P
L
A
T
T
E
D
UN
P
L
A
T
T
E
D
1976.97'
22
6
8
.
5
9
'
NO CAP
NO CAP
SET 5/8" REBAR W/ PLASTIC CAP - P. L.S. 12222
PUBLIC UTILITIES EASEMENT LINE (P.U.E.) (OR AS
NOTED OTHERWISE)
15' P.U.E.
10
'
P
.
U
.
E
.
30' C.A.E &
P.U.E.
CROSS ACCESS EASEMENTC.A.E.
30
'
C
.
A
.
E
&
P.
U
.
E
.
40
.
7
9
'
90.5'
I, SHANE C. REMER, A LICENSED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF IDAHO DO HEREBY CERTIFY
THAT THE SURVEY OF THIS SUBDIVISION, DESIGNATED AS
REXBURG VIEW SUBDIVISION, WAS MADE UNDER MY
DIRECTION, AND THAT SAID SUBDIVISION IS TRULY AND,
CORRECTLY SURVEYED AND STAKED AS PROVIDED BY LAW
AND IN ACCORDANCE WITH THE ACCOMPANYING PLAT AS
DESCRIBED HEREON.
P.L.S.12222 _______________________________
12222
R E G I S T ER
E
D
S
T
A
TE O F I D A H O
P
ROF E S S I O N A L L A ND S
U
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S
HANE C . R E M E R
PRE
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05/04/22
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fl
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fl
fl
fl
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fl
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fl
toe toe toe toe toe toe toe toe
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
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pp
sd
sd
pp
to
b
t
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tob tob tob tob tob tob tob tob tob
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b
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to
b
to
b
to
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to
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14'' w 14'' w 14'' w 14'' w
s
4876
4878
4878
4877
4
8
7
5
48
7
7
48
7
8
4
8
7
6
48
7
6
48
7
7
48
7
7
N0
°
1
1
'
1
7
"
E
1
2
3
.
2
5
'
N89°38'47"E 11.60'
48
7
6
4
8
7
6
48
7
6
4
8
7
8
4878
4
8
7
8
48
7
7
48
7
5
4
8
7
6
4
8
7
6
48
7
5
4
8
7
6
48
7
7
487
7
S89°38'46"W 312.26'
N0
°
1
1
'
1
7
"
E
1
4
5
.
5
1
'
N0
°
1
1
'
1
7
"
E
1
8
0
.
9
8
'
S89°38'47"W 178.29'
N89°38'47"E 221.71'
S89°49'49"E 176.58'S89°50'56"E 176.49'
N0
°
1
1
'
1
7
"
E
3
6
6
.
0
0
'
S89°38'47"W 400.00'
1 5
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0
5
Id
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a
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,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O C
K
S
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N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS &
ELEVATIONS PRIOR TO ORDERING MATERIALS FOR
CONSTRUCTION.
2.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 APPROACH
POWER POLE (REMOVE AND REPLACE BY ROCKY MOUNTAIN
POWER)
CANAL (TO BE PIPED AND BURIED BY OTHERS)
ASPHALT (REMOVE AND REPLACE, BY OTHERS)
OVERHEAD POWER (REMOVE AND REPLACE BY OTHERS)
EXISTING CURB & GUTTER
D01
D02
D03
D04
D05
D06
CENTRAL MERIDIAN OF THE EAST ZONE OF
THE IDAHO STATE PLANE COORDINATE
PROTECT IN PLACE NOTES:
EXISTING ELECTRICAL BOX
EXISTING CURB AND GUTTER
EXISTING INLET
EXISTING STORM DRAIN PIPE
EXISTING STORM DRAIN MANHOLE
EXISTING 48" CULVERT
EXISTING OVERHEAD POWER TO BE MOVED BY ROCKY
MOUNTAIN POWER
P01
P02
P03
P04
P05
P06
P07
- VERTICAL CONTROL DATUM BASED ON NAVD88
CP#1
ELEV: 4878.11'
N: 797,717.15''
E: 758,315.12'
FOUND: 5
8" IRNOCAP
CP#2
ELEV: 4878.13'
N: 797,665.29''
E: 758669.97''
FOUND: 5
8" IRLS14222
CP#3
ELEV: 4877.66'
N: 797469.39'
E: 758679.33''
FOUND: 5
8" IRLS14222
CP#
SHEET NOTE
BASIS OF BEARING
CONTROL POINTS
SURVEY NOTE
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
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05
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0
2
2
EX
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C
O
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D
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S
&
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M
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B
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O
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A
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A
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B
U
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,
I
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A
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O
5
C.2.0
CP#1
CP#2
CP#3
D02
D02
D05
P07 D05
P03
P03
P04 P05
P04
P05
P06
P01
P01
D05
D04
D01
APPROACH TO BE REMOVED (D01)
BURIED CULVERT TO BE PROTECTED (P06)
D03
D03
D03
D03D03
P02
P02
D01
P01
D03
D03
4
0.422AC
1
1.189 AC
2
0.734 AC
3
0.721 AC
MOODY STREET
NO
R
T
H
2
N
D
E
A
S
T
D04
D06
±10,311SF OF EXISTING ASPHALT
±421 SF OF EXISTING APPROACH AND ASPHALT
±20 LF OF CURB AND GUTTER
±140 SF OF EXISTING ASPHALT
±70 LF OF CURB AND GUTTER
05/04/22
PRE
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fl
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fl
fl
fl
fl
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toetoetoetoetoetoetoetoetoe
toe
toetoetoe
eee
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sd
sd
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to
b
14'' w
s
IR
R
IR
R
IR
R
IR
R
IR
R
IR
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fl
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fl
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fl
fl
fl
fl
fl
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
eee
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sd
sd
tob
to
b
14'' w
s
fl
fl
fl
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fl
fl
fl
fl
fl
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
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sd
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tob
to
b
14'' w
s
1 5
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8
3
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0
2
(2
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8
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5
2
2
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1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
ID
-
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C.3.0
MOODY STREET
SHEET C.7.0
NO
R
T
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2
N
D
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A
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SH
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C
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7
.
1
PR
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SH
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7
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2
SHEET C.3.0, C.4.0, C.5.0, C.6.0
PROPOSED BUILDILNG
±4,614
05/04/22
PRE
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toetoetoetoetoetoetoetoetoe
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to
b
14'' w 14'' w
s
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
fl
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14'' w 14'' w
s
7'
7'14'
5.5'15
'
7'
R3
.
5
'
R3.5'
9'
TYP
12.5'
TYP
9'
TYP
12.5'
TYP
20
'
TY
P
131.5'
9'
15
'
5.5'
3.5'
1.5'
23'
29
'
3.5'
30
.
3
'
11.5'
R4'
24
'
11.5'
1.1'
68'
13
.
3
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12.1'
R
4
'
5'
6.
7
'
24'
55
.
7
'
5'
R
3
.
5
'
1.
5
'
233.9'
R3
0
.
5
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2.8'
R2
9
.
5
'
20'
R2
9
.
5
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2.8'
R3
0
.
5
'
30.7'
R
5
.
5
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R20
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R1
9
.
5
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24.2'
14
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R14
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11.9'
17.1'
5'
5.
4
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9.
1
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R
4
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5
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42'
46.5'
22
.
6
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5'
5'
16
.
4
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9'
11
.
9
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14
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R11
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5
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2.9'
R
4
.
5
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11.7'
R3
0
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2.8'
R2
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5
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7.1'
4.
5
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7.9'13
.
5
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4.
1
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5'
R2
9
.
5
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2.8'
R3
0
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5
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233.9'
R3.5
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1'
R
3
.
5
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235.2'
R5.
5
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6'
18'
4'
R
1
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21
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9
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21
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4
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20
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1
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24
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7'
17
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5
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9.5'
2.
5
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14
.
5
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47.5'
14
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5
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7'
11'
R
1
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5
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11
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7
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9.4'
13
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3.9
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5'
10
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52.5'
1.5'
18
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TY
P
8'
0.9'9.
7
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17.7'
24'
23.5'
297.9'
5'
22
8
.
1
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5'
5'
56
'
16
.
5
'
14
'
15
.
2
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3'
3.
1
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7.5'
7'
6.3'
10.5'
6.
5
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4
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302.8'26
.
8
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6.
5
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4.
6
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26
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3
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29.1'
70
.
1
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2.5'
R14
.
5
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1
4
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5
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6.8'
30
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3.5'
TYP
5.5'
5.5'
3.5'
TYP
7'
8'
7'
7'
6'
2'
22
.
6
'
55.5'
7'
11
.
9
'
6.4'
42
'
43
.
2
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6.7'
29.1'
R4.5'
23.5'6'
13
.
2
'
2.5'
5'
10'
R2
.
5
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R4'
R4'
8'
R4.5
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1'
R
1
1
.
5
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3' TYP
4.
5
'
T
Y
P
60
'
26
.
3
'
NOTE:
THIS LOT WILL BE
DESIGNED AS PART OF A
SEPARATE SITE PLAN
SUBMITTAL
1 5
RE
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2
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T
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2 3 4
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5
Id
a
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F
a
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s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
M
JB
F
05
/
0
3
/
2
0
2
2
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A
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6
C.3.1
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.3.2)
INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.2)
ADA SIGN PER DETAIL 4 SHEET C.3.2
INSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 3 SHEET C.3.2
TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED
INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,
714A, 714B UNLESS OTHERWISE NOTED
INSTALL BOLLARD PER DETAIL 5 SHEET C.3.2
INSTALL 6" THICKEND EDGE SIDEWALK PER DETAIL 6 SHEET C.3.2
INSTALL HEATED CONCRETE PER MANUFACTURES SPECIFICATIONS
INSTALL TRASH ENCLOSURE PAD ENCLOSURE PER CITY OF REXBURG SD-11
INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD
INSTALL LANDSCAPE PER LANDSCAPE PLAN
STRIPING PER MUTCD STANDARDS
INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION PER TABLE
SHEET C.3.2
INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER
DETAIL 5 SHEET C.3.2
PYLON SIGN APPROXIMATE LOCATION
INSTALL LIGHT POLE (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS
FOR DETAILS) LIGHT POLES SHOWN IN APPROXIMATE LOCATIONS
INSTALL STOP SIGN PER MUTCD STANDARDS
INSTALL VACUUM AND CANOPY SYSTEM PER ARCHITECTS EQUIPMENTS
PLAN
ELECTRICAL TRANSFORMER PAD (SEE ELECTRICAL PLANS)
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3
CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3 TO 1.5' FLAT PAN
CURB
INSTALL SHELTER SEE ARCHITECTURAL PLANS FOR DETAILS
SNOW STORAGE ARE ( SEE LANDSCAPE TABLE FOR AREA)
INSTALL CONCRETE CURB CUT DIMENSION PER PLAN
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
MOODY ST
NO
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2
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A
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01
01
02
02
03
04
04
04
04
04
05
05
05
06
06
06
06
0808
09
10
11
11
12
12
12
12
12
12
12
12
12
12
12
12
12 1313
13
14
14
14
18
20
19
20
21
21
PROPOSED BUILDING
± 4,593 SF
C.
3
.
2
2
C.3.2
1
18
17
17
17
24
24
24
11
11
25
25
25
21
05
VAN ACCESSIBLE
ONLY LANDSCAPE AND
SIDEWALK OF ROW
104
3
22
19
05/04/22
PRE
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FOR
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PR
E
L
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A
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N
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F
O
R
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N
S
T
R
U
C
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I
O
N
FO
R
R
E
V
I
E
W
O
N
L
Y
Please include provisions to meet Development
Code requirement SKMMKMQM Central Features
and Community SpacesK
Sidewalk at parcel lineK
Must be constructed for
right turns onlyK
IFC RMTKRKN requires that a fire hydrant be
located withJin QMM ftK of the buildingK
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
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S
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T
ww
w
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h
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o
c
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s
.
c
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m
PAGE
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E
D
D
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A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
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
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
M
JB
F
05
/
0
3
/
2
0
2
2
SI
T
E
P
L
A
N
D
E
T
A
I
L
S
RE
X
B
U
R
G
N
O
R
T
H
N
I
T
R
O
C
A
R
W
A
S
H
RE
X
B
U
R
G
,
I
D
A
H
O
7
C.3.2
FLEXIBLE PAVEMENT SECTION SUMMARY
CLASSIFICATION LIGHT DUTY HEAVY DUTY
ASPHALTIC CONCRETE 2.5"3.0"
CRUSHED AGGREGATE BASE 4.0"6.0"
STRUCTURAL SUBBASE 10.0"14.0"
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: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.
HD 25'
50' BACK TO BACK
P/L
25'
2%
LANDSCAPE
2%
6.5'
LANDSCAPE
5'
79' ROW
6.5'5'.5'.5'
SCALE: NTS
MOODY STREET TYPICAL SECTION1
C.3.2
48'
96' BACK TO BACK
P/L
48'
2%
LANDSCAPE
2%
6.5'
LANDSCAPE
5'
125' ROW
6.5'5'.5'.5'
SCALE: NTS
NORTH 2ND EAST TYPICAL SECTION2
C.3.2
2.5'2.5'
2.5'2.5'
P/L
P/L
LANDSCAPING TABLE
*OVERALL SITE LANDSCAPING
SITE AREA = 51,793 SF
TOTAL 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 SF
SITE INTERIOR LANDSCAPING FOR PARKING REQ. = 1,284 SF
TOTAL SNOW REMOVAL AREA= 25,149.68 SF (48.55 % OF SITE)
TOTAL SNOW STORAGE = 2,793.79 SF (11.1% OF PLOW-ABLE
HARDSCAPE)
PARKING ANALYSIS
REQUIREMENTS REQUIRED PROVIDED
PARKING STALLS 13 18
ADA STALLS 1
TOTAL 13 19
BUILDING ANALYSIS
BUILDING MAIN FLOOR
BUILDING AREA
(TOTAL = 55,980 SF)±4,593 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.
STALL COUNT#
LD
SNOW STORAGE AREA
WIDTH VARIES
6"
VA
R
I
E
S
-
6
"
M
A
X
1'
-
6
"
6"
R = 1'
SE
E
G
R
A
D
I
N
G
P
L
A
N
SCALE:
6
C.3.2
6" THICKENED EDGE SIDEWALK
NTS
VA
R
I
E
S
3'
M
I
N
"
1
3
/
8
"
3"
M
I
N
.
9"9"
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:
3
C.3.2
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.3.2
TYPICAL HANDICAP SIGN DETAIL
NTSSCALE:
5
C.3.2
PIPE BOLLARD DETAIL
NTS
PER CITY OF REXBURG REQUIREMENTS FOR PARKING FOR
COMMERCIAL USE (CAR WASH) 3 STALLS PER 1,000 SF
6" VERTICAL
CURB & GUTTER
PER ISPWC6" - 3/4" CRUSHED GRAVEL
3" ASPHALT PLANT MIX
CHIP AND SEAL COAT
(FULL WIDTH)
COMPACT UPPER 6" OF
SUBGRADE TO 95% DRY DENSITY
6" VERTICAL
CURB & GUTTER
PER ISPWC 20" PIT RUN GRAVEL
6" VERTICAL
CURB & GUTTER
PER ISPWC3" - 3/4" CRUSHED GRAVEL
6" ASPHALT PLANT MIX
CHIP AND SEAL COAT
(FULL WIDTH)
COMPACT UPPER 6" OF
SUBGRADE TO 95% DRY DENSITY
6" VERTICAL
CURB & GUTTER
PER ISPWC 20" PIT RUN GRAVEL
ASPHALT
CRUSHED
AGGREGATE BASE
COMPACTED
SUBBASE
NATURAL GROUND
2 - #4 REBAR
EVENLY SPACED
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
ONLY LANDSCAPE AND
SIDEWALK OF ROW
FABRIC WRAP OUTER EDGES
FABRIC WRAP OUTER EDGES FABRIC WRAP OUTER EDGES
FABRIC WRAP OUTER EDGES
05/04/22
PRE
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
FOR
R
E
V
I
E
W
O
N
L
Y
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
FO
R
R
E
V
I
E
W
O
N
L
Y
S"
Q"
fl
fl
fl
fl
fl
fl
fl
fl
fl
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
eee
eee
pp
sd
sd
pp
tob
to
b
14'' w 14'' w 14'' w 14'' w
s
fl
fl
fl
fl
fl
fl
fl
fl
fl
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
eee
eee
pp
sd
sd
pp
tob
to
b
14'' w 14'' w 14'' w 14'' w
s
4876
4878
4878
4877
4
8
7
5
48
7
7
4
8
7
5
4
8
7
6
TBC: 4878.20
TBC: 4878.00
FG: 4877.13
FG: 4877.56
FG: 4877.74
FG: 4876.99
TBC: 4879.25
TBC: 4879.29
TBC: 4878.96
TBC: 4878.96
DTBC: 4878.50
DTBC: 4878.47
TBC: 4878.88
TBC: 4878.81
TBC: 4878.93
TBC: 4878.44
TBC: 4878.56
TBC: 4878.38
TBC: 4878.46
TBC: 4878.10
TBC: 4878.05
TBC: 4878.14
TBC: 4878.36
TBC: 4878.99
TBC: 4878.89
TBC: 4878.75
TBC: 4878.70
TBC: 4878.12
TBC: 4878.68
DTBC: 4878.76
DTBC: 4878.32
DTBC: 4878.29
TBC: 4879.01
TBC: 4878.73
TBC: 4878.58
TBC: 4878.65
TBC: 4877.66
TBC: 4877.76
TBC: 4877.75
TBC: 4877.69
TBC: 4878.61
TBC: 4878.61
TBC: 4878.25
TBC: 4878.33
TBC: 4878.39
TBC: 4878.48
TBC: 4879.10
TBC: 4879.02
TBC: 4878.96
TBC: 4878.88
TBC: 4879.58
TBC: 4879.34
TBC: 4879.34
DTBC: 4878.32
DTBC: 4878.29
TBC: 4878.71
TBC: 4878.51
TBC: 4878.38
TBC: 4878.25
TBC: 4879.32
TBC: 4879.26
TBC: 4879.05
TBC: 4878.90
TBC: 4879.52
TBC: 4879.59
TBC: 4879.89
TBC: 4880.46
TBC: 4880.39
TBC: 4878.84
TBC: 4879.32
TBC: 4879.32
TBC: 4879.35
TBC: 4880.03
TBC: 4878.69
TBC: 4880.08
TBC: 4879.48
TBC: 4878.54
TBC: 4878.54
TBC: 4878.75
TBC: 4878.68
TBC: 4878.33
TBC: 4878.38
TBC: 4878.24
TBC: 4877.99TBC: 4877.52
TBC: 4877.58
TBC: 4878.30
TBC: 4878.23
TBC: 4878.08
TBC: 4877.80
TOA:4877.60
TOC: 4877.94
TOC: 4877.70
TOC: 4879.49
TOC: 4879.40
TOC: 4879.12
TOC: 4879.62
TOC: 4879.63
TOC: 4879.73
TOC: 4879.73
TOC: 4879.12
TOC: 4877.63
TOC: 4877.80
TOC: 4878.31
TOC: 4878.08
TOC: 4878.78
TOC: 4878.64
TOC: 4878.78
TOC: 4878.37
TOC: 4878.37
TOC: 4878.55
TOC: 4878.23
TOC: 4878.14
TOC: 4878.47
TOC: 4878.50
DTBC: 4878.47
DTBC: 4878.50
TOC: 4879.33
TOC: 4879.33
TOC: 4879.33
DTBC: 4878.39
TBC: 4879.59
TOC: 4879.09
TOC: 4879.24
TBC: 4879.19
TOA:4878.00
TOA:4878.11
TOA:4878.11
TOA:4877.49
TOA:4877.19
TOC: 4877.88
TOC: 4877.70
TOC: 4878.30
TOC: 4878.48
TOC: 4880.00
TOC: 4879.96
FG: 4879.32
FG: 4879.45
FG: 4879.63
FG: 4879.40
FG: 4879.40
FG: 4879.40
FG: 4879.40FG: 4879.40
FG: 4878.70
FFE: 4879.40
GRADE
BREAK
GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
GRADE
BREAK
GR
A
D
E
BR
E
A
K
GRADE
BREAK
3.3%
2.
1
%
2.2
%
2
.
2
%
2
.
3
%
2.
7
%
0
.
5
%
1.7
%
1
.
9
%
1
.
0
%
2.1
%
1.6%
1.6%
5.2%
1.6%
0.8%0.6%
0.7%1.0%
1.0%
0.0%0.2%
1.
9
%
5.0%
3.6
%
3.4
%
4
8
7
6
48
7
5
4876
487
7
4
8
7
8
48
7
6
4877
4
8
7
8
4878
4878
4877
4876
4
8
7
8
4879
4
8
7
8
487
9 4879
4878
4878
TBC: 4879.96
TOC: 4878.93
TOC: 4879.05
GR
A
D
E
BR
E
A
K
2
.
0
%
1.2%
TBC: 4877.63
TOC: 4878.26
TOC: 4878.74
TOA:4879.00
TOC: 4878.10
TOC: 4878.10 TBC: 4878.85
TOC: 4878.74
TBC: 4878.73
TBC: 4879.00
TBC: 4877.68
TBC: 4877.68
TBC: 4878.09
TBC: 4878.09
TBC: 4878.09
TBC: 4878.09TBC: 4877.66
TBC: 4877.68
TBC: 4878.20
FG: 4876.24
FG: 4876.67
FG: 4876.67
FG: 4876.27
TBC: 4878.10
TBC: 4877.31
TBC: 4878.36
TBC: 4877.67
METBC: 4878.17
METBC: 4877.77
METOA: 4877.92
METOA: 4877.50
TOC: 4877.73
TOC: 4877.75
TBC: 4877.67
TBC: 4877.59TBC: 4877.74
TOC: 4877.65TOC: 4877.81
TBC: 4877.62
TOC: 4878.38
TOC: 4878.35
METOA: 4877.78
METOA: 4877.87
TOA:4877.71
TOA:4877.61
TOC: 4877.87
TOC: 4877.69
TBC: 4878.63
TBC: 4878.62
TOC: 4877.43
TOC: 4877.44
TOC: 4878.44
TOC: 4878.43
TOC: 4878.45
TOC: 4878.49
TBC: 4878.26
TOC: 4878.17
TOC: 4878.21
TOC: 4878.50
TOC: 4878.52
TBC: 4879.36
TBC: 4879.31
TOC: 4878.47
TOC: 4878.46
FG: 4876.25
FG: 4876.25
TBC: 4879.73
TBC: 4879.78
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
O
E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
O
T
T
O
S
C
A
L
E
CI
T
Y
R
E
V
I
E
W
S
E
T
ww
w
.
h
o
r
r
o
c
k
s
.
c
o
m
PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
y
.
,
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
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
M
JB
F
05
/
0
3
/
2
0
2
2
OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
RE
X
B
U
R
G
N
O
R
T
H
N
I
T
R
O
C
A
R
W
A
S
H
RE
X
B
U
R
G
,
I
D
A
H
O
9
C.4.0
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
TOP: TOP OF POND
BOP: BOTTOM OF POND
TOG: TOP OF GRATE
-CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
-ALL ELEVATIONS ARE FG
SHEET NOTE
SHEET C.7.0
SH
E
E
T
C
.
7
.
1
PR
I
V
A
T
E
D
R
I
V
E
SH
E
E
T
C
.
7
.
2
MOODY STREET
NO
R
T
H
2
N
D
E
A
S
T
PROPOSED BUILDING
FFE = 4879.50'
ARCH PLAN = 100
05/04/22
PRE
L
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O
T
F
O
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C
O
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S
T
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U
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O
N
FOR
R
E
V
I
E
W
O
N
L
Y
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
FO
R
R
E
V
I
E
W
O
N
L
Y
Will runoff go to
neighboring parcel?
fl
fl
fl
fl
fl
fl
fl
fl
fl
toe toe toe toe toe toe toe toe
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
eee
e
ee
pp
sd
sd
pp
to
b
to
b
t
o
b
to
b
t
o
b
tobtobtobtobtobtobtobtobtobtob
tob tob tob tob tob tob tob tob tob
tob
to
b
to
b
to
b
to
b
to
b
to
b
to
b
to
b
t
o
b
to
b
to
b
to
b
to
b
to
b
to
b
to
b
tob
to
b
14'' w 14'' w 14'' w 14'' w 14'' w
s
s
s
fl
fl
fl
fl
fl
fl
fl
fl
fl
toe toe toe toe toe toe toe toe
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
eee
e
ee
pp
sd
sd
pp
to
b
to
b
t
o
b
to
b
t
o
b
tobtobtobtobtobtobtobtobtobtob
tob tob tob tob tob tob tob tob tob
tob
to
b
to
b
to
b
to
b
to
b
to
b
to
b
to
b
t
o
b
to
b
to
b
to
b
to
b
to
b
to
b
to
b
tob
to
b
14'' w 14'' w 14'' w 14'' w 14'' w
s
s
s
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W
SS
SD SD
SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
S s
S
s
sssssssssss
S
S
SSSSSSSS S
SS
SS
SSS
EX-SSMH - 1
100LF 4" WATER SERVICE
49LF 4" WATER SERVICE8LF 4" WATER SERVICE
4878
48
7
8
4
8
7
8
4878
4
8
7
8
4878
4878
48784878
4879
4879
STRUCTURE - (22)
RIM: 4868.10
INV: 4870.88 4" (N)
SSMH 2
RIM: 4879.00
INV IN: 4868.07 8" (S)
INV IN: 4868.50 6" (W)
INV OUT: 4867.97 8" (N)
INV OUT: 4867.97 4" (E)
REC TANK 2
RIM: 4878.24
INV IN: 4872.76 4" (W)
INV OUT: 4872.10 4" (E)
REC TANK 1
RIM: 4878.19
INV IN: 4872.76 8" (N)
INV OUT: 4872.76 4" (E)
SSMH 5
RIM: 4878.03
INV IN: 4858.00 12" (E)
INV IN: 4858.23 8" (S)
INV OUT: 4857.90 12" (W)
SS PLUG - 3
RIM: 4878.01
INV IN: 4873.49 6" (S)
SS PLUG - 2
RIM: 4877.35
INV OUT: 4873.49 8" (S)
SS PLUG - 1
RIM: 4877.04
INV OUT: 4873.49 4" (S)
INV: 4872.68 4" (E)SSMH 3
RIM: 4875.18
INV IN: 4872.00 4" (W)
SSMH 4
RIM: 4878.63
INV OUT: 4868.34 8" (N)
25LF OF 6" SS @ -1.20%
28LF OF 6" SS @ -6.00%
40LF OF 4" SS @ 2.00%
92LF OF 4" SS @ 1.95%
68LF OF 8" SS @ 0.40%
15
0
L
F
O
F
8
"
S
S
@
6
.
5
0
%
121LF OF 4" SS @ -3.34%
35LF OF 6" SS @ 4.18%
GI 1
RIM: 4878.49
INV IN: 4870.78 4" (W)
INV IN: 4870.78 4" (S)
INV OUT: 4869.95 6" (E)
10LF OF 4" SS @ 1.00%
REC TANK 3
RIM: 4878.32
INV IN: 4872.10 4" (W)
INV OUT: 4871.44 6" (N)
INV OUT: 4871.44 4" (E)
28LF OF 8" SS @ 2.58%
1 5
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DA
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0
1
2
IF
T
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A
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O
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A
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2
"
T
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N
DR
A
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2 3 4
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9
4
S
n
a
k
e
R
i
v
e
r
P
k
w
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S
u
i
t
e
2
0
5
Id
a
h
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F
a
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s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
M
JB
F
05
/
0
3
/
2
0
2
2
OV
E
R
A
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L
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I
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P
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A
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N
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O
C
A
R
W
A
S
H
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X
B
U
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,
I
D
A
H
O
10
C.5.0
SHEET C.7.0
SH
E
E
T
C
.
7
.
2
SH
E
E
T
C
.
7
.
1
MOODY ST
NO
R
T
H
2
N
D
E
A
S
T
WATER KEYNOTES
TIE INTO EXISTING 8" WATER MAIN
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS.
INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG
STANDARDS.
INSTALL 4" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD. INCLUDE PLUG, SEE ARCHITECTS
PLANS FOR CONTINUATION
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 8" X 8" TEE
INSTALL 8" GATE VALVE
INSTALL 16" X 4" TEE
36
37
38
39
40
41
42
43
44
45
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 8" SANITARY SEWER SERVICE LINE (LENGTH PER PLANS),
INCLUDE PLUG, SEE ARCHITECTS PLANS FOR CONTINUATION
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
51
52
53
54
55
56
57
58
40
51
51
52
52
54
52
56
56
56
56
57
52 58 58
58
58
TIE INTO EXISTING SS MANHOLE
CONTRACTOR TO FIELD VERIFY LOCATION
45
42
42
53
40 LF
52 LF
28 LF
05/04/22
PRE
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PR
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CO
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FO
R
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E
V
I
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W
O
N
L
Y
Is there a lift station? Need
details for this section of
lineK
Sampling port requiredK
fl
fl
fl
fl
fl
fl
fl
fl
fl
toe toe toe toe toe toe toe toe
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
eee
eee
pp
sd
sd
pp
tob
to
b
14'' w 14'' w 14'' w
s
4876
4878
4878
4877
4
8
7
5
48
7
7
48
7
8
48
7
6
48
7
6
48
7
7
48
7
7
fl
fl
fl
fl
fl
fl
fl
fl
fl
toe toe toe toe toe toe toe toe
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
eee
eee
pp
sd
sd
pp
tob
to
b
14'' w 14'' w 14'' w
s
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W
SS
IR
IR
IR
IR
SD SD
SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
S s
S
IR
ssssssss
S
S
SSSSSSSS S
SS
SS
SSS
EX-SSMH - 1
48'
10
'
58.5'
5'
10'
10
'
92LF OF 12" S.D. @ 0.50%82LF OF 12" S.D. @ 0.40%
5LF OF 12" S.D. @ 1.00%
60LF OF 12" S.D. @ 0.00%
SD INLET - E
RIM: 4879.04
INV IN: 4875.59 6" (NW)
INV IN: 4875.11 6" (N)
RD PLUG - B
RIM: 4877.30
INV OUT: 4876.28 6" (S)
SD INLET - D
RIM: 4876.82
INV IN: 4872.55 6" (N)
INV OUT: 4870.00 24" (E)
RD PLUG - A
INV OUT: 4876.29 6" (S)
SD CO - B
RIM: 4877.24
INV IN: 4876.22 6" (N)
INV OUT: 4876.22 6" (W)
RD PLUG - C
RIM: 4879.31
INV OUT: 4876.12 6" (SE)
6LF OF 6" S.D. @ 1.00%
7LF OF 6" S.D. @ 6.13%
48LF OF 6" S.D. @ 1.04%
49LF OF 6" S.D. @ 6.27%
17LF OF 6" S.D. @ 3.18%
SDMH - A
RIM: 4878.40
INV IN: 4873.06 12" (N)
INV OUT: 4872.96 12" (W)
SD INLET - A
RIM: 4877.35
INV OUT: 4874.10 12" (E)
SD INLET - C
RIM: 4877.79
INV IN: 4873.21 12" (W)
INV OUT: 4873.11 12" (S)
SD INLET - B
RIM: 4877.61
INV IN: 4873.64 12" (W)
INV OUT: 4873.54 12" (E)
3LF OF 24" S.D. @ 1.00%
SD CO - A
RIM: 4876.89
INV IN: 4875.87 6" (N)
INV IN: 4875.72 6" (E)
INV OUT: 4875.62 6" (S)
27LF OF 6" S.D. @ 1.00%
SD CO - C
RIM: 4879.11
INV IN: 4875.38 6" (NW)
INV OUT: 4875.38 6" (S)
31LF OF 6" S.D. @ 1.00%
SD PLUG - D
RIM: 4878.69
INV OUT: 4875.69 6" (SE)
1 5
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A
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2
"
T
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N
DR
A
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2 3 4
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2
0
5
Id
a
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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
DRAINAGE SYSTEM CALCULATIONS
SYSTEM REQUIREMENTS:
DRAINAGE AREA OF "REXBURG NORTH NITRO CARWASH": 46,688 SF
RIGHT OF WAY: 1,217 CF
NORTH BASIN: 221 CF
SOUTH BASIN:2,630 CF
DESIGN STORM:1.3 IN
SEDIMENT FACTOR:15 %
STORM VOLUME REQUIRED:4,068 CF
SUMMARY:
STORAGE SYSTEM:STORM POND & INFILTRATOR
STORAGE PROVIDED
RIGHT OF WAY: 1,398 CF
NORTH BASIN:
NORTH STORM SWALE
CONTRIBUTIONS:342 CF
SOUTH BASIN:
SOUTH STORM SWALE
CONTRIBUTIONS:1,119 CF
INFILTRATOR
CONTRIBUTIONS: 1,658 CF
PROVIDED STORAGE:4,517 CF
-----------------------------------------------------------------------------------------------------------------------------------------------
TOTAL STORAGE REQUIRED:4,068 CF
TOTAL STORAGE PROVIDED:4,517 CF
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
M
JB
F
05
/
0
3
/
2
0
2
2
OV
E
R
A
L
L
D
R
A
I
N
A
G
E
P
L
A
N
RE
X
B
U
R
G
N
O
R
T
H
N
I
T
R
O
C
A
R
W
A
S
H
RE
X
B
U
R
G
,
I
D
A
H
O
11
C.6.0
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN PIPE. LENGTH, SIZE AND SLOPE OF PIPE PER
PLANS
INSTALL STORM DRAIN CURB CATCH BASIN PER STD IF-604-A (2010)
INSTALL MARK AND PLUG FOR ROOF DRAIN & BUILDING
CONNECTIONS PER DETAIL 1
INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2
INSTALL STORM DRAIN CLEAN OUT
66
67
68
69
70
MOODY ST
NO
R
T
H
2
N
D
E
A
S
T
66
66
67
67
67
67
67
6666
68
6868
69
69
69
TYPICAL ROOF DRAIN CONNECTION DETAIL
NTS
1
C.6.0
6" S.D. (P.V.C. SDR 35)
1% MIN. TO ROOF
D
R
A
I
N
H
E
A
D
E
R
5'
1.
5
'
C
O
V
E
R
M
I
N
.
(SEE STORM DRAIN P
L
A
N
S
)
FINISH GRADE
END ROOF DRAIN PIPE 5' FROM BUILDING
SEE ARCHITECTURAL PLANS FOR
CONTINUATION & CONNECTION
EXCAVATE TO FREE DRAINING
SAND AND GRAVEL PER PROJECT
GEOTECHNICAL REPORT. CONSULT
GEOTECHNICAL
ENGINEER (TYP)
3/4" TO 2"WASHED
GRANITE STONE
BA
C
K
F
I
L
L
UNDISTURBED MATERIAL
WRAP TRENCHES TOP
AND SIDES WITH AMOCO
4545 OR EQUIVALENT
SCALE:
2
C.6.0
TYPICAL INFILTRATION TRENCH DETAIL
NTS
10'
8'
MIN 12" COVER IN LANDSCAPING
70
70
7068
66
05/04/22
PRE
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
FOR
R
E
V
I
E
W
O
N
L
Y
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
FO
R
R
E
V
I
E
W
O
N
L
Y
fl
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
tob
to
b
14'' w 14'' w 14'' w 14'' w 14'' w
s
s
s
IR
R
IR
R
fl
toetoetoetoetoetoetoetoetoe
toe
toetoetoe
tob
to
b
14'' w 14'' w 14'' w 14'' w 14'' w
s
s
s
16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W
0+44 1+00 2+00 3+00 4+00
4+
5
4
BP
:
0
+
4
4
.
1
1
PC
:
4
+
0
2
.
2
0
EP: 4+53.53
SD SD
SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
S s
S
s
sssssssssssSSSSSSSSS
SS
SS
48
7
8
4876
4878
4877
4878
4878
TBC: 4879.09
TOC: 4878.68
TOC: 4878.68
TOC: 4878.55
TOC: 4879.01
TOC: 4879.10
TOC: 4879.04
TOC: 4878.34
TOC: 4878.73
TOC: 4878.79
TOC: 4878.98
TOC: 4879.02
TBC: 4878.74
DTBC: 4878.77
DTBC: 4878.83
TBC: 4878.90
DTBC: 4878.96
DTBC: 4879.02
METOA:4878.30
TOG: 4877.62
TOG: 4877.80
TOG: 4877.37
TBC: 4878.00
TBC: 4877.78
TOA:4877.38
4878
4
8
7
8
4879
4878 SDMH - A
RIM: 4878.40
INV IN: 4873.06 12" (N)
INV OUT: 4872.96 12" (W)
SD INLET - C
RIM: 4877.79
INV IN: 4873.21 12" (W)
INV OUT: 4873.11 12" (S)
SD INLET - B
RIM: 4877.61
INV IN: 4873.64 12" (W)
INV OUT: 4873.54 12" (E)
SD INLET - A
RIM: 4877.35
INV OUT: 4874.10 12" (E)
92LF OF 12" S.D. @ 0.50%
82LF OF 12" S.D. @ 0.40%
5LF OF 12" S.D. @ 1.00%
60LF OF 12" S.D. @ 0.00%
58.5'
5'
2.
1
%
2.1
%
2.1
%
0.7%0.9%0.3%0.5%
METOA:4877.77
EX-SSMH - 1
SSMH 6
12" S.S.
30LF OF 8" SS @ 0.40%
SSMH - 4
RIM: 4870.15
INV OUT: 4857.61 8" (S)
12" S.S.
SS PLUG - 6
12" S.S.
SSMH 5
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
4840
4850
4860
4870
4880
4890
0+00 1+00 2+00 3+00 4+00 5+00 6+00
1+00
48
7
8
.
0
4
48
7
8
.
1
7
2+00
48
7
8
.
2
2
48
7
8
.
2
9
3+00
48
7
8
.
6
2
48
7
8
.
3
3
4+00
48
7
9
.
0
4
48
7
9
.
1
0
5+00
ST
A
:
4
+
4
0
.
8
1
(
-
1
7
9
.
5
2
,
L
)
EX
S
S
M
H
RI
M
:
4
8
7
7
.
4
1
IN
V
I
N
:
4
8
5
9
.
0
7
-
8
"
(
N
)
IN
V
O
U
T
:
4
8
5
8
.
9
7
-
8
"
(
W
)
ST
A
:
4
+
3
7
.
6
8
(
-
1
8
9
.
2
6
,
L
)
EX
L
I
F
T
S
T
A
T
I
O
N
RI
M
:
4
8
7
8
.
0
0
IN
V
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8
.
1
6
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1
2
"
(
W
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EX. 8" S.S.
70.53' of 12" @ 0.22%
20.66' of 12" @ 0.22%
ST
A
:
0
+
8
8
.
0
2
(
-
4
9
.
8
4
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4
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:
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IN
V
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:
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8
5
7
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2
6
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2
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IN
V
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:
4
8
5
7
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1
6
-
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2
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(
W
)
ST
A
:
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9
.
6
8
(
-
5
.
3
3
,
L
)
SS
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H
-
4
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M
:
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8
7
0
.
1
5
IN
V
O
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T
:
4
8
5
7
.
6
1
-
8
"
(
S
)
IR
R
.
M
H
-
D
RI
M
:
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8
7
9
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8
1
IN
V
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N
:
4
8
7
0
.
9
7
-
4
8
"
(
S
)
IN
V
O
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T
:
4
8
7
3
.
7
5
-
3
6
"
(
N
)
IR
R
.
M
H
-
E
RI
M
:
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8
7
7
.
9
2
IN
V
I
N
:
4
8
7
3
.
7
5
-
3
6
"
(
S
)
104.71 of 48" EQUIVALENT SQUASH PIPE @ 0.00%
ST
A
=
0
+
4
9
.
8
4
T.
O
.
W
.
=
4
8
7
2
.
0
2
STA = 3+30.99
T.O.W. = 4871.72
STA = 4+28.93
T.O.W. = 4872.31
STA = 4+32.86
T.O.W. = 4872.30
ST
A
:
3
+
5
5
.
2
9
4"
W
A
T
E
R
S
E
R
V
I
C
E
(
R
T
)
ST
A
:
1
+
8
0
.
0
5
16
"
x
6
"
W
A
T
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R
T
E
E
ST
A
:
1
+
9
1
.
3
2
16
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
0
+
5
8
.
3
2
16
"
x
8
"
W
A
T
E
R
T
E
E
ST
A
:
4
+
3
1
.
2
8
16
"
C
O
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E
C
T
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T
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E
X
.
M
A
I
N
ST
A
:
0
+
4
9
.
8
4
16
"
P
L
U
G
EX 14" DI WATER PIPE281LF OF 16" DI WATER PIPE
98LF OF 16" DI WATER PIPE
14" to 16" REDUCER
SD
I
N
L
E
T
-
A
RI
M
:
4
8
7
7
.
3
5
IN
V
O
U
T
:
4
8
7
4
.
1
0
-
1
2
"
(
E
)
91.88' of 12" RCP @ 0.50%
SD
I
N
L
E
T
-
B
RI
M
:
4
8
7
7
.
6
1
IN
V
I
N
:
4
8
7
3
.
6
4
-
1
2
"
(
W
)
IN
V
O
U
T
:
4
8
7
3
.
5
4
-
1
2
"
(
E
)
81.71' of 12" RCP @ 0.40%
SD
I
N
L
E
T
-
C
RI
M
:
4
8
7
7
.
7
9
IN
V
I
N
:
4
8
7
3
.
2
1
-
1
2
"
(
W
)
IN
V
O
U
T
:
4
8
7
3
.
1
1
-
1
2
"
(
S
)
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
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I
N
F
O
DA
T
E
DE
S
I
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N
E
D
DR
A
W
N
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E
E
G
E
N
E
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A
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N
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S
S
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I
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0
1
2
IF
T
H
I
S
B
A
R
D
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O
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ME
A
S
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2
"
T
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E
N
DR
A
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I
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I
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ww
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h
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PAGE
C
PR
O
J
E
C
T
CH
E
C
K
E
D
D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
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P
k
w
y
.
,
S
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i
t
e
2
0
5
Id
a
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o
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a
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l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
C.3.2
1
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
M
JB
F
05
/
0
3
/
2
0
2
2
PL
A
N
&
P
R
O
F
I
L
E
-
M
O
O
D
Y
S
T
R
E
E
T
RE
X
B
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N
O
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A
R
W
A
S
H
RE
X
B
U
R
G
,
I
D
A
H
O
12
C.7.0
MOODY STREET
SHEET C.7.1
MOODY STREET
NO
R
T
H
2
N
D
E
A
S
T
01 HD
02
02
03
03
03
04
04
05
06
06
07
PROPOSED SURFACE
EXISTING SURFACE
A
66
6666
6767
68
69
6' MINIMUM
47
47
38
41
SHEET C.7.2
38
48
50
34
WATER KEYNOTES
INSTALL 16" PLUG
INSTALL 16" X 4" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 8" WATER MAIN
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS.
INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG
STANDARDS.
INSTALL 4" WATER SERVICE
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD.
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 8" X 8" TEE
INSTALL 8" GATE VALVE
INSTALL 6" FIRE CONNECTION. WATER SERVICE TO HAVE A MINIMUM
1.5' VERTICAL SEPARATION TO ANY NON-POTABLE UTILITY LINE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL 16" X 6" TEE
INSTALL 16" X 8" TEE
INSTALL 16" VALVE
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
LEGEND
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
TOG: TOP OF GRATE
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
4. ALL DIMENSIONS PERTAINING TO PLAN AND PROFILE SHEETS C.7.0,
C.7.1, C.7.2, & C.7.3 ARE SHOWN ON SHEET C.3.0
SHEET NOTE
MISCELLANEOUS KEYNOTES
PARKING LOT LIGHT POLE PER ELECTRICAL PLANSA
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
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS. SEE
DRAINAGE CALCULATIONS TABLE, AND DETAIL 1 SHEET C.6.0
INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2, SHEET C.6.0
66
67
68
69
IRRIGATION KEYNOTES
INSTALL 72" IRRIGATION CONCRETE STRUCTURE
INSTALL 48" CULVERT (CONCRETE OR METAL)
TIE INTO EXISTING CULVERT
81
82
83
SITE PLAN KEYNOTES
INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.2)
INSTALL 2.5' CURB & GUTTER PER CITY OF REXBURG SD-3
TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED
INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,
714A, 714B UNLESS OTHERWISE NOTED
INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD
INSTALL LANDSCAPE PER LANDSCAPE PLAN
INSTALL STOP SIGN PER MUTCD STANDARDS
INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.2)
01
02
03
04
05
06
07
08
SHEET C.3.1, C.4.0, C.5.0, C.6.0
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MANHOLE
INSTALL 8" 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 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)
51
52
53
54
55
5251
43
555354
47
49
35
33
EXISTING LIFT
STATION
37
43 43
43
53
53 55
52
55
05/04/22
PRE
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
FOR
R
E
V
I
E
W
O
N
L
Y
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
FO
R
R
E
V
I
E
W
O
N
L
Y
Water valve required on stub out from road and end of lineK
Why water valve here?
fl fl fl fl fl fl fl fl fl
sd
sd
14
'
'
w
14
'
'
w
s
IRRIRRIRRIRRIRRIRR
fl fl fl fl fl fl fl fl fl
sd
sd
14
'
'
w
14
'
'
w
s
16
'
'
W
16
'
'
W
16
'
'
W
7+
0
0
7+
3
2
IR
IR IR IR
0+00
1+002+003+004+00
4+83
BP
:
0
+
0
0
.
0
0
PI
:
0
+
2
1
.
2
2
PI
:
1
+
0
9
.
4
2
PI
:
2
+
4
2
.
2
2
PI
:
4
+
2
2
.
5
8
E
P
:
4
+
8
3
.
0
5
s
IR
EP: 7+32.07
ss
ss
S S SSSSS
S
SS
EX-SSMH - 1
2.1
%
48
7
9
1
.
6
%
2
.
9
%
1.
7
%
TBC: 4878.61
TBC: 4879.10
TOC: 4878.68
TOC: 4878.68
TOC: 4878.55
TOC: 4879.01
TOC: 4879.10
TOC: 4879.04
TOC: 4878.34
TOC: 4878.73
TOC: 4878.79
TOC: 4878.98
TOC: 4879.02
TBC: 4878.74
DTBC: 4878.77
DTBC: 4878.83
TBC: 4878.90
DTBC: 4879.02
DTBC: 4878.10
DTBC: 4877.75
METBC:4878.14
DTBC: 4878.36
TBC: 4878.33
DTBC: 4877.73
TBC: 4878.26
METBC:4877.77
TBC: 4878.01
TBC: 4878.08
TBC: 4877.63
METOA:4877.86
METOA:4877.93
METOA:4877.41
METOA:4877.50
4
8
7
7
4878
4878 4878
4
8
7
8
4
8
7
7
48
7
7
METOA:4877.41
32LF OF 48" S.D. @ 0.59
%
DTBC: 4877.31
DTBC: 4877.66
IRR. MH - E
RIM: 4877.92
INV IN: 4873.75 36" (S)
105LF OF 36" S.D. @ 0.00%
IRR. MH - D
RIM: 4879.81
INV IN: 4870.97 48" (S)
INV OUT: 4873.75 36" (N)
144LF OF 48" S.D. @ 0.00%
IRR. MH - C
RIM: 4878.96
INV IN: 4870.97 48" (S)
INV OUT: 4870.97 48" (N)
140LF OF 48" S.D. @ 0.00%
IRR. MH - B
RIM: 4878.31
INV IN: 4870.97 48" (SE)
INV OUT: 4870.97 48" (N)
36LF OF 48" S.D. @ 7.41%
IRR. MH - A
RIM: 4878.54
INV IN: 4873.62 48" (S)
INV OUT: 4873.62 48" (NW)
0+001+002+003+004+005+00
0+00
48
7
6
.
0
0
1+00
48
7
4
.
4
7
48
7
8
.
8
4
2+00
48
7
4
.
8
7
48
7
8
.
5
1
3+00
48
7
4
.
4
6
48
7
8
.
3
3
4+00
48
7
4
.
1
5
48
7
7
.
9
7
5+00
144LF OF 48" CONCRETE @ 0.00%
105LF OF 48" EQUIVALENT SQUASHED PIPE @ 0.00%
IR
R
.
M
H
-
D
RI
M
:
4
8
7
9
.
8
1
IN
V
I
N
:
4
8
7
0
.
9
7
-
4
8
"
(
S
)
IN
V
O
U
T
:
4
8
7
3
.
7
5
-
3
6
"
(
N
)
IR
R
.
M
H
-
E
RI
M
:
4
8
7
7
.
9
2
IN
V
I
N
:
4
8
7
3
.
7
5
-
3
6
"
(
S
)
IR
R
.
M
H
-
C
RI
M
:
4
8
7
8
.
9
6
IN
V
I
N
:
4
8
7
0
.
9
7
-
4
8
"
(
S
)
IN
V
O
U
T
:
4
8
7
0
.
9
7
-
4
8
"
(
N
)
IR
R
.
M
H
-
A
RI
M
:
4
8
7
8
.
5
4
IN
V
O
U
T
:
4
8
7
3
.
6
2
-
4
8
"
(
S
)
IN
V
I
N
:
4
8
7
3
.
6
2
-
4
8
"
(
N
W
)
36LF OF 48" CONCRETE @ 7.41%
140LF OF 48" CONCRETE @ 0.00%140LF OF 48" CONCRETE @ 0.00%EX. 48" CULVERT
ST
A
:
2
+
2
7
.
7
3
(
5
4
.
2
4
,
R
)
SS
M
H
4
RI
M
:
4
8
7
8
.
6
3
IN
V
O
U
T
:
4
8
6
8
.
3
4
-
8
"
(
N
)
68.33' of 8" S.S. @ 0.40%
ST
A
:
1
+
5
9
.
4
0
(
5
4
.
1
3
,
R
)
SS
M
H
2
RI
M
:
4
8
7
9
.
0
0
IN
V
I
N
:
4
8
6
8
.
0
7
-
8
"
(
S
)
IN
V
I
N
:
4
8
6
8
.
5
0
-
6
"
(
W
)
IN
V
O
U
T
:
4
8
6
7
.
9
7
-
8
"
(
N
)
IN
V
O
U
T
:
4
8
6
7
.
9
7
-
4
"
(
E
)
149.
7
6
'
o
f
8
"
S
.
S
.
@
6
.
5
0
%
ST
A
:
0
+
8
9
.
7
7
(
9
8
.
5
2
,
R
)
SS
M
H
5
RI
M
:
4
8
7
8
.
0
3
IN
V
I
N
:
4
8
5
8
.
0
0
-
1
2
"
(
E
)
IN
V
I
N
:
4
8
5
8
.
2
3
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
7
.
9
0
-
1
2
"
(
W
)
4850
4860
4870
4880
4890
4900
6+00
4850
4860
4870
4880
4890
4900
-1+00
1 5
RE
V
I
S
I
O
N
S
RE
V
#
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T
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DR
A
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A
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N
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G
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WA
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0
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2
IF
T
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I
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B
A
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A
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2
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T
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DR
A
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T
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O
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CI
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w
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2 3 4
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9
4
S
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Id
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I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
M
JB
F
05
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0
3
/
2
0
2
2
PL
A
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&
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-
N
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2
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A
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U
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,
I
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O
13
C.7.1
NORTH 2ND EAST
SHEET C.7.0
MO
O
D
Y
S
T
R
E
E
T
NORTH 2ND EAST
01HD02
02
03
04
06 05
PROPOSED SURFACE EXISTING SURFACE
A
A
C.3.2
2
SHEET C.3.1, C.4.0, C.5.0, C.6.0
05
EL
E
V
A
T
I
O
N
01HD
96" CIRCULAR STRUCTURE
96" CIRCULAR
STRUCTURE
WATER KEYNOTES
INSTALL 16" PLUG
INSTALL 16" X 4" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 8" WATER MAIN
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS.
INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG
STANDARDS.
INSTALL 4" WATER SERVICE
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD.
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 8" X 8" TEE
INSTALL 8" GATE VALVE
INSTALL 6" FIRE CONNECTION. WATER SERVICE TO HAVE A MINIMUM
1.5' VERTICAL SEPARATION TO ANY NON-POTABLE UTILITY LINE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL 16" X 6" TEE
INSTALL 16" X 8" TEE
INSTALL 16" VALVE
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
LEGEND
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
TOG: TOP OF GRATE
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
4. ALL DIMENSIONS PERTAINING TO PLAN AND PROFILE SHEETS C.7.0,
C.7.1, C.7.2, & C.7.3 ARE SHOWN ON SHEET C.3.0
SHEET NOTE
MISCELLANEOUS KEYNOTES
PARKING LOT LIGHT POLE PER ELECTRICAL PLANSA
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
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS. SEE
DRAINAGE CALCULATIONS TABLE, AND DETAIL 1 SHEET C.6.0
INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2, SHEET C.6.0
66
67
68
69
IRRIGATION KEYNOTES
INSTALL 72" IRRIGATION CONCRETE STRUCTURE
INSTALL 48" CULVERT (CONCRETE OR METAL)
TIE INTO EXISTING CULVERT
81
82
83
SITE PLAN KEYNOTES
INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.2)
INSTALL 2.5' CURB & GUTTER PER CITY OF REXBURG SD-3
TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED
INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,
714A, 714B UNLESS OTHERWISE NOTED
INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD
INSTALL LANDSCAPE PER LANDSCAPE PLAN
INSTALL STOP SIGN PER MUTCD STANDARDS
INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.2)
01
02
03
04
05
06
07
08
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MANHOLE
INSTALL 8" 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 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)
51
52
53
54
55
83
81
81
8182
82 82 82
81
51
52
5253
53
5353
4" SS PRESSURE MAIN LINE
05/04/22
PRE
L
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FOR
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PR
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Line must be bored under Ond
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0+00 1+00 2+00 3+00 4+00
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29.91' of 8" S.S. @ 0.40%
↕ 19.98' (SS)
↕ 12.54' (SS)
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16
'
'
W
16
'
'
W
16
'
'
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0+00 1+00 2+00 3+00 4+00
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
SSBP
:
0
+
0
0
.
0
0
PI
:
4
+
2
6
.
4
8
SS
48
7
6
48
7
8
4878
48
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4
8
7
8
4
8
7
7
4875
4876
4
8
7
7
487
6
SSMH 6
SSMH - 4
8" S.S.
4830
4840
4850
4860
4870
4880
4890
4900
9+00
El
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v
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4830
4840
4850
4860
4870
4880
4890
4900
-1+00
1 5
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S
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#
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DR
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ww
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c
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C
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2 3 4
21
9
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S
n
a
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e
R
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P
k
w
y
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,
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2
0
5
Id
a
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,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
M
JB
F
05
/
0
3
/
2
0
2
2
PL
A
N
&
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P
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14
C.7.2
PRIVATE DRIVE
SHEET C.3.1, C.4.0, C.5.0, C.6.0
SHEET C.7.0
01
08 0807
06
06
06
04
03
02 02
37 37
38
3943
45
PROPOSED SURFACE
EXISTING SURFACE
43
INSTALL 8" 90° HORIZONTAL BEND,
INCLUDING THRUST BLOCK PER ISPWC SD-403
MO
O
D
Y
S
T
PRIVATE DRIVE
WATER KEYNOTES
INSTALL 16" PLUG
INSTALL 16" X 4" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 8" WATER MAIN
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS.
INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG
STANDARDS.
INSTALL 4" WATER SERVICE
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD.
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 8" X 8" TEE
INSTALL 8" GATE VALVE
INSTALL 6" FIRE CONNECTION. WATER SERVICE TO HAVE A MINIMUM
1.5' VERTICAL SEPARATION TO ANY NON-POTABLE UTILITY LINE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL 16" X 6" TEE
INSTALL 16" X 8" TEE
INSTALL 16" VALVE
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
LEGEND
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
TOG: TOP OF GRATE
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
4. ALL DIMENSIONS PERTAINING TO PLAN AND PROFILE SHEETS C.7.0,
C.7.1, C.7.2, & C.7.3 ARE SHOWN ON SHEET C.3.0
SHEET NOTE
MISCELLANEOUS KEYNOTES
PARKING LOT LIGHT POLE PER ELECTRICAL PLANSA
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
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS. SEE
DRAINAGE CALCULATIONS TABLE, AND DETAIL 1 SHEET C.6.0
INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2, SHEET C.6.0
66
67
68
69
IRRIGATION KEYNOTES
INSTALL 72" IRRIGATION CONCRETE STRUCTURE
INSTALL 48" CULVERT (CONCRETE OR METAL)
TIE INTO EXISTING CULVERT
81
82
83
SITE PLAN KEYNOTES
INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.2)
INSTALL 2.5' CURB & GUTTER PER CITY OF REXBURG SD-3
TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED
INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,
714A, 714B UNLESS OTHERWISE NOTED
INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD
INSTALL LANDSCAPE PER LANDSCAPE PLAN
INSTALL STOP SIGN PER MUTCD STANDARDS
INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.2)
01
02
03
04
05
06
07
08
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MANHOLE
INSTALL 8" 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 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)
51
52
53
54
55
6' MINIMUM
6' MINIMUM
42
53 5352
49
54
05/04/22
PRE
L
I
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FOR
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PR
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L
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fl
fl
fl sd
fl
fl
fl sd
IR
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1
A
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4876
48
7
6
4
8
7
8
48
7
6
4
8
7
6
48
7
7
TOA:4877.66
TOA:4876.99
TOA:4876.36
TOA:4877.90
TOA:4877.30
TOA:4875.14
TOA:4875.39
TOA:4875.91
TOA:4875.74
4+
0
0
5+00 6+00 7+00 7+32
PI: 4+26.48
EP
:
7
+
3
2
.
0
7
0.9%1.8
%
1.8
%
0.5%
4
8
7
7
4877
4
8
7
7
4876
4+00 5+00 6+00 7+00
4+00
48
7
5
.
2
1
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5
.
5
8
5+00
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5
.
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7
5
.
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7
5
.
9
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48
7
6
.
6
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48
7
5
.
9
1
48
7
6
.
6
7
ST
A
=
6
+
9
1
.
4
4
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.
=
4
8
6
7
.
7
2
ST
A
:
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+
6
7
.
3
7
8"
x
6
"
W
A
T
E
R
T
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E
271LF OF 8" DI WATER PIPE
18" MIN.
El
e
v
a
t
i
o
n
4830
4840
4850
4860
4870
4880
4890
4900
-1+00
4830
4840
4850
4860
4870
4880
4890
4900
9+00
1 5
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
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N
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A
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0
1
2
IF
T
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I
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B
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A
S
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2
"
T
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I
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2 3 4
21
9
4
S
n
a
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R
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.
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2
0
5
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,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
1
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
ID
-
L
D
-
4
0
7
0
-
2
1
CJ
F
TL
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05
/
0
3
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2
2
PL
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15
C.7.3
SHEET C.7.1
NO
R
T
H
2
N
D
E
A
S
T
PROPOSED SURFACE
EXISTING SURFACE
6' MINIMUM
SHEET C.7.2
SHEET C.3.1, C.4.0, C.5.0, C.6.0
PRIVATE DRIVE SOUTH
01 HD
PRIVATE DRIVE SOUTH
WATER KEYNOTES
INSTALL 16" PLUG
INSTALL 16" X 4" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 8" WATER MAIN
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS.
INSTALL 6" X 8" TEE WITH GATE VALVE PER CITY OF REXBURG
STANDARDS.
INSTALL 4" WATER SERVICE
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD.
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 8" X 8" TEE
INSTALL 8" GATE VALVE
INSTALL 6" FIRE CONNECTION. WATER SERVICE TO HAVE A MINIMUM
1.5' VERTICAL SEPARATION TO ANY NON-POTABLE UTILITY LINE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL 16" X 6" TEE
INSTALL 16" X 8" TEE
INSTALL 16" VALVE
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
LEGEND
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
TOG: TOP OF GRATE
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
4. ALL DIMENSIONS PERTAINING TO PLAN AND PROFILE SHEETS C.7.0,
C.7.1, C.7.2, & C.7.3 ARE SHOWN ON SHEET C.3.0
SHEET NOTE
MISCELLANEOUS KEYNOTES
PARKING LOT LIGHT POLE PER ELECTRICAL PLANSA
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
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS. SEE
DRAINAGE CALCULATIONS TABLE, AND DETAIL 1 SHEET C.6.0
INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 2, SHEET C.6.0
66
67
68
69
IRRIGATION KEYNOTES
INSTALL 72" IRRIGATION CONCRETE STRUCTURE
INSTALL 48" CULVERT (CONCRETE OR METAL)
TIE INTO EXISTING CULVERT
81
82
83
SITE PLAN KEYNOTES
INSTALL HEAVY DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.2)
INSTALL 2.5' CURB & GUTTER PER CITY OF REXBURG SD-3
TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED
INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,
714A, 714B UNLESS OTHERWISE NOTED
INSTALL ADA RAMP WITH TRUNCATED DOMES PER CITY OF REXBURG SD
INSTALL LANDSCAPE PER LANDSCAPE PLAN
INSTALL STOP SIGN PER MUTCD STANDARDS
INSTALL LIGHT DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.3.2)
01
02
03
04
05
06
07
08
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MANHOLE
INSTALL 8" 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 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)
51
52
53
54
55
PROPOSED SURFACE
05/04/22
PRE
L
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Where is this water line on
plan view?
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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
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LO
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LO
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LO
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LO
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LO
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LOD LOD
LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
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48
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IR
R
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4877
48
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4877
48
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7
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2 3 4
21
9
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2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
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 981'
CONSTRUCTION FENCE -
EARTH DIKE & DRAINAGE
SWALE -
RIP RAP -
HYDROSEEDING -
STABILIZED CONSTRUCTION
ENTRANCE 2 EA
STABILIZED STAGING AREA 1 EA
CONCRETE WASH OUT 1 EA
SEDIMENT BASIN -
WHEEL WASH -
INLET PROTECTION 7 EA
CHECK DAM -
LIMITS OF DISTURBANCE ±2 AC
PROJECT ACRES ±2 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
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0
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1
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15
C.8.0
1
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"
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
R25'
1" TO 3"
COARSE AGGREGATE
FILTER FABRIC
50' MI
N
PUB
L
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O
A
D
HA
R
D
S
U
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F
A
C
E
STABILIZED CONSTRUCTION ENTRANCE
EC-5
30'
MI
N
2
3
3
3
3
4
4
5
111
4
4
4
1
2
MOODY ST
PR
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NO
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2
N
D
E
A
S
T
1
1
PROPOSED BUILDING
± 4,613 SF
05/04/22
PRE
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