HomeMy WebLinkAboutINFRASTRUCTURE Rev 4 2.20.24 - 22-00888 - Teton River Temple Subdivision - Plat-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Teton River Temple Subdivision - Plat
Address : 1419 N 2nd E
Record Type : Plat
Document Filename : INFRASTRUCTURE Rev 4 2.20.24 - 22-00888 - Teton River Temple Subdivision - Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00888
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C.1.0 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
C.1.0 Stamp Katie Saurey : P&Z Open 1 Plan Received
C.1.0 Stamp Alan Parkinson : P&Z Open 1 Approved - Planning and Zoning
C.1.0 Stamp Joel Gray : PW Open 1 Approved - Public Works
Plat
Approval of plans does not constitute approval of variance from code
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.0_COVER SHEET.dwg - C.1.0 COVER SHEET - 2/15/2024 02:58pm, Nick.Croft
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NEVADA
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VICINITY MAP
Know what's below.
Call before you dig.
R
PROJECT SITE
IMPROVEMENT DRAWINGS
FOR
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
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 ELECTRICAL PLAN
8 C.4.0 2ND EAST P&P 1
9 C.4.1 2ND EAST P&P 2
10 C.4.2 2ND EAST P&P 3
11 C.4.3 2ND EAST P&P 4
12 C.4.4 2ND EAST P&P 5
13 C.5.0 MOODY RD P&P 1
14 C.5.1 MOODY RD P&P 2
15 C.5.2 MOODY RD P&P 3
16 C.6.0 TETON RIVER TEMPLE ST P&P 1
17 C.6.1 TETON RIVER TEMPLE ST P&P 2
18 C.6.2 TETON RIVER TEMPLE ST P&P 3
19 C.7.0 TEMPLE VIEW DR P&P 1
20 C.7.1 TEMPLE VIEW DR P&P 2
21 C.7.2 TEMPLE VIEW DR P&P 3
22 C.8.0 WEST CHURCH DR P&P 1
23 C.8.1 WEST CHURCH DR P&P 2
24 C.8.2 WEST CHURCH DR P&P 3
25 C.8.3 WEST CHURCH DR P&P 4
26 C.9.0 TYPICAL CROSS SECTION DETAILS
27 C.9.1 PEDESTRIAN CROSSING & TURNAROUND DETAILS
28 C.9.2 DRAINAGE & BASIN DETAILS
29 C.10.0 IRRIGATION P&P 1
30 C.10.1 IRRIGATION P&P 2
31 C.10.2 IRRIGATION P&P 3
32 C.10.3 IRRIGATION P&P 4
33 C.10.4 IRRIGATION P&P 5
34 C.10.5 IRRIGATION DETAILS
35 C.11.0 2ND EAST STRIPING EXISTING CONDITIONS
36 C.11.1 2ND EAST OVERALL STRIPING PLAN
37 C.12.0 EROSION CONTROL
38 C.13.0 PHASING PLAN
39 C.14.0 OVERALL STANDARD DETAILS
40 L.1.0 OVERALL LANDSCAPE PLAN
41 L.1.1 2ND EAST - LANDSCAPE PLAN
42 L.1.2 2ND EAST - LANDSCAPE PLAN
43 L.1.3 MOODY ROAD - LANDSCAPE PLAN
44 L.1.4 MOODY ROAD - LANDSCAPE PLAN
45 L.1.5 TETON RIVER TEMPLE DR - LANDSCAPE PLAN
46 L.1.6 TETON RIVER TEMPLE DR - LANDSCAPE PLAN
47 L.1.7 TEMPLE VIEW DR - LANDSCAPE PLAN
48 L.1.8 TEMPLE VIEW DR - LANDSCAPE PLAN
49 L.1.9 WEST CHURCH DR - LANDSCAPE PLAN
50 L.1.10 WEST CHURCH DR - LANDSCAPE PLAN
51 L.2.0 LANDSCAPE DETAILS PAGE
52 L.3.0 IRRIGATION SPECIFICATIONS
UTILITIES:
POWER- ROCKY MOUNTAIN POWER
GAS- INTERMOUNTAIN GAS
SEWER- CITY OF REXBURG
WATER- CITY OF REXBURG
OWNER:
THE CHURCH OF JESUS CHRIST
OF LATTER DAY SAINTS
50 EAST NORTH TEMPLE 2WW
SALT LAKE CITY, UT 84150
CONTACT: DAVE CHANNER
REVISIONS
REV No.NAME DATE OF REV DESCRIPTION
#
MOODY ROAD
MOODY ROAD
N
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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.
CENTRAL MERIDIAN OF THE EAST ZONE OF
THE IDAHO STATE PLANE COORDINATE
- VERTICAL CONTROL DATUM BASED ON NAVD88
CP#1
ELEV: 4,878.529'
N: 799,214.5990'
E: 758,850.8680'
FOUND: ALCAP
CP#2
ELEV: 4,896.888'
N: 800,626.5620'
E: 758,879.9250'
FOUND: PLCAP
CP#3
ELEV: 4,874.419'
N: 797,946.4720'
E: 757,066.7660'
FOUND: PLCAP
CP#
BASIS OF BEARING
CONTROL POINTS
SURVEY NOTE
APPLICANT:
JRW & ASSOCIATES
1152 BOND AVENUE
REXBURG, IDAHO 83440
(208)359-2309
CONTACT: JOHNNY WATSON
ENGINEER:
HORROCKS ENGINEERS
2194 SNAKE RIVER PKWY., SUITE 205
IDAHO FALLS, ID 83402
(208)522-1223
CONTACT: CADEN FUHRIMAN
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.1_NOTES.dwg - C.1.1 GENERAL NOTES - 2/16/2024 08:20am, tyler.melander
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PRELIMINARY
NOT FOR
CONSTRUCTION
1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO
SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM CITY OF REXBURG AT LEAST
TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
GENERAL NOTES UTILITY NOTES
INTERMOUNTAIN GAS COMPANY
1527 HOLLIPARK DR.
IDAHO FALLS, IDAHO 83401
(208) 542-6600
NATURAL GAS
POWER
CITY OF REXBURG PUBLIC WORKS
35 NORTH 1ST EAST
REXBURG, IDAHO 83440
(208) 372-2320
WATER / SEWER
ROCKY MOUNTAIN POWER
170 W 2ND N
REXBURG, ID 83440
(208) 359-6155
UTILITY CONTACTS
1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURG
ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS (2022), AND IDAHO STANDARDS
FOR PUBLIC WORKS CONSTRUCTION(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 (ISPWC SUPPLEMENT - 2022)
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
CONTACT: MATT BRADLEY
645 WEST 25TH ST.
IDAHO FALLS, IDAHO 83402
MATTB@MUSGROVEPA.COM
(208) 523-2862
MUSGROVE ENGINEERING
(OFFSITE ELECTRICAL)
CONTACT: HUNTER REESE
1331 FREMONT AVE.
IDAHO FALLS, IDAHO 83402
HREESE@EAGLEROCKENGINEERIN.COM
(208) 899-6120
EAGLE ROCK ENGINEERING
(CONSTRUCTION STAKING/EXISTING CONDITIONS & TOPO)
SUB CONSULTANT CONTACTS
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C.1.1
CONTACT: RYAN MCGIBBON
1122 INDUSTRY ST.
EVERETT, WASHINGTON 98203
(503) 278-9587
WESTERN SYSTEMS INC.
- 2020).
02/16/24
PRE
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PRELIMINARY
NOT FOR
CONSTRUCTION
A ALGEBRAIC GRADE CHANGE
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CEMENT OR CONCRETE
BC BUILDING CORNER
BCR BACK OF CURB RETURN
BFE BASE FLOOD ELEVATION
BFF BASEMENT FINISH FLOOR
BLDG BUILDING
BM BENCHMARK
BP BEGIN POINT
BV BUTTERFLY VALVE
BVC BEGIN VERTICAL CURVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
BVP BEGIN VERTICAL PROFILE
BVW BOTTOM OF VISIBLE WALL
C&G CURB & GUTTER
C B CATCH BASIN
CL CENTERLINE
CLR CLEAR
CO CLEANOUT
CONC CONCRETE
Cu COPPER
C.Y. CUBIC YARD
DIA DIAMETER
DWG DRAWING
E EAST OR EASTING
EA EACH
EG EXISTING GRADE/ GROUND
EL EV ELEVATION
EOC EDGE OF CONCRETE
EOP EDGE OF PAVEMENT
EP END POINT
ESMT EASEMENT
EVC END VERTICAL CURVE
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EVP END VERTICAL PROFILE
EX EXISTING
FE FLANGE END
FF FINISHED FLOOR
FG FINISHED GRADE
FJ FLANGE JOINT
FL FLOW LINE
FM FORCE MAIN
FPS FEET PER SECOND
FT FOOT OR FEET
FUT FUTURE
G GAS LINE
GB GRADE BREAK
GFF GARAGE FINISHED FLOOR
GV GATE VALVE
HGL HYDRAULIC GRADE LINE
HP HIGH POINT
HRZ HORIZONTAL
HWM HIGH WATER MARK
ID INSIDE DIAMETER
IN INCH(ES)
I RR IRRIGATION (PRESSURIZED)/ NON-POTABLE
K VERTICAL CURVE COEFFICIENT
L LENGTH
LF LINEAR FEET
LP LOW POINT
L/S LANDSCAPE
LT LEFT
LVC LENGTH OF VERTICAL CURVE
MAX MAXIMUM
ME MATCH EXISTING
MFR MANUFACTURER
MGD MILLION GALLONS PER DAY
MH MANHOLE
MID MIDDLE
MIN MINIMUM
MJ MECHANICAL JOINT
N NORTH OR NORTHING, FRICTION FACTOR
N/A NOT APPLICABLE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OVHP OVERALL HIGH POINT
OVLP OVERALL LOW POINT
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PH PHASE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENCY
PUE PUBLIC UTILITY EASEMENT
PVI POINT OF VERTICAL INTERSECTION
Q RATE OF FLOW
R RADIUS
REV REVISION
RT RIGHT
R/W RIGHT OF WAY
S SLOPE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SEC SECTION
SF SQUARE FOOT/ FOOTAGE
S/L STREETLIGHT
SPEC SPECIFICATIONS
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
STA STATION
STD STANDARD
SVE SIGHT VISIBILITY EASEMENT
S/W SIDEWALK
TA TOP OF ASPHALT
TBC TOP BACK OF CURB
TBDC TOP BACK OF DEPRESSED CURB
TBM TEMPORARY BENCH MARK
TC TOP OF CONCRETE
TEMP TEMPORARY
TF TOP OF FOOTING
TG TOP OF GRATE
TWB TOP BACK OF WALL
TWF TOP FRONT/FACE OF WALL
T WR TOP OF WALL - RETAINING
TW TOP OF WALL
TYP TYPICAL
UTC UNTREATED BASE COURSE
V VELOCITY
VC VERTICAL CURVE
VRT VERTICAL
W/ WITH
WMH WATER MANHOLE
WTR WATER
* ALL ABBREVIATIONS MAY NOT BE USED
EXISTING PROPOSED
ELECTRICAL MANHOLE
FINISHED FLOOR ELEVATION
PARKING STALL COUNT
TOP BACK CURB SPOT ELEVATION
FFE:2752.84
ABBREVIATIONS*STANDARD SYMBOLS
CALLOUTS
DETAIL REFERENCE
SCALE:
fo
tv
t
jb
ir
pp
s
w
e
t
fo
ir
w
g
g
tv
tb
co
e
FIBER OPTIC MANHOLE
TELEPHONE MANHOLE
CABLE TV MANHOLE
ELECTRICAL POWER POLE
SIGNAL POLE
ELECTRICAL BOX
FIBER OPTIC BOX
JUNCTION BOX
TELEPHONE BOX
TELEPHONE PEDESTAL
CABLE TV BOX
LIGHT POLE
LIGHT POLE OPT 2
LIGHT POLE OPT 3
GAS MANHOLE
GAS METER
CLEANOUT
SEWER MANHOLE
IRRIGATION MANHOLE
IRRIGATION BOX
WATER MANHOLE
WATER METER
FIRE HYDRANT
FIRE HYDRANT OPT 2
GATE VALVE
GATE VALVE OPT 2
CROSS
TEE
90° BEND
45° BEND
22.5° BEND
11.25° BEND
WYE
REDUCER
CAP & PLUG
STORM DRAIN MANHOLE
AREA DRAIN ROUND
AREA DRAIN SQUARE
DROP INLET
CURB INLET
CURB INLET OPT 2
CURB INLET OPT 3
CURB DOUBLE INLET
CURB DOUBLE INLET OPT 2
COMBO BOX
OIL/WATER
SAND/GREASE
OIL/WATER
SAND/GREASE OPT 2
FLARED END PLAN
SIGN
BOLLARD
BORE HOLE
TEST PIT
SD
FO
TV
T
E
JB
IR
PP
S
SD
W
E
T
FO
IR
W
G
G
TV
T
CO
SD
TP
BH
TP
BH
sd
WATER METER OPT 2
BLOW-OFF
TBC:2752.85
RCB REINFORCED CONCRETE BOX CULVERT
RCEA REINFORCED CONCRETE ELLIPTICAL ARCH PIPE
REC REINFORCED CONCRETE ELLIPTICAL CULVERT
RVEC REINFORCED CONCRETE VERTICAL ELLIPTICAL CULVERT
EGG REINFORCED CONCRETE EGG SHAPED CULVERT
PVC POLYVINYL CHLORIDE
RCP
BO
WM
REINFORCED CONCRETE PIPE
VCP
VITRIFIED CLAY PIPE
CIP CAST IRON PIPE
HDPE HIGH DENSITY POLYETHYLENE
DIP DUCTILE IRON PIPE
CMP CORRUGATED METAL PIPE
CPP
CORRUGATED POLYETHYLENE PIPE
POLY POLYETHYLENE
* ALL ABBREVIATIONS MAY NOT BE USED
PIPE ABBREVIATIONS*
FLARED END PROFILE
FLARED END SECTION
BENCHMARK
SECTION CORNER
CONTROL POINT
NOTE:
NOT ALL HATCHES, LINETYPES, AND SYMBOLS SHOWN ON THIS
SHEET ARE INCLUDED IN THIS PLAN SET.
ADDITIONAL SPOT ELEVATION CALLOUTS TO BE
REFERENCED ON GRADING SHEET LEGEND
3/4'' W 3/4'' W
1'' W 1'' W
2'' W 2'' W
3'' W 3'' W
4'' W 4'' W
6'' W 6'' W
8'' W 8'' W
WATER
PROPOSEDEXISTING
W WUNKNOWN
18'' W 18'' W
24'' W 24'' W
30'' W 30'' W
36'' W 36'' W
SURFACE FEATURES
CONSTRUCTION KEYNOTE TAGS
1-1/2'' W 1-1/2'' W
OR DEMO PLAN
OR GRADING PLAN
OR SITE PLAN
OR WATER
OR SEWER
OR STORM DRAIN
OR IRRIGATION
OR CABLE TV
OR TELEPHONE
OR GAS
OR MISCELLANEOUS
OR POWER
10'' W 10'' W
12'' W 12'' W
14'' W 14'' W
16'' W 16'' W
48'' W 48'' W
60'' W 60'' W
72'' W 72'' W
3/4 INCH
1 INCH
1-1/2 INCH
2 INCH
3 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
14 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
48 INCH
60 INCH
72 INCH
4'' SD 4'' SD
6'' SD 6'' SD
10'' SD 10'' SD
12'' SD 12'' SD
15'' SD 15'' SD
16'' SD 16'' SD
18'' SD 18'' SD
STORM
PROPOSEDEXISTING
SD SDUNKNOWN
48'' SD 48'' SD
54'' SD 54'' SD
60'' SD 60'' SD
66'' SD 66'' SD
8'' SD 8'' SD
24'' SD 24'' SD
30'' SD 30'' SD
36'' SD 36'' SD
42'' SD 42'' SD
72'' SD 72'' SD
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
42 INCH
48 INCH
54 INCH
60 INCH
66 INCH
72 INCH
4'' SS 4'' SS
6'' SS 6'' SS
10'' SS 10'' SS
12'' SS 12'' SS
14'' SS 14'' SS
15'' SS 15'' SS
16'' SS 16'' SS
SEWER
PROPOSEDEXISTING
SS SSUNKNOWN
8'' SS 8'' SS
18'' SS 18'' SS
24'' SS 24'' SS
30'' SS 30'' SS
36'' SS 36'' SS
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
14 INCH
SERVICE LATERAL
1'' IRR 1'' IRR
2'' IRR 2'' IRR
6'' IRR 6'' IRR
8'' IRR 8'' IRR
10'' IRR 10'' IRR
12'' IRR 12'' IRR
IRRIGATION
PROPOSEDEXISTING
IRR IRRUNKNOWN
4'' IRR 4'' IRR
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
18 INCH
24 INCH
30 INCH
36 INCH
BEL BEL
2'' BEL 2'' BEL
4'' BEL 4'' BEL
6'' BEL 6'' BEL
8'' BEL 8'' BEL
10'' BEL 10'' BEL
A-1/0 A-1/0 A-1/0
POWER
PROPOSEDEXISTING
OHP OHPOVERHEAD
3'' BEL 3'' BEL
A-4/0 A-4/0 A-4/0
B-1/0 B-1/0
B-4/0 B-4/0 B-4/0
C-1/0 C-1/0
UNDERGROUND
2 INCH
3 INCH
4 INCH
6 INCH
10 INCH
1 PH A 1/0
1 PH A 4/0
1 PH B 1/0
1 PH B 4/0
1 PH C 1/0
8 INCH
WSERVICE LATERAL
IRRSERVICE LATERAL
C-4/0 C-4/0
ABC-4/0 ABC-4/0
ABC-750
SEC SEC
SL SL SL
A-1/0A-1/0A-1/0
A-4/0A-4/0A-4/0
B-1/0B-1/0
B-4/0B-4/0B-4/0
C-1/0C-1/0
C-4/0C-4/0
ABC-4/0ABC-4/0
ABC-750
SECSEC
SLSLSL
1 PH C 4/0
3 PH ABC 4/0
3 PH ABC 750A
SECONDARY
STREET LIGHT
BCTV BCTV
BFO BFO
TEL TEL
BTEL BTEL BTEL
COMMUNICATIONS
PROPOSEDEXISTING
CTV CTVOVERHEAD CABLE TV
FO FO
UNDERGROUND CABLE TV
OVERHEAD FIBER OPTIC
UNDERGROUNG FIBER OPTIC
OVERHEAD TELEPHONE
UNDERGROUND TELEPHONE
1'' G 1'' G
2'' G 2'' G
6'' G 6'' G
8'' G 8'' G
12'' G 12'' G
GAS
PROPOSEDEXISTING
G GUNKNOWN
4'' G 4'' G
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
12 INCH
3 INCH
HPG HPGHIGH PRESSURE
72'' SD 72'' SDLAND DRAIN
FILL FILL
LOD LOD
GB GB GB
HWM
HWM 1YR
HWM 5YR
HWM 10YR
CUT CUT CUT
HWM 25YR
HWM 50YR
HWM 100YR
X X X X X
CUT LINE
FILL LINE
LIMITS OF DISTURBANCE
DITCH
GRADE BREAK
HIGH WATER MARK
HIGH WATER MARK - 1 YEAR EVENT
HIGH WATER MARK - 5 YEAR EVENT
HIGH WATER MARK - 10 YEAR EVENT
HIGH WATER MARK - 25 YEAR EVENT
HIGH WATER MARK - 50 YEAR EVENT
HIGH WATER MARK - 100 YEAR EVENT
FENCE - BARBED
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - WOOD
WALL - BLOCK
WALL - PANEL
WALL - ROCK
R/W RIGHT OF WAY
WALL - CONCRETE
CENTERLINE (ROAD/ENTITY)
CURB & GUTTER
PARCEL LINE
PROPERTY BOUNDARY
EASEMENT AS NOTED
JUT
TOP TOP TOP
>>>
MISCELLANEOUS
PROPOSEDEXISTING
DEMO
TOE TOE
UNKNOWN PIPE
JOINT UTILITY TRENCH
TOE OF SLOPE
TOP OF SLOPE
DIRECTIONAL FLOWLINE
GUARDRAIL
RAILROAD TRACKS
EDGE OF PAVEMENT
top top top
toe toe
PAINT STRIPE - SOLID
PAINT STRIPE - DOUBLE SOLID
PAINT STRIPE - BROKEN
PAINT STRIPE - BIKE LANE INTERSECTION
PAINT STRIPE - LANE DROP
PAINT STRIPE - LANE LINE EXTENSION
FUT FUT
LTG LTG
PED PED
DET DET
EXISTING/PROPOSED
TRAFFIC SIGNAL - DETECTION CONDUIT
PSH PSH
PWR PWR
TRAFFIC SIGNAL - FUTURE CONDUIT
TRAFFIC SIGNAL - LIGHTING CONDUIT
TRAFFIC SIGNAL - PEDESTRIAN CONDUIT
TRAFFIC SIGNAL - PUSH BUTTON CONDUIT
TRAFFIC SIGNAL - POWER SOURCE CONDUIT
(4000)
(4002)
CONTOUR - MAJOR
CONTOUR - MINOR
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SIG SIG TRAFFIC SIGNAL - SIGNAL CONDUIT
D00
G1
35
50
65
80
90
93
99
00
Z
D00
66
36
81
51
91
94
97
A
01
G1
00
96
SS
OR PROTECT IN PLACEP00P00
SITE PLAN HATCH PATTERNS
BUILDING / PAD
CONCRETE SIDEWALK / FLATWORK
POOL DECK
XERISCAPE
HEAVY DUTY PAVEMENT SECTION
LIGHT DUTY PAVEMENT SECTION
RIPRAP
ADA ACCESS RAMP TRUNCATED DOMES
GRAVEL
LANDSCAPE AREAS / GRASS
DECORATIVE BRICK / SIDEWALK /
FLATWORK / LANDSCAPE AREAS
EXISTING CONDITIONS & DEMO HATCH PATTERNS
ASPHALT DEMO HATCH
CONCRETE DEMO HATCH
BUILDING DEMO HATCH
SHEET C.#.#
SHEET C.#.#
4000
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EX CONDITIONS CONTROL POINT
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C.1.2
02/16/24
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4
'
N0°14'08"W
479.82'
N0°14'07"W 534.50'L1
4
L
1
3
L15
L12
S8
9
°
4
5
'
5
3
"
W
12
4
0
.
9
7
'
L
6
S0°14'07"E
646.12'
S0°14'07"E
1504.59'
N8
9
°
4
5
'
5
3
"
E
52
5
.
9
7
'
N0°14'07"W
1360.99'
S8
9
°
3
8
'
5
3
"
W
38
8
.
0
7
'
S8
9
°
4
5
'
5
3
"
W
38
8
.
0
3
'
N8
9
°
4
5
'
5
3
"
E
38
8
.
0
3
'
L
8
L
1
1
EXISTING 25'
PRESCRIPTIVE
RIGHT OF WAY EASEMENT
S0°14'07"E
390.17'
N0°14'07"W
476.50'
C2C
3
N0°14'07"W 1580.98'
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
Length
199.96'
150.00'
199.97'
32.12'
33.00'
26.16'
26.16'
26.14'
26.14'
26.19'
26.14'
26.16'
26.16'
27.00'
26.16'
26.16'
26.16'
26.16'
Direction
N0°21'02"W
S89°38'53"W
S0°21'02"E
N58°27'24"E
N89°45'53"E
S44°45'53"W
S45°14'07"E
S44°42'23"W
S44°42'23"W
N45°17'37"W
S44°42'23"W
S45°14'07"E
S44°45'53"W
N89°45'53"E
N45°14'07"W
N44°45'53"E
S45°14'07"E
N44°45'53"E
Curve Table
Curve #
C1
C2
C3
Length
67.31'
39.13'
259.83'
Radius
3154.05'
35.00'
61.00'
Delta
1°13'22"
64°03'20"
244°03'20"
Chord Direction
N56°19'47"E
S32°15'47"E
S57°44'13"W
Chord Length
67.31'
37.12'
103.43'
N0°21'02"W 39.50'
29.97'9.53'
29.87'
S0°21'02"E 39.50'
9.63'
TETON RIVER TEMPLE SUBDIVISION
LOCATED IN THE S.E. 1/4 OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF
THE BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO
-2024-
H
O R R O
C
K
S
E
N
G I N E E R
S
N0150'300'
SCALE: 1" = 150'
SUBDIVISION BOUNDARY LINE
LOT LINE
PUBLIC UTILITIES EASEMENT
LINE (P.U.E.) (OR AS NOTED
OTHERWISE)
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. 19961
THE BEARINGS SHOWN ARE BASED UPON THE EAST LINE OF SECTION 7 BETWEEN FOUND
MONUMENTS. DISTANCES SHOWN ARE BASED UPON A MODIFIED EAST ZONE, IDAHO STATE
PLANE COORDINATE SYSTEM (NAD83), WITH A COMBINED SCALE FACTOR OF 1.0002720608,
SCALED FROM COORDINATES 0,0.
SET 5/8" REBAR WITH PLASTIC
CAP - P.L.S. 19961
1.RIGHT-OF-WAY 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 13.85 ACRES.
3.MONUMENTS FALLING WITHIN MOODY RD. AND N. 2ND. ST. E. WERE NOT SET
DUE TO SAFETY CONCERNS AND LIKELIHOOD OF DISTURBANCE. WITNESS
CORNERS WERE SET AS SHOWN HEREON.
4.PER CITY OFFICIALS, THE OWNERSHIP AND MAINTENANCE OF N. 2ND. ST. E.
BELONGS TO CITY OF REXBURG. THE EXISTING 33-FOOT EASEMENT IS SHOWN
FOR REFERENCE ONLY.
2194 Snake River Parkway
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223
(MONUMENTED BASIS OF BEARINGS)
THE PURPOSE OF THIS SURVEY IS TO
SUBDIVIDE THE PARCEL AS SHOWN HERE ON.
THE SOUTH LINE OF THE PROPERTY WAS
DETERMINED BY FOUND SECTION
MONUMENTS ALONG THE SOUTH LINE OF
SECTION 7. THE WEST AND NORTHERLY LINES
WERE DETERMINED BY FOUND MONUMENTS
AS SHOWN ON RECORD-OF-SURVEY INSTR#
447165. THE EASTERLY LINE WAS
DETERMINED BY FOUND MONUMENTS AS
SHOWN ON SAID RECORD-OF-SURVEY AND
MONUMENTS FOUND ON THE EAST LINE OF
SECTION 7.
FOUND P.L.S.S. CORNER AS NOTED
FOUND 1/2" REBAR NO CAP
FOUND 5/8" REBAR WITH PLASTIC
CAP- P.L.S.13933
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.3_FINAL PLAT.dwg - C.1.3 FINAL PLAT - 2/15/2024 03:00pm, Nick.Croft
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5
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PRELIMINARY
NOT FOR
CONSTRUCTION
INTERIOR STREET INTERSECTION
MONUMENTS 5/8" REBAR WITH 2"
ALUMINUM CAP MARKED
P.L.S. 19961
TE
T
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TEMPLE VIEW DR.
WEST CHURCH DR.
N. 2ND ST. E.
MO
O
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R
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P.O.B
S.E. COR SEC 7
CP&F INST. NO. 399694
E. 1/4 COR. SEC 7
CP&F INST. NO. 267966
N.E. COR. SEC 7
CP&F INST. NO. 404597
CALCULATED POSITION NOTHING
SET
20' W.C.
20' W.C.
FOUND 5/8"
WITH ALUMINUM CAP
P.L.S. 14391
SET 5/8" REBAR
WITH 2" ALUMINUM
CAP P.L.S. 19961
PLAT SHOWN HEREON
FOR HORIZONTAL
CONTROL REFERENCE
PURPOSES
SURVEY TIE LINE
EXISTING EASEMENT AS NOTED
APPROXIMATE LOCATION OF
EXISTING CANAL RIGHT-OF-WAY
PURSUANT TO I.C. §42-1102
TE
T
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L
A
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D
C
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A
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WITNESS CORNERW.C.
PROPOSED ROAD CENTERLINE
1
19.33 ACRES
BLOCK 1
1
22.48 ACRES
BLOCK 2
1
28.49 ACRES
BLOCK 3 W.
2
0
0
N
.
WHITE OWL BUSINESS PARK LLC
BEACH CABIN ONE LLC
MOUNTAIN GOLD INCHARRIS FAMILY TRUST
FOUND 1/2" REBAR,
REPLACED WITH
5/8" REBAR AS
NOTED
SEE DETAIL "A"
DETAIL "A"
(NOT TO SCALE)
15
0
.
0
0
H
I
G
H
W
A
Y
2
0
62.5' W.C.
DEED GRANTING
EASEMENT INST. NO.
395796
39.5' W.C.
1
14.38 ACRES
BLOCK 4
39.5' W.C.
50' R TEMPORARY EMERGENCY VEHICLE
TURN AROUND TO BE VACATED WHEN
ROAD CONNECTS TO THE WEST
2
9.60 ACRES
BLOCK 3
ID
-
6
1
7
7
-
2
2
CJ
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TL
M
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/
1
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2
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C.1.3
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SHEET
1 of 2
39.90'
02/16/24
PRE
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S0°14'02"E 1029.00'
S0°14'02"E 200.00'
S89°38'58"W 225.00'
S89°38'58"W 250.00'
S89°38'58"W 150.00'
S8
9
°
3
8
'
5
8
"
W
1
1
9
0
.
0
0
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N8
9
°
4
5
'
5
8
"
E
2
1
7
.
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0
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S8
9
°
4
5
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5
8
"
W
2
1
7
.
0
0
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N0°14'02"W 200.00'N0°14'02"W 200.00'
N89°38'58"E 225.00'
N0°21'02"W 199.97'S8
9
°
3
8
'
5
3
"
W
1
5
0
.
0
0
'
N0°21'02"W 199.96'
N8
9
°
4
4
'
5
3
"
E
1
6
3
8
.
0
5
'
S5°54'22"E 610.6
3
'
N89°45'53"E 33.00'
A=67.31
R=3154.050
D=1°13'22"
C=67.31
CB=N56° 19' 47"E
N0°14'07"W 2581.81'
4878
4878
4878
4
8
7
8
4
8
7
8
4878
4878
48
7
8
4878
4878
4878
4878
4878 4877
4877
4
8
7
7
48
7
6
4876
4877
4877
4877
4877 4876
487
5
4
8
7
5
4875
4
8
7
5
487
4
4875
4
8
7
6
487
6
4
8
7
6
4876
48
7
7
48
7
7
4877
4877
4877
487
7
4878
48
7
9
48
7
9
4879
487
8
487
6
4876
4876
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.2.0_EX & DEMO.dwg - C.2.0 EXISTING CONDITIONS & DEMO - 2/15/2024 03:01pm, Nick.Croft
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PRELIMINARY
NOT FOR
CONSTRUCTION
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
EXISTING ASPHALT
EXISTING CURB & GUTTER
EXISTING STORM DRAIN STRUCTURE
OVERHEAD POWER (REMOVE AND REPLACE BY
OTHERS)
POWER POLE (REMOVE, REPLACE AND
RELOCATE BY OTHERS)
EXISTING CULVERT
EXISTING FENCE
EXISTING INTERSECTION TRAFFIC LIGHTS
EXISTING BUILDINGS AND CORRESPONDING
STRUCTURES
EXISTING IRRIGATION LINE AND
CORRESPONDING IRRIGATION BOXES/
STRUCTURES
EXISTING BURIED ELECTRICAL
EXISTING DITCH CROSSING
EXISTING ELECTRICAL BOX
EXISTING USER DITCH
EXISTING IRRIGATION HEAD GATE
EXISTING WATER WELL (VERIFY LOCATION)
EXISTING TREES AND SHRUBS
D01
D02
D03
D04
D05
D06
D07
D08
D09
D10
D11
D12
D13
D14
D15
D16
D17
CENTRAL MERIDIAN OF THE EAST ZONE OF
THE IDAHO STATE PLANE COORDINATE
PROTECT IN PLACE NOTES:
EXISTING APPROACH
EXISTING CURB AND GUTTER
EXISTING ASPHALT
EXISTING BURIED ELECTRIC
EXISTING SANITARY SEWER LINE
EXISTING SEWER MANHOLE
EXISTING OVERHEAD POWER LINE
EXISTING POWER POLE
EXISTING BUILDING & CORRESPONDING
STRUCTURES
EXISTING INTERSECTION TRAFFIC LIGHTS
EXISTING GAS LINE AND CORRESPONDING GAS
VALVE
EXISTING ELECTRICAL BOX
EXISTING TELECOMMUNCATIONS BOX
EXISTING FENCE
EXISTING STORM DRAIN PIPE
EXISTING STORM DRAIN MANHOLE
EXISTING STORM DRAIN INLET
EXISTING WATER LINE AND CORRESPONDING
VALVES
EXISTING STRIPING
P01
P02
P03
P04
P05
P06
P07
P08
P09
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
- VERTICAL CONTROL DATUM BASED ON
NAVD88
CP#1
ELEV: 4,878.529'
N: 799,214.5990'
E: 758,850.8680'
FOUND: ALCAP
CP#2
ELEV: 4,896.888'
N: 800,626.5620'
E: 758,879.9250'
FOUND: PLCAP
CP#3
ELEV: 4,874.419'
N: 797,946.4720'
E: 757,066.7660'
FOUND: PLCAP
CP#
SHEET NOTE
BASIS OF BEARING
CONTROL POINTS
SURVEY NOTE
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 100'200'
SCALE: 1" = 100'
P01P01
P02
P02
P03
P03
P03
P04
P04
P04
P06 P05
P04
P07
P08
P14
P14
P07
P08
P07
P08
P08
P07
P08
P07P07
P07
P07
P07 P07
P07
P08
P08P08
P08
P08P08P08
P08
P08P08
P08
P09
P10
P10P11P11
P11 P11P11
P12
P15 P15
P15
P15
P16
P17
P16
P17
P16
P17
P16 P17
P16
P17
P16
P17
P08
P01
D01
D01
D02
D02
D02
D02D02D02
D03
D03
D03
D04
D04
D06
D06
D05
D05
D05
D05
D06
D05
D05
D08
D08
D08
D07
D07
P10
P18
D10
D10
D11
D11
D11
D11
D12
D11
D12
D12
D12
D12
D11
D11
ALL TREES, SHRUBS, AND LANDSCAPE
ON THIS PROPERTY TO BE REMOVED
±79,964 SF TOTAL ASPHALT TO BE REMOVED
±79,964 SF TOTAL ASPHALT TO BE REMOVED
±79,964 SF TOTAL ASPHALT TO BE REMOVED
P11
P11 P11
D14
P19P19P19
CP#3
CP#1
CP#2
2ND EAST
MO
O
D
Y
R
D
THIS LIGHT POLE TO REMOVED AND
RELOCATED (BY CONTRACTOR)
D15
D15
D15
D15
D15
D15
IRRIGATION DITCH TO BE
REMOVED AND RELOCATED
D15
D16
D16
CONTRACTOR TO FIELD VERIFY FOR
ADDITIONAL IRRIGATION STRUCTURES
FOR DEMO
TE
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D
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APPROXIMATE CANAL RIGHT OF WAY
APPROXIMATE CANAL RIGHT OF WAY
APPROXIMATE CANAL RIGHT OF WAY
D17
D17
D17
D13
D13
ID
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14.38 AC
BLOCK 4
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22.48 AC
BLOCK 2
1
19.33 AC
BLOCK 1
TEMPORARY TURN
AROUND EASEMENT
02/16/24
PRE
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4876
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4878 4876 4876 4876
4
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1 5
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PRELIMINARY
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SCALE: 1" = 100'2ND EAST
PLAN AND PROFILE 1
SHEET C.4.0
2ND EAST
PLAN AND PROFILE 2
SHEET C.4.1
2ND EAST
PLAN AND PROFILE 3
SHEET C.4.2
2ND EAST
PLAN AND PROFILE 4
SHEET C.4.3
2ND EAST
PLAN AND PROFILE 5
SHEET C.4.4
WEST CHURCH DR
PLAN AND PROFILE 2
SHEET C.8.1
WEST CHURCH DR
PLAN AND PROFILE 3
SHEET C.8.2
TEMPLE VIEW DR
PLAN AND PROFILE 1
SHEET C.7.0
TEMPLE VIEW DR
PLAN AND PROFILE 2
SHEET C.7.1
TEMPLE VIEW DR
PLAN AND PROFILE 3
SHEET C.7.2
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P&P 5 - SHEET C.10.4
2ND EAST - IRR
P&P 4 - SHEET C.10.3
2ND EAST - IRR
P&P 3 - SHEET C.10.2
2ND EAST - IRR
P&P 2 - SHEET C.10.1
2ND EAST - IRR
P&P 1 - SHEET C.10.0
ID
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WEST CHURCH DR
PLAN AND PROFILE 1
SHEET C.8.0
WEST CHURCH DR
PLAN AND PROFILE 4
SHEET C.8.3
02/16/24
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.1_OVERALL ELECTRICAL PLAN.dwg - C.3.1 OVERALL ELECTRICAL LAYOUT - 2/15/2024 03:05pm, Nick.Croft
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0 100'200'
SCALE: 1" = 100'
MISCELLANEOUS KEYNOTES
LIGHT POLE, ELECTRICAL BOX, FIBER OPTIC BOX, AND ALL
CORRESPONDING CONNECTIONS. REFER TO SHEET C.14.0 FOR
LIGHT POLE FOUNDATION DETAILS.
A
A
A A A
A
A
A
A
A
AAA
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A A A
-ALL LIGHT POLES SPACED 400' OR LESS FROM
EACH OTHER
SHEET NOTE
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C.3.1
A
PROPOSED SIGNAL POLE LOCATION
-SEE SIGNAL POLE NOTE, THIS SHEET
SIGNAL POLE NOTE:
1.SIGNAL POLE BASE TO BE INSTALLED PER ITD STD 619-1 SHEET 1 & 2.
FOUND ON SHEET C.14.0
2.CONTRACTOR TO ERECT SIGNAL POLE TO SIGNAL POLE BASE
3.CONTRACTOR TO CONNECT POWER TO SIGNAL POLE
4.CONTRACTOR TO COORDINATE WITH CITY OF REXBURG AND WESTERN
SYSTEMS TO PROGRAM SIGNAL LIGHT
02/16/24
PRE
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4850
4860
4870
4880
4890
4900
6+50 7+00 8+00 9+00 10+00 11+00 12+00 13+00
7+00
48
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.
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.
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6
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3
GRADE BREAK STA = 6+74.81
CL ELEV = 4899.15
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
0
+
0
0
.
0
0
CL
E
L
E
V
=
4
8
8
9
.
2
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
1
+
0
0
.
0
0
CL
E
L
E
V
=
4
8
8
6
.
1
7
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
3
+
0
0
.
0
0
CL
E
L
E
V
=
4
8
8
1
.
9
1
GRADE BREAK STA = 9+00.00
CL ELEV = 4892.67
GRADE BREAK STA = 7+92.31
CL ELEV = 4896.07
-2.77%
-3.38%
-3.28%
-2.95%
-1.50%
-3.15%
-2.16%
-2.76%
2ND EAST PROFILE 1
STATION
EXISTING SURFACE
PROPOSED SURFACE
LOW PT STA: 12+50.00
LOW PT ELEV: 4882.65
PVI STA:12+00.00
PVI ELEV:4883.40
K:78.33
LVC:100.00
BV
C
S
:
1
1
+
5
0
.
0
0
BV
C
E
:
4
8
8
4
.
7
9
EV
C
S
:
1
2
+
5
0
.
0
0
EV
C
E
:
4
8
8
2
.
6
5
gggggggggggggggg
to
p
to
p
to
p
t
o
p
t
o
p
t
o
p
toe toe toe toe toe
toe
toe
toe
toe
toe
toe toe toe toe toe toe toe toe
pp
7+00 8+00 9+00 10+00 11+00 12+00 13+00PI
:
7
+
9
2
.
3
1
5'
23
'
7+00 8+00 9+00 10+00 11+00 12+00 13+00PI
:
7
+
9
2
.
3
1
IR
IRR
IRR
IRR
IRR
efo BEL BEL BEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
TBC: 4896.42
TOC: 4893.62
TOC: 4893.70
TOA:4896.06
METOA:4896.18
TOA:4898.68
3.7%3.3%
3.
6
%
2
.
7
%
2.1
%
3.
9
%
4
8
9
1
4
8
9
0
4
8
8
9
4
8
8
8
4
8
8
7
4
8
8
5
4
8
8
4
4
8
8
3
4
8
9
2
4
8
9
3
4
8
9
4
4
8
9
5
48
9
6
4
8
9
7
4
8
9
9
4
8
8
1
4883
4886
4889
4892
4895
489
5
4881
489
5
48
9
2
4
8
9
1
48
8
9
4
8
8
9
4
8
8
6
488
4
4
8
8
4
4
8
8
5
4889
4884 4883
4881
4878
3.2%2.8%1.8%
TBC: 4889.65
TBC: 4886.53
TBC: 4882.26
100' VERTICAL CURVE
3.
5
%
1.5%2.5%
3.
2
%
2
.
8
%
TBC: 4883.01TBC: 4885.14
METOA:4889.78 METOA:4886.67
TOA:4889.29 TOA:4886.17
TOA:4882.65TOA:4884.79
METOA:4883.20METOA:4885.27
3.3%
2.
0
%
2.
0
%
2.
0
%
2.
2
%
4850
4860
4870
4880
4890
4900
35+50
3
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.0_2ND EAST P&P 1.dwg - C.4.0 2ND EAST P&P 1 - 2/16/2024 09:55am, tyler.melander
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21
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4
S
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a
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R
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P
k
w
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.
,
S
u
i
t
e
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
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 30'60'
SCALE: 1" = 30'
SH
E
E
T
C
.
4
.
1
2ND EAST
C.9.0
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. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT
CENTERLINE OF ROAD.
5. REFERENCE C.11.0 FOR STRIPING EXHIBIT
6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTE
05
PROPOSED GUARD RAIL
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
2N
D
E
A
S
T
P
&
P
1
TE
T
O
N
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I
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T
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V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
8
C.4.0
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
TYPICAL SECTION 3:
SEE STATION 08+00 THROUGH 13+00
SEE STATION 18+00 THROUGH 26+00
ALL STRIPING DETAILS SHOWN
ON SHEET C.11.0 - C.11.1
ALL IRRIGATION DETAILS SHOWN
ON SHEET C.10.0 - C.10.5
MATCH EXISTING ELEVATION
FOR PAVEMENT TIE IN
02/16/24
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
13+00 14+00 15+00 16+00 17+00 18+00 19+00
13+00
48
8
1
.
9
1
48
8
0
.
1
3
14+00
48
8
0
.
8
7
48
7
8
.
5
2
15+00
48
8
0
.
2
4
48
7
9
.
6
1
16+00
48
7
9
.
7
9
48
7
8
.
8
2
17+00
48
8
0
.
1
2
48
7
7
.
8
5
18+00
48
8
0
.
3
6
48
7
9
.
4
2
19+00
48
7
9
.
9
7
48
7
6
.
0
6
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
8
+
6
5
.
7
3
CL
E
L
E
V
=
4
8
8
0
.
0
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
3
+
0
0
.
0
0
CL
E
L
E
V
=
4
8
8
1
.
9
1
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
7
+
4
9
.
9
6
CL
E
L
E
V
=
4
8
8
0
.
3
7
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
4
+
6
5
.
0
0
CL
E
L
E
V
=
4
8
8
0
.
4
0
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
6
+
1
8
.
4
5
CL
E
L
E
V
=
4
8
7
9
.
7
1
-0.50%-0.01%
-1.50%
-1.18%
0.50%
-0.71%
-0.45%-0.45%-0.65%
↕ 3.00' (SD)↕ 3.00' (SD)
ST
A
:
1
6
+
1
8
.
4
5
(
L
T
1
.
5
0
SD
I
N
L
E
T
-
A
RI
M
:
4
8
7
9
.
6
0
IN
V
O
U
T
:
4
8
7
6
.
6
0
-
1
2
"
(
W
)
ST
A
:
1
8
+
9
0
.
7
5
(
L
T
1
.
5
0
SD
I
N
L
E
T
-
B
RI
M
:
4
8
7
9
.
8
2
IN
V
O
U
T
:
4
8
7
6
.
8
2
-
1
2
"
(
W
)
12" WATER MAINLINE CROSSING
2ND EAST PROFILE 2
STATION
EXISTING SURFACEPROPOSED SURFACE
6' SEPARATION
MINIMUM
ggggggggggggggggggggggggg
toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe
pp pp
pp pp
pp
sdsd
13+00 14+00
15+00 16+00 17+00
18+00
19+00
PI
:
1
3
+
6
9
.
9
6
PI
:
1
5
+
4
9
.
9
6
PI
:
1
7
+
4
9
.
9
6
P
I
:
1
8
+
5
9
.
7
3
PI
:
1
8
+
6
5
.
7
3
6.5'
23
.
1
'
5'
180'
124.6'
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
13+00 14+00
15+00 16+00 17+00
18+00
19+00
PI
:
1
3
+
6
9
.
9
6
PI
:
1
5
+
4
9
.
9
6
PI
:
1
7
+
4
9
.
9
6
P
I
:
1
8
+
5
9
.
7
3
PI
:
1
8
+
6
5
.
7
3
SD SD
IR
IRR
IRR
IRIRRIRRIRRIRRIRR IRIRR
efo
e
fo BEL BFOBFO
BEL BEL
BE
L
BEL BEL BEL BEL BEL BEL
BF
O
BF
O
BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBF
O
BFOBFOBFOBFOBFOBFOBFOBFO
7LF OF 12" S.D. @ 2.15%
5LF OF 12" S.D. @ 0.00%
TBC: 4880.37
TOC: 4880.08
TOC: 4879.99
TOC: 4880.16
TOC: 4880.57
TOC: 4880.54
TBC: 4880.44
TOC: 4880.62
TOC: 4880.70
TOC: 4880.16
TOC: 4880.08
TOC: 4879.99
TOC: 4879.62
TOA:4879.63
TBC: 4881.44
TOG: 4879.60
TBC: 4880.07
TBC: 4880.72
TBC: 4880.75
1
5
'
P.
U
.
E
.
STA: 16+18.45
SD INLET-A
RIM: 4879.60
INV OUT: 4876.60 12" (W)
STA: 16+18.45
SDMH-A
RIM: 4880.16
INV IN: 4876.44 12" (E)
INV OUT: 4876.44 12" (S)
INV OUT: 4876.44 12" (N)
R1
8
.
7
'
R18.3'
R23
.
5
'
5'
1
4
.
5
'
5'
7.9'
10
.
2
'
10.2'9.7
'
1
1
.
1
'
8.3'
9.3
'
8.7'
R
2
3
.
5
'
R
3
0
'
6
.
5
'
5'
7.6'
8.7
'
8.8'
5'6.5'
8
.
1
'
6'
6
.
9
'
R3
0
'
5LF OF 12" S.D. @ 0.00%
1
.
9
%
1
.
5
%
2.
2
%
1.7
%
1.9
%
2
.
1
%
1.3%
0.6%
0.4%0.5%
R
1
8
.
5
'
4882
4
8
8
2
4881
48
8
1
4880
48
8
0
4879
4881 4879
0.5%
0.7%0.5%
METOA:4880.81
TOA:4880.37
METOA:4880.93
TOA:4880.65
4878
4
8
8
2
488
1
4878
4881
TOA:4881.91
METOA:4882.39
TBC: 4882.26
TOA:4879.71
TOG: 4879.82
TBC: 4880.28
TOA:4879.93
METOA:4880.65
2.
0
%
3.
0
%
1.
5
%
3.
0
%
124.1'
6.
3
'
6.
3
'
El
e
v
a
t
i
o
n
4850
4860
4870
4880
4890
4900
6+50
4850
4860
4870
4880
4890
4900
35+50
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.1_2ND EAST P&P 2.dwg - C.4.1 2ND EAST P&P 2 - 2/16/2024 09:59am, tyler.melander
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(2
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2
2
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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
N
0 30'60'
SCALE: 1" = 30'
SH
E
E
T
C
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4
.
2
SH
E
E
T
C
.
4
.
0
2ND EAST
SHEET C.6.2
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
S
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C.9.0
1 C.9.0
3
66
67
67
68
02
02
02
02
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
2N
D
E
A
S
T
P
&
P
2
TE
T
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N
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I
V
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R
T
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M
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M
E
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T
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B
U
R
G
,
I
D
A
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O
9
C.4.1
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
03
SHEET NOTE
04
SEE SHEET C.4.2
FOR INFILTRATOR
DETAILS
41
TYPICAL SECTION 1:
SEE STATION 13+00 THROUGH 18+00
SEE STATION 30+00 THROUGH 34+00
TYPICAL SECTION 3:
SEE STATION 08+00 THROUGH 13+00
SEE STATION 18+00 THROUGH 26+00
C.9.0
3
TYPICAL SECTION 3:
SEE STATION 08+00 THROUGH 13+00
SEE STATION 18+00 THROUGH 27+00
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. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT
CENTERLINE OF ROAD.
5. REFERENCE C.11.0 FOR STRIPING EXHIBIT
6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
ALL IRRIGATION DETAILS SHOWN
ON SHEET C.10.0 - C.10.5
ALL STRIPING DETAILS SHOWN
ON SHEET C.11.0 - C.11.1
67
02/16/24
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
Station
2ND PROFILE
19+00 20+00 21+00 22+00 23+00 24+00
19+00
48
7
9
.
9
7
48
7
6
.
0
6
20+00
48
7
9
.
9
0
48
7
5
.
8
1
21+00
48
7
9
.
8
0
48
7
5
.
9
2
22+00
48
7
9
.
4
6
48
7
6
.
3
3
23+00
48
7
9
.
7
3
48
7
5
.
7
4
24+00
48
7
9
.
2
7
48
7
5
.
6
8
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
8
+
6
5
.
7
3
CL
E
L
E
V
=
4
8
8
0
.
0
9
GR
A
D
E
B
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E
A
K
S
T
A
=
2
3
+
9
5
.
8
6
CL
E
L
E
V
=
4
8
7
9
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2
5
GR
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=
2
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6
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8
7
9
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9
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9
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=
4
8
7
9
.
6
0
-0.50%0.50%0.50%-0.50%0.50%-0.50%-0.65%0.50%
↕ 3.00' (SD)↕ 3.00' (SD)↕ 3.00' (SD)↕ 3.00' (SD)
ST
A
:
1
8
+
9
0
.
7
5
(
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8
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2
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:
4
8
7
6
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-
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(
W
)
ST
A
:
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0
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:
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6
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-
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(
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)
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A
:
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SD
I
N
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T
-
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:
4
8
7
9
.
3
2
IN
V
O
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T
:
4
8
7
6
.
3
2
-
1
2
"
(
W
)
ST
A
:
2
3
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9
5
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8
6
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SD
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:
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8
7
6
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4
-
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"
(
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)
2ND EAST PROFILE 3
STATION
EXISTING SURFACE
PROPOSED SURFACE
gggggggggggggggggggggggg
toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe
pp
pp
pp ppsd
sd
sd
sd
19+00 20+00 21+00 22+00 23+00 24+00
P
I
:
1
8
+
5
9
.
7
3
PI
:
1
8
+
6
5
.
7
3
23
.
1
'
5'
67.7'
6.
2
'
67.7'
6.
2
'
67.7'
6.
2
'
4879
4880
4880
4880
4880
4880
4880
4880
19+00 20+00 21+00 22+00 23+00 24+00
P
I
:
1
8
+
5
9
.
7
3
PI
:
1
8
+
6
5
.
7
3
SD SD SD SD
efo
BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
BFO
BF
O
5LF OF 12" S.D. @ 1.00%
20LF OF 12" S.D. @ 1.00%
20LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
20LF OF 12" S.D. @ 1.00%20LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
TOC: 4880.57
TOC: 4880.54
TOG: 4879.82
TOG: 4879.49
TOG: 4879.32
TOG: 4879.14
TBC: 4880.28
TBC: 4879.96
TBC: 4879.78
TBC: 4879.60
15
'
P.
U
.
E
.
STA: 18+90.75
SDMH-B
RIM: 4880.57
INV IN: 4876.62 12" (E)
INV OUT: 4876.52 12" (S)
STA: 18+90.75
SD INLET-B
RIM: 4879.82
INV OUT: 4876.82 12" (W)
STA: 20+60.00
SD INLET-C
RIM: 4879.49
INV OUT: 4876.49 12" (W)
STA: 20+60.00
SDMH-C
RIM: 4880.24
INV IN: 4876.29 12" (E)
INV OUT: 4876.19 12" (S)
STA: 22+06.94
SDMH-D
RIM: 4880.07
INV IN: 4876.12 12" (E)
INV OUT: 4876.02 12" (S)
STA: 22+06.94
SD INLET-D
RIM: 4879.32
INV OUT: 4876.32 12" (W)
STA: 23+95.86
SD INLET-E
RIM: 4879.14
INV OUT: 4876.14 12" (W)
STA: 23+95.86
SDMH-E
RIM: 4879.89
INV IN: 4875.94 12" (E)
INV OUT: 4875.84 12" (S)
8.7
'
32.1'
6.
2
'
METOA:4880.34
METOA:4880.54
TOA:4880.17
METOA:4880.25
TOA:4879.88
METOA:4880.15 METOA:4880.18
TOA:4879.80
METOA:4879.96
0.6%0.5%0.5%0.5%0.5%0.5%
2
.
8
%
1.
7
%
1
.
6
%
2
.
7
%
2.
9
%
1.6
%
1.
6
%
1.
6
%
TOC: 4880.73
TOC: 4880.81
4880
4
8
8
0
TOA:4879.25
TOA:4879.42
TOA:4879.60TOA:4879.93
TBC: 4880.53
TBC: 4880.24
TBC: 4880.16
3.
0
%
1.
6
%
3.
0
%
1.
5
%
3.
0
%
1.
5
%
El
e
v
a
t
i
o
n
4850
4860
4870
4880
4890
4900
6+50
4850
4860
4870
4880
4890
4900
35+50
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.2_2ND EAST P&P 3.dwg - C.4.2 2ND EAST P&P 3 - 2/16/2024 10:11am, tyler.melander
1 5
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(2
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2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
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G I N E E R
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SCALE: 1" = 30'
SH
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2ND EAST
C.9.0
3
66
66
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67
6767
67
67
67
67
67
68686868
APPROXIMATE CANAL RIGHT OF WAY
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
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4
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U
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G
,
I
D
A
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10
C.4.2
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
SHEET NOTE
TYPICAL SECTION 3:
SEE STATION 08+00 THROUGH 11+00
SEE STATION 18+00 THROUGH 27+00
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. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT
CENTERLINE OF ROAD.
5. REFERENCE C.11.0 FOR STRIPING EXHIBIT
6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
ALL IRRIGATION DETAILS SHOWN
ON SHEET C.10.0 - C.10.5
ALL STRIPING DETAILS SHOWN
ON SHEET C.11.0 - C.11.1
02/16/24
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
25+00 26+00 27+00 28+00 29+00 30+00 31+00
25+00
48
7
9
.
2
6
48
7
5
.
4
5
26+00
48
7
9
.
2
9
48
7
5
.
5
0
27+00
48
7
9
.
0
2
48
7
5
.
2
3
28+00
48
7
8
.
9
2
48
7
5
.
1
6
29+00
48
7
8
.
4
9
48
7
4
.
9
1
30+00
48
7
8
.
4
8
48
7
5
.
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1
31+00
48
7
7
.
9
5
48
7
7
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1
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GR
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A
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3
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5
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4
7
CL
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=
4
8
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9
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7
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9
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=
2
6
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5
7
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7
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=
4
8
7
9
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0
3
GR
A
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1
5
CL
E
L
E
V
=
4
8
7
8
.
7
2
GR
A
D
E
B
R
E
A
K
S
T
A
=
2
5
+
4
7
.
0
6
CL
E
L
E
V
=
4
8
7
9
.
0
3
0.50%
-0.59%0.50%-0.50%
0.50%-0.50%0.50%-0.50%-0.50%
↕ 3.00' (SD)↕ 3.00' (SD)↕ 3.00' (SD)
↕ 3.00' (SD)
↕ 3.00' (SD)
ST
A
:
2
5
+
4
7
.
0
6
(
L
T
1
.
5
0
SD
I
N
L
E
T
-
F
RI
M
:
4
8
7
8
.
9
2
IN
V
O
U
T
:
4
8
7
5
.
9
2
-
1
2
"
(
W
)
ST
A
:
2
6
+
5
7
.
7
8
(
L
T
1
.
5
0
SD
I
N
L
E
T
-
G
RI
M
:
4
8
7
8
.
9
2
IN
V
O
U
T
:
4
8
7
5
.
9
2
-
1
2
"
(
W
)
ST
A
:
2
7
+
6
0
.
1
5
(
L
T
1
.
5
0
SD
I
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L
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T
-
H
RI
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:
4
8
7
8
.
6
1
IN
V
O
U
T
:
4
8
7
5
.
6
1
-
1
2
"
(
W
)
ST
A
:
2
9
+
3
8
.
5
8
(
L
T
1
.
5
0
SD
I
N
L
E
T
-
I
RI
M
:
4
8
7
8
.
1
8
IN
V
O
U
T
:
4
8
7
5
.
1
8
-
1
2
"
(
W
)
ST
A
:
3
0
+
9
5
.
2
8
(
L
T
1
.
4
9
SD
I
N
L
E
T
-
J
RI
M
:
4
8
7
7
.
8
1
IN
V
O
U
T
:
4
8
7
4
.
8
1
-
1
2
"
(
W
)
2ND EAST PROFILE 4
STATION
EXISTING SURFACE
PROPOSED SURFACE
ggggggggggggggggggggggggg
toe toe toe
ppsd
25+00 26+00 27+00 28+00 29+00 30+00
31+00
PI
:
2
5
+
5
0
.
7
7
PI
:
2
6
+
5
1
.
7
7
PI
:
2
9
+
8
9
.
0
5
23
'
5'
40'
5'
23
'
R3
0
'
R
3
0
'
337.3'
67.7'
6.
3
'
39.2'
6.
2
'
53.4'
6.
2
'
6.
2
'
74.8'
6.
2
'
81.9'
25+00 26+00 27+00 28+00 29+00 30+00
31+00
PI
:
2
5
+
5
0
.
7
7
PI
:
2
6
+
5
1
.
7
7
PI
:
2
9
+
8
9
.
0
5
SD SD SD SD SD
efo
efo
BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
12LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
20LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%5LF OF 12" S.D. @ 1.00%
20LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
20LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
20LF OF 12" S.D. @ 1.00%
TOG: 4878.92
TBC: 4879.09
TBC: 4879.41
TOG: 4878.92
TBC: 4879.40
TBC: 4879.10
TOG: 4878.61
TOG: 4878.19
TOG: 4877.84
TBC: 4878.90
TBC: 4879.38
TBC: 4879.38
TBC: 4879.07
TBC: 4878.65
TBC: 4878.28
DTBC:4878.67
DTBC:4878.64
DTBC:4878.66
DTBC:4878.63
TBC: 4879.48
15
'
P.
U
.
E
.
STA: 30+96.17
SDMH-J
RIM: 4878.45
INV IN: 4874.69 12" (E)
INV OUT: 4874.59 12" (N)
STA: 30+95.28
SD INLET-J
RIM: 4877.81
INV OUT: 4874.81 12" (W)
STA: 25+47.06
SDMH-F
RIM: 4879.67
INV IN: 4875.72 12" (E)
INV OUT: 4875.62 12" (N)
STA: 25+47.06
SD INLET-F
RIM: 4878.92
INV OUT: 4875.92 12" (W)
STA: 26+57.78
SDMH-G
RIM: 4879.67
INV IN: 4875.72 12" (E)
INV OUT: 4875.62 12" (S)
STA: 26+57.78
SD INLET-G
RIM: 4878.92
INV OUT: 4875.92 12" (W)
STA: 27+60.15
SDMH-H
RIM: 4879.36
INV IN: 4875.41 12" (E)
INV OUT: 4875.31 12" (S)
STA: 27+60.15
SD INLET-H
RIM: 4878.61
INV OUT: 4875.61 12" (W)
STA: 29+38.58
SDMH-I
RIM: 4878.93
INV IN: 4874.98 12" (E)
INV OUT: 4874.88 12" (N)
STA: 29+38.58
SD INLET-I
RIM: 4878.18
INV OUT: 4875.18 12" (W)
4.5'
4.5'
7.3'7.3'
TOC: 4879.19
TOC: 4879.14
TOC: 4879.21
TOC: 4879.16
2.
0
%
1.
6
%
2
.
3
%
3
.
0
%
2
.
7
%
1
.
7
%
METOA:4879.75
METOA:4879.59
METOA:4879.54
TOA:4879.13
METOA:4879.42 METOA:4879.32
TOA:4878.95
METOA:4879.02 METOA:4878.82
2
.
2
%
1.
9
%
1
.
9
%
METOA:4879.67
TOA:4879.10
0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.6%
4879
4879 4878
4879
4879
4879
4879
4879
4879
TOA:4879.03
TOA:4879.03
TOA:4878.72
TOA:4878.29
TOA:4877.92
TBC: 4879.31
TOA:4878.55TOA:4879.30
2.1%
1.
5
%
3.
0
%
2.
3
%
1.
7
%
2.
9
%
1.
5
%
3.
0
%
1.
5
%
2.
8
%
METOA:4878.92
El
e
v
a
t
i
o
n
4850
4860
4870
4880
4890
4900
6+50
4850
4860
4870
4880
4890
4900
35+50
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.3_2ND EAST P&P 4.dwg - C.4.3 2ND EAST P&P 4 - 2/16/2024 10:10am, tyler.melander
1 5
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2 3 4
21
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3
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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
N
0 30'60'
SCALE: 1" = 30'
SH
E
E
T
C
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4
.
4
SH
E
E
T
C
.
4
.
2
2ND EAST
C.9.0
3 C.9.0
2
68
68
6868
68
67
67
6767
67
67
67
67
67
6666
66
66
66
APPROXIMATE CANAL RIGHT OF WAY
01
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
2N
D
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A
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E
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T
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,
I
D
A
H
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11
C.4.3
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
02
02
SHEET NOTE
67
TYPICAL SECTION 3:
SEE STATION 08+00 THROUGH 13+00
SEE STATION 18+00 THROUGH 27+00
TYPICAL SECTION 2:
SEE STATION 26+00 THROUGH 30+00
C.9.0
1
TYPICAL SECTION 1:
SEE STATION 13+00 THROUGH 18+00
SEE STATION 30+00 THROUGH 34+00
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. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT
CENTERLINE OF ROAD.
5. REFERENCE C.11.0 FOR STRIPING EXHIBIT
6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
ALL STRIPING DETAILS SHOWN
ON SHEET C.11.0 - C.11.1
02/16/24
PRE
L
I
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I
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A
R
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N
O
T
F
O
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C
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N
S
T
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FOR
R
E
V
I
E
W
O
N
L
Y
4850
4860
4870
4880
4890
4900
32+00 33+00 34+00 35+00 35+50
32+00
48
7
8
.
1
4
48
7
8
.
5
6
33+00
48
7
7
.
8
9
48
7
7
.
8
2
34+00
48
7
7
.
9
2
48
7
8
.
0
2
35+00
48
7
7
.
3
1
48
7
7
.
4
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
2
+
7
4
.
7
3
CL
E
L
E
V
=
4
8
7
7
.
7
6
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
4
+
2
0
.
0
3
CL
E
L
E
V
=
4
8
7
7
.
7
1
GR
A
D
E
B
R
E
A
K
S
T
A
=
3
5
+
0
8
.
0
3
CL
E
L
E
V
=
4
8
7
7
.
2
7
-0.50%0.50%0.50%-1.03%
-0.50%
↕ 3.00' (SD)
ST
A
:
3
2
+
7
4
.
7
3
(
L
T
1
.
5
0
SD
I
N
L
E
T
-
K
RI
M
:
4
8
7
7
.
6
5
IN
V
O
U
T
:
4
8
7
4
.
6
5
-
1
2
"
(
W
)
ST
A
:
5
8
+
9
7
.
0
0
(
L
T
1
7
.
0
7
)
EX
-
S
S
M
H
-
1
RI
M
:
4
8
7
8
.
7
2
IN
V
I
N
:
4
8
5
8
.
4
9
-
8
"
(
E
)
IN
V
O
U
T
:
4
8
5
8
.
1
6
-
1
2
"
(
W
)
↕ 20.56' (SD)
2ND EAST PROFILE 5
STATION
EXISTING SURFACEPROPOSED SURFACE
g
g
g
gggggg
w
w
w w w w
pp
pp
to
e
toe toe
toe
toe
toe toe
toe
to
p
top
top top
top top
to
p
top
top top
top top
w
32+00 33+00
3
4
+
0
0
PI
:
3
1
+
6
9
.
0
5
PC
:
3
3
+
6
9
.
0
5
PT: 34+20.03
R1
8
.
5
'
10
'
96.1'
6.
2
'
R30
'
R
3
0
'
4'
16
'
'
W
s
ss
ss
ss
32+00 33+00
3
4
+
0
0
PI
:
3
1
+
6
9
.
0
5
PC
:
3
3
+
6
9
.
0
5
PT: 34+20.03
SD
IR IRIRR
BELBELBELBEL
BF
O
BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
7LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
TBC: 4878.64
TBC: 4878.59
TOC: 4878.60
TOC: 4878.14
TOC: 4878.21
TOC: 4878.67
TBC: 4878.05
TOG: 4877.66
R23.
5
'
TBC: 4878.12
15
'
P.
U
.
E
.
STA: 32+74.73
SD INLET-K
RIM: 4877.65
INV OUT: 4874.65 12" (W)
STA: 32+74.73
SDMH-K
RIM: 4878.21
INV IN: 4874.58 12" (E)
INV OUT: 4874.48 12" (N)
9.3'
5'
7
.
7
'
6.5'
6.8'6'
11.5'
6.
5
'
5'
R1
8
.
5
'
7.1'
1
1
.
2
'
9.
8
'
9.5
'
10.9'
11
'
8.4'7.7'
6
.
9
'
7.2'
8.5'
2.
3
%
1
.
9
%
2.
0
%
1
.
6
%
1
.
6
%
2
.
0
%
R
2
3
.
5
'
11
.
4
'
2.
9
%
METOA:4878.83 METOA:4878.87
METOA:4878.92
4878
4878
4878
0.5%0.5%0.5%
TOA:4878.28
TOA:4877.76 TOA:4878.23
FLANGE ELEVATION: 4878.41
REFER TO SIGNAL POLE
NOTE THIS SHEET
1.
9
%
3.
0
%
1.
5
%
METOA:4878.61
METOA:4878.24
1.
7
%
4877
4875
487
5
487
6
487
7
487
5
El
e
v
a
t
i
o
n
4850
4860
4870
4880
4890
4900
6+50
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.4_2ND EAST P&P 5.dwg - C.4.4 2ND EAST P&P 5 - 2/16/2024 09:34am, tyler.melander
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0
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2
IF
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B
A
R
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N
O
T
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A
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2
"
T
H
E
N
DR
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I
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2 3 4
21
9
4
S
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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
N
0 30'60'
SCALE: 1" = 30'
SH
E
E
T
C
.
4
.
3
SHEET C.5.2
2ND EAST
MO
O
D
Y
S
T
R
E
E
T
C.9.0
1
6867
67
66
05
APPROXIMATE CANAL RIGHT OF WAY
02
02
02
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
2N
D
E
A
S
T
P
&
P
5
TE
T
O
N
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I
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N
T
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RE
X
B
U
R
G
,
I
D
A
H
O
12
C.4.4
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
SIGNAL POLE NOTE:
TYPICAL SECTION 1:
SEE STATION 13+00 THROUGH 18+00
SEE STATION 30+00 THROUGH 34+00
1.SIGNAL POLE BASE TO BE INSTALLED PER ITD STD 619-1 SHEET 1 & 2.
FOUND ON SHEET C.14.0
2.CONTRACTOR TO ERECT SIGNAL POLE TO SIGNAL POLE BASE
3.CONTRACTOR TO CONNECT POWER TO SIGNAL POLE
4.CONTRACTOR TO COORDINATE WITH CITY OF REXBURG AND WESTERN
SYSTEMS TO PROGRAM SIGNAL LIGHT
ALL IRRIGATION DETAILS SHOWN
ON SHEET C.10.0 - C.10.5
ALL STRIPING DETAILS SHOWN
ON SHEET C.11.0 - C.11.1
SHEET NOTE
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. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT
CENTERLINE OF ROAD.
5. REFERENCE C.11.0 FOR STRIPING EXHIBIT
6. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SEE SIGNAL POLE NOTES,
THIS SHEET
02/16/24
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
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C
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S
T
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C
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N
FOR
R
E
V
I
E
W
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N
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Y
41+00 42+00 43+00 44+00 45+00 46+00 47+00
41+00
48
7
5
.
6
7
48
7
5
.
6
9
42+00
48
7
5
.
0
6
48
7
5
.
8
5
43+00
48
7
5
.
5
6
48
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6
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44+00
48
7
6
.
0
6
48
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6
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2
4
45+00
48
7
6
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5
6
48
7
6
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4
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48
7
6
.
4
6
48
7
6
.
7
0
47+00
48
7
6
.
3
2
48
7
6
.
9
1
STA = 40+98.43
T.O.W. = 4869.30
STA = 41+72.33
T.O.W. = 4868.92
STA = 45+40.56
T.O.W. = 4870.76
STA = 46+66.95
T.O.W. = 4870.13
16" DI WATER MAIN - 1805 TOTAL LF FROM STATION 41+00 - 59+00
ST
A
:
4
3
+
4
6
.
0
1
(
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2
.
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=
4
8
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1
3
0.50%
-1.04%0.50%
0.50%
-0.50%-0.50%
ST
A
:
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+
6
6
.
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4
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6
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1
-
1
2
"
(
N
)
↕ 3.00' (SD)
↕ 3.00' (SD)
↕ 21.65' (SS)
↕ 21.14' (SS)
↕ 21.86' (SS)
ST
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:
4
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4
3
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9
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:
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ST
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ST
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MOODY RD PLAN AND PROFILE 1
STATION
PROPOSED SURFACE
EXISTING SURFACE
6' SEPARATION
MINIMUM
ST
A
:
4
0
+
9
9
.
0
3
,
(
L
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7
.
1
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12
"
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pp
pp
15
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1
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4
8
7
4
4876
4876
5LF OF 12" S.D. @ 1.00%
7LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
STA: 41+72.33
SDMH-L
RIM: 4874.83
INV IN: 4871.26 12" (S)
INV OUT: 4871.16 12" (E)
INV OUT: 4871.16 24" (W)
5LF OF 12" S.D. @ 1.00%
STA: 41+72.33
SD INLET-L
RIM: 4874.31
INV OUT: 4871.31 12" (N)
TOA:4875.50 TOA:4875.88
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
S
41+00
42+00 43+00 44+00 45+00 46+00 47+00
SD
SD
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
SS
SSS
e
fo
e fo
BE
L
BF
O
BF
O
BF
O
B
F
O
BF
O
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO
BFO
BFO
BEL BEL BEL BEL
BEL
BFO BFO BFO BFO BFO BFOBELBEL
R
2
3
.
5
'
R
3
0
'
8.4'
8
.
4
'
8.4'
8.5
'
5
'
5'
R18.5'
R
1
8
.
5
'
6.5'
6.
5
'
6.5'
6
.
5
'
6
.
5
'
15'
R18.5'
R23
.
5
'
R30
'
8
.
4
'
8.4'
8.
4
'
6.5'
8.4'
6.5'
5'
5'
1
5
'
R1
8
.
5
'
STA: 46+66.94
SD INLET-M
RIM: 4875.52
INV OUT: 4872.52 12" (N)
6.7
'
STA: 46+66.94
SDMH-M
RIM: 4876.04
INV IN: 4872.47 12" (S)
INV OUT: 4872.37 12" (W)
TOA:4875.68
TOA:4875.18
SSMH - 4
SS PLUG 16
RIM: 4875.74
INV OUT: 4854.15 8" (N)
SSMH - 5
SSMH - 6
SS PLUG 1 12" S.S.12" S.S.12" S.S.
12" S.S.26LF OF 8" S.S. @ 0.40%
11
'
57.4'
6.
3
'
6.
3
'
67.6'67.7'
26
'
4875
4876
4876
4876
4875
TOA:4874.74
TOA:4874.41
TBC: 4874.77 TOA:4875.62
TBC: 4875.98
TOA:4875.95
5LF OF 12" S.D. @ 0.50%
STA: 66+59.38
SD TEE-A
RIM: 4876.07
INV IN: 4872.30 12" (E)
INV OUT: 4872.30 12" (W)
INV OUT: 4872.30 12" (N)
5LF OF 12" S.D. @ 0.60%
TOA:4876.76
TOA:4876.29 TOA:4876.29
5LF OF 24" S.D. @ 1.00%
29
'
FLANGE ELEVATION:
4876.80
5LF OF 12" S.D. @ 1.00%
STA: 66+59.37
SD ELBOW-A
RIM: 4876.15
INV IN: 4872.28 12" (S)
INV OUT: 4872.28 12" (W)
11
.
1
'
TOG: 4874.32
25
.
9
'
15
'
15
'
P.
U
.
E
.
6.
5
'
TOA:4874.92
TOG: 4875.53
TOA:4876.13
0.5%
1.8
%
2
.
1
%
2
.
1
%
1.0%
0.5%
1.8%2.
1
%
1
.
0
%
1.0
%
2.
0
%
2.
0
%
0.5%
2.
0
%
2.
0
%
12'
12.1'
12'
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
40+25
4840
4850
4860
4870
4880
4890
59+75
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.0_MOODY RD P&P 1.dwg - C.5.0 MOODY RD P&P 1 - 2/16/2024 10:29am, tyler.melander
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2 3 4
21
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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
SN
0 30'60'
HRZ SCALE: 1" = 30'
VRT SCALE:
SHEET C.8.2
SH
E
E
T
C
.
5
.
1
C.9.0
5
66 67
67
68
02
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
MO
O
D
Y
R
D
P
&
P
1
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
13
C.5.0
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
02
02
02
03
04 67
68
66
424642
41
38
34
40
43
45
42
33
43
43
43
55
55
52
54
53
53
52
5355
67
67
67
69
70
67
67
STUB UTILITIES JUST
PAST EDGE OF ASPHALT
STUB UTILITIES JUST
PAST EDGE OF ASPHALT
54
41
SEWER MAIN EXTENSION TO BE BUILT
BY CITY OF REXBURG FOR OUTFALL
BEFORE SEWER WILL BE IN SERVICE
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
TYPICAL SECTION 5:
SEE STATION 41+00 THROUGH 51+07
41
41
02/16/24
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
Station
MOODY PROFILE
47+00 48+00 49+00 50+00 51+00 52+00 53+00
47+00
48
7
6
.
3
2
48
7
6
.
9
1
48+00
48
7
6
.
9
1
48
7
7
.
1
8
49+00
48
7
7
.
1
3
48
7
7
.
3
0
50+00
48
7
7
.
1
5
48
7
7
.
5
2
51+00
48
7
7
.
6
5
48
7
7
.
9
2
52+00
48
7
8
.
1
5
48
7
7
.
9
9
53+00
48
7
8
.
1
5
48
7
7
.
9
7
STA = 48+66.62
T.O.W. = 4871.29
STA = 49+47.38
T.O.W. = 4870.89
STA = 52+50.00
T.O.W. = 4872.40
ST
A
:
5
2
+
5
4
.
0
1
(
L
T
1
.
8
9
)
16
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
5
2
+
3
4
.
0
5
(
L
T
1
.
9
1
)
16
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
4
7
+
4
0
.
3
0
(
L
T
2
.
0
7
)
16
"
x
6
"
W
A
T
E
R
T
E
E
GR
A
D
E
B
R
E
A
K
S
T
A
=
4
8
+
6
6
.
6
2
CL
E
L
E
V
=
4
8
7
7
.
2
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
4
9
+
4
7
.
3
8
CL
E
L
E
V
=
4
8
7
6
.
8
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
1
+
6
5
.
0
0
CL
E
L
E
V
=
4
8
7
7
.
9
8
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
2
+
5
0
.
0
0
CL
E
L
E
V
=
4
8
7
8
.
4
0
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
3
+
2
3
.
6
8
CL
E
L
E
V
=
4
8
7
8
.
0
3
0.50%-0.50%
0.50%-0.50%
0.58%
ST
A
:
4
9
+
4
7
.
3
8
(
L
T
2
6
.
5
0
SD
I
N
L
E
T
-
N
RI
M
:
4
8
7
6
.
2
8
IN
V
O
U
T
:
4
8
7
3
.
2
8
-
1
2
"
(
N
)
↕ 3.00' (SD)↕ 21.36' (SS)
390.44' of 12" S.S. @ 0.22%
ST
A
:
4
8
+
6
5
.
6
0
,
(
L
T
1
7
.
0
9
)
SS
M
H
-
3
RI
M
:
4
8
7
6
.
9
5
IN
V
I
N
:
4
8
5
5
.
6
9
-
1
2
"
(
E
)
IN
V
O
U
T
:
4
8
5
5
.
5
9
-
1
2
"
(
W
)
321.96' of 12" S.S. @ 0.22%
ST
A
:
5
2
+
5
6
.
0
3
,
(
L
T
1
7
.
0
8
)
SS
M
H
-
2
RI
M
:
4
8
7
8
.
2
4
IN
V
I
N
:
4
8
5
6
.
6
4
-
1
2
"
(
E
)
IN
V
I
N
:
4
8
5
6
.
6
4
-
1
2
"
(
N
)
IN
V
I
N
:
4
8
5
6
.
9
7
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
6
.
5
4
-
1
2
"
(
W
)
↕ 21.70' (SS)
MOODY RD PLAN AND PROFILE 3
STATION
PROPOSED SURFACEEXISTING SURFACE
6' SEPARATION
MINIMUM
ST
A
:
5
2
+
4
4
.
0
1
(
L
T
1
.
8
9
)
16
"
X
1
2
"
C
R
O
S
S
16" DI WATER MAIN - 1805 TOTAL LF FROM STATION 41+00 - 59+00
pppp
47+00 48+00 49+00 50+00 51+00 52+00 53+0048774877
487
7 4877
4876
4877
48
7
5
4875 48
7
6
4876
4
8
7
6
STA: 49+47.38
SDMH-N
RIM: 4876.80
INV IN: 4873.23 12" (S)
INV OUT: 4873.13 12" (E)
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
12
'
'
W
12
'
'
W
12
'
'
W
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
SS
47+00 48+00 49+00 50+00 51+00 52+00 53+00
SD
S
S
e fo
e
fo
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFOBELBELBELBELBELBELBELBEL
108.1'
15
'
P.
U
.
E
.
15'
5
'
5'
8
.
4
'
8.4'
6.
5
'
6.5'
8.4'
R
2
3
.
5
'
R
3
0
'
8.4
'
R
1
8
.
5
'
R18.5'6.5'
6.
5
'
6
.
5
'
6
.
5
'
STA: 49+47.38
SD INLET-N
RIM: 4876.28
INV OUT: 4873.28 12" (N)
6.
3
'
131.7'
SSMH - 2
SSMH - 3
12" S.S.12" S.S.12" S.S.
0.6%0.5%0.5%
2
.
1
%
2.
1
%
2
.
1
%
2
.
1
%
2.
1
%
2
.
1
%
2.
1
%
2
.
1
%
29
'
15
.
1
'
FLANGE ELEVATION:
4876.56
TOA:4877.82
TOA:4877.82
TOA:4878.40
TOA:4878.01
4878 4878
487
8
4878
TOA:4876.71
TOA:4876.39
TBC: 4876.74
TOA:4876.97
TOA:4877.30
15
.
2
'
0.5%
TBC: 4877.97
TOG:4876.32
TOA:4876.79
TBC: 4877.15
TOA:4877.11
TOA:4877.29
TOA:4876.89
2.
0
%
2.
0
%
26
.
1
'
1.2
%
1
.
2
%
2.
0
%
12'
2.
0
%
2.
0
%
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
40+25
4840
4850
4860
4870
4880
4890
59+75
EX 14" WATER MAIN
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.1_MOODY RD P&P 2.dwg - C.5.1 MOODY RD P&P 2 - 2/16/2024 10:36am, tyler.melander
1 5
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2 3 4
21
9
4
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 30'60'
HRZ SCALE: 1" = 30'
VRT SCALE:
MOODY ST
SHEET C.7.2
SH
E
E
T
C
.
5
.
2
SH
E
E
T
C
.
5
.
0
C.9.0
5
C.9.0
4
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
MO
O
D
Y
R
D
P
&
P
2
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I
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M
E
N
T
S
RE
X
B
U
R
G
,
I
D
A
H
O
14
C.5.1
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
66
67
68
67
55
5555
53
53
46
42
41
42 43
3843 43
UTILITY STUBS TO BE
INSTALLED JUST PAST EDGE
OF ASPHALT
TYPICAL SECTION 5:
SEE STATION 41+00 THROUGH 51+07
TYPICAL SECTION 4:
SEE STATION 51+07 THROUGH 59+00
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
41
02/16/24
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
4840
4850
4860
4870
4880
4890
53+00 54+00 55+00 56+00 57+00 58+00 59+00 59+75
53+00
48
7
8
.
1
5
48
7
7
.
9
7
54+00
48
7
7
.
6
5
48
7
8
.
0
4
55+00
48
7
7
.
1
5
48
7
8
.
1
6
56+00
48
7
6
.
6
5
48
7
8
.
3
1
57+00
48
7
7
.
3
1
48
7
8
.
4
8
58+00
48
7
7
.
9
6
48
7
8
.
7
0
59+00
48
7
8
.
7
0
48
7
8
.
8
1
ST
A
:
5
8
+
9
7
.
0
0
(
L
T
1
7
.
0
7
)
EX
-
S
S
M
H
-
1
RI
M
:
4
8
7
8
.
7
2
IN
V
I
N
:
4
8
5
8
.
4
9
-
8
"
(
E
)
IN
V
O
U
T
:
4
8
5
8
.
1
6
-
1
2
"
(
W
)
EX. 8" S.S.
↕ 20.56' (SS)
STA = 56+01.03
T.O.W. = 4870.87
STA = 58+21.37
T.O.W. = 4871.01
STA = 58+28.50
T.O.W. = 4866.47
STA = 58+34.21
T.O.W. = 4866.49
STA = 58+41.42
T.O.W. = 4871.10 STA = 59+00.99
T.O.W. = 4871.37
ST
A
:
5
9
+
0
1
.
2
1
16
"
C
O
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N
E
C
T
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.
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A
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N
ST
A
:
5
8
+
1
2
.
5
2
(
L
T
2
.
0
7
)
16
"
B
U
T
T
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R
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Y
V
A
L
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E
ST
A
:
5
8
+
0
9
.
5
2
(
L
T
2
.
0
7
)
16
"
x
6
"
W
A
T
E
R
T
E
E
EX 14" WATER MAIN
ST
A
:
5
4
+
5
4
.
9
1
(
L
T
2
.
0
7
)
16
"
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6
"
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A
T
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R
T
E
E
ST
A
:
5
8
+
2
1
.
5
2
(
L
T
2
.
0
9
)
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
2
6
.
5
2
(
L
T
2
.
0
8
)
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
3
6
.
5
2
(
L
T
2
.
0
6
)
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
4
1
.
5
2
(
L
T
2
.
0
5
)
16
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
5
8
+
8
5
.
3
2
(
L
T
2
.
0
7
)
16
"
x
1
1
.
2
5
°
H
O
R
I
Z
O
N
T
A
L
.
B
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D
GR
A
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A
K
S
T
A
=
5
3
+
2
3
.
6
8
CL
E
L
E
V
=
4
8
7
8
.
0
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
6
+
0
0
.
0
0
CL
E
L
E
V
=
4
8
7
6
.
6
5
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
8
+
3
8
.
1
2
CL
E
L
E
V
=
4
8
7
8
.
2
1
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
9
+
0
8
.
0
0
CL
E
L
E
V
=
4
8
7
8
.
8
2
-0.50%0.50%1.50%
-0.50%0.65%
ST
A
:
5
5
+
9
9
.
9
9
(
L
T
2
6
.
5
0
SD
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E
T
-
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M
:
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8
7
6
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0
4
IN
V
O
U
T
:
4
8
7
3
.
0
4
-
1
2
"
(
S
)
↕ 3.00' (SD)
↕ 19.36' (SS)
360.88' of 12" S.S. @ 0.22%
ST
A
:
5
5
+
3
6
.
1
1
,
(
L
T
1
7
.
0
8
)
SS
M
H
-
1
RI
M
:
4
8
7
6
.
6
3
IN
V
I
N
:
4
8
5
7
.
3
7
-
1
2
"
(
E
)
IN
V
I
N
:
4
8
5
7
.
7
0
-
8
"
(
N
)
IN
V
I
N
:
4
8
5
7
.
7
0
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
7
.
2
7
-
1
2
"
(
W
)
280.08' of 12" S.S. @ 0.22%
ST
A
:
5
8
+
9
8
.
5
8
(
L
T
4
.
8
3
)
16
"
x
1
1
.
2
5
°
H
O
R
I
Z
O
N
T
A
L
.
B
E
N
D
MOODY RD PLAN AND PROFILE 3
STATION
PROPOSED SURFACEEXISTING SURFACE
6' SEPARATION
MINIMUM
ST
A
:
5
5
+
2
4
.
1
1
(
L
T
2
.
0
7
)
16
"
X
8
"
C
R
O
S
S
16" DI WATER MAIN - 1805 TOTAL LF FROM STATION 41+00 - 59+00
ST
A
:
5
9
+
0
0
.
0
8
(
L
T
4
.
8
3
)
16
"
T
O
1
4
"
R
E
D
U
C
E
R
48" IRRIGATION PIPING
3' SEPARATION
MINIMUM
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to
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to
p
t
o
p
t
o
p
to
p
to
p
to
p
t
o
p
w
5'
5'4878
4878
4
8
7
7
4877
4
8
7
7
4
8
7
6
48
7
6
48
7
7
48
7
7
4877
4
8
7
6
5.
5
'
15
'
P.
U
.
E
.
R30
'
R23.
5
'
R18
.
5
'
11.4'
11
.
5
'
4.5'
9
.
1
'
7.7'
6.
5
'
5'
6'
6.5
'
5'
R
3
0
'
10'7.
1
'
11.2'
9.8'
11'1
0
.
9
'
3'8.7
'
6.
5
'
6.9'
7.2
'
8
.
4
'
9.5
'
7
.
7
'
6.
8
'
8
.
8
'
30'
5'
8.8
'
6.
5
'
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
s ssssss
53+00 54+00 55+00 56+00 57+00 58+00
59+00
SD
IR
IR
IR
R
8'
'
W
8'
'
W
SD
S
e fo
BEL BEL BEL BEL
BE
L
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BF
O
BF
O
DTBC: 4877.39
TBC: 4877.24
DTBC: 4877.69
TOC: 4877.74
TOC: 4877.81
TOC: 4877.96
TOC: 4877.89
TBC: 4877.90
EX. SSMH
SS PLUG 4
RIM: 4876.63
INV OUT: 4857.85 8" (S)
SSMH - 1
SS PLUG 3
RIM: 4861.48
INV OUT: 4857.94 8" (N)
12" S.S.12" S.S.
37LF OF 8" S.S. @ 0.40%
61LF OF 8" S.S. @ 0.40%
TOA:4876.95
TBC: 4876.95
DTBC: 4876.45
DTBC: 4876.27
TBC: 4876.71
TOA:4876.77
8
.
8
'
48'
8.9
'
6.
5
'
174.4'
6.
3
'
181.5'
6.
2
'
46
.
1
'
52
.
4
'
29
'
29
'
TOA:4876.59
TOA:4876.72
STA: 55+99.99
SDMH-P
RIM: 4876.70
INV IN: 4872.99 12" (N)
INV OUT: 4872.89 12" (E)
STA: 55+99.99
SDMH-O
RIM: 4876.56
INV IN: 4872.99 12" (S)
INV OUT: 4872.89 12" (E)
STA: 55+99.99
SD INLET-P
RIM: 4876.04
INV OUT: 4873.04 12" (S)
STA: 55+99.99
SD INLET-O
RIM: 4876.04
INV OUT: 4873.04 12" (N)
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
0.5%0.7%
2
.
1
%
2
.
1
%
2.
1
%
2
.
1
%
1.8%
4877
4877 4877
4877 4878
4878
4878
TOC: 4877.48
TOC: 4877.41
FLANGE ELEVATION:
4877.39
FLANGE ELEVATION:
4878.03
25
.
9
'
15
'
30
.
3
'
TOA:4876.15
TBC: 4876.51
TBC: 4876.51
TOA:4876.15
2.
1
%
1
.
3
%
R2
3
.
5
'
R18.5'
R
1
8
.
5
'
TOG:4876.04
TOA:4876.65
TOG:4876.07
2.
0
%
2.
0
%
12'
11.4'
6'6'
TOA:4876.36
TOA:4876.57
TOA:4876.39
7.
7
%
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
40+25
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.2_MOODY RD P&P 3.dwg - C.5.2 MOODY RD P&P 3 - 2/16/2024 11:27am, tyler.melander
1 5
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2 3 4
21
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4
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(2
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2
2
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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
SN
0 30'60'
HRZ SCALE: 1" = 30'
VRT SCALE:
SHEET C.4.4
SH
E
E
T
C
.
5
.
1
2N
D
E
A
S
T
C.9.0
4
51
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7
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15
C.5.2
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
5555
53
52
54
54
52
36
35
54
54
42
38
46
3843 43 43 47 47
45
52
40
52
40
4145
66
67
68
68
66
67
67
67
05
INLET AND INFILTRATOR TO BE
INSTALLED BY JEROME BOWEN
CURB & GUTTER, & APPROACH TO BE
INSTALLED BY JEROME BOWEN
41
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
CONTRACTOR TO COORDINATE
IMPROVEMENTS OUTSIDE
PERSPECTIVE EASEMENT WITH
LAND OWNER
TYPICAL SECTION 4:
SEE STATION 51+07 THROUGH 59+00
MOODY ST
41
41
ALL IRRIGATION DETAILS SHOWN
ON SHEET C.10.0 - C.10.5
02/16/24
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
El
e
v
a
t
i
o
n
4850
4860
4870
4880
4890
60+60 61+00 62+00 63+00 64+00 65+00 66+00 67+00
61+00
48
7
8
.
0
6
48
7
6
.
8
3
62+00
48
7
7
.
5
0
48
7
6
.
2
4
63+00
48
7
6
.
9
4
48
7
6
.
3
8
64+00
48
7
6
.
7
7
48
7
6
.
4
9
65+00
48
7
7
.
2
7
48
7
6
.
6
9
66+00
48
7
7
.
1
7
48
7
6
.
7
0
67+00
48
7
6
.
5
2
48
7
6
.
9
2
STA = 61+01.80
T.O.W. = 4872.05
ST
A
:
6
1
+
0
4
.
1
1
(
L
T
5
.
9
5
)
12
"
X
6
"
T
E
E
ST
A
:
6
1
+
0
9
.
7
4
(
L
T
6
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
0.50%
0.50%-0.50%
-0.65%
-0.56%
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
0
+
9
9
.
0
0
CL
E
L
E
V
=
4
8
7
8
.
0
6
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
3
+
6
3
.
4
8
CL
E
L
E
V
=
4
8
7
6
.
5
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
4
+
8
8
.
5
4
CL
E
L
E
V
=
4
8
7
7
.
2
2
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
5
+
9
2
.
5
5
CL
E
L
E
V
=
4
8
7
7
.
2
2
↕ 3.00' (SD)
ST
A
:
4
3
+
6
6
.
8
3
(
L
T
1
6
4
7
.
3
4
SD
I
N
L
E
T
-
Q
RI
M
:
4
8
7
5
.
9
8
IN
V
O
U
T
:
4
8
7
2
.
9
8
-
1
2
"
(
N
)
↕ 12.02' (SS)↕ 11.78' (SS)↕ 13.48' (SS)
204.29' of 8" S.S. @ 0.40%
ST
A
:
6
5
+
4
3
.
5
3
,
(
R
T
6
.
0
0
)
SS
M
H
-
1
1
RI
M
:
4
8
7
7
.
4
2
IN
V
I
N
:
4
8
6
4
.
0
4
-
8
"
(
N
)
IN
V
I
N
:
4
8
6
4
.
0
4
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
6
3
.
9
4
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
6
3
.
9
4
-
8
"
(
E
)
220.77' of 8" S.S. @ 0.40%
ST
A
:
6
3
+
2
2
.
7
6
,
(
R
T
5
.
9
1
)
SS
M
H
-
1
8
RI
M
:
4
8
7
6
.
7
0
IN
V
I
N
:
4
8
6
5
.
0
2
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
6
4
.
9
2
-
8
"
(
E
)
216.77' of 8" S.S. @ 0.40%
ST
A
:
6
1
+
0
5
.
9
9
,
(
R
T
5
.
8
2
)
SS
M
H
-
1
9
RI
M
:
4
8
7
7
.
9
1
IN
V
I
N
:
4
8
6
5
.
9
9
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
6
5
.
8
9
-
8
"
(
E
)
4.00' of 8" S.S. @ 0.40%
ST
A
:
6
1
+
0
1
.
9
9
,
(
R
T
5
.
8
1
)
SS
P
L
U
G
2
RI
M
:
4
8
7
7
.
9
3
IN
V
O
U
T
:
4
8
6
6
.
0
1
-
8
"
(
E
)
ST
A
:
6
1
+
0
1
.
8
2
(
L
T
5
.
9
5
)
12
"
P
L
U
G
ST
A
:
6
5
+
3
1
.
5
3
(
L
T
5
.
8
9
)
12
"
X
1
2
"
C
R
O
S
S
ST
A
:
6
4
+
2
6
.
8
4
(
L
T
6
.
0
0
)
12
"
X
6
"
T
E
E
ST
A
:
6
5
+
2
1
.
5
3
(
L
T
5
.
8
9
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
6
5
+
4
1
.
5
3
(
L
T
5
.
8
9
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
12" DI WATER MAIN - 1870 TOTAL LF FROM STATION 61+00 - 79+75
TETON RIVER TEMPLE STREET PROFILE 1
STATION
EXISTING SURFACE
PROPOSED SURFACE
6' SEPARATION
MINIMUM
0.7%
0.7%
0.1%
1
.
2
%
2.
1
%
2
.
1
%
2
.
1
%
2.1
%
2
.
1
%
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
S SS SS
SS SS SS
61+00 62+00 63+00 64+00 65+00 66+00 67+00
SD
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
SS SS SSS
SS
SSS
efo
efo
BELBELBELBELBELBEL
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BE
L
BE
L
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
SD
SD
5'
5'
12
'
15
'
P
.
U
.
E
.
15
'
P
.
U
.
E
.
R
2
3
.
5
'
R18.5'
R
1
8
.
5
'
R30
'
R23
.
5
'
R1
8
.
5
'
R18.5'
R
2
3
.
5
'
R
1
8
.
5
'
R18.5'R23
.
5
'
R18.5'
R1
8
.
5
'
15
'
5
'
5'
6
.
5
'
6
.
5
'
6.
5
'
8.4'
8
.
4
'
6.
5
'
6.5'
8.4'
8.4
'
6.5'
1
5
'
5'
5'
8.4'
6.5'
6.5'
8.
4
'
8.4'6.5
'
6.5
'
6.5'
6.
5
'
6.
5
'
8
.
4
'
6.5
'
6.5
'
8.4'
8.
4
'
6.5'
6.5'
8.4'
1
5
'
5'
5'
6.5'
15'
5
'
5'
6.5'
6.
5
'
8
.
4
'
8.4'
6
.
5
'
6
.
5
'
8.4
'
6.
5
'
6.5'
8
.
4
'
R3
0
'
15'P.U.E.
15
'
P
.
U
.
E
.
R30'
8.4'
12
'
SS PLUG 2
SSMH - 19
SSMH - 11
SSMH - 18
8" S.S.8" S.S.8" S.S.
4877
487
7
4877
4877
48
7
7
4876
48
7
7
2.
1
%
2
.
1
%
2.
1
%
2
.
1
%
2.
1
%
1.3
%
1.2
%
24
'
24
'
TOA:4876.72 TOA:4876.72
TOA:4877.47
TOA:4877.01 TOA:4877.01
TOA:4877.36
6.
2
'
167.3'
6.
3
'
117.5'
STA: 43+66.84
SDMH-Q
RIM: 4876.50
INV IN: 4872.93 12" (S)
INV OUT: 4872.83 12" (NW)
STA: 63+63.48
SDMH-R
RIM: 4876.50
INV IN: 4872.93 12" (N)
INV OUT: 4872.83 12" (E)
STA: 43+66.83
SD INLET-Q
RIM: 4875.98
INV OUT: 4872.98 12" (N)
STA: 63+63.48
SD INLET-R
RIM: 4875.98
INV OUT: 4872.98 12" (S)
5LF OF 12" S.D. @ 1.00%
6LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
0.6%0.5%0.6%
25
'
FLANGE ELEVATION:
4878.03 FLANGE ELEVATION:
4876.90
TBC: 4876.44
TOA:4876.09
TBC: 4876.44
TOA:4876.09
25
'
34
'
TOG: 4876.00
TOA:4876.59
TOG: 4876.00
25
'
34
'
1.0
%
0.
5
%
1
.
0
%
0.
7
%
1.2%1.2%
4
8
7
7
48
7
7
4
8
7
7
4
8
7
7
48
7
7
4
8
7
7
48
7
6
2.
0
%
2.
0
%
4850
4860
4870
4880
4890
80+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.0_TETON RIVER TEMPLE ST P&P 1.dwg - C.6.0 TETON RIVER TEMPLE ST P&P 1 - 2/15/2024 03:52pm, Nick.Croft
1 5
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#
2 3 4
21
9
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I
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
SHEET C.8.1
SH
E
E
T
C
.
6
.
1
TETON RIVER TEMPLE ST.
WE
S
T
C
H
U
R
C
H
D
R
.
C.9.0
6
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
TE
T
O
N
R
I
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E
R
T
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M
P
L
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S
T
P
&
P
1
TE
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T
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M
P
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F
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T
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X
B
U
R
G
,
I
D
A
H
O
16
C.6.0
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
04
02
02
02
02
02
0403
02
02
02
03
48
49
38
37
38
49
49
41
41
3737
54
53
53
53
52 52 52
SHEET C.8.0
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
67
66
68
67
66
67
68
67
INFILTRATOR DETAILS SHOWN
ON SHEET C.6.1
INFILTRATOR DETAILS SHOWN
ON SHEET C.6.1
SEE TEMPORARY TURNAROUND
ON SHEET C.9.1 FOR
ALTERNATE DEAD END
INFILTRATOR DETAILS SHOWN
ON SHEET C.8.0
02/16/24
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
Station
STREET A PROFILE
67+00 68+00 69+00 70+00 71+00 72+00 73+00
67+00
48
7
6
.
5
2
48
7
6
.
9
2
68+00
48
7
6
.
3
6
48
7
7
.
0
6
69+00
48
7
6
.
8
9
48
7
7
.
1
5
70+00
48
7
7
.
4
1
48
7
7
.
0
7
71+00
48
7
7
.
9
4
48
7
7
.
5
0
72+00
48
7
8
.
4
7
48
7
7
.
4
7
73+00
48
7
8
.
4
7
48
7
7
.
5
5
STA = 67+58.55
T.O.W. = 4870.14 ST
A
=
7
2
+
4
4
.
3
3
T.
O
.
W
.
=
4
8
7
0
.
4
6
ST
A
:
7
2
+
4
4
.
0
0
(
L
T
6
.
0
0
)
12
"
T
E
E
ST
A
:
7
2
+
3
4
.
0
0
(
L
T
6
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
7
2
+
5
4
.
0
0
(
L
T
6
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
0.50%-0.50%
-0.65%
0.53%GR
A
D
E
B
R
E
A
K
S
T
A
=
6
7
+
5
8
.
5
5
CL
E
L
E
V
=
4
8
7
6
.
1
4
GR
A
D
E
B
R
E
A
K
S
T
A
=
7
1
+
9
2
.
5
3
CL
E
L
E
V
=
4
8
7
8
.
4
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
7
3
+
0
7
.
5
3
CL
E
L
E
V
=
4
8
7
8
.
4
3
↕ 3.00' (SD)
ST
A
:
6
7
+
5
8
.
5
5
(
L
T
2
6
.
5
0
SD
I
N
L
E
T
-
U
RI
M
:
4
8
7
5
.
5
3
IN
V
O
U
T
:
4
8
7
2
.
5
3
-
1
2
"
(
N
)
↕ 13.07' (SS)
↕ 15.07' (SS)
↕ 18.06' (SS)
ST
A
:
7
2
+
5
6
.
0
0
,
(
R
T
6
.
0
0
)
SS
M
H
-
1
5
RI
M
:
4
8
7
8
.
6
2
IN
V
I
N
:
4
8
6
0
.
8
8
-
8
"
(
W
)
IN
V
I
N
:
4
8
6
0
.
8
8
-
8
"
(
E
)
IN
V
O
U
T
:
4
8
6
0
.
5
5
-
1
2
"
(
S
)
290.13' of 8" S.S. @ 0.40%
ST
A
:
6
9
+
6
5
.
8
7
,
(
R
T
6
.
0
0
)
SS
M
H
-
1
6
RI
M
:
4
8
7
7
.
1
1
IN
V
I
N
:
4
8
6
2
.
1
4
-
8
"
(
W
)
IN
V
I
N
:
4
8
6
2
.
1
4
-
8
"
(
N
)
IN
V
O
U
T
:
4
8
6
2
.
0
4
-
8
"
(
E
)
218.05' of 8" S.S. @ 0.40%
ST
A
:
6
7
+
4
7
.
8
2
,
(
R
T
6
.
0
0
)
SS
M
H
-
1
7
RI
M
:
4
8
7
6
.
0
9
IN
V
I
N
:
4
8
6
3
.
1
2
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
6
3
.
0
2
-
8
"
(
E
)
204.29' of 8" S.S. @ 0.40%
TETON RIVER TEMPLE STREET PROFILE 2
STATION
ST
A
:
6
9
+
5
3
.
9
2
(
L
T
5
.
9
9
)
12
"
X
8
"
T
E
E
ST
A
:
6
9
+
1
8
.
0
4
(
L
T
6
.
0
0
)
12
"
X
6
"
T
E
E
12" DI WATER MAIN - 1870 TOTAL LF FROM STATION 61+00 - 79+75
EXISTING SURFACEPROPOSED SURFACE
6' SEPARATION
MINIMUM
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00
4
8
7
7
48
7
7
4877
48
7
7
48
7
7
48
7
7
4
8
7
7
0.7%
2.
1
%
2
.
1
%
2
.
1
%
2.
1
%
2.
1
%
2.
1
%
1
.
8
%
0.5%
0.0%
1
.
2
%
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
S
S SS
SS
SS SS SS SSSSSSSSSS
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00
SD
SD 8'
'
W
S S S
e
fo
e
fo
efo
BELBELBELBELBELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO
BE
L
BF
O
BF
O
BE
L
BE
L
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
6'
TBC: 4876.96
DTBC:4876.65DTBC:4876.52
TOA:4876.81TOA:4876.61
TOC: 4877.15
TOC: 4877.23TOC: 4877.09
TOC: 4877.01
TBC: 4877.16
6.
5
'
26'
8.8
'
8
.
8
'
6.
5
'
5'
5'
12
'
5'
15
'
P
.
U
.
E
.
15
'
P
.
U
.
E
.
5'
6'
5'6.
5
'
5'
6.
5
'
TOC: 4878.49
TOC: 4878.41
TOC: 4878.47
TOC: 4878.39
TOC: 4878.37 TOC: 4878.57
TOC: 4878.50
TBC: 4878.40
TOA:4878.05
DTBC:4877.89
TOA:4878.02DTBC:4877.84
TOA:4877.99
TBC: 4878.31
TOA:4877.96
TOC: 4878.44
8'6'
TOG:4875.53
TOG:4875.53
TOA:4878.15
TOA:4878.72
TOA:4878.15
TOA:4878.22
TOC: 4878.57
TOC: 4878.50
TOC: 4878.44
TOC: 4878.36
TOC: 4878.39 TOC: 4878.49
TOC: 4878.41
TBC: 4878.31
TOA:4877.96
DTBC:4877.86
TOA:4877.99
DTBC:4877.86
TOA:4878.01
TBC: 4878.40
TOA:4878.04
TOC: 4878.46
6'
6'
6'6'
6.
5
'
5'5'
R2
3
.
5
'
R18.5'
R1
8
.
5
'
R30
'
R
3
0
'
R
2
3
.
5
'
R
1
8
.
5
'
R18.5'
6.
5
'
8
.
4
'
6.5
'
6.5
'
8.4'
8.
4
'
6.5'
6.5'
8.4'
6.5'
5'
1
5
'
5'
6.5'8.4'
5'
15'
6.5'
6.
5
'
8
.
4
'
8.4'
6
.
5
'
6
.
5
'
8.4
'
5
'
6.
5
'
12
'12
'
SSMH - 15
SS PLUG 13
RIM: 4865.91
INV OUT: 4862.39 8" (S)
SSMH - 16
SSMH - 178" S.S.8" S.S.8" S.S.
49LF OF 8" SS @ 0.50%
45
'
0.5%
4877
4878
4876
4876
4877
487
7
6.
3
'
160.2'
6.
3
'
124.6'
124.6'
6.
3
'
STA: 67+58.55
SDMH-U
RIM: 4876.05
INV IN: 4872.48 12" (S)
INV OUT: 4872.38 12" (NW)
STA: 67+58.55
SDMH-V
RIM: 4876.05
INV IN: 4872.48 12" (N)
INV OUT: 4872.38 12" (E)
INV OUT: 4872.38 12" (W)
STA: 67+58.55
SD INLET-U
RIM: 4875.53
INV OUT: 4872.53 12" (N)
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
6LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
STA: 67+58.55
SD INLET-V
RIM: 4875.53
INV OUT: 4872.53 12" (S)
25
'
12
'
34
'
0.5%
25
'
2.
0
%
2.
0
%
1.2
%
2.
0
%
TOA:4875.64
TBC: 4875.99
TOA:4875.64
TBC: 4875.99
TOA:4876.14
33
.
6
'
24
'
12'25
'
0.5%
34
'
12'
El
e
v
a
t
i
o
n
4850
4860
4870
4880
4890
60+60
4.00' of 8" S.S. @ 0.40%
4850
4860
4870
4880
4890
80+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.1_TETON RIVER TEMPLE ST P&P 2.dwg - C.6.1 TETON RIVER TEMPLE ST P&P 2 - 2/15/2024 03:57pm, Nick.Croft
1 5
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2 3 4
21
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8
3
4
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2
(2
0
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)
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
SN
SH
E
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T
C
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6
.
2
TETON RIVER TEMPLE ST.SH
E
E
T
C
.
6
.
0
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
C.9.0
6
66
67
67
68
0 30'60'
SCALE: 1" = 30'
02
ID
-
6
1
7
7
-
2
2
CJ
F
TL
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CJ
F
02
/
1
6
/
2
0
2
4
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2
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17
C.6.1
SHEET C.7.0
37
51
45
52
40
49
50
49
37
41
37
38
52
53
52 53 52
53
54
52
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
TE
M
P
L
E
V
I
E
W
D
R
.
INFILTRATOR DETAILS
SHOWN ON SHEET C.6.2
0202
02
02 02
67
67
67
68
66
INFILTRATOR DETAILS
SHOWN ON SHEET C.6.2
41
02/16/24
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
72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00
72+00
48
7
8
.
4
7
48
7
7
.
4
7
73+00
48
7
8
.
4
7
48
7
7
.
5
5
74+00
48
7
7
.
9
7
48
7
7
.
7
1
75+00
48
7
8
.
2
5
48
7
7
.
6
5
76+00
48
7
8
.
8
1
48
7
7
.
7
8
77+00
48
7
9
.
3
8
48
7
7
.
8
8
78+00
48
7
9
.
9
4
48
7
7
.
6
4
79+00
48
8
0
.
7
6
48
8
0
.
7
6
ST
A
=
7
2
+
4
4
.
3
3
T.
O
.
W
.
=
4
8
7
0
.
4
6
STA = 74+26.09
T.O.W. = 4870.44
STA = 78+21.35
T.O.W. = 4872.53
STA = 78+27.75
T.O.W. = 4868.46
STA = 78+36.03
T.O.W. = 4868.50
STA = 78+41.35
T.O.W. = 4872.63 ST
A
=
7
9
+
6
5
.
1
5
T.
O
.
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.
=
4
8
7
3
.
2
9
ST
A
:
7
2
+
4
4
.
0
0
(
L
T
6
.
0
0
)
12
"
T
E
E
ST
A
:
7
8
+
0
9
.
6
6
(
L
T
6
.
0
0
)
12
"
X
6
"
T
E
E
ST
A
:
7
8
+
1
2
.
6
6
(
L
T
6
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
7
9
+
6
4
.
9
9
(
L
T
6
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0
0
)
12
"
P
L
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G
ST
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:
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8
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2
1
.
4
9
(
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T
6
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0
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12
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x
4
5
°
V
E
R
T
.
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N
D
ST
A
:
7
8
+
2
6
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4
9
(
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T
6
.
0
0
)
12
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
7
8
+
3
6
.
4
9
(
L
T
6
.
0
0
)
12
"
x
4
5
°
V
E
R
T
.
B
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N
D
ST
A
:
7
8
+
4
1
.
4
9
(
L
T
6
.
0
0
)
12
"
x
4
5
°
V
E
R
T
.
B
E
N
D
ST
A
:
7
9
+
6
1
.
9
8
(
L
T
6
.
0
0
)
12
"
x
6
"
W
A
T
E
R
T
E
E
ST
A
:
7
2
+
3
4
.
0
0
(
L
T
6
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
7
2
+
5
4
.
0
0
(
L
T
6
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
0.50%1.80%
-0.50%
0.50%-0.50%
0.56%
GR
A
D
E
B
R
E
A
K
S
T
A
=
7
1
+
9
2
.
5
3
CL
E
L
E
V
=
4
8
7
8
.
4
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
7
3
+
0
7
.
5
3
CL
E
L
E
V
=
4
8
7
8
.
4
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
7
4
+
2
6
.
0
6
CL
E
L
E
V
=
4
8
7
7
.
8
4
GR
A
D
E
B
R
E
A
K
S
T
A
=
7
8
+
5
0
.
0
0
CL
E
L
E
V
=
4
8
8
0
.
2
2
GR
A
D
E
B
R
E
A
K
S
T
A
=
7
9
+
0
7
.
9
9
CL
E
L
E
V
=
4
8
8
0
.
9
1
↕ 3.00' (SD)
ST
A
:
7
4
+
2
6
.
0
6
(
L
T
2
6
.
5
0
SD
I
N
L
E
T
-
W
RI
M
:
4
8
7
7
.
2
3
IN
V
O
U
T
:
4
8
7
4
.
2
3
-
1
2
"
(
N
)
↕ 18.06' (SS)↕ 16.32' (SS)
ST
A
:
7
5
+
3
0
.
0
9
,
(
R
T
6
.
0
0
)
SS
M
H
-
1
4
RI
M
:
4
8
7
8
.
3
0
IN
V
I
N
:
4
8
6
2
.
0
8
-
8
"
(
N
)
IN
V
O
U
T
:
4
8
6
1
.
9
8
-
8
"
(
W
)
274.09' of 8" S.S. @ 0.40%
ST
A
:
7
2
+
5
6
.
0
0
,
(
R
T
6
.
0
0
)
SS
M
H
-
1
5
RI
M
:
4
8
7
8
.
6
2
IN
V
I
N
:
4
8
6
0
.
8
8
-
8
"
(
W
)
IN
V
I
N
:
4
8
6
0
.
8
8
-
8
"
(
E
)
IN
V
O
U
T
:
4
8
6
0
.
5
5
-
1
2
"
(
S
)
48" IRRIGATION PIPING
3' SEPARATION
MINIMUM
ST
A
:
7
5
+
4
2
.
0
9
(
L
T
6
.
0
0
)
12
"
X
8
"
T
E
E
ST
A
:
7
4
+
9
6
.
0
2
(
L
T
6
.
0
0
)
12
"
X
6
"
T
E
E
TETON RIVER TEMPLE STREET PROFILE 3
STATION
12" DI WATER MAIN - 1870 TOTAL LF FROM STATION 61+00 - 79+75
EXISTING SURFACE
PROPOSED SURFACE
6' SEPARATION
MINIMUM
g
g
g
g
g
g
g
g
to
e
to
e
to
e
to
e
to
e
to
e
to
e
to
e
pp
pppp
72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00
0.6%
0.6%
2.
1
%
2
.
1
%
2.
1
%
2
.
1
%
2.
1
%
20LF OF 12" S.D. @ 1.00%
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
SSSSSSSS
SS
SS
72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00
SD
SD
SD
IR
IR
R
IR
IR
R
8'
'
W
S S
efo
e
fo
e
fo
BE
L
BF
O
BF
O
BE
L
BE
L
BE
L
BEL
BEL
BELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO BFO BFO BFO BFO BFO BFO
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
R30'
5'
R3
0
'
R
3
0
'
R
2
3
.
5
'
R
1
8
.
3
'
R18.7'
6.
5
'
TBC: 4878.22 TBC: 4878.43
TOA:4879.73
TOA:4879.65
TOA:4877.86 TOA:4878.08
TOC: 4878.27
TOC: 4878.35 TOC: 4878.42
TOC: 4878.49
DTBC:4877.92DTBC:4877.77
TOG: 4877.28
TOG: 4877.25
TBC: 4877.69
5'
6.
5
'
5'
5'
5'
15
'
P
.
U
.
E
.
5
'
8.7'
7.
6
'
23'
8.1'
8
.
8
'
5.7'
6.
5
'
5'
7
.
6
'
9.7'
1
0
.
2
'
10.2'
7.1
'
6.8'
5
'
14
.
5
'
11.1'
8.7
'
9.
3
'
8
.
3
'
6.5'6.9'
6.
5
'
R23.
5
'
15
'
P
.
U
.
E
.
8
.
8
'
8.8
'
11
.
5
'
26'
6.
5
'
TOA:4877.89 TOA:4878.04
24
'
24
'
24
'
12
'
SSMH - 15 SSMH - 14
SS PLUG 15
RIM: 4877.80
INV OUT: 4862.32 8" (S)
61LF OF 8" SS @ 0.40%
8" S.S.
48
.
5
'
STA: 74+26.07
SDMH-W
RIM: 4877.75
INV IN: 4874.18 12" (S)
INV OUT: 4874.08 12" (NW)
STA: 74+26.06
SDMH-X
RIM: 4877.74
INV IN: 4874.18 12" (N)
INV OUT: 4874.08 12" (W)
INV OUT: 4874.08 12" (E)
STA: 74+26.06
SD INLET-W
RIM: 4877.23
INV OUT: 4874.23 12" (N)
STA: 74+26.06
SD INLET-X
RIM: 4877.23
INV OUT: 4874.23 12" (S)
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
20LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
6LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
0.6%0.5%
6.
2
'
245.6'
TBC: 4877.69
4
8
7
8
4
8
7
8
4
8
7
8
4
8
7
8
4
8
7
8
4878
4878
4878
4878
4879
4879
4879
4
8
8
0
48
8
0
4880
6.
3
'
110.4'131.7'
6.
3
'
FLANGE ELEVATION:
4878.22 FLANGE ELEVATION:
4879.98
2.8%
2.6%
25
'
12
'
TOA:4877.34
TOA:4877.84
TOA:4877.34
34
'
25
'
12'
2.
0
%
2.
0
%
4850
4860
4870
4880
4890
60+60
4.00' of 8" S.S. @ 0.40%
4850
4860
4870
4880
4890
80+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.2_TETON RIVER TEMPLE ST P&P 3.dwg - C.6.2 TETON RIVER TEMPLE ST P&P 3 - 2/15/2024 04:03pm, Nick.Croft
1 5
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2 3 4
21
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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
SN
SHEET C.4.2
SH
E
E
T
C
.
6
.
1
TETON RIVER TEMPLE ST.
SHEET C.4.1
2N
D
E
A
S
T
66
67
67
68
66
67
67
68
52
38
0 30'60'
SCALE: 1" = 30'
49
36
C.9.0
6
02
02
02
02
56 56 04
03
ID
-
6
1
7
7
-
2
2
CJ
F
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,
I
D
A
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18
C.6.2
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
38
37 51
45
52
37
40
38
54
52
53
67
41
SHEET C.7.0
41
INFILTRATOR DETAILS
SHOWN ON SHEET C.4.1
37
SEE SHEET C.6.1
FOR SIDEWALK
RAMP ELEVATIONS
53
49
50
49
41
02/16/24
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
4840
4850
4860
4870
4880
4890
80+50 81+00 82+00 83+00 84+00 85+00 86+00 87+00
81+00
48
7
8
.
6
5
48
7
7
.
4
2
82+00
48
7
8
.
1
5
48
7
7
.
4
1
83+00
48
7
7
.
6
5
48
7
7
.
2
1
84+00
48
7
7
.
1
5
48
7
7
.
0
9
85+00
48
7
6
.
6
5
48
7
6
.
8
4
86+00
48
7
6
.
1
5
48
7
6
.
8
3
87+00
48
7
6
.
1
4
48
7
6
.
7
8
STA = 80+80.04
T.O.W. = 4872.64
STA = 86+51.11
T.O.W. = 4869.89
-0.50%
0.50%
-0.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
8
0
+
8
6
.
4
1
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E
L
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=
4
8
7
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8
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8
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.
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9
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(
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T
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.
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7
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4
8
7
5
.
2
8
IN
V
O
U
T
:
4
8
7
2
.
2
8
-
1
2
"
(
W
)
↕ 3.00' (SD)
↕ 17.36' (SS)
↕ 17.28' (SS)
↕ 18.06' (SS)
ST
A
:
8
0
+
9
2
.
4
1
,
(
L
T
6
.
0
0
)
SS
M
H
-
1
5
RI
M
:
4
8
7
8
.
6
2
IN
V
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N
:
4
8
6
0
.
8
8
-
8
"
(
W
)
IN
V
I
N
:
4
8
6
0
.
8
8
-
8
"
(
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)
IN
V
O
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T
:
4
8
6
0
.
5
5
-
1
2
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(
S
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297.20' of 12" S.S. @ 0.22%
ST
A
:
8
3
+
8
9
.
6
1
,
(
L
T
6
.
0
0
)
SS
M
H
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2
3
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M
:
4
8
7
7
.
0
8
IN
V
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N
:
4
8
5
9
.
9
0
-
1
2
"
(
N
)
IN
V
I
N
:
4
8
6
0
.
2
3
-
8
"
(
E
)
IN
V
I
N
:
4
8
6
0
.
2
3
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
5
9
.
8
0
-
1
2
"
(
S
)
360.09' of 12" S.S. @ 0.22%
ST
A
:
8
7
+
4
9
.
7
0
,
(
L
T
6
.
0
0
)
SS
M
H
-
2
2
RI
M
:
4
8
7
6
.
2
7
IN
V
I
N
:
4
8
5
9
.
0
1
-
1
2
"
(
N
)
IN
V
O
U
T
:
4
8
5
8
.
9
1
-
1
2
"
(
S
)
TEMPLE VIEW DR PROFILE 1
STATION
ST
A
:
8
0
+
8
0
.
4
4
(
R
T
6
.
0
2
)
12
"
T
E
E
ST
A
:
8
3
+
3
1
.
5
0
(
R
T
6
.
0
0
)
12
"
X
6
"
T
E
E
ST
A
:
8
4
+
0
1
.
6
1
(
R
T
6
.
0
0
)
12
"
X
8
"
T
E
E
ST
A
:
8
0
+
9
0
.
4
1
(
R
T
6
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
12" DI WATER MAIN - 1630 TOTAL LF FROM STATION 80+75 -
9
7
+
1
4
EXISTING SURFACE
PROPOSED SURFACE
6' SEPARATION
MINIMUM
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
S
SS
SS SS SS SS S
SS
81+00
82+00 83+00 84+00 85+00 86+00 87+00 88+00
PI
:
8
0
+
8
5
.
5
1
SD
SD
8'
'
W
SSSSSSSSSS S
8'
'
W
8'
'
W
S S S
efo
efo
BE
L
BE
L
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO5'
15
'
P
.
U
.
E
.
TBC: 4877.13
TBC: 4876.92
TOC: 4877.05
TOC: 4877.12TOC: 4877.27
TOC: 4877.20
TOA: 4876.60
TOA: 4876.75
DTBC: 4876.95
DTBC: 4877.10
TOA: 4876.78
TOA: 4876.57
TBC: 4877.14
30'
6.
5
'
8
.
8
'
8.8
'
5'
15
'
P
.
U
.
E
15
'
P
.
U
.
E
.
6'
6'
6.5'
5'
5'
5'
6'
5'
5'
6.5'
6'
5'
R23
.
5
'
R1
8
.
5
'
R18.5'
R30
'
15'
5'
5'
8.4'
8.
4
'
6.5'
6.5'
8
.
4
'
8.4'
6.5
'
6.5
'
6.
5
'
6.5'
15' P.U.E.
R
3
0
'
R
2
3
.
5
'
R
1
8
.
5
'
R18.5'
15'
5
'
5'
6.5'
6.
5
'
8.4
'
6
.
5
'
6
.
5
'
8.4'
8
.
4
'
6.
5
'
6.5'
8.4'
46
.
9
'
58
.
9
'
SSMH - 15
SS PLUG 7
RIM: 4877.10
INV OUT: 4860.48 8" (E)
SSMH - 23
SSMH - 22
SS PLUG 8
RIM: 4875.54
INV OUT: 4860.43 8" (W)
12" S.S.12" S.S.
49LF OF 8" SS @ 0.40%
60LF OF 8" SS @ 0.40%
4877
48
7
7
48
7
7
4878
48
7
8
48
7
8
4878
4877 4876
4876
4876
2
.
1
%
2.
1
%
2.
1
%
2
.
1
%
2.
1
%
2.
1
%
2.
1
%
2
.
1
%
1.6
%
STA: 86+51.11
SDMH-Z
RIM: 4875.81
INV IN: 4872.23 12" (E)
INV OUT: 4872.13 12" (NW)
INV OUT: 4872.13 12" (SW)
STA: 86+51.11
SD INLET-Z
RIM: 4875.28
INV OUT: 4872.28 12" (W)
5LF OF 12" S.D. @ 1.00%
161'
5.
5
'
259.8'
6.
3
'
12
'
0.5%0.5%
1.2
%
1
.
2
%
2.0%
24
'
FLANGE ELEVATION: 4877.48
138.8'
6.
2
'
6LF OF 12" S.D. @ 1.00%
6LF OF 12" S.D. @ 1.00%
25
.
2
'
STA: 86+51.11
SD INLET-Y
RIM: 4875.28
INV OUT: 4872.28 12" (E)
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
STA: 86+51.11
SDMH-Y
RIM: 4875.80
INV IN: 4872.23 12" (W)
INV OUT: 4872.13 12" (S)
TOA: 4878.72
TOA: 4878.22
TBC: 4875.75
TOG: 4875.29
TOA: 4875.39
TOA: 4875.39
TOG: 4875.31
TBC: 4875.75
34
'
12
'
TOA: 4875.89 2.
0
%
2.
0
%
4840
4850
4860
4870
4880
4890
98+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.0_TEMPLE VIEW DRIVE P&P 1.dwg - C.7.0 TEMPLE VIEW DR P&P 1 - 2/15/2024 04:08pm, Nick.Croft
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3
4
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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
N
SHEET C.6.1
TE
T
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R
I
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E
R
T
E
M
P
E
S
T
.
SHEET C.6.2
C.9.0
6
0 30'60'
SCALE: 1" = 30'
02
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
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P
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TE
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19
C.7.0
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
02
02
04
03
02
02
02
49
41
50
37
51
45
45
52
38
45
52
40
37
41
SH
E
E
T
C
.
7
.
1
54
54
53
53
52
52
TEMPLE VIEW DR.
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
66
67
6867
53
INFILTRATOR DETAILS
SHOWN ON SHEET C.7.1
67
EL
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O
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55 55 55
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67
68
66
02/16/24
PRE
L
I
M
I
N
A
R
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N
O
T
F
O
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C
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S
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R
U
C
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I
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N
FOR
R
E
V
I
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W
O
N
L
Y
Station
STREET B PROFILE
87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
87+00
48
7
6
.
1
4
48
7
6
.
7
8
88+00
48
7
6
.
6
4
48
7
6
.
6
0
89+00
48
7
6
.
5
3
48
7
6
.
4
4
90+00
48
7
6
.
0
2
48
7
6
.
2
6
91+00
48
7
5
.
5
2
48
7
6
.
2
0
92+00
48
7
5
.
8
7
48
7
5
.
9
7
93+00
48
7
6
.
3
7
48
7
5
.
8
3
94+00
48
7
6
.
8
7
48
7
5
.
8
7
STA = 86+51.11
T.O.W. = 4869.89
ST
A
=
8
8
+
3
9
.
1
1
T.
O
.
W
.
=
4
8
7
0
.
8
3
STA = 91+14.81
T.O.W. = 4869.44
0.50%
0.50%-0.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
8
6
+
5
1
.
1
1
CL
E
L
E
V
=
4
8
7
5
.
8
9
GR
A
D
E
B
R
E
A
K
S
T
A
=
8
8
+
3
9
.
1
1
CL
E
L
E
V
=
4
8
7
6
.
8
3
GR
A
D
E
B
R
E
A
K
S
T
A
=
9
1
+
1
4
.
8
1
CL
E
L
E
V
=
4
8
7
5
.
4
4
GR
A
D
E
B
R
E
A
K
S
T
A
=
9
3
+
0
7
.
4
5
CL
E
L
E
V
=
4
8
7
6
.
4
1
ST
A
:
8
6
+
5
1
.
1
1
(
R
T
2
6
.
4
7
SD
I
N
L
E
T
-
Z
RI
M
:
4
8
7
5
.
2
8
IN
V
O
U
T
:
4
8
7
2
.
2
8
-
1
2
"
(
W
)
ST
A
:
9
1
+
1
4
.
8
1
(
R
T
2
6
.
4
7
SD
I
N
L
E
T
-
B
B
RI
M
:
4
8
7
4
.
8
4
IN
V
O
U
T
:
4
8
7
1
.
8
4
-
1
2
"
(
W
)
↕ 3.00' (SD)
↕ 3.00' (SD)
↕ 17.43' (SS)
↕ 17.36' (SS)
ST
A
:
8
7
+
4
9
.
7
0
,
(
L
T
6
.
0
0
)
SS
M
H
-
2
2
RI
M
:
4
8
7
6
.
2
7
IN
V
I
N
:
4
8
5
9
.
0
1
-
1
2
"
(
N
)
IN
V
O
U
T
:
4
8
5
8
.
9
1
-
1
2
"
(
S
)
380.00' of 12" S.S. @ 0.22%
ST
A
:
9
1
+
2
9
.
7
0
,
(
L
T
6
.
0
0
)
SS
M
H
-
2
1
RI
M
:
4
8
7
5
.
4
0
IN
V
I
N
:
4
8
5
8
.
0
7
-
1
2
"
(
N
)
IN
V
O
U
T
:
4
8
5
7
.
9
7
-
1
2
"
(
S
)
380.00' of 12" S.S. @ 0.22%
TEMPLE VIEW DR PROFILE 2
STATION
ST
A
:
8
9
+
1
1
.
3
7
(
R
T
6
.
0
0
)
12
"
X
6
"
T
E
E
12" DI WATER MAIN - 1630 TOTAL LF FROM STATION 80+75 - 97+1
4
EXISTING SURFACEPROPOSED SURFACE
6' SEPARATION
MINIMUM
12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
S SS SS SS SSSSSSSSSSSS87+00 88+00 89+00 90+00
91+00
92+00 93+00 94+00
SD
SD
SD
SD
SS SS S
efo
efo
BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
4
8
7
6
15
'
P
.
U
.
E
.
15
'
P
.
U
.
E
.
487
6
4876
4876
48
7
6
4876
4876
4876
4876
SSMH - 22
SSMH - 21
12" S.S.12" S.S.
2.
1
%
2
.
1
%
2
.
1
%
2.
1
%
2.
1
%
2
.
1
%
2.
1
%
2.
1
%
2
.
1
%
12
'
STA: 86+51.11
SDMH-Y
RIM: 4875.80
INV IN: 4872.23 12" (W)
INV OUT: 4872.13 12" (S)
STA: 91+14.80
SDMH-BB
RIM: 4875.36
INV IN: 4871.79 12" (E)
INV IN: 4871.63 12" (NW)
INV OUT: 4871.69 12" (SW)
STA: 91+14.80
SDMH-AA
RIM: 4875.35
INV IN: 4871.78 12" (W)
INV OUT: 4871.78 12" (S)
STA: 86+51.11
SD INLET-Y
RIM: 4875.28
INV OUT: 4872.28 12" (E)
STA: 91+14.81
SD INLET-BB
RIM: 4874.84
INV OUT: 4871.84 12" (W)
STA: 91+14.80
SD INLET-AA
RIM: 4874.83
INV OUT: 4871.83 12" (E)
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
6LF OF 12" S.D. @ 1.00%
0.5%0.5%0.5%
6LF OF 12" S.D. @ 1.00%
24
'
6.
3
'
153.1'153.1'
6.
3
'
295.4'
6.
2
'
259.8'
6.
2
'
138.8'
6.
2
'
25
.
2
'
25
.
2
'
34
'
12
'
TBC: 4875.75
TBC: 4875.75
TOA:4875.39
TOG:4875.30
TOG:4875.30
TOA:4875.39
TBC: 4875.30
TBC: 4875.30
TOA:4874.94
TOG:4874.86
TOG:4874.85
TOA:4874.94
TBC: 4876.69
TBC: 4876.69
TOA:4876.33
TOA:4876.33
TOA:4876.83 TOA:4875.44
TOA:4875.89
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
4840
4850
4860
4870
4880
4890
80+50
4840
4850
4860
4870
4880
4890
98+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.1_TEMPLE VIEW DRIVE P&P 2.dwg - C.7.1 TEMPLE VIEW DR P&P 2 - 2/15/2024 04:13pm, Nick.Croft
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DR
A
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N
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E
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#
2 3 4
21
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3
4
0
2
(2
0
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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
N
TEMPLE VIEW DR.
SH
E
E
T
C
.
7
.
2
C.9.0
6
0 30'60'
SCALE: 1" = 30'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
TE
M
P
L
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W
D
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2
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T
S
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U
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G
,
I
D
A
H
O
20
C.7.1
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
SH
E
E
T
C
.
7
.
0
37 37
38
53 53
52
52
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
67
67
67
67
66
66
68
68
EL
E
V
A
T
I
O
N
SEE SHEET C.7.0 FOR
INFILTRATOR LABELS
AND CALLOUTS
67
25
.
2
'
34
'
02/16/24
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
4840
4850
4860
4870
4880
4890
93+00 94+00 95+00 96+00 97+00 98+00
93+00
48
7
6
.
3
7
48
7
5
.
8
3
94+00
48
7
6
.
8
7
48
7
5
.
8
7
95+00
48
7
7
.
3
7
48
7
5
.
6
7
96+00
48
7
7
.
8
7
48
7
5
.
5
2
97+00
48
7
8
.
3
7
48
7
7
.
9
9
ST
A
=
9
7
+
0
5
.
4
6
T.
O
.
W
.
=
4
8
7
2
.
4
0
ST
A
=
9
7
+
2
5
.
3
9
T.
O
.
W
.
=
4
8
7
2
.
1
9
0.50%
0.50%0.50%
GR
A
D
E
B
R
E
A
K
S
T
A
=
9
3
+
0
7
.
4
5
CL
E
L
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V
=
4
8
7
6
.
4
1
GR
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D
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B
R
E
A
K
S
T
A
=
9
6
+
4
7
.
8
4
CL
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L
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V
=
4
8
7
8
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1
1
GR
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B
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K
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=
9
7
+
0
5
.
4
6
CL
E
L
E
V
=
4
8
7
8
.
4
0
↕ 21.70' (SS)
↕ 20.27' (SS)
380.00' of 12" S.S. @ 0.22%
ST
A
:
9
5
+
0
9
.
7
0
,
(
L
T
6
.
0
0
)
SS
M
H
-
2
0
RI
M
:
4
8
7
7
.
3
0
IN
V
I
N
:
4
8
5
7
.
1
3
-
1
2
"
(
N
)
IN
V
I
N
:
4
8
5
7
.
3
0
-
8
"
(
E
)
IN
V
I
N
:
4
8
5
7
.
3
0
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
5
7
.
0
3
-
1
2
"
(
S
)
178.66' of 12" S.S. @ 0.22%
ST
A
:
5
2
+
5
6
.
0
3
,
(
L
T
1
7
.
0
8
)
SS
M
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2
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:
4
8
7
8
.
2
4
IN
V
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:
4
8
5
6
.
6
4
-
1
2
"
(
E
)
IN
V
I
N
:
4
8
5
6
.
6
4
-
1
2
"
(
N
)
IN
V
I
N
:
4
8
5
6
.
9
7
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
6
.
5
4
-
1
2
"
(
W
)
TEMPLE VIEW DR PROFILE 3
STATION
ST
A
:
9
7
+
0
3
.
5
7
(
R
T
5
.
9
9
)
16
"
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1
2
"
C
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S
S
ST
A
:
9
6
+
9
3
.
5
7
(
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T
6
.
0
0
)
12
"
B
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T
E
R
F
L
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V
A
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E
ST
A
:
9
7
+
1
3
.
6
0
(
R
T
5
.
9
7
)
8"
G
A
T
E
V
A
L
V
E
ST
A
:
9
7
+
2
4
.
9
9
(
R
T
5
.
9
2
)
8"
P
L
U
G
ST
A
:
9
7
+
0
7
.
2
0
(
R
T
6
.
0
0
)
12
"
T
O
8
"
R
E
D
U
C
E
R
ST
A
:
9
4
+
5
1
.
6
6
(
R
T
6
.
0
0
)
12
"
X
6
"
T
E
E
ST
A
:
9
5
+
2
1
.
7
0
(
R
T
6
.
0
0
)
12
"
X
8
"
C
R
O
S
S
ST
A
:
9
6
+
4
0
.
5
4
(
R
T
6
.
0
0
)
12
"
X
6
"
T
E
E
8" DI WATER MAIN -
30 TOTAL LF FROM
STATION 124+50 TO END
12" DI WATER MAIN - 1630 TOTAL LF FROM STATION 80+75 - 97+14
EXISTING SURFACE
PROPOSED SURFACE
6' SEPARATION
MINIMUM
36.58' of 8" S.S. @ 0.43%
ST
A
:
9
7
+
2
4
.
9
2
,
(
L
T
6
.
0
6
)
SS
P
L
U
G
1
7
RI
M
:
4
8
7
7
.
4
4
IN
V
O
U
T
:
4
8
5
7
.
1
3
-
8
"
(
N
)
12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
16
'
'
W
16
'
'
W
SSSSSSS SS SS93+00 94+00
95+00
96+00
97+00
PI
:
9
7
+
0
6
.
3
6
8'
'
W
8'
'
W
8'
'
W
SS
e
fo
BF
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BE
L
2.1%
R30
'
R18.5'
R1
8
.
5
'
1
5
'
5'
6.5'
6.
5
'
6.5
'
6.5
'
8.
4
'
8
.
4
'
6.5'
6.5'
8.4'
8.4'
R23
.
5
'
5'
SSMH - 2
SS PLUG 6
RIM: 4877.32
INV OUT: 4857.40 8" (W)
SSMH - 20
SS PLUG 17
SS PLUG 5
RIM: 4875.64
INV OUT: 4857.54 8" (E)
12" S.S.12" S.S.
25LF OF 8" SS @ 0.40%
60LF OF 8" SS @ 0.40%
8" S.S.
36
.
8
'
2
.
1
%
2.
1
%
2.
1
%
2
.
1
%
2.
1
%
2.
1
%
2
.
1
%
2.1%
2
.
1
%
1.5%
15
'
P
.
U
.
E
.
15
'
P
.
U
.
E
.
48
7
6
4876
48
7
7
48
7
6
48
7
7
48
7
6
4878
4876
4876
4877
4876
4877
4876
48
7
8
4
8
7
8
48
7
7
48
7
7
48
7
7
12
'
21.4'
24
'
0.5%
48
.
5
'
24
'
FLANGE ELEVATION 4877.12
34
'
12'
TBC: 4877.61
TOA:4877.97
FLANGE ELEVATION:
4878.07
TBC: 4877.95
1
.
2
%
1.2
%
2.0%
TOA:4878.40
TOA:4877.82
TOA:4877.82
TOA:4878.00
12'
El
e
v
a
t
i
o
n
4840
4850
4860
4870
4880
4890
80+50
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.2_TEMPLE VIEW DRIVE P&P 3.dwg - C.7.2 TEMPLE VIEW DR P&P 3 - 2/15/2024 04:17pm, Nick.Croft
1 5
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2 3 4
21
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
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N
G I N E E R
S
N
SH
E
E
T
C
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7
.
1
MO
O
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R
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D
C.9.0
6
0 30'60'
SCALE: 1" = 30'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
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2
4
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3
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21
C.7.2
02
02
03
04
SHEET C.5.2
SHEET C.5.1
TEMPLE VIEW DR.
37
38
37
51
45
40
5241
45
52
40
38
49 46 39 45 4052
41
415353
54
54
54
52
52
52
5252
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
37
SEE SHEET C.7.1 FOR
INFILTRATOR LABELS
AND CALLOUTS
02/16/24
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
El
e
v
a
t
i
o
n
4830
4840
4850
4860
4870
4880
4890
101+50 102+00 103+00 104+00 105+00 106+00 107+00 108+00
102+00
48
7
7
.
2
8
103+00
48
8
2
.
6
4
48
7
7
.
4
1
104+00
48
8
1
.
6
2
48
7
7
.
2
3
105+00
48
8
0
.
4
6
48
7
7
.
1
0
106+00
48
7
9
.
2
9
48
7
6
.
9
9
107+00
48
7
8
.
1
2
48
7
6
.
7
7
108+00
48
7
7
.
3
9
48
7
6
.
6
3
0.50%-0.50%
-0.50%
-1.17%
-1.17%
-1.17%
-1.50%
ST
A
:
1
0
7
+
8
7
.
7
6
,
(
L
T
3
.
0
0
)
SS
M
H
-
1
1
RI
M
:
4
8
7
7
.
4
2
IN
V
I
N
:
4
8
6
4
.
0
4
-
8
"
(
N
)
IN
V
I
N
:
4
8
6
4
.
0
4
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
6
3
.
9
4
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
6
3
.
9
4
-
8
"
(
E
)
ST
A
:
1
0
2
+
4
7
.
2
5
,
(
L
T
3
.
0
0
)
SS
M
H
-
1
3
RI
M
:
4
8
8
2
.
8
4
IN
V
O
U
T
:
4
8
6
6
.
3
0
-
8
"
(
S
)
218.68' of 8" S.S. @ 0.40%
321.82' of 8" S.S. @ 0.40%
ST
A
:
1
0
4
+
6
5
.
9
4
,
(
L
T
3
.
0
0
)
SS
M
H
-
1
2
RI
M
:
4
8
8
0
.
7
9
IN
V
I
N
:
4
8
6
5
.
4
2
-
8
"
(
N
)
IN
V
I
N
:
4
8
6
5
.
4
2
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
6
5
.
3
2
-
8
"
(
S
)
↕ 16.54' (SS)
↕ 15.47' (SS)
↕ 13.48' (SS)
WEST CHURCH DR PROFILE 1
STATION
PROPOSED SURFACE
EXISTING SURFACE
6' SEPARATION
MINIMUM
STA = 102+59.16
T.O.W. = 4874.49
ST
A
:
1
0
7
+
8
5
.
8
8
(
R
T
9
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
1
0
4
+
7
7
.
9
4
(
R
T
9
.
0
0
)
12
"
X
8
"
T
E
E
ST
A
:
1
0
7
+
7
5
.
8
8
(
R
T
9
.
0
0
)
12
"
X
1
2
"
C
R
O
S
S
ST
A
:
1
0
7
+
6
5
.
8
8
(
R
T
9
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
1
0
4
+
0
5
.
1
5
(
R
T
9
.
0
0
)
12
"
x
6
"
W
A
T
E
R
T
E
E
ST
A
:
1
0
2
+
6
4
.
2
9
(
R
T
9
.
0
0
)
12
"
x
4
5
°
V
E
R
T
.
B
E
N
D
12" DI WATER MAIN - 2150 TOTAL LF FROM STATION 1
0
2
+
5
0
-
1
2
4
+
0
0
ST
A
:
1
0
2
+
5
9
.
2
9
(
R
T
4
.
0
0
)
12
"
x
4
5
°
V
E
R
T
.
B
E
N
D
GRADE BREAK STA = 102+47.10
CL ELEV = 4882.90 GRADE BREAK STA = 103+75.96
CL ELEV = 4881.90
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
0
7
+
2
4
.
2
5
CL
E
L
E
V
=
4
8
7
7
.
8
4
65
+
0
0
66
+
0
0
102+00 103+00 104+00 105+00 106+00 107+00 108+00
PI
:
1
0
2
+
4
7
.
2
7
PI
:
1
0
7
+
2
5
.
0
0
PI
:
1
0
8
+
5
0
.
0
0
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
S
SS
102+00 103+00 104+00 105+00 106+00 107+00 108+00
PI
:
1
0
2
+
4
7
.
2
7
PI
:
1
0
7
+
2
5
.
0
0
PI
:
1
0
8
+
5
0
.
0
0
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
8'
'
W
SS
SS
SS
S S S
e
fo
e fo
BE
L
BE
L
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BEL BEL BEL BEL BEL BEL
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
SD
5'
8.8
'
26'
8
.
8
'
6'6'
11
.
5
'
11
.
5
'
5'
6.
5
'
6
.
5
'
8.4
'
8.4'
8
.
4
'
6.
5
'
6.5'
8.4'
15
'
R30'
R
2
3
.
5
'
R
1
8
.
5
'
R18.5'
6
.
5
'
5
'
R3
0
'
R2
3
.
5
'
R18.5'
1
5
'
8
.
4
'
8.4'
6.5'6.5'
8.
4
'
8.4'
6.5
'
5'
5'
5.5'
6.5
'
R30
'
R23
.
5
'
R18.5'
R1
8
.
5
'
8.4'
6.5'
6.5'
8.
4
'
8.4'6.5
'
6.5
'
8
.
4
'
5'
1
5
'
6.
5
'
R
2
3
.
5
'
R18.
5
'
R
1
8
.
5
'
R
3
0
'
15
'
5'
8.4'
6.5'
6.
5
'
8
.
4
'
8.4'
6
.
5
'
6
.
5
'
8.4
'
6.
5
'
6.5'
4881
SSMH - 13
SSMH - 12
SS PLUG 14
RIM: 4877.25
INV OUT: 4865.63 8" (E)
SSMH - 11
8" S.S.8" S.S.
8"
S
.
S
.
52LF OF 8" S.D. @ 0.40%
4877
4
8
7
7
4877
4877
4
8
7
7
48
7
7
12
'
27
.
5
'
15
'
P
.
U
.
E
.
15
'
P
.
U
.
E
.
TOC: 4881.90 TOC: 4881.52
TBC: 4881.42
DTBC: 4881.02
TOC: 4881.82
DTBC: 4881.32
TBC: 4881.87
TOA:4881.51
TOA:4881.44 TOA:4881.14
TOA:4881.07
TOC: 4881.59
40
'
1.
5
%
2.5%
2.
1
%
2
.
3
%
2.3
%
2
.
3
%
2.3
%
2
.
3
%
1.4
%
1.
9
%
1.
8
%
1.3%
0.8%1.2%
0.
5
%
0.
5
%
12'
FLANGE ELEVATION:
4882.95
FLANGE ELEVATION:
4881.67
15
.
5
'
0.
0
%
1.
3
%
1.3%
0.5%1.2%0.5%
TBC: 4877.81
TBC: 4877.81
TBC: 4877.07TBC: 4877.07
TBC: 4877.16
TBC: 4877.16
TBC: 4877.07TBC: 4877.00
488
3
48
8
3
48834882
4881
4880
48794878
4882 4881 4880 4879 4878
48
7
7
4
8
7
7
48
7
7
4
8
7
7
4877
11
'
199.7'
STA: 65+66.16
SDMH-T
RIM: 4878.11
INV IN: 4874.04 12" (W)
INV OUT: 4873.94 12" (N)
STA: 65+61.53
SD INLET-T
RIM: 4877.40
INV IN: 4874.19 12" (W)
INV OUT: 4874.09 12" (E)
STA: 65+19.53
SD INLET-S
RIM: 4877.40
INV OUT: 4874.40 12" (E)
42LF OF 12" S.D. @ 0.50%
5LF OF 12" S.D. @ 1.00%
8LF OF 12" S.D. @ 1.00%
31
.
5
'
12
'
2.
0
%
2.
0
%
TOA:4881.91
TBC: 4881.87
TOA:4881.52
4830
4840
4850
4860
4870
4880
4890
125+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.0_WEST CHURCH DR P&P 1.dwg - WEST CHURCH DR P&P 1 - 2/16/2024 11:15am, Nick.Croft
1 5
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V
I
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I
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RE
V
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DA
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DR
A
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D
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#
2 3 4
21
9
4
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s
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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
N
0 30'60'
SCALE: 1" = 30'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
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U
R
C
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D
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B
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A
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23
C.8.0
C.9.0
7
56
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
02
02
02
02
03
03
04
04
02
02
02
02
38
51 45
40
44
49
49
37
37
37
4841
41
41
53
53
53
54
52
52
52
52
SHEET C.6.1
SHEET C.6.0
SH
E
E
T
C
.
8
.
1
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
55
38
67
67
67
66
66
68
41
INFILTRATOR DETAILS
SHOWN ON SHEET C.6.0
INFILTRATOR DETAILS
SHOWN ON SHEET C.6.0
02/16/24
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
STREET C PROFILE
109+00 110+00 111+00 112+00 113+00
109+00
48
7
6
.
8
8
48
7
6
.
3
5
110+00
48
7
6
.
3
7
48
7
6
.
0
5
111+00
48
7
5
.
8
5
48
7
5
.
9
0
112+00
48
7
5
.
3
4
48
7
5
.
6
8
113+00
48
7
4
.
8
3
48
7
5
.
8
2
-0.50%
-0.51%
ST
A
:
1
1
3
+
2
0
.
1
5
(
L
T
2
1
.
0
0
300.20' of 8" S.S. @ 0.40%
ST
A
:
1
1
0
+
8
7
.
9
6
,
(
L
T
3
.
0
1
)
SS
M
H
-
1
0
RI
M
:
4
8
7
5
.
8
6
IN
V
I
N
:
4
8
6
2
.
7
4
-
8
"
(
N
)
IN
V
I
N
:
4
8
6
2
.
7
4
-
8
"
(
E
)
IN
V
I
N
:
4
8
6
2
.
7
4
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
6
2
.
6
4
-
8
"
(
S
)
357.12' of 8" S.S. @ 0.40%
↕ 13.22' (SS)
WEST CHURCH DR PROFILE 2
STATION
PROPOSED SURFACE EXISTING SURFACE
ST
A
:
1
1
0
+
9
9
.
9
6
(
R
T
9
.
0
0
)
12
"
x
8
"
C
R
O
S
S
ST
A
:
1
1
0
+
2
6
.
8
9
(
R
T
9
.
0
0
)
12
"
x
6
"
W
A
T
E
R
T
E
E
6' SEPARATION
MINIMUM
12" DI WATER MAIN - 2150 TOTAL LF FROM STATION 1
0
2
+
5
0
-
1
2
4
+
0
0
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
0
8
+
3
9
.
2
6
CL
E
L
E
V
=
4
8
7
7
.
1
9
109+00 110+00 111+00 112+00 113+00
PI
:
1
0
8
+
5
0
.
0
0
109+00 110+00 111+00 112+00 113+00
PI
:
1
0
8
+
5
0
.
0
0
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
8'
'
W
8'
'
W
8'
'
W
SSSSSS S SSSSSSS
e fo
BELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO
SS PLUG 11
RIM: 4875.80
INV OUT: 4862.95 8" (E)
SSMH - 10
SS PLUG 12
RIM: 4874.49
INV OUT: 4862.92 8" (W)
8" SS 8" SS
46LF OF 8" SS @ 0.40%
52LF OF 8" SS @ 0.40%
4876
4875
4875
4877
4
8
7
6
4875
58
'
40
'
15
'
P
.
U
.
E
.
15
'
P
.
U
.
E
2
.
1
%
2
.
1
%
2.
1
%
2.
1
%
2
.
1
%
2.
1
%
2
.
1
%
2.
1
%
2
.
1
%
0.5%0.5%
12
'
15
'
FLANGE ELEVATION: 4876.33
12'
12'
12
'
El
e
v
a
t
i
o
n
4830
4840
4850
4860
4870
4880
4890
101+50
4830
4840
4850
4860
4870
4880
4890
125+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.1_WEST CHURCH DR P&P 2.dwg - WEST CHURCH DR P&P 2 - 2/15/2024 04:27pm, Nick.Croft
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DR
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*S
E
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G
E
N
E
R
A
L
N
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S
S
H
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T
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R
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1
2
IF
T
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2 3 4
21
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8
3
4
0
2
(2
0
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)
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
N
0 30'60'
SCALE: 1" = 30'C.9.0
7
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
WE
S
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,
I
D
A
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23
C.8.1
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
37 53
45
40
52
45
52
40
37
54
54
53
52
52
52
52
41
SH
E
E
T
C
.
8
.
2
SH
E
E
T
C
.
8
.
0
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
38
WEST CHURCH DR
02/16/24
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
Station
STREET C PROFILE
113+00 114+00 115+00 116+00 117+00 118+00 119+00
113+00
48
7
4
.
8
3
48
7
5
.
8
2
114+00
48
7
5
.
1
9
48
7
5
.
7
3
115+00
48
7
5
.
7
8
48
7
5
.
4
9
116+00
48
7
6
.
3
6
48
7
5
.
4
3
117+00
48
7
5
.
8
8
48
7
5
.
3
5
118+00
48
7
5
.
3
8
48
7
5
.
1
3
119+00
48
7
4
.
8
8
48
7
5
.
0
6
0.59%-0.50%
↕ 3.31' (SD)
ST
A
:
1
1
3
+
2
0
.
1
5
(
L
T
2
1
.
0
0
SD
I
N
L
E
T
-
C
C
RI
M
:
4
8
7
4
.
2
2
IN
V
I
N
:
4
8
7
1
.
0
1
-
1
2
"
(
W
)
IN
V
O
U
T
:
4
8
7
0
.
9
1
-
1
2
"
(
E
)
357.12' of 8" S.S. @ 0.40%
ST
A
:
1
1
4
+
4
5
.
0
9
,
(
L
T
3
.
0
3
)
SS
M
H
-
9
RI
M
:
4
8
7
5
.
3
9
IN
V
I
N
:
4
8
6
1
.
2
1
-
8
"
(
N
)
IN
V
O
U
T
:
4
8
6
1
.
1
1
-
8
"
(
S
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380.00' of 8" S.S. @ 0.40%
ST
A
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1
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2
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.
0
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M
:
4
8
7
5
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1
9
IN
V
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:
4
8
5
9
.
5
9
-
8
"
(
N
)
IN
V
O
U
T
:
4
8
5
9
.
4
9
-
8
"
(
S
)
↕ 14.28' (SS)↕ 15.70' (SS)
WEST CHURCH DR PROFILE 3
STATION
PROPOSED SURFACE
EXISTING SURFACE
ST
A
=
1
1
6
+
0
1
.
4
4
T.
O
.
W
.
=
4
8
7
0
.
3
7
STA = 113+20.15
T.O.W. = 4868.72
ST
A
:
1
1
6
+
0
6
.
7
2
(
R
T
9
.
0
0
)
12
"
x
6
"
W
A
T
E
R
T
E
E
6' SEPARATION
MINIMUM
12" DI WATER MAIN - 2150 TOTAL LF FROM STATION 1
0
2
+
5
0
-
1
2
4
+
0
0
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
1
3
+
2
0
.
1
5
CL
E
L
E
V
=
4
8
7
4
.
7
2
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
1
6
+
0
1
.
4
4
CL
E
L
E
V
=
4
8
7
6
.
3
7
113+00 114+00 115+00 116+00 117+00 118+00 119+00
PI
:
1
1
7
+
0
0
.
0
0
113+00 114+00 115+00 116+00 117+00 118+00 119+00
PI
:
1
1
7
+
0
0
.
0
0
SD
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
SS
SSSSSS S SSSSSSSSSS SSS
e fo
BELBELBELBELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
SSMH - 9
SSMH - 8
8" S.S.8" S.S.
4875 4876
4875
487
6
4876 4875
STA: 113+20.15
SDMH-CC
RIM: 4874.74
INV IN: 4870.86 12" (W)
INV OUT: 4870.76 12" (S)
STA: 65+66.16
SD TEE-C
RIM: 4874.79
INV IN: 4870.69 12" (N)
INV OUT: 4870.69 12" (S)
INV OUT: 4870.69 12" (E)
STA: 113+20.15
SD INLET-CC
RIM: 4874.22
INV IN: 4871.01 12" (W)
INV OUT: 4870.91 12" (E)
STA: 65+19.53
SD INLET-DD
RIM: 4874.22
INV OUT: 4871.22 12" (E)
STA: 65+70.91
SD ELBOW-C
RIM: 4874.86
INV IN: 4870.65 12" (W)
INV IN: 4870.67 12" (W)
INV OUT: 4870.67 12" (S)
5LF OF 12" S.D. @ 1.00%
7LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 0.50%
5LF OF 12" S.D. @ 0.60%
42LF OF 12" S.D. @ 0.50%
15
.
5
'
12
'
15
'
P
.
U
.
E
.
15
'
P
.
U
.
E
.
263.7'
11
'
0.5%0.6%0.5%
2
.
1
%
2.
1
%
2
.
1
%
2.
1
%
2
.
1
%
2
.
1
%
2.
1
%
2
.
1
%
2.
1
%
TBC: 4874.69
TOG: 4874.22
TOA:4874.33
TOA:4874.33
TOG: 4874.22
TBC: 4874.69
FLANGE ELEVATION: 4876.45
31
.
5
'
2.
0
%
2.
0
%
12
'
2.
0
%
2.
0
%
TBC: 4876.33
TOA:4875.98
TOA:4875.98TBC: 4876.33
El
e
v
a
t
i
o
n
4830
4840
4850
4860
4870
4880
4890
101+50
4830
4840
4850
4860
4870
4880
4890
125+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.2_WEST CHURCH DR P&P 3.dwg - WEST CHURCH DR P&P 3 - 2/16/2024 07:42am, Nick.Croft
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2 3 4
21
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R
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u
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t
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2
0
5
Id
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F
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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
N
0 30'60'
SCALE: 1" = 30'
C.9.0
7
WEST CHURCH DR
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
WE
S
T
C
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U
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C
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P
&
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3
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I
D
A
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24
C.8.2
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
38
37 37
53
53
52 52
SH
E
E
T
C
.
8
.
3
SH
E
E
T
C
.
8
.
1
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
69
67
68
67
66
66
70
67
67
67
66
41
52
02/16/24
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
4830
4840
4850
4860
4870
4880
4890
119+00 120+00 121+00 122+00 123+00 124+00 125+00
119+00
48
7
4
.
8
8
48
7
5
.
0
6
120+00
48
7
4
.
5
6
48
7
4
.
8
3
121+00
48
7
5
.
1
1
48
7
4
.
7
8
122+00
48
7
5
.
6
7
48
7
4
.
5
1
123+00
48
7
6
.
2
2
48
7
4
.
6
1
124+00
48
7
6
.
7
5
48
7
6
.
6
0
0.56%
0.50%-2.00%
↕ 3.31' (SD)
ST
A
:
1
1
9
+
8
2
.
9
9
(
L
T
2
1
.
0
0
SD
I
N
L
E
T
-
E
E
RI
M
:
4
8
7
3
.
9
6
IN
V
I
N
:
4
8
7
0
.
7
5
-
1
2
"
(
W
)
IN
V
O
U
T
:
4
8
7
0
.
6
5
-
1
2
"
(
E
)
ST
A
:
1
2
3
+
8
5
.
1
5
,
(
L
T
3
.
0
7
)
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M
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-
4
RI
M
:
4
8
7
6
.
6
4
IN
V
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N
:
4
8
5
4
.
8
8
-
1
2
"
(
E
)
IN
V
I
N
:
4
8
5
5
.
2
1
-
8
"
(
N
)
IN
V
I
N
:
4
8
5
5
.
2
1
-
8
"
(
S
)
IN
V
O
U
T
:
4
8
5
4
.
7
8
-
1
2
"
(
W
)
384.40' of 8" S.S. @ 0.40%
ST
A
:
1
2
2
+
0
9
.
4
9
,
(
L
T
3
.
0
7
)
SS
M
H
-
7
RI
M
:
4
8
7
5
.
6
6
IN
V
I
N
:
4
8
5
7
.
9
5
-
8
"
(
N
)
IN
V
I
N
:
4
8
5
7
.
9
5
-
8
"
(
E
)
IN
V
I
N
:
4
8
5
7
.
9
5
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
5
7
.
8
5
-
8
"
(
S
)
175.67' of 8" S.S. @ 1
.
5
0
%
↕ 17.81' (SS)
↕ 21.86' (SS)
WEST CHURCH DR PROFILE 4
STATION
PROPOSED SURFACE EXISTING SURFACE
STA = 119+82.99
T.O.W. = 4868.46
STA = 124+11.50
T.O.W. = 4870.54
ST
A
=
1
2
4
+
0
3
.
9
9
T.
O
.
W
.
=
4
8
7
0
.
7
5
ST
A
:
1
2
2
+
2
1
.
4
9
(
R
T
9
.
0
0
)
12
"
x
8
"
C
R
O
S
S
ST
A
:
1
2
1
+
4
8
.
3
2
(
R
T
9
.
0
0
)
12
"
x
6
"
W
A
T
E
R
T
E
E
ST
A
:
1
2
4
+
0
7
.
4
7
(
R
T
8
.
9
7
)
8"
G
A
T
E
V
A
L
V
E
ST
A
:
1
2
3
+
9
0
.
2
0
(
R
T
9
.
0
0
)
12
"
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
ST
A
:
1
2
4
+
1
1
.
3
2
(
R
T
8
.
9
5
)
8"
P
L
U
G
ST
A
:
1
2
4
+
0
0
.
2
0
(
R
T
8
.
9
9
)
16
"
X
1
2
"
C
R
O
S
S
ST
A
:
1
2
4
+
0
3
.
8
5
(
R
T
8
.
9
9
)
12
"
T
O
8
"
R
E
D
U
C
E
R
6' SEPARATION
MINIMUM
8" DI WATER MAIN -
40 TOTAL LF FROM
STATION 124+50 TO END
12" DI WATER MAIN - 2150 TOTAL LF FROM STATION 102+50 - 124+00
26.09' of 8" S.S. @ 0.40%
ST
A
:
1
2
4
+
1
1
.
2
3
,
(
L
T
3
.
1
2
)
SS
P
L
U
G
1
8
RI
M
:
4
8
7
6
.
7
9
IN
V
O
U
T
:
4
8
5
5
.
3
2
-
8
"
(
N
)
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
2
3
+
4
4
.
8
6
CL
E
L
E
V
=
4
8
7
6
.
4
7
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
2
4
+
1
1
.
2
5
CL
E
L
E
V
=
4
8
7
6
.
5
8
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
1
9
+
8
2
.
9
9
CL
E
L
E
V
=
4
8
7
4
.
4
6
119+00 120+00 121+00 122+00 123+00 124+00 124+74
PI
:
1
2
4
+
0
2
.
2
5
EP
:
1
2
4
+
7
3
.
6
4
16
'
'
W
16
'
'
W
16
'
'
W
119+00 120+00 121+00 122+00 123+00 124+00 124+74
PI
:
1
2
4
+
0
2
.
2
5
EP
:
1
2
4
+
7
3
.
6
4
SD
SD
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
8'
'
W
8'
'
W
8'
'
W
SSSSSSSSSS S SS SS SS
e fo
e fo
BELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO BFO
BFO
BF
O
BF
O
B
F
O
B
F
O
B
F
O
BE
L
BE
L
BF
O
BF
O
BF
O
BE
L
INV IN: 4872.47 12" (S)
INV OUT: 4872.37 12" (W)
INV OUT: 4872.52 12" (N)
5LF OF 12" S.D. @ 1.00%
7L
F
O
F
1
2
"
S
.
D
.
@
1
.
0
0
%
5'
7'
108.8'
R
2
3
.
5
'
R
1
8
.
5
'
R18.5'
15
'
5'
6.5'6.
5
'
8.4'
8
.
4
'
8.4'
6
.
5
'
6
.
5
'
6.
5
'
8.4
'
R23
.
5
'
R18.5'
R1
8
.
5
'
1
5
'
8.4'
6.5'6.5'
5'
6.5'
8.
4
'
8.4'
6.5
'
6.5
'
8
.
4
'
5'
SSMH - 4
SS PLUG 10
RIM: 4874.66
INV OUT: 4858.13 8" (W)
SSMH - 7
SS PLUG 9
RIM: 4874.49
INV OUT: 4858.16 8" (E)
8" S.S.8" S.S.
46LF OF 8" SS @ 0.40%
52LF OF 8" SS @ 0.40%
8" S.S.
SS PLUG 1858
'
40
'
15
.
5
'
15
'
P
.
U
.
E
.
164.1'
11
'
12
'
0.5%0.6%
1.
1
%
1.1%
2
.
1
%
2.
1
%
2
.
1
%
2.
1
%
2.
1
%
2
.
1
%
2
.
1
%
2.
1
%
15
'
P
.
U
.
E
.
4875
4876
48
7
6
4875
487
5
4875
4875
4875
48
7
5
48
7
5
4
8
7
6
INV IN: 4872.47 12" (S)
INV OUT: 4872.37 12" (W)
SD ELBOW-A
RIM: 4876.15
INV IN: 4872.28 12" (S)
INV OUT: 4872.28 12" (W)
SD TEE-A
RIM: 4876.07
INV IN: 4872.30 12" (E)
INV OUT: 4872.30 12" (W)
INV OUT: 4872.30 12" (N)
INV OUT: 4872.52 12" (N)
STA: 119+82.99
SDMH-EE
RIM: 4874.48
INV IN: 4870.60 12" (W)
INV OUT: 4870.50 12" (S)
STA: 65+70.91
SD ELBOW-D
RIM: 4874.59
INV IN: 4870.41 12" (W)
INV OUT: 4870.41 12" (S)
STA: 65+66.16
SD TEE-D
RIM: 4874.52
INV IN: 4870.43 12" (N)
INV OUT: 4870.43 12" (S)
INV OUT: 4870.43 12" (E)
STA: 119+82.99
SD INLET-EE
RIM: 4873.96
INV IN: 4870.75 12" (W)
INV OUT: 4870.65 12" (E)
STA: 65+19.53
SD INLET-FF
RIM: 4873.96
INV OUT: 4870.96 12" (E)
5LF OF 12" S.D. @ 1.00%
7L
F
O
F
1
2
"
S
.
D
.
@
1
.
0
0
%
5LF OF 12" S.D. @ 1.00%
7LF OF 12" S.D. @ 1.00%
5L
F
O
F
1
2
"
S
.
D
.
@
1
.
0
0
%
5LF OF 12" S.D. @ 0.50%
5L
F
O
F
1
2
"
S
.
D
.
@
0
.
6
0
%
5LF OF 12" S.D. @ 1.00%
5LF OF 12" S.D. @ 0.50%
5LF OF 12" S.D. @ 0.60%
42LF OF 12" S.D. @ 0.50%
FLANGE ELEVATION: 4875.48
31
.
5
'
12
'
TBC: 4874.43
TOA:4874.43
TBC: 4874.07
TOG: 4873.99
TOA:4874.07
TOG: 4874.01
TOA:4874.46
2.
0
%
2.
0
%
12'
12'
48764875
4875
4875
TOA:4876.76
TOA:4876.28
TOA:4876.28
TOA:4876.58
R
3
0
'
R3
0
'
12
'
El
e
v
a
t
i
o
n
4830
4840
4850
4860
4870
4880
4890
101+50
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.3_WEST CHURCH DR P&P 4.dwg - WEST CHURCH DR P&P 4 - 2/16/2024 08:38am, Nick.Croft
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2 3 4
21
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(2
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)
5
2
2
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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
N
0 30'60'
SCALE: 1" = 30'
SH
E
E
T
C
.
8
.
2
C.9.0
7
54
54
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
WE
S
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C
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25
C.8.3
WATER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE APPURTENANCES AND
APPROPRIATE TEE TO MATCH MAINLINE.
INSTALL 12'' TO 8'' RUDUCER
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" BUTTERFLY VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 12'' CROSS
INSTALL 8" GATE VALVE
INSTALL 16" X 12" CROSS
INSTALL 16'' WATER MAINLINE 45° VERTICAL BEND
INSTALL 12'' PLUG
INSTALL 12'' BUTTERFLY VALVE
INSTALL 12'' X 12'' TEE
INSTALL 12'' X 8'' TEE
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARDS, SECTION D #1), LENGTH PER PLANS, MUST MAINTAIN 6'
COVER
INSTALL 12'' X 8'' CROSS
INSTALL 12'' 45° WATER MAINLINE HORIZONTAL BEND
INSTALL 12'' TO 6'' REDUCER
INSTALL 12'' 45° WATER MAINLINE VERTICAL BEND
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
STORM DRAIN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
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
INSTALL STORM DRAIN 90° HORIZONTAL BEND (SIZE PER PLANS)
INSTALL STORM DRAIN TEE (SIZE PER PLANS)
66
67
68
69
70
SEWER KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
TIE INTO EXISTING SANITARY SEWER MAINLINE
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
SITE PLAN KEYNOTES
*SEE SHEET C.14.0 FOR ALL STANDARD DETAILS
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
INSTALL STOP SIGN PER MUTCD STANDARDS WITH STREET SIGNS
INSTALL WHITE STOP BAR PAVEMENT MARKING.
PROPOSED TRAFFIC SIGNAL AND JUNCTION BOXES. APPROXIMATE
LOCATION
01
02
03
04
05
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
02
02
02
02
03
04
37 38
53
45
40
52
41
41
45
40
52
49 46 39 45
4037
54
53
53
52
52
52
55 55
SHEET C.5.0
SHEET C.5.1
41
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. SEE SHEET C.9.1 FOR SPOT ELEVATIONS OF PEDESTRIAN CROSSINGS
SHEET NOTES
MO
O
D
Y
WEST CHURCH DR
67
68
67
66
69
67
67
70
67
66
67
02/16/24
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
CAR
PARKING
CENTERLINE TO PROPERTY LINE
THRU TRAFFIC
RIGHT TURN
OR THRU
TRAFFIC
THRU
TRAFFIC
ONLY
CAR PARKING
39.5'
CAR
PARKING
CAR
PARKING
27.5'
47'
62.5'
10'
2ND EAST: WEST HALF ROW W/ PROPOSED TURN LANE TYPICAL STREET SECTION1
C.9.0
5'
0.5'
P/L
6.5'
FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3
SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS
SCALE: NTS.
REFERENCE STATIONS 51+07 THROUGH 59+00
MOODY ROAD FULL ROW TYPICAL STREET SECTION4
C.9.0
2.5'
5'15'
EASEMENT
0.5'
P/L
6.5'
MOODY ROAD HALF ROW TYPICAL STREET SECTION5
C.9.0
2.5'
5'
0.5'
P/L
6
C.9.0
6.5'
2%
5'
0.5'
2%
0.5'
6.5'
5'15'
EASEMENT
WEST CHURCH DRIVE - INTERIOR TYPICAL STREET SECTION7
C.9.0
2ND EAST: WEST HALF ROW TYPICAL STREET SECTION3
C.9.0
34'
23'
GRANULAR
BORROW
2.5' TYP
5'
0.5'
P/L
GEOTEXTILE FABRIC
BELOW AND UP
SIDES
20" GRANULAR BORROW
4" - 3/4"
AGGREGATE
BASE
CHIP AND
SEAL COAT
(FULL WIDTH)
3" ASPHALT PLANT MIX
PAVEMENT
2%2%2%
2%2%
TIE INTO EXISTING
SURFACE
±6.5
4"
T
Y
P
2%
2%
GEOTEXTILE FABRIC BELOW
AND UP SIDES 6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
GRANULAR
BORROW
20" GRANULAR BORROW
6" - 3/4" AGGREGATE BASE
CHIP AND SEAL
COAT (FULL WIDTH)
4" ASPHALT PLANT
MIX PAVEMENT
EXISTING SURFACE
TIE IN, SAW CUT
LINE 4"
T
Y
P
GRANULAR
BORROW
GRANULAR
BORROW
GRANULAR
BORROW
2%
2%
2%
2%
6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
GEOTEXTILE FABRIC
BELOW AND UP
SIDES
6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
20"
GRANULAR
BORROW
4" - 3/4"
AGGREGATE BASE
CHIP AND SEAL
COAT (FULL WIDTH)3" ASPHALT PLANT MIX
PAVEMENT
GRANULAR
BORROW
GEOTEXTILE FABRIC
BELOW AND UP SIDES 20" GRANULAR BORROW
4" - 3/4" AGGREGATE BASE
CHIP AND SEAL
COAT (FULL WIDTH)3" ASPHALT
PLANT MIX
PAVEMENT
12" TYP
6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
12" TYP12" TYP
6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
12" TYP
6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
12" TYP
FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3
SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS
SCALE: NTS.
FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3
SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS
SCALE: NTS.
FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION FOUR, SHEET 3
SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS
SCALE: NTS.
REFERENCE STATIONS 41+00 THROUGH 51+07
FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION EIGHT, SHEET 4
SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS
SCALE: NTS.
REFERENCE STATIONS 8+00 THROUGH 13+00 & 18+00 THROUGH 26+00
FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION EIGHT, SHEET 4
SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS
SCALE: NTS.
REFERENCE STATIONS 13+00 THROUGH 18+00 & 30+00 THROUGH 34+00
PROPERTY LINE TO PROPERTY LINE
15'
EASEMENT
15'
EASEMENT
15'
EASEMENT
15'
EASEMENT
13'14'
±34'
EX 2.5' TYP 2%1.5 - 3%
EX ±14'EX ±13'13'
2.5' TYP
14'
2ND EAST: WEST HALF ROW W/ EXISTING EAST TURN LANE INSTALL TYPICAL STREET SECTION2
C.9.0 FOR FURTHER REFERENCE, SEE CITY OF REXBURG STANDARDS, TYPICAL SECTION EIGHT, SHEET 4
SEE CITY OF REXBURG STANDARDS, SHEET 4, FOR TYPICAL GEOTEXTILE FABRIC OVERLAP DETAILS
SCALE: NTS.
REFERENCE STATIONS 26+00 THROUGH 30+00
2%
EXISTING
SURFACE TIE IN
27.5'27.5'
9'12.5'12.5'9'12'
2.5'
P/L
2.5'
P/L
55'
79'
27.5'27.5'
9'12.5'12.5'9'12'
9'
12.5'
6'
CL
CL
CL
CL
62.5'
CL
±7'
39.5'
±12'
BACK OF CURB TO CENTERLINE
LANDSCAPE LANDSCAPE
TRAFFIC
LANE
TRAFFIC
LANE
LEFT TURN LANE
PROPERTY LINE TO PROPERTY LINE
BACK OF CURB TO BACK OF CURB
LANDSCAPE
TRAFFIC
LANE
TRAFFIC
LANE
LEFT TURN LANE
CAR
PARKING
LANDSCAPE
TRAFFIC LANE
LEFT TURN OR
THRU TRAFFIC
PROPERTY LINE TO CENTER LINE
BACK OF CURB TO CENTERLINE
LEFT TURN
ONLY
CENTERLINE TO BACK OF CURB
PROPERTY LINE TO PROPERTY LINE
THRU
TRAFFIC
ONLY
THRU
TRAFFIC
ONLY
13'
7'
GEOTEXTILE FABRIC
BELOW AND UP SIDES 6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
20" GRANULAR BORROW
6" - 3/4" AGGREGATE BASE
CHIP AND SEAL
COAT (FULL WIDTH)
4" ASPHALT PLANT
MIX PAVEMENT
±14'
RIGHT TURN
OR THRU
TRAFFIC
THRU
TRAFFIC
ONLY
±45'
EX 2.5' TYP
EX ±12'EX ±12'
±7'
LEFT TURN LANE
7'±7'RIGHT TURN
OR THRU
TRAFFIC
THRU
TRAFFIC
ONLY
±34'
EX 2.5' TYP
EX ±14'EX ±13'±14'
LEFT TURN LANE
THRU
TRAFFIC
ONLY
CENTERLINE TO BACK OF CURB
EXISTING
SURFACE TIE IN
SAWCUT LINE
UTILITY & LANDSCAPE STRIP
THRU TRAFFIC
62.5'
34'
23'
GRANULAR
BORROW
2.5' TYP
5'
0.5'
P/L
4"
T
Y
P
2%
15'
EASEMENT
13'14'
GEOTEXTILE FABRIC
BELOW AND UP SIDES 6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
20" GRANULAR BORROW
6" - 3/4" AGGREGATE BASE
CHIP AND SEAL
COAT (FULL WIDTH)
4" ASPHALT PLANT
MIX PAVEMENT
7'THRU
TRAFFIC
ONLY
CENTERLINE TO BACK OF CURB
UTILITY & LANDSCAPE STRIP
CENTERLINE TO PROPERTY LINE
CL
±14'EX ±14'
THRU
TRAFFIC
ONLY
LEFT TURN LANE
1.5 - 3%
1.5 - 3%
3'
TIE INTO EXISTING
SURFACE
12" TYP
3:1
1'
3'3:1
1'
2ND EAST DITCH TYPICAL SECTION8
C.9.0
2%
0.5'
5'15'
EASEMENT
P/L
LANDSCAPE
2%10:1
±3:1
2:1 2:1
3
:
1
CL
21'
10'5'4'6'8'
3'
4'6.5'
2%
5'
0.5'
2%
0.5'
6.5'
5'15'
EASEMENT
GRANULAR
BORROW
2%2%
GEOTEXTILE FABRIC
BELOW AND UP
SIDES
6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
20"
GRANULAR
BORROW4" - 3/4"
AGGREGATE BASE
CHIP AND SEAL
COAT (FULL WIDTH)
3" ASPHALT PLANT MIX
PAVEMENT
GRANULAR
BORROW12" TYP
6" VERTICAL
CURB & GUTTER
PER CITY OF REXBURG
STANDARDS, SHEET 6
12" TYP
15'
EASEMENT 2.5'2.5'
44'
68'
22'
9'9'
13'
CL
LANDSCAPE
TRAFFIC LANE
PROPERTY LINE TO PROPERTY LINE
BACK OF CURB TO BACK OF CURB
13'
TRAFFIC LANE
22'
CAR
PARKING
CAR
PARKING
LANDSCAPE
P/L P/L
TETON RIVER TEMPLE STREET & TEMPLE VIEW DRIVE - INTERIOR TYPICAL STREET SECTION
LEFT TURN LANE
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.9.0_TYPICAL CROSS SECTIONS.dwg - C.9.0 TYPICAL CROSS SECTION DETAILS - 2/15/2024 04:40pm, Nick.Croft
1 5
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C.9.0
02/16/24
PRE
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S
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U
C
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FOR
R
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V
I
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W
O
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7.7%
8.
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7.7
%
7
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9
%
8
.
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8.
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7.
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1.5
%
1
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5
%
3.
1
%
2
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%
0.5%0.5%
0.
5
%
1.
4
%
1.0
%
1
.
0
%
4877
4877
4877
4877
TBC: 4877.81
TOA:4877.37
TBC: 4877.72
TOA:4877.28
DTBC: 4877.15
TOA:4877.18
DTBC: 4877.05
TOC: 4877.65
TOC: 4877.55
TBC: 4877.43
TOA:4877.08
TOA:4876.99
DTBC: 4876.86
TOA:4876.89
DTBC: 4876.76
TOA:4876.79
TBC: 4877.14
TOC: 4877.07
TOC: 4877.26
TOC: 4877.36
TOC: 4877.42
TOC: 4877.53
TOC: 4877.34
TOC: 4877.17
TOC: 4877.73
TOC: 4877.90
TOC: 4877.98
TOC: 4877.71
TOC: 4877.90
TOC: 4877.98
TOC: 4877.52
TOC: 4877.34
TOC: 4877.17
TOC: 4877.27
TOC: 4877.34
TOC: 4877.45
TOC: 4877.55
TOC: 4877.63
TBC: 4877.81
TBC: 4877.37
DTBC: 4877.16
DTBC: 4877.05
TBC: 4877.44
DTBC: 4876.87
DTBC: 4876.77
TBC: 4877.15
TBC: 4876.76
TOA:4876.80
TOA:4876.89
TOA:4876.99
TOA:4877.09
TOA:4877.18
TOA:4877.28
TOA:4877.37
TOA:4876.78
TOA:4876.85
TOA:4876.93
TOA:4877.01
TOA:4876.95
TOA:4876.90
TOA:4876.85
TBC: 4877.16
TBC: 4877.20
DTBC: 4876.77
DTBC: 4876.83
TBC: 4877.36
DTBC: 4876.83
DTBC: 4876.73
TBC: 4877.13
TBC: 4877.07
TOC: 4877.17
TOC: 4877.23
TOC: 4877.33
TOC: 4877.33
TOC: 4877.27
TOC: 4877.25
TOC: 4877.33
TOC: 4877.35
TOC: 4877.43
TOC: 4877.33
TOC: 4877.30
TOC: 4877.24
TOC: 4877.33
TOC: 4877.35
TOC: 4877.42
TOC: 4877.30
TOC: 4877.25
TOC: 4877.17
TBC: 4877.07
TOA:4876.72
TOA:4876.78
TBC: 4877.13
TOC: 4877.23
DTBC: 4876.73
TOA:4876.85
TOA:4876.93
TOC: 4877.31
TOC: 4877.32
TBC: 4877.36
TOA:4877.01
TOC: 4877.33
TOC: 4877.27
DTBC: 4876.83
DTBC: 4876.77
TOA:4876.95
TOA:4876.90
TOA:4876.85
TBC: 4877.20
TBC: 4877.14
TOA:4876.80
DTBC: 4876.81
TOC: 4877.25
0.8%0.8%
TOA:4877.47
TOA:4877.36
TOA:4876.72
TOA:4876.72
1
.
2
%
1.2
%
1
.
3
%
1.3
%1.3%
1.3
%
2.3%
2.
2
%
7.
7
%
7
.
7
%
7
.
9
%
7.7
%7.8%
7.7
%
1.
4
%
1
.
4
%
4878
4878 4878
4878
0.5%
2.
4
%
1.2
%
1
.
2
%
0.5%
TOC: 4878.39
DTBC: 4877.87 DTBC: 4877.89
TBC: 4878.40TBC: 4878.32
TOC: 4878.37
TOC: 4878.41
TOC: 4878.49
TOC: 4878.44 TOC: 4878.47
TOC: 4878.57
TOC: 4878.50 TOC: 4878.41
TOC: 4878.49
TOC: 4878.44
TOC: 4878.36TOC: 4878.39
TOC: 4878.46
TOC: 4878.57
TOC: 4878.50
TBC: 4878.40 TBC: 4878.31
DTBC: 4877.89 DTBC: 4877.86
DTBC: 4877.92
DTBC: 4877.97
DTBC: 4877.97
DTBC: 4877.91
TBC: 4878.31
TBC: 4878.28
TBC: 4878.34
TBC: 4878.28
TOC: 4878.38
TOC: 4878.41
TOC: 4878.48
TOC: 4878.47
TOC: 4878.42
TOC: 4878.49
TBC: 4878.49
TOC: 4878.57 TOC: 4878.42
TOC: 4878.47
TOC: 4878.41
TOC: 4878.48
TOC: 4878.57
TOC: 4878.49
TOC: 4878.46
TOC: 4878.45
TOC: 4878.38
TOC: 4878.38
TOC: 4878.38
TOC: 4878.45
TOC: 4878.45
DTBC: 4877.91
DTBC: 4877.97
DTBC: 4877.92
DTBC: 4877.97
TBC: 4878.28
TBC: 4878.48
TBC: 4878.24
TBC: 4877.78
TBC: 4877.83
TOA:4877.96
TOA:4877.99TOA:4878.01
TOA:4878.04TOA:4878.05
TOA:4878.02TBC: 4877.99
TOA:4877.96
TOC: 4878.47
TOC: 4878.47
TOA:4877.98
TOA:4878.03
TOA:4878.09
TOA:4878.15
TOA:4877.99
TOA:4878.04
TOA:4878.10
TOA:4878.04
TOA:4878.10
TOA:4878.15
TOA:4878.09
TOA:4878.03
TOA:4877.98
TOA:4877.99
TOA:4878.72
1.4%
1.4
%
1
.
5
%
2.
1
%
2
.
1
%
1.5
%
7.8
%
7
.
7
%
1
.
5
%
7.8%
7.
7
%
1.5
%
48
7
6
4
8
7
6
4876
4876
1
.
0
%
1.0
%
0.
5
%
2.
0
%
TOC: 4876.63
TOC: 4876.58
TOC: 4876.51
TOC: 4876.45
TOC: 4876.59
TOC: 4876.61
TOC: 4876.55
TOC: 4876.53
TOC: 4876.61
TOC: 4876.53
TOC: 4876.70
TOC: 4876.60
TBC: 4876.44
TBC: 4876.48
DTBC: 4876.05
TOA:4876.18
TOA:4876.13
DTBC: 4876.11
TOA:4876.23
DTBC: 4876.64
TOA:4876.29
DTBC: 4876.09
TOA:4876.21
DTBC: 4876.01
TOA:4876.13
TBC: 4876.41
TOA:4876.06
TBC: 4876.36
TOC: 4876.61
TOC: 4876.63
TOC: 4876.70
TOC: 4876.58
TOC: 4876.53
TOC: 4876.45
TOC: 4876.51
TOC: 4876.59
TOC: 4876.60
TOC: 4876.61
TOC: 4876.55
TOC: 4876.53TBC: 4876.44
TBC: 4876.48
TOA:4876.13
DTBC: 4876.05
TOA:4876.18
DTBC: 4876.11
TOA:4876.23
TBC: 4876.64
TOA:4876.29
DTBC: 4876.09
TOA:4876.21
DTBC: 4876.01
TOA:4876.13
TBC: 4876.41
TOA:4876.06
TBC: 4875.85
TOA:4876.76
TOA:4876.58
2
.
3
%
2.1%
1.2%
1.2
%
7.8
%
7
.
7
%
1
.
5
%
1.2
%
1
.
2
%
0.
5
%
48
7
8
487
8
4
8
7
8
48
7
8
TOA:4877.62
TBC: 4877.95
TOA:4877.66
TBC: 4878.01
TOA:4877.71
DTBC: 4877.59
TOA:4877.77
DTBC: 4877.64
TOA:4877.82
TBC: 4878.17
TOA:4877.77
DTBC: 4877.64
TOA:4877.71
DTBC: 4877.59
TOA:4877.66
TBC: 4878.01
TBC: 4877.97
TOC: 4878.06
TOC: 4878.09
TOC: 4878.14
TOC: 4878.14
TOC: 4878.14
TOC: 4878.09
TOC: 4878.07
TOC: 4878.13
TOC: 4878.16
TOC: 4878.24
TOC: 4878.16
TOC: 4878.14
TOA:4878.40
TOA:4878.01
2.
0
%
TOA:4877.82
TBC: 4878.17
TOC: 4878.06
TOC: 4878.14
TOC: 4877.89
TOC: 4877.96
TBC: 4877.90
TOA:4877.54
TOA:4877.61
TBC: 4877.97
1
.
5
%
1.4
%1.4%
1.5
%
2
.
1
%
2.
1
%
4878 4878
6
.
6
%
4
.
7
%
1.6
%
1
.
8
%
7.3%
7.
7
%
0.6%
4880
4880
4880
48
7
8
48
7
8
48
7
6
48
7
7
48
7
6
48
8
048
7
9
48
7
8
TBC: 4879.49
TBC: 4879.53
TBC: 4880.32
TBC: 4880.61
TBC: 4880.72
DTBC: 4879.65
DTBC: 4879.76
DTBC: 4879.95
DTBC: 4880.05
TOC: 4880.15
TOC: 4880.62
TOC: 4880.70
TOC: 4880.44
TOC: 4880.45
TOC: 4880.30
TOC: 4880.23
TOC: 4880.23
TOC: 4880.08
TOC: 4880.16
TOC: 4880.57
TBC: 4880.26
DTBC: 4879.87
TOC: 4880.11
TOC: 4880.08
TOC: 4880.33
TOC: 4880.37
DTBC: 4879.61
DTBC: 4879.58
DTBC: 4879.84
TBC: 4880.13
TBC: 4880.39
TOC: 4880.27
TOC: 4880.15
TOC: 4880.73
TOC: 4880.81
TBC: 4880.03
TOC: 4880.54
TOA:4880.26
TOA:4880.17
TOA:4880.07
TOA:4879.97
TOA:4879.88
TOA:4879.78
TOA:4879.68
TOC: 4880.36
TOC: 4880.34
TOA:4880.04
TOA:4880.00
TOA:4879.96
TOA:4879.91
TOA:4879.78
TOA:4879.74
TOA:4879.71TOA:4879.67
TOC: 4880.08
2.
0
%
1
.
2
%
2
.
1
%
2.
1
%
7.
6
%
7
.
8
%
487
9
48
7
8
48
7
9
4
8
7
9
e
f
o
BE
L
BE
L
BF
O
BF
O
BF
O
BF
O
BF
O
TBC: 4879.00
TBC: 4879.16
DTBC: 4878.63
DTBC: 4878.66
TOC: 4879.14
TOC: 4879.19
TBC: 4879.10 TBC: 4879.17
DTBC: 4878.65
DTBC: 4878.62
TOC: 4879.16
TOC: 4879.21
TOA:4878.75
TOA:4878.77
TOA:4878.80
TOA:4878.82
TOA:4878.74
TOA:4878.75
TOA:4878.79
TOA:4878.81
TOC: 4878.84
TOC: 4878.81
TOC: 4878.86
TOC: 4878.82
2.0
%
2
.
1
%
0.6%
TOA:4879.10
SS
6
.
8
%
1.2
%
2
.
4
%
6
.
6
%
5
.
8
%
1.
6
%
4878
4878
48
7
7
48
7
6
48
7
5
4874
48
7
7
4
8
7
8
TBC: 4878.00
TBC: 4878.00
TBC: 4878.32
TBC: 4878.55
TBC: 4878.59
DTBC: 4877.69
DTBC: 4877.77
DTBC: 4877.93
DTBC: 4878.14
TOC: 4878.14
TOC: 4878.21
TOC: 4878.19
TOC: 4878.25
TOC: 4878.27
TOC: 4878.29
TOC: 4878.43
TOC: 4878.45
TOC: 4878.50
TOC: 4878.52
TOC: 4878.60
TOC: 4878.67
TOC: 4878.70
TOC: 4878.78
TOC: 4878.14
TOC: 4878.19
TOC: 4878.32
TOC: 4878.37
TBC: 4878.09
TBC: 4878.22
TBC: 4878.29
DTBC: 4877.69
DTBC: 4877.64
TBC: 4878.06
TOC: 4878.24
TOA:4878.20
TOA:4878.13
TOA:4878.05
TOA:4877.89
TOA:4877.81
TOA:4877.74
TOA:4877.97
TOC: 4878.32
TOA:4877.71
TOA:4877.73
TOA:4877.76
TOA:4877.81
TOA:4877.87
1
.
5
%
1.
8
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2.1
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2
.
1
%
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
SS SS SS
61+00 62+00
S
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.9.1_PEDESTRIAN CROSSING GRADING DETAIL.dwg - C.9.1 PEDESTRIAN CROSSING GRADING DETAIL - 2/15/2024 04:45pm, Nick.Croft
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0 20'40'
SCALE: 1" = 20'
SCALE:C.9.1
TETON RIVER TEMPLE ST & WEST CHURCH DR
NTS SCALE:C.9.1
TETON RIVER TEMPLE ST & TEMPLE VEIW DR
NTS SCALE:C.9.1
TETON RIVER TEMPLE ST & 2ND EAST
NTS
SCALE:C.9.1
MOODY RD & TEMPLE VIEW DR
NTS
SCALE:C.9.1
MOODY RD & WEST CHURCH DR
NTS
SCALE:C.9.1
2ND EAST
NTS
SCALE:C.9.1
MOODY RD & 2ND EAST
NTS
TETON RIVER TEMPLE ST
MOODY RDMOODY RD
TETON RIVER TEMPLE ST
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LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
GRADE BREAK LINE
SCALE:C.9.1
TEMPORARY TURNAROUND
NTS
1.SLOPE PER TYPICAL SECTION
2.DETAIL ONLY PERTAINS IF DEAD END
DETAIL NOTES
CONTRACTOR TO COORDINATE
IMPROVEMENTS OUTSIDE
PRESCRIPTIVE EASEMENT
WITH LAND OWNER
02/16/24
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DRAINAGE SYSTEM CALCULATIONS
SYSTEM REQUIREMENTS:
DRAINAGE AREA FOR "TETON RIVER
TEMPLE OFFSITE IMPROVEMENTS":647,095 SF
DESIGN STORM:25 YEAR (REXBURG, 1 HR)
SUMMARY:
STORAGE SYSTEM:STORMTECH SC-740 INFILTRATORS
*SEE STORAGE SUMMARY TABLE BELOW
-------------------------------------------------------------------------------------------------------------------
TOTAL STORAGE REQUIRED:71,085 CF
TOTAL STORAGE PROVIDED:71,757 CF
BASIN TOTAL AREA
(SF)
STORAGE
REQUIRED (CF)
STORAGE
PROVIDED (CF)NO. OF CHAMBERS ROCK BED
DEPTH (IN.)
A 53,105 5,009 5,036 34 (17 EACH RUN)42
B 4,263 332 397 4 6
C 9,506 838 854 9 6
D 9,194 811 854 9 6
E 9,130 805 854 9 6
F 8,435 809 854 9 6
G 4,190 431 489 5 6
H 7,011 618 671 7 6
I 10,110 892 945 10 6
J 9,874 980 1,036 11 6
K 11,000 1,214 1,219 13 6
L 16,627 1,882 2,046 18 (9 EACH RUN)18
L2 3,974 507 (SEE NOTE 1)--
M 12,130 1,379 1,542 14 (7 EACH RUN)18
M2 2,935 374 (SEE NOTE 1)--
N 14,236 1,616 1,676 18 6
N2 5,509 702 (SEE NOTE 1)--
O 26,031 3,029 3,095 24 30
P 17,996 2,294 2,315 25 6
Q 18,327 2,098 2,132 23 6
R 16,626 1,882 1,949 16 24
S 21,368 2,390
4635 (SEE NOTE 2)54 (27 EACH RUN 6
T 18,071 2,112
U 28,780 3,287 3,288 21 48
V 26,371 2,995 3,168 34 (17 EACH RUN)6
W 26,767 3,075 3,136 34 6
X 26,036 2,997 3,045 33 (18 EAST RUN +
15 WEST RUN)6
Y 28,660 3,229 3,319 36 6
Z 28,619 3,388 3,532 38 (19 EACH RUN)6
AA 33,094 3,725 3,775 41 6
BB 33,054 3,743 3,898 42 (21 EACH RUN)6
CC 26,828 2,977
6065 (SEE NOTE 2)72 (36 EACH RUN)6
DD 26,836 2,978
EE 26,195 2,907
5932 (SEE NOTE 2)44 (22 EACH RUN)42
FF 26,205 2,910
TOTALS 71,215 71,757 703
STORAGE VOLUMES TABLE
NOTES:
1.THE STORAGE REQUIRED FOR BASINS L2, M2 AND N2 IS PROVIDED VIA ROADSIDE SWALE ALONG
THE SOUTH SIDE OF MOODY ROAD.
2.THE STORAGE FOR THESE TWO BASINS HAS BEEN PROVIDED JOINTLY ON THE EAST SIDE OF
THE ROADWAY IN ORDER TO MAINTAIN PROPER SEPARATION FROM POTABLE WATER MAINS.
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.9.2_DRAINAGE & BASIN DETAILS.dwg - C.9.2 DRAINAGE & BASIN DETAILS - 2/15/2024 04:49pm, Nick.Croft
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SCALE: 1" = 100'
120'240'
1" = 120'
MOODY RD.
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IRRIGATION PROFILE 1
STATION
BOTTOM OF EXISTING DITCH
TOP OF BANK OF EXISTING DITCH
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8
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4880
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7+00
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4860
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4880
4890
36+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.0_IRRIGATION P&P 1.dwg - C.10.0 IRRIGATION P&P 1 - 2/15/2024 04:53pm, Nick.Croft
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PRELIMINARY
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H
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SCALE: 1" = 30'
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84
82
82
ABANDON OLD HEADGATE
STRUCTURE BY PLACING A
CONCRETE SLURRY ON THE
DOWNSTREAM SIDE OF GATE.
BACK FILL AND COMPACT TO
SUPPORT CONCRETE SLURRY
AND SLOPE 3:1 BACK TO
EXISTING.ID
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6
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C.10.0
1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
2. ALL ELEVATIONS ARE FG
3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO
PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 -
C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE
PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING
4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE
SHEET C.10.5.
SHEET NOTE
IRRIGATION KEYNOTES
INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25
WITHOUT CONCRETE APRON
INSTALL 48" CULVERT
TIE INTO EXISTING CULVERT
INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION
STRUCTURE. SEE DETAIL 1 SHEET C.10.5
INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE
DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM
FACING FLARED ENDS.
81
82
83
84
85
02/16/24
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4
8
7
6
.
0
3
-
4
8
"
(
N
)
55.81' of 48" CMP @ 0.20%
284.98' of 48" CMP @ 0.20%
ST
A
:
1
4
+
1
0
.
0
7
(
L
T
0
.
0
0
IR
M
H
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C
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:
4
8
8
2
.
9
0
IN
V
I
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:
4
8
7
6
.
9
0
-
4
8
"
(
N
)
IN
V
O
U
T
:
4
8
7
6
.
9
0
-
4
8
"
(
S
)
355.11' of 48" CMP @ 0.20%
ST
A
:
1
7
+
6
5
.
1
8
(
L
T
0
.
0
0
IR
M
H
-
D
RI
M
:
4
8
8
2
.
1
9
IN
V
I
N
:
4
8
7
6
.
1
9
-
4
8
"
(
N
)
IN
V
O
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T
:
4
8
7
2
.
9
7
-
4
8
"
(
S
)
ST
A
:
1
8
+
5
4
.
1
9
(
L
T
0
.
0
0
IR
M
H
-
E
RI
M
:
4
8
8
2
.
1
8
IN
V
I
N
:
4
8
7
2
.
7
9
-
4
8
"
(
N
)
IN
V
O
U
T
:
4
8
7
6
.
1
4
-
4
8
"
(
S
)
89.01' of 48" RCP @ 0.20%
IRRIGATION PROFILE 2
STATION
BOTTOM OF EXISTING DITCH
TETON RIVER TEMPLE ST
TOP OF BANK OF EXISTING DITCH
pp
TOP TOP TOP
TOP TOP TOP
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
SD SD
13+00
14+00 15+00 16+00 17+00 18+00 19+00
P
I
:
1
4
+
1
0
.
0
7
IR
IRR
IRR
IRIRRIRRIRRIRRIRR IRIRR
efo
efo BEL BFOBFO
BEL BEL BEL
BE
L
BEL BEL BEL BEL BEL BEL
BE
L
BF
O
BF
O
BF
O
BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBF
O
BFOBFOBFOBFOBFOBFOBFOBFO
4878
4878
4878
4880
48
8
1
4881
488
2
4
8
8
2
4879
48
7
8
4880
4880
4880
4
8
8
3
4
8
8
3
El
e
v
a
t
i
o
n
4850
4860
4870
4880
4890
7+00
4850
4860
4870
4880
4890
36+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.1_IRRIGATION P&P 2.dwg - C.10.1 IRRIGATION P&P 2 - 2/15/2024 04:58pm, Nick.Croft
1 5
RE
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RE
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DR
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2 3 4
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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
N
0 30'60'
SCALE: 1" = 30'
SH
E
E
T
C
.
1
0
.
2
SH
E
E
T
C
.
1
0
.
0
SHEET C.6.2
2ND EAST
81818181828282
82
85
82
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
IR
R
I
G
A
T
I
O
N
P
&
P
2
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
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O
F
F
S
I
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S
RE
X
B
U
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G
,
I
D
A
H
O
30
C.10.1
1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
2. ALL ELEVATIONS ARE FG
3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO
PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 -
C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE
PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING
4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE
SHEET C.10.5.
SHEET NOTE
IRRIGATION KEYNOTES
INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25
WITHOUT CONCRETE APRON
INSTALL 48" CULVERT
TIE INTO EXISTING CULVERT
INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION
STRUCTURE. SEE DETAIL 1 SHEET C.10.5
INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE
DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM
FACING FLARED ENDS.
81
82
83
84
85
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
S
T
02/16/24
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
Station
DITCH_EAST PROFILE
20+00 21+00 22+00 23+00 24+00 25+00
20+00
48
7
5
.
7
1
48
7
5
.
7
1
21+00
48
7
5
.
6
0
48
7
5
.
6
0
22+00
48
7
5
.
5
0
48
7
5
.
5
0
23+00
48
7
5
.
4
1
48
7
5
.
4
1
24+00
48
7
5
.
3
4
48
7
5
.
3
4
25+00
48
7
5
.
2
7
48
7
5
.
2
7
IRRIGATION PROFILE 3
STATION
BOTTOM OF EXISTING DITCH
PROPOSED SURFACE
gggggggggggggggggggggg
toe toe toe toe toe toe toe
pp pp sd
sd
sd
sd
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
SD SD SD
20+00 21+00 22+00 23+00 24+00 25+00
efo
BELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
BFO
BF
O
4880
4880
4880
4880
4879
4876
48764877
4877
48794880
4880
El
e
v
a
t
i
o
n
4850
4860
4870
4880
4890
7+00
4850
4860
4870
4880
4890
36+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.2_IRRIGATION P&P 3.dwg - C.10.2 IRRIGATION P&P 3 - 2/15/2024 05:03pm, Nick.Croft
1 5
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F
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T
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DE
S
I
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N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
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E
S
S
H
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T
WA
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I
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G
0
1
2
IF
T
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I
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B
A
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S
N
O
T
ME
A
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2
"
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C
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2 3 4
21
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 30'60'
SCALE: 1" = 30'
SH
E
E
T
C
.
1
0
.
3
SH
E
E
T
C
.
1
0
.
1
2ND EAST
C.9.0
8
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
IR
R
I
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A
T
I
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P
&
P
3
TE
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,
I
D
A
H
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31
C.10.2
1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
2. ALL ELEVATIONS ARE FG
3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO
PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 -
C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE
PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING
4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE
SHEET C.10.5.
SHEET NOTE
IRRIGATION KEYNOTES
INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25
WITHOUT CONCRETE APRON
INSTALL 48" CULVERT
TIE INTO EXISTING CULVERT
INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION
STRUCTURE. SEE DETAIL 1 SHEET C.10.5
INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE
DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM
FACING FLARED ENDS.
81
82
83
84
85
02/16/24
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
25+00 26+00 27+00 28+00 29+00 30+00 31+00
25+00
48
7
5
.
2
7
48
7
5
.
2
7
26+00
48
7
5
.
1
9
48
7
5
.
1
9
27+00
48
7
5
.
1
2
48
7
5
.
1
2
28+00
48
7
4
.
9
3
48
7
4
.
9
3
29+00
48
7
4
.
7
4
48
7
4
.
7
4
30+00
48
7
4
.
7
7
48
7
4
.
7
7
31+00
48
7
4
.
8
0
48
7
4
.
8
0
IRRIGATION PROFILE 4
STATION
BOTTOM OF EXISTING DITCHPROPOSED SURFACE
ggggggggggggggggggggggggg
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
SD SD SD SD SD
25+00 26+00 27+00 28+00 29+00 30+00 31+00
efo
efo
BELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
48
7
9
4879
487
7
4878
4879
4878
4875
4877
4878
4877
4875
4879
4880
4879
4879
El
e
v
a
t
i
o
n
4850
4860
4870
4880
4890
7+00
4850
4860
4870
4880
4890
36+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.3_IRRIGATION P&P 4.dwg - C.10.3 IRRIGATION P&P 4 - 2/15/2024 05:09pm, Nick.Croft
1 5
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S
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DR
A
W
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*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
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WA
R
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0
1
2
IF
T
H
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A
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D
O
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O
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A
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U
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2
"
T
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DR
A
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A
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C
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O
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2 3 4
21
9
4
S
n
a
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e
R
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,
I
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 30'60'
SCALE: 1" = 30'
SH
E
E
T
C
.
1
0
.
4
SH
E
E
T
C
.
1
0
.
2
2ND EAST
C.9.0
8
ID
-
6
1
7
7
-
2
2
CJ
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TL
M
CJ
F
02
/
1
6
/
2
0
2
4
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4
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,
I
D
A
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32
C.10.3
1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
2. ALL ELEVATIONS ARE FG
3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO
PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 -
C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE
PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING
4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE
SHEET C.10.5.
SHEET NOTE
IRRIGATION KEYNOTES
INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25
WITHOUT CONCRETE APRON
INSTALL 48" CULVERT
TIE INTO EXISTING CULVERT
INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION
STRUCTURE. SEE DETAIL 1 SHEET C.10.5
INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE
DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM
FACING FLARED ENDS.
81
82
83
84
85
02/16/24
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
4850
4860
4870
4880
4890
31+00 32+00 33+00 34+00 35+00 36+00
48
7
4
.
8
0
48
7
4
.
8
0
48
7
4
.
8
3
48
7
4
.
8
3
48
7
4
.
7
5
48
7
4
.
7
5
48
7
0
.
4
5
48
7
0
.
4
5
48
7
4
.
0
4
48
7
4
.
0
4
ST
A
:
3
4
+
1
0
.
0
8
12
"
S
S
M
A
I
N
16" DI WATER MAIN LINE
10.00' of 48" CMP @ 0.20%
10.01' of 48" CMP @ 41.34%
ST
A
:
3
4
+
8
7
.
3
3
(
L
T
0
.
0
0
AP
R
O
N
-
3
RI
M
:
4
8
7
8
.
0
3
IN
V
O
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T
:
4
8
7
3
.
9
4
-
4
8
"
(
N
W
)
ST
A
:
3
3
+
6
8
.
5
5
(
L
T
0
.
0
0
AP
R
O
N
-
2
RI
M
:
4
8
7
8
.
0
6
IN
V
O
U
T
:
4
8
7
3
.
9
7
-
4
8
"
(
S
)
ST
A
:
3
3
+
7
8
.
5
5
(
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0
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0
0
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M
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F
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:
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V
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:
4
8
7
3
.
9
5
-
4
8
"
(
N
)
IN
V
O
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T
:
4
8
7
0
.
0
0
-
4
8
"
(
S
)
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A
:
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4
+
7
6
.
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5
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0
0
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:
4
8
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4
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V
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:
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8
6
9
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0
-
4
8
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)
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:
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98.00' of 48" RCP @ 0.20%
IRRIGATION PROFILE 5
STATION
BOTTOM OF EXISTING DITCH
PROPOSED SURFACE
MOODY RD
DEPATCO TO INSTALL SIPHON
STRUCTURE AND JEROME BOWEN
TO TIE INTO STRUCTURE AND
CONTINUE SIPHON SOUTH
g
g
g
ggggggggg
w
S
to
e
toe toe
toe
toe
toe toe
toe
to
p
top
top top
top top
to
p
top
top top
top top
w
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
42.
6
'
4'
16
'
'
W
16
'
'
W
s
ss
ss
SD SD
31+00 32+00 33+00 34+00
35+
0
0
35+59
PI
:
3
4
+
8
0
.
5
5
P
I
:
3
5
+
2
3
.
1
3
P
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:
3
5
+
3
7
.
0
7
EP
:
3
5
+
5
8
.
6
3
IR IRIRR
BE
L
BELBELBELBELBEL
BF
O
BF
O
BF
O
BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
4878
4878
4877
4875
4876
4877
4878
4876 4877
4877
4850
4860
4870
4880
4890
7+00
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.4_IRRIGATION P&P 5.dwg - C.10.4 IRRIGATION P&P 5 - 2/15/2024 05:16pm, Nick.Croft
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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
N
0 30'60'
SCALE: 1" = 30'
C.9.0
8
SH
E
E
T
C
.
1
0
.
0
SHEET C.5.2
2ND EAST
MO
O
D
Y
R
D
8181
82
85
85
82 82
ID
-
6
1
7
7
-
2
2
CJ
F
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CJ
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02
/
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/
2
0
2
4
IR
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A
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P
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P
5
TE
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P
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33
C.10.4
1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
2. ALL ELEVATIONS ARE FG
3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TO
PLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 -
C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THE
PURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING
4.PROVIDE MINIMUM PIPE COVER OVER CULVERT PER DETAIL 2. SEE
SHEET C.10.5.
SHEET NOTE
IRRIGATION KEYNOTES
INSTALL 6'X6' PRECAST CONCRETE STRUCTURE PER ITD SD 605-25
WITHOUT CONCRETE APRON
INSTALL 48" CULVERT
TIE INTO EXISTING CULVERT
INSTALL PRECAST CONCRETE HEADWALL AND DIVERSION
STRUCTURE. SEE DETAIL 1 SHEET C.10.5
INSTALL 48" GALVANIZED STEEL APRON PER ITD SD 608-.SEE
DETAIL 3 SHEET C.10.5. INSTALL TRASH RACKS ON UPSTREAM
FACING FLARED ENDS.
81
82
83
84
85
DEPATCO TO INSTALL SIPHON
STRUCTURE AND JEROME BOWEN
TO TIE INTO STRUCTURE AND
CONTINUE SIPHON SOUTH
02/16/24
PRE
L
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.5_IRRIGATION DETAILS.dwg - C.10.5 IRRIGATION DETAILS - 2/15/2024 05:22pm, Nick.Croft
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I
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
ID
-
6
1
7
7
-
2
2
CJ
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CJ
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/
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C.10.5
SCALE:
3
C.10.1
GALVANIZED STEEL APRON DETAIL
NTS
EXISTING SURFACE
SCALE:
1
C.10.0
DIVERSION STRUCTURE DETAIL
NTS
PLAN VIEW
FRONT VIEW
48" CMP
WATERMAN C-10 CANAL GATE OR
APPROVED EQUAL FOR 48" CMP PIPE
6'-0"6" THICK REINFORCED
CONCRETE
6" THICK TURN DOWN EMBEDDING INTO
CANAL BOTTOM
TOP OF CANAL BANK
ROUTINE HIGH WATER MARK
6" THICK REINFORCED CONCRETE
APRON
2'
MATCHING EXISTING INVERT
FINISH GRADE
FULL HEIGHT WING WALL
10'
6'
6.
5
'
6"
6"
3.
5
'
6"
18
"
M
I
N
I
M
U
M
TYP 3:1 SLOPE TO
MATCH EXISTING SURFACE
48
"
SCALE:
2
C.10.0
PIPE COVER DETAIL
NTS
4'
02/16/24
PRE
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14
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13
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14
.
1
'
±
13
.
9
'
±
19
.
1
'
±
sd
sd
sd
sdsd
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
14
'
13
'
13
'
15
.
2
'
±
13
.
2
'
±
15
.
8
'
±
14
'
13
'
16
'
±
12
.
6
'
±
15
.
6
'
±
sd
sd
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
15
.
5
'
±
12
.
2
'
±
15
.
7
'
±
14
'
13
'
14
'
13
'
S
32+00 33+00 34+00 35+00 35+54EP
:
3
5
+
5
3
.
7
2
14
.
3
'
±
13
'
13
'
14
'
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.11.0_2ND EAST STRIPING EXHIBIT.dwg - C.11.0 2ND EAST STRIPING EXISTING CONDITIONS - 2/15/2024 05:24pm, Nick.Croft
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5
2
2
-
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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
N
0 30'60'
SCALE: 1" = 30'
PL
A
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1
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A
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2
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3
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PLAN VIEW 1
PLAN VIEW 2
PLAN VIEW 3
PLAN VIEW 4
2ND EAST
2ND EAST
2ND EAST
2ND EAST
SHEET NOTES:
1.ALL STRIPING TO MEET MUTCD STANDARDS
2.ALL SPECIAL PAVEMENT MARKINGS (TURN ARROWS, STOP BARS,
CROSSWALKS, AND ANY OTHER LINES 8" OR WIDER) MUST BE
THERMOPLASTIC, INCLUDING THE STOP BARS AND CROSSWALKS AT THE
COMMERCIAL DRIVE APPROACHES ONTO THE PUBLIC ROADWAYS. TURN
ARROWS BACK ON THE SOUTH FORK APPROACHES MUST BE
THERMOPLASTIC. (THE SEAL COAT SHOULD NOT BE PLACED OVER THE
THERMOPLASTIC MARKINGS. THEREFORE, ANY MARKINGS TEMPORARILY
PLACED PRIOR TO THE SEAL COAT SHOULD BE PAINTED.
PROTECT IN PLACE NOTES:
PROTECT 4" SOLID WHITE
PROTECT 4" WHITE SKIP
PROTECT 4" SOLID YELLOW
PROTECT 4" YELLOW SKIP
PROTECT 8" SOLID WHITE
PROTECT LANE MARKINGS
PROTECT CROSSWALK AND STOP BAR
P01
P02
P03
P04
P05
P06
P07
DEMOLITION/EXISTING KEY NOTES:
REMOVE 4" SOLID WHITE
REMOVE 4" WHITE SKIP
REMOVE 4" SOLID YELLOW
REMOVE 4" YELLOW SKIP
REMOVE 8" WHITE SKIP
D01
D02
D03
D04
D05
P01
P01
P03
P03
D01
D02
D02
D02 D02
D02
D02 D02
D03
D03
D03
D01 D01
D01 D01 D01
D03 D03
D03
D03
D03
D01
D05 D05
D01
D03D04 D03D04 D03D04
D04 D04
D01
P02 P02
P03 P03 P03 P03 P03
P02
P02 P02
P04 P04 P04 P03 P03
P05 P05P06 P06
P06P06
P02 P02
P07P06P06
P03 P03
D05 D05
D01 D01
D03
D03
ID
-
6
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7
7
-
2
2
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C.11.0
02/16/24
PRE
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Y
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
14
'
13
'
14
.
1
'
±
13
.
9
'
±
19
.
1
'
±
sd
sd
sd
sdsd
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
14
'
13
'
13
'
15
.
2
'
±
13
.
2
'
±
15
.
8
'
±
14
'
13
'
16
'
±
12
.
6
'
±
15
.
6
'
±
sd
sd
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
15
.
5
'
±
12
.
2
'
±
15
.
7
'
±
14
'
13
'
14
'
13
'
S
32+00 33+00 34+00 35+00 35+54EP
:
3
5
+
5
3
.
7
2
14
.
3
'
±
13
'
13
'
14
'
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.11.0_2ND EAST STRIPING EXHIBIT.dwg - C.11.1 2ND EAST OVERALL STRIPING PLAN - 2/15/2024 05:25pm, Nick.Croft
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2 3 4
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4
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5
2
2
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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
N
0 30'60'
SCALE: 1" = 30'
KEY NOTES STRIPING:
8" SOLID WHITE
4" SOLID YELLOW
4" YELLOW SKIP (10' X 30')
4" SOLID WHITE
4" WHITE SKIP (10' X 30')
CROSSWALK AND STOP BAR
LANE MARKINGS
APPROACH STRIPING TO BE POSTPONED UNTIL LOT DEVELOPMENTS
A
B
C
D
E
F
G
H
A F
GG
E
A
BB
B
E
E E E
B
B C B C
A
G G
G G
E
E
E
E E
E
E
EE
E
B C
B CBC
B C
B
B C
B C
B
D
D
ID
-
6
1
7
7
-
2
2
CJ
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02
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C.11.1
PL
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PLAN VIEW 1
PLAN VIEW 2
PLAN VIEW 3
PLAN VIEW 4
2ND EAST
2ND EAST
2ND EAST
2ND EAST
2ND EAST
2ND EAST
SHEET NOTES:
1.ALL STRIPING TO MEET MUTCD STANDARDS
2.ALL SPECIAL PAVEMENT MARKINGS (TURN ARROWS, STOP BARS,
CROSSWALKS, AND ANY OTHER LINES 8" OR WIDER) MUST BE
THERMOPLASTIC, INCLUDING THE STOP BARS AND CROSSWALKS AT THE
COMMERCIAL DRIVE APPROACHES ONTO THE PUBLIC ROADWAYS. TURN
ARROWS BACK ON THE SOUTH FORK APPROACHES MUST BE
THERMOPLASTIC. (THE SEAL COAT SHOULD NOT BE PLACED OVER THE
THERMOPLASTIC MARKINGS. THEREFORE, ANY MARKINGS TEMPORARILY
PLACED PRIOR TO THE SEAL COAT SHOULD BE PAINTED.
02/16/24
PRE
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.12.0_EROSION CONTROL.dwg - C.12.0 EROSION CONTROL - 2/15/2024 05:27pm, Nick.Croft
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PRELIMINARY
NOT FOR
CONSTRUCTION
H
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0 100'200'
SCALE: 1" = 100'
R25'
1" TO 3"
COARSE AGGREGATE
FILTER FABRIC
50' MI
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STABILIZED CONSTRUCTION ENTRANCE
EC-5
30
'
MIN
12"
DIAMETER ROCK
6" MIN
18" MIN
18
"
M
I
N
48" MIN48" MIN
4" PVC PIPE
FLOW
CROSS-SECTION
WOVEN FABRIC SANDBAG FILLED WITH
COARSE SAND-MIN WEIGHT 40 LBS.24" MIN
FRONT VIEW
4" PVC PIPE FOR DRAINAGE
SANDBAG BARRIER
SPC-2
INLET PROTECTION (PAVED AREA)
BMP 31
RETRIEVAL STRAP
OVERFLOW
(PEAK STORM)
SEDIMENT ACCUMULATION
GEOTEXTILE FABRIC
SILT FENCE
BMP 63-68
EQUAL ALTERNATE: STEEL FENCE POST
FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE
STAPLES OR WIRE RINGS TO ATTACH FABRIC
TO WIRE
2" X 2" 14 GA WIRE
FABRIC OR EQUIV.
BURY BOTTOM OF FILTER MATERIAL IN
8" X 12" TRENCH
FILTER FABRIC MATERIAL
2" X 2" 14 GA WIRE
FABRIC OR EQUIV.
PROVIDE 3/4" - 1 1/2" WASHED GRAVEL
BACKFILL IN TRENCH AND ON BOTH
SIDES OR FILTER FENCE FABRIC ON
THE SURFACE
2" X 4" WOOD POST ALT:
STEEL FENCE POSTS
8"
12
"
2'
-
6
"
2'
-
0
"
5'
-
0
"
6"
LEGEND
SILT FENCE SEE DETAIL THIS SHEET
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
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 4395 LF
CONSTRUCTION FENCE -
EARTH DIKE & DRAINAGE
SWALE -
RIP RAP -
HYDROSEEDING -
STABILIZED CONSTRUCTION
ENTRANCE 2
STABILIZED STAGING AREA 2
CONCRETE WASH OUT 2
SEDIMENT BASIN -
WHEEL WASH -
INLET PROTECTION 31
CHECK DAM -
LIMITS OF DISTURBANCE ±16.86 AC
PROJECT ACRES ±16.86 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
SF SF
LOD LOD
2 2
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C.12.0
11
1 1
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02/16/24
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SS PLUG 13
RIM: 4865.91
INV OUT: 4862.39 8" (S)
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.13.0_PHASING PLAN.dwg - C.13.0 PHASING PLAN - 2/15/2024 05:32pm, Nick.Croft
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SCALE: 1" = 100'
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C.13.0
PHASING PLAN LEGEND
PHASE 1:
- ALL PUBLIC UTILITY INFRASTRUCTURE
- 2ND EAST PAVEMENT, CURB & GUTTER, AND SIDEWALK INCLUDING THE
INTERSECTION OF MOODY RD AND 2ND EAST
- RELOCATION OF THE DITCH ALONG 2ND EAST
- CULVERTS UNDER STREET 'A' AND MOODY RD, BURY DITCH ON NORTH LOT
- ASPHALT AND CURB & GUTTER ON STREETS 'A' AND 'B' (BOTH SIDES)
- ASPHALT AND CURB & GUTTER ON MOODY RD BETWEEN 2ND EAST AND THE
WEST SIDE OF STREET 'B'
- ASPHALT PAVEMENT (FULL WIDTH) AND CURB & GUTTER ON NORTH SIDE OF
MOODY RD FROM STREET 'B' TO WEST EDGE OF PROPERTY
PHASE 2:
- ASPHALT AND CURB & GUTTER ON STREET 'C'
PHASE 3:
- SIDEWALK TO BE INSTALLED THROUGH SITE PLAN DEVELOPMENT
02/16/24
PRE
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.14.0_OVERALL DETAILS.dwg - C.14.0 OVERALL STANDARD DETAILS - 2/15/2024 05:34pm, Nick.Croft
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Scale
Project Name and Address
REXBURG
Plot Scale
Date
Description
Sheet
Firm Name and Address
CITYOF
America's Family Community
ES
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CITY OF REXBURG
INFILTRATOR
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INFILTRATOR
4/4/2022
1 = 1 AS NOTED 18
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Project Name and Address
REXBURG
Plot Scale
Date
Description
Sheet
Firm Name and Address
CITYOF
America's Family Community
ES
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STANDARD DETAIL
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4/4/2022
1:2 NO SCALE 8Scale
Project Name and Address
REXBURG
Plot Scale
Date
Description
Sheet
Firm Name and Address
CITYOF
America's Family Community
CITY OF REXBURG
SIDEWALK CURB & GUTTER DRIVEWAY
COMMERCIAL & MULTI-FAMILY
STANDARD DETAILS
COMMERCIAL
4/4/2022
1 = 12 NO SCALE 7
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02/16/24
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.0 - 2/15/2024 05:37pm, Nick.Croft
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0 100'200'
SCALE: 1" = 100'
2ND EAST -
LANDSCAPE PLAN
SHEET L.1.1
2ND EAST -
LANDSCAPE PLAN
SHEET L.1.2
TEMPLE VIEW DR -
LANDSCAPE PLAN
SHEET L.1.7
TEMPLE VIEW DR -
LANDSCAPE PLAN
SHEET L.1.8
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WEST CHURCH DR -
LANDSCAPE PLAN
SHEET L.1.9
WEST CHURCH DR -
LANDSCAPE PLAN
SHEET L.1.10
1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL
MATERIALS FOR BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE
PLAN SHALL DICTATE QUANTITIES TO BE USED.
2.TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS:
2.1.6" DEPTH IN ALL PLANTER BED AREAS
2.2.4" DEPTH IN ALL TURF SOD AREAS
2.3.4" DEPTH IN ALL NEW SEED AREAS.
2.4.2" DEPTH IN ALL RESTORATION AREAS THAT WERE PREVIOUSLY VEGETATED.
3.EDGING SHALL BE IMPLEMENTED BETWEEN ALL VARYING LANDSCAPE MATERIALS SUCH
AS TURF GRASS AND BARK MULCH, BARK MULCH AND ROCK MULCH, TURF GRASS AND
BROADCAST SEED, ETC. EXACT TYPE OF EDGING SHALL BE INDICATED ON THE PLANS. IF
NO EDGING IS INDICATED ON THE PLANS A 6" X 6" SLIP FORMED, SQUARE CONCRETE
CURB SHALL BE USED.
4.LANDSCAPE ROCK AND BARK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER.
SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. MULCH MATERIAL SHALL BE
IMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS AT THE FOLLOWING
DEPTHS:
4.1.1-2" DIAMETER FRACTURED STONE : 4"
4.2.2-4" DIAMETER FRACTURED STONE: 4"
4.3.STONE LARGER THAN 4" IN DIAMETER: DEPTH SHALL BE TWICE THE DIAMETER OF THE
SMALLEST STONE IN THE SPECIFIED GRADATION.
4.4.1-2" COBBLE ROCK: 4"
4.5.2-4" COBBLE ROCK: 6"
4.6.PULL MULCH MIN. OF 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN.
6" AWAY FROM ALL TREES.
5.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND
ORDINANCES.
6.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND
PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE
MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN
PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT
7.BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD
VERIFY ALL BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDE
NECESSARY ADJUSTMENTS.
8.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR
PERIOD AFTER PLANTING. FOLLOWING THE FIRST 24 HOURS ALL PLANTS SHALL BE
WATERED ROUTINELY TO ENSURE SURVIVABILITY AND PROMOTE ESTABLISHMENT.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WATERING SCHEDULE FOR THE
OWNER'S REVIEW AND REFERENCE.
9.THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATE
OF FINAL ACCEPTANCE.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OF
ALL UNDERGROUND UTILITIES DURING THE INSTALLATION OF LANDSCAPE AND
IRRIGATION ELEMENTS. SHOULD ANY DAMAGE OCCUR TO UNDERGROUND UTILITIES THE
CONTRACTOR SHALL REPLACE OR REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THE
OWNER.
11.PRIOR TO STREET/PUBLIC TREE INSTALLATION, PRUNING (CROWN/ROOT) OR REMOVAL
PLEASE HAVE THE CONTRACTED LICENSED CERTIFIED ARBORIST SUBMIT A COMPLETE
PUBLIC TREE PERMIT APPLICATION AT LEAST 10 DAYS PRIOR TO WORK BEING
PERFORMED FOR THIS PROJECT TO INCLUDE CERTIFIED ARBORIST INFORMATION AND
START AND COMPLETION DATES."
12.DIMENSIONS SHOWN ON LANDSCAPE PLAN ARE SHOWN FOR REFERENCE AND TO AID IN
INSTALLATION. SLIGHT DEVIATIONS (+/-1') FROM THE DIMENSIONS SHOWN ARE
ACCEPTABLE AS LONG AS THE OVERALL INTENT OF THE DESIGN IS MAINTAINED.
13.THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING TREES DAMAGED
DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER OR DEVELOPER.
14.IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS SHALL BE PROVIDED USING EXISTING
PRESSURIZED IRRIGATION LINES AND THE SOURCE. THE SYSTEM SHALL BE A
COMBINATION OF SPRAY/ROTARY HEADS FOR TURF GRASS AREAS AND DRIP TUBING
WITH IN LINE EMITTERS FOR SHRUB AND TREE PLANTING AREAS. SEE IRRIGATION PLANS
FOR EXACT LAYOUT.
15.UTILITY LAYOUTS FOR THE CZC SUBMITTAL ARE DIAGRAMMATIC AND SUBJECT TO
CHANGE AS THE DESIGN PROGRESSES. THE LANDSCAPE PLAN WILL BE UPDATED
ACCORDINGLY TO RESOLVE CONFLICTS BETWEEN UTILITIES/UTILITY EASEMENTS AND
PLANTINGS .
GENERAL LANDSCAPE NOTES
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE
GROUND COVERS QTY BOTANICAL / COMMON NAME
285,723 SF POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS
PLANT SCHEDULE OVERALL
PRE
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.1 - 2/15/2024 05:38pm, Nick.Croft
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H
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0 20'40'
SCALE: 1" = 20'
SH
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SH
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SH
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+
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L
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1
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1
2
2
2 2
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.1
2
TE
T
O
N
R
I
V
E
R
TE
M
P
L
E
S
T
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 70,250 SF
PLANT SCHEDULE L.1.1
PRE
L
I
M
I
N
A
R
Y
N
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F
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C
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S
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R
U
C
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I
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N
FOR
R
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E
W
O
N
L
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22+00 23+00 24+00 25+00 26+00 27+00PI
:
2
5
+
5
0
.
7
7
PI
:
2
6
+
5
1
.
7
7
SD SD SD SD
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BELBELBELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
BEL
BFO
BFO
BF
O
4880
4880
4876
4876
4877
4877
4878
4878
4878
4879
27+00 28+00 29+00 30+00
31+00
32+00
PI
:
2
9
+
8
9
.
0
5
PI
:
3
1
+
6
9
.
0
5
SD SD SD
efo
BELBELBELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
g
g
S
to
e
toe
toe toe
toe
toe
toe
toe
toe toe
toe
toe
top
to
p
top
top
top top
top
top top top
to
p
top
top
top top
top
top top top
w
16
'
'
W
16
'
'
W
s
ss
ss
32+00 33+00
3
4
+
0
0
PC
:
3
3
+
6
9
.
0
5
PT: 34+20.03
SD
IR IRIRR
BE
L
BELBELBELBEL
BF
O
BF
O
B
F
O
BFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
4875
4875
4876
4876
4877
4877
4878
487
5
487
5
487
6
487
6
48
7
7
4878
48
7
8
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.2 - 2/15/2024 05:39pm, Nick.Croft
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2 2 2 2
2 2 2
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2
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.2
1
MO
O
D
Y
R
D
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 72,675 SF
PLANT SCHEDULE L.1.2
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
pp
pp
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
S
41+00
42+00 43+00 44+00 45+00 46+00
SD
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
SS
SSS
e
fo
e fo
BE
L
BF
O
B
F
O
BF
O
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO
BFO
BFO
BFO
BFO
BEL BEL BEL BEL BEL
BEL
BEL
BFO
4875 4875
4876
pp
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W46+00 47+00 48+00 49+00 50+00
SDSD
S
e fo
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFOBELBELBELBELBELBELBELBELBEL
4877 4877 4877
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.3 - 2/15/2024 05:40pm, Nick.Croft
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PRELIMINARY
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SCALE: 1" = 20'
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SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.3
WE
S
T
CH
U
R
C
H
D
R
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 22,910 SF
PLANT SCHEDULE L.1.3
PRE
L
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pppp
12
'
'
W
12
'
'
W
12
'
'
W
12
'
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W
12
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W
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
SS
50+00 51+00 52+00 53+00 54+00 55+00
S
e
fo
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO
BEL BEL BEL BEL
4
8
7
8
4878 4878
w
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pp
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16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
s ssssssssss
56+00 57+00 58+00
59+00
SD
IR
IR
IR
R
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W
8'
'
W
8'
'
W
SD
S
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BEL BEL BEL BEL BEL BEL
BE
L
BF
O
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BF
O
4
8
7
5
4
8
7
5
4
8
7
6
4
8
7
6
48
7
7
4
8
7
8
4877
4877
4878
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.4 - 2/15/2024 05:41pm, Nick.Croft
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PRELIMINARY
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CONSTRUCTION
H
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0 20'40'
SCALE: 1" = 20'
ID
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1
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SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.4TE
M
P
L
E
VI
E
W
D
R
2N
D
E
A
S
T
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 29,994 SF
PLANT SCHEDULE L.1.4
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
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U
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FOR
R
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L
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12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
S SS
SS SS SS SS
61+00 62+00 63+00 64+00 65+00 66+00
SD
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
SS SS SS SSS
SS
SSS
e
fo
efo
BELBELBELBELBELBELBEL
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BE
L
BE
L
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
SD
4
8
7
7
4877
4877 487
7
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
S SSSSSSSSSSSSSSSS
66+00 67+00 68+00 69+00 70+00
SD
SD
8'
'
W
8'
'
W
S S
efo
BELBELBELBELBELBELBELBELBELBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
STA: ???
SS PLUG 13
RIM: 4865.91
INV OUT: 4862.39 8" (S)
48764876
4877
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.5 - 2/15/2024 05:41pm, Nick.Croft
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PRELIMINARY
NOT FOR
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H
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0 20'40'
SCALE: 1" = 20'
ID
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,
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45
L.1.5
SH
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L
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5
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TETON RIVER TEMPLE ST
SH
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1
.
6
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L
.
1
.
5
ST
A
:
6
6
+
0
0
2
2
2
2
1
1
1
1
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.5
2
TETON RIVER TEMPLE ST
WE
S
T
CH
U
R
C
H
D
R
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 26,595 SF
PLANT SCHEDULE L.1.5
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
g
g
g
g
g
g
g
to
e
to
e
to
e
to
e
to
e
to
e
to
e
pp
pppp
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
S
SS
75+00 76+00 77+00 78+00 79+00
IR
IR
IR
R
8'
'
W
8'
'
W
S
efo
e
fo
BE
L
BE
L
BE
L
BEL
BEL
BEL
BEL
BEL
BELBELBFOBFOBFOBFOBFOBFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
4
8
8
0
4878
4879
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
S SSSSSSSSSS
SS
SS SS SS SS SS
70+00 71+00 72+00 73+00 74+00 75+00
SD
SD
S
e
fo
BELBELBELBELBELBELBELBELBELBELBEL
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BF
O
INV OUT: 4862.39 8" (S)
4878 4878
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.6 - 2/15/2024 05:42pm, Nick.Croft
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PRELIMINARY
NOT FOR
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G I N E E R
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0 20'40'
SCALE: 1" = 20'
ID
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SH
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L
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6
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:
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:
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SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.6
TETON RIVER TEMPLE ST
TETON RIVER TEMPLE ST
1
2
TE
M
P
L
E
VI
E
W
D
R
2N
D
E
A
S
T
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 24,699 SF
PLANT SCHEDULE L.1.6
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
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R
C
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N
S
T
R
U
C
T
I
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N
FOR
R
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V
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W
O
N
L
Y
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
S
SS
SS SS SS SS SS SS S
SS
81+00
82+00 83+00 84+00 85+00 86+00
PI
:
8
0
+
8
5
.
5
1
8'
'
W
8'
'
W
SSSSSSSS
8'
'
W
8'
'
W
8'
'
W
S S
SS
e
fo
efo
BE
L
BE
L
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BELBELBELBELBELBELBELBELBELBEL
BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
487648774878
12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
SSSSSSSSSS
85+00 86+00 87+00 88+00 89+00 90+00
SD
SD
SSSSSSSSSS SS
efo
BELBELBELBELBELBELBELBELBELBELBELBEL BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
4876
4876
4876
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.7 - 2/15/2024 05:43pm, Nick.Croft
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PRELIMINARY
NOT FOR
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H
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G I N E E R
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0 20'40'
SCALE: 1" = 20'
ID
-
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02
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47
L.1.7
SH
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L
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1
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7
ST
A
:
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5
+
0
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TEMPLE VIEW DR
SH
E
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L
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1
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A
:
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A
:
8
6
+
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1
1
1
1
2
2
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.7
2
2
TEMPLE VIEW DR
TE
T
O
N
R
I
V
E
R
TE
M
P
L
E
S
T
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 37,257 SF
PLANT SCHEDULE L.1.7
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
12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
S SS SS SS SS SS SSSSSSSS
90+00
91+00
92+00 93+00
SD
SD
S
efo
BELBELBELBELBELBEL BF
O
BFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFOBFO
4876
12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
16
'
'
W
16
'
'
W
SSSSS SS SS SS
97+7194+00
95+00
96+00
97+00
PI
:
9
7
+
0
6
.
3
6
EP
:
9
7
+
7
1
.
1
9
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
SS
SS
e
fo
B
F
O
4877 487
8
48
7
8
4
8
7
8
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.8 - 2/15/2024 05:43pm, Nick.Croft
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PRELIMINARY
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H
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G I N E E R
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0 20'40'
SCALE: 1" = 20'
ID
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.
8
ST
A
:
9
4
+
0
0
SH
E
E
T
L
.
1
.
7
ST
A
:
9
0
+
0
0
SH
E
E
T
L
.
1
.
8
ST
A
:
9
4
+
0
0
1
1
1
1
2
2
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.8
TEMPLE VIEW DR
TEMPLE VIEW DR
2
MO
O
D
Y
R
D
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 26,718 SF
PLANT SCHEDULE L.1.8
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
102+00 103+00 104+00 105+00 106+00 107+00
PI
:
1
0
2
+
4
7
.
2
7
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
8'
'
W
8'
'
W
SS
S S
e fo
BEL BEL BEL BEL BEL BEL
BF
O
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
488
0
487
8487
9
488
1488
2
4883
488
3
4883
4880
4878
4879
4881
4882
4883
4883
48
8
3
4880 4878
4879
4881
4882
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
S
SS
107+00 108+00 109+00 110+00 111+00 112+00
PI
:
1
0
7
+
2
5
.
0
0
PI
:
1
0
8
+
5
0
.
0
0
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
SS
SSSSSSSSSSSS S
SS
SSSSSS
e
fo
BE
L
BE
L
BE
L
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BF
O
BELBELBELBELBELBELBELBELBELBELBEL
BFO BFO BFO BFO BFO BFO BFO BFO
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
SD
4876
487
7
48
7
7
4
8
7
7
112+00 113+00 114+00
SD
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
SSSSSSSS
e fo
BELBELBELBEL
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
4875
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.9 - 2/15/2024 05:44pm, Nick.Croft
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2 3 4
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(2
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5
2
2
-
1
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2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
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-
L
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R
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P
L
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F
F
S
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,
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A
H
O
49
L.1.9
SH
E
E
T
L
.
1
.
9
ST
A
:
1
0
7
+
0
0
SH
E
E
T
L
.
1
.
1
0
ST
A
:
1
1
2
+
0
0
WEST CHURCH DR
SH
E
E
T
L
.
1
.
9
ST
A
:
1
0
7
+
0
0
1
1
2
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.9
1 2
WEST CHURCH DR
SH
E
E
T
L
.
1
.
1
0
ST
A
:
1
1
4
+
0
0
SH
E
E
T
L
.
1
.
9
ST
A
:
1
1
2
+
0
0
1
WEST CHURCH DR
2
2
1
1
2
TE
T
O
N
R
I
V
E
R
TE
M
P
L
E
S
T
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 24,785 SF
PLANT SCHEDULE L.1.9
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
114+00 115+00 116+00 117+00 118+00 119+00
PI
:
1
1
7
+
0
0
.
0
0
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
SS
SS S SSSSSSSSSSSSSSSS SSS
e fo
BELBELBELBELBELBELBELBELBELBELBEL
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
48754875
4876 4876
16
'
'
W
16
'
'
W
119+00 120+00 121+00 122+00 123+00 124+00
PI
:
1
2
4
+
0
2
.
2
5
SD
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
SSSSSSSSSSSSSS S
SS
SS SS SS SS
e fo
e
fo
BELBELBELBELBELBELBELBELBELBEL
BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO BFO
BFO
BF
O
B
F
O
B
F
O
B
F
O
B
F
O
B
F
O
B
F
O
BE
L
BE
L
4875
4876
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.10 - 2/15/2024 05:45pm, Nick.Croft
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2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 20'40'
SCALE: 1" = 20'
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
WE
S
T
C
H
U
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C
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D
R
-
L
A
N
D
S
C
A
P
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P
L
A
N
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N
R
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P
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F
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L.1.10
SH
E
E
T
L
.
1
.
1
0
ST
A
:
1
1
9
+
0
0
SH
E
E
T
L
.
1
.
9
ST
A
:
1
1
4
+
0
0
12
SYMBOL DESCRIPTION
PROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANS
PROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS
1
2
REFERENCE NOTES SCHEDULE L.1.10
SH
E
E
T
L
.
1
.
1
0
ST
A
:
1
1
9
+
0
0
12
1
WEST CHURCH DR
WEST CHURCH DR
MO
O
D
Y
R
D
SYMBOL BOTANICAL / COMMON NAME QTY
GROUND COVERS
POA PRATENSIS `IMPERIAL BLUE`
IMPERIAL BLUE KENTUCKY BLUEGRASS 41,606 SF
PLANT SCHEDULE L.1.10
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
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V
I
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W
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L
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.2.0 - 2/15/2024 05:45pm, Nick.Croft
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A
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3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
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02
/
1
6
/
2
0
2
4
LA
N
D
S
C
A
P
E
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T
A
I
L
S
TE
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51
L.2.0
TOPSOIL
NOT TO SCALE
NOTES:
1.LANDSCAPE CONTRACTOR SHALL CONFIRM SUBBASE FINISH GRADE WITH
GENERAL CONTRACTOR PRIOR TO INSTALLATION OF TOPSOIL.
2.LANDSCAPE CONTRACTOR RESPONSIBLE TO LEAVE TOPSOIL FINISH
GRADE AT THE CORRECT LEVEL TO ACCOMMODATE TURFGRASS OR
MULCH AND STILL BE 1
2 " BELOW ADJACENT HARDSCAPES.
3.LANDSCAPE CONTRACTOR RESPONSIBLE TO COMPACT AND ALLOW
SETTLING OF TOPSOIL AND SUB-GRADE PRIOR TO PLANTING, SEEDING, OR
LAYING OF TURF SOD.
CLEAN TOPSOIL, IMPORTED OR
STOCKPILED. DEPTH PER PLANS AND
PLANTING DETAILS
MIX LOWER 2" OF
TOPSOIL AND
UPPER 2" OF
TILLED
SUB-GRADE.
TILL UPPER 6" OF
SUBGRADE PRIOR
TO INSTALLATION
OF TOPSOIL
UNDISTURBED SUBGRADE
1
LD-INS-TET OFF-35
TURF SOD
NOT TO SCALE
NOTES:
1.ROOT MAT THICKNESS WILL VARY ENSURE TOP OF ROOT MAT IS 1" BELOW
TOP OF CURB, WALK, OR EDGING. ADJUST DEPTHS AND DIMENSIONS SHOWN
AS NECESSARY.
2.SOD SHALL BE 100% KENTUCKY BLUEGRASS OR BIO GRASS BIO-NATIVE AS
SPECIFIED ON PLANS.
CONCRETE CURB,
SIDEWALK OR
EDGING IF APPLICABLE -
SEE PLAN.
SOD ROOT AREA
4" DEPTH OF CLEAN
TOPSOIL.
CROSS RIP OR TILL
SUBGRADE.
1"
4.
5
"
6"
LD-INS-TET OFF-29
2PRE
L
I
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A
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N
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FOR
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W
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.3.0 - 2/15/2024 05:45pm, Nick.Croft
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D
DR
A
W
N
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A
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T
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DR
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,
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3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
ID
-
6
1
7
7
-
2
2
CJ
F
TL
M
CJ
F
02
/
1
6
/
2
0
2
4
IR
R
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A
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S
P
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L.3.0
SITE WORK
EXAMINATION
A.SITE VERIFICATION OF CONDITIONS
1.48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE, CONTACT IDAHO DIGLINE OR
OTHER LOCALLY RECOGNIZED AND REPUTABLE UNDERGROUND UTILITY LOCATOR SERVICE
COMPANY TO ARRANGE FOR UTILITY LOCATION SERVICES.
2.POTHOLE TO VERIFY LOCATION OF EXISTING VARIOUS UNDERGROUND FACILITIES AT SUFFICIENT
LOCATIONS TO ASSURE THAT NO CONFLICT WITH THE PROPOSED WORK EXISTS AND SUFFICIENT
CLEARANCE IS AVAILABLE TO AVOID DAMAGE TO EXISTING FACILITIES.
3.PERFORM POTHOLING AT LEAST 10 WORKING DAYS IN ADVANCE OF PERFORMING ANY
EXCAVATION OR UNDERGROUND WORK.
4.UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH EXISTING FACILITIES, NOTIFY ARCHITECT BY
PHONE OF FAX WITHIN 24 HOURS, FOLLOW TELEPHONE OR FAX NOTIFICATION WITH LETTER AND
DIAGRAMS INDICATING CONFLICT OR PROBLEM AND SUFFICIENT MEASUREMENTS AND DETAILS TO
EVALUATE PROBLEM.
B.PROTECTION
1.AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING ON OR ADJACENT TO PUBLIC
STREETS OR HIGHWAYS.
2.REMOVE SPILLAGE AND SWEEP, WASH, OR OTHERWISE CLEAN PROJECT, STREETS, AND
HIGHWAYS.
3.DUST CONTROL-
3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT DUST NUISANCE, BOTH ON-SITE AND
ADJACENT TO PUBLIC AND PRIVATE PROPERTIES.
3.2.CORRECT OR REPAIR DAMAGE CAUSED BY DUST.
3.3.EROSION CONTROL-
3.3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION AND TRANSPORTATION OF SOIL
DOWNSTREAM, TO ADJACENT PROPERTIES, AND INTO ON-SITE OR OFF-SITE DRAINAGE
SYSTEMS.
3.3.2.DEVELOP, INSTALL AND MAINTAIN AN EROSION CONTROL PLAN IF REQUIRED BY LAW.
3.3.3.REPAIR AND CORRECT DAMAGE CAUSED BY EROSION.
C.IF SPECIFIED PRECAUTIONS ARE NOT TAKEN OR CORRECTIONS AND REPAIRS MADE PROMPTLY,
OWNER MAY TAKE SUCH STEPS AS MAY BE DEEMED NECESSARY AND DEDUCT COSTS OF SUCH
FROM MONIES DUE TO CONTRACTOR. SUCH ACTION OR LACK OF ACTION ON OWNER'S PAR DOES
NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR PROPER PROTECTION OF THE WORK.
1.ADJUST EXISTING COVERS, BOXES, AND VAULTS TO GRADE.
2.REPLACE BROKEN OR DAMAGED COVERS, BOXES AND VAULTS.
3.INDEPENDENTLY CONFIRM SIZE, LOCATION, AND NUMBER OF COVERS, BOXES AND VAULTS WHICH
REQUIRE ADJUSTMENT.
D.FIELD QUALITY CONTROL
1.IF WORK HAS BEEN INTERRUPTED BY WEATHER, SCHEDULING, OR OTHER REASON, NOTIFY
ARCHITECT 24 HOURS MINIMUM PRIOR TO INTENDED RESUMPTION OF GRADING OR COMPACTING.
2.OWNER RESERVES THE RIGHT TO REQUIRE ADDITIONAL TESTING TO RE-AFFIRM SUITABILITY OF
COMPLETED WORK INCLUDING COMPACTING SOILS WHICH HAVE BEEN EXPOSED TO ADVERSE
WEATHER CONDITIONS.
LANDSCAPE FINISH GRADING
SUMMARY
A.INCLUDES BUT NOT LIMITED TO
1. PERFORM FINISH GRADING WORK REQUIRED TO PREPARE SITE FOR INSTALLATION OF
LANDSCAPING AS DESCRIBED IN CONTRACT DOCUMENTS.
MATERIALS
A. IMPORTED TOPSOIL TO MEET THE FOLLOWING CRITERIA:
1. FERTILE, LOOSE, FRIABLE SOIL MEETING FOLLOWING CRITERIA
1.1.CHEMICAL CHARACTERISTICS-
1.1.1. ACIDITY/ALKALINITY RANGE - PH 5.5 TO 7.7
1.1.2. SOLUBLE SALTS - LESS THAN 2.0 MMHOS/CM
1.1.3. SODIUM ABSORPTION RATIO (SAR) - LESS THAN 3.0
1.1.4. ORGANIC MATTER - GREATER THAN ONE PERCENT
1.2.PHYSICAL CHARACTERISTICS-
1.2.1. GRADATION AS DEFINED BY USDA TRIANGLE OF PHYSICAL CHARACTERISTICS
AS MEASURED BY HYDROMETER.
SAND - 15 TO 60 PERCENT
SILT - 10 TO 60 PERCENT
CLAY - 5 TO 30 PERCENT
1.2.2. CLEAN AND FREE FROM TOXIC MINERALS AND CHEMICALS, NOXIOUS WEEDS,
ROCKS LARGER THAN 1_1
2 INCH IN ANY DIMENSION, AND OTHER
OBJECTIONABLE MATERIALS.
1.3. SOIL SHALL NOT CONTAIN MORE THAN 2 PERCENT OF PARTICLES MEASURING
OVER 2.0 MM IN LARGEST SIZE.
PREPARATION
A. PRIOR TO GRADING, DIG OUT WEEDS FROM PLANTING AREAS BY THEIR ROOTS AND REMOVE FROM
SITE. BEFORE PLACING TOP SOIL IN LANDSCAPE AREAS, REMOVE ROCKS LARGER THAN 1 INCH IN SIZE AND
FOREIGN MATTER SUCH AS BUILDING RUBBLE, WIRE, CANS, STICKS, CONCRETE, ETC.
B.PRIOR TO PLACING TOPSOIL, REMOVE ANY IMPORTED BASE MATERIAL PRESENT IN PLANTING AREAS
DOWN TO NATURAL SUBGRADE OR OTHER MATERIAL ACCEPTABLE TO ARCHITECT.
PERFORMANCE
A. SITE TOLERANCES
1. TOTAL TOPSOIL DEPTH-
1.1. LAWN PLANTING AREAS - 4 INCHES MINIMUM
1.2. SHRUB & GROUNDCOVER PLANTING AREAS - 12 INCHES MINIMUM
THROUGHOUT ENTIRE SHRUB BED AREA.
2. ELEVATION OF TOPSOIL RELATIVE TO WALKS, CURBS OR OTHER PAVEMENTS BEFORE PLANTING
AND AFTER ADDITION OF SOIL AMENDMENTS -
2.1 SODDED LAWN AREAS - 2 INCHES BELOW
2.2. SHRUB & GROUNDCOVER AREAS - 2 INCHES BELOW
B. DO NOT EXPOSE OR DAMAGE EXISTING SHRUB OR TREE ROOTS.
C. DISTRIBUTE IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO SPECIFIED ELEVATION RELATIVE
TO WALK OR CURB.
D.SLOPE GRADE AWAY FROM BUILDING FOR 12 FEET MINIMUM FROM WALLS AT SLOPE OF 1
2 INCH PER FT
MINIMUM UNLESS OTHERWISE NOTED. HIGH POINT OF FINISH GRADE AT BUILDING FOUNDATION SHALL
BE 6 INCHES MINIMUM BELOW FINISH FLOOR LEVEL. DIRECT SURFACE DRAINAGE IN MANNER
INDICATED ON DRAWINGS BY MOLDING SURFACE TO FACILITATE NATURAL RUN_OFF OF WATER. FILL
LOW SPOTS AND POCKETS WITH TOP SOIL AND GRADE TO DRAIN PROPERLY.
IRRIGATION SYSTEMS
SUMMARY
A.THIS SECTION INCLUDES PIPING, VALVES, SPRINKLERS, LAWN SPRINKLER SPECIALTIES, CONTROLS,
AND WIRING.
SYSTEM DESCRIPTION
A.PROVIDE UNDERGROUND IRRIGATION SYSTEM DESIGN AND INSTALLATION AS REQUIRED FOR ALL
LANDSCAPING. DESIGN SYSTEM AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE WITHOUT
SPRAYING ONTO BUILDINGS, SIDEWALKS, FENCES, ETC.
B.CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE (PSI) AND FLOW (GPM).
DEFINITION
A.CIRCUIT PIPING: DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS, SPECIALTIES, AND DRAIN
VALVES. PIPING IS UNDER PRESSURE DURING FLOW.
B.DRAIN PIPING: DOWNSTREAM FROM CIRCUIT-PIPING DRAIN VALVES. PIPING IS NOT UNDER
PRESSURE.
C.IRRIGATION MAIN PIPING: DOWNSTREAM FROM POINT OF CONNECTION TO WATER DISTRIBUTION
PIPING TO INCLUDING CONTROL VALVES PIPING IS UNDER WATER DISTRIBUTION SYSTEM PRESSURE.
SYSTEM PERFORMANCE REQUIREMENTS
A.MINIMUM WATER COVERAGE: 100 PERCENT OF TURF AND PANTING AREAS.
B.LOCATION OF SPRINKLERS AND SPECIALTIES: DESIGN LOCATION WILL BE APPROXIMATE. MADE
MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH AS SIGNS AND
LIGHT STANDARDS.
C.MINIMUM WORKING PRESSURES: THE FOLLOWING ARE MINIMUM PRESSURE REQUIREMENTS FOR
PIPING, VALVES, AND SPECIALTIES, UNLESS OTHERWISE INDICATED:
1. IRRIGATION MAIN PIPING: 200 PSIG 1380 KPA.
2. CIRCUIT PIPING: 150 PSIG 1035 KPA.
3. DRAIN PIPING: 100 PSIG 690 KPA.
GUARANTEE
A.SUBMIT 1-YEAR WRITTEN GUARANTEE SIGNED BY UNDERGROUND SPRINKLER CONTRACTOR,
AGREEING TO REPAIR OR REPLACE ALL DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP.
B.GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING
FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE
SATISFACTION OF THE OWNER. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO COST TO
THE OWNER.
SUBMITTALS
A.PRODUCT DATA: INCLUDE PRESSURE RATING, RATED CAPACITY, SETTINGS, AND ELECTRICAL DATA
OF SELECTED MODELS FOR THE FOLLOWING:
1. VALVES: INCLUDE ABOVEGROUND AND UNDERGROUND; GENERAL-DUTY,
MANUAL AND AUTOMATIC CONTROL, AND QUICK-COUPLER TYPES.
2. VALVE BOXES.
3. SPRINKLERS.
4. SPECIALTIES.
5. CONTROLLERS. INCLUDE WIRING DIAGRAMS.
B.SHOP DRAWINGS: COMPLETE IRRIGATION DESIGN. SHOW IRRIGATION PIPING, INCLUDING PLAN
LAYOUT AND LOCATIONS, TYPES SIZES CAPACITIES, AND FLOW CHARACTERISTICS OF PIPING AND
PIPE COMPONENTS, VALVES, SPRINKLERS, ROTORS AND DRIP SYSTEMS, LIGHTING PROTECTION,
ACCESSORIES SUCH AS AIR RELIEF VALVE, DRAINS ETC AND IRRIGATION CONTOLLER(S) AND
CONTROLLER WIRING. SHOW AREAS OF SPRINKLER SPRAY AND OVERSPRAY.
C.COORDINATION DRAWINGS: SHOW PIPING AND MAJOR SYSTEM COMPONENTS, INDICATE INTERFACE
AND SPATIAL RELATIONSHIP BETWEEN PIPING, SYSTEM COMPONENTS, ADJACENT UTILITIES, AND
PROXIMATE STRUCTURES.
D.MAINTENANCE DATA: TO INCLUDE IN MAINTENANCE MANUALS SPECIFIED IN DIVISION 1. INCLUDE
DATA FOR THE FOLLOWING:
1. SUBMIT THREE (3) COPIES OF TYPEWRITTEN INSTRUCTIONS, BOUND IN SUITABLE SIZED
RING BINDERS, RECOMMENDING PROCEDURES TO BE ESTABLISHED BY THE OWNER FOR THE
MAINTENANCE OF THE SYSTEM FROM YEAR TO YEAR. THIS SHALL INCLUDE COMPLETE
INSTRUCTIONS FOR SYSTEM OPERATION AND MAINTENANCE INCLUDING WINTERIZING AND
COMPLETE INSTRUCTIONS ON HOW TO DRAIN ENTIRE BACKFLOW PREVENTER TO PREVENT
FREEZING. SUBMIT MANUALS WITH RECORD DRAWINGS. THE MANUAL SHALL ALSO CONTAIN:
1.1 IDENTIFICATION READABLE FROM THE OUTSIDE OF THE COVER STATING
BY WHOM THE INFORMATION WAS COMPILED.
1.2 NEATLY TYPEWRITTEN INDEX NEAR THE FRONT OF THE MANUAL,
FURNISHING IMMEDIATE INFORMATION AS TO THE LOCATION IN THE MANUAL OF ALL
EMERGENCY DATA REGARDING THE INSTALLATION.
1.3 COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS, THEIR PART NUMBERS,
CURRENT COST, AND NAME AND ADDRESS OF THE NEAREST VENDOR OF
REPLACEMENT PARTS.
1.4 COMPLETE OUTLINE OF FUTURE WATERING SCHEDULES AND WHEN THEY SHOULD BE
CHANGED FROM THE INITIAL INSTALLATION SCHEDULE. THE INITIAL SCHEDULE IS
CALCULATED FOR A WATERING RATE TO ESTABLISH NEW LAWN.
1.5 COPY OF ALL GUARANTEES AND WARRANTIES ISSUED ON THE INSTALLATION,
SHOWING ALL DATES OF EXPIRATION.
E.RECORD DRAWINGS:
1. AS INSTALLATION OCCURS, PREPARE ACCURATE RECORD DRAWING TO BE
SUBMITTED PRIOR TO FINAL INSPECTION, INCLUDING:
1.1 DETAIL AND DIMENSION CHANGES MADE DURING CONSTRUCTION.
1.2 SIGNIFICANT DETAILS AND DIMENSIONS NOT SHOWN IN THE APPROVED CONTRACT
DOCUMENTS.
1.3 FIELD DIMENSIONED LOCATIONS OF VALVE BOXES, MANUAL DRAINS, AUTOMATIC DRAIN
VALVES, QUICK-COUPLER VALVES, CONTROL WIRE RUNS NOT IN MAINLINE DITCH, AND
BOTH ENDS OF SLEEVES.
1.4 TAKE DIMENSIONS FROM PERMANENT CONSTRUCTED SURFACES OR EDGES LOCATED
AT OR ABOVE FINISH GRADE.
1.5 TAKE AND RECORD DIMENSIONS AT TIME OF INSTALLATION.
2. THE RECORD DRAWINGS SHALL BE PROVIDED ELECTRONICALLY IN AUTOCAD (OR IN SOFTWARE
COMPATIBLE WITH AUTOCAD) AND ON REPRODUCIBLE MATERIAL (I.E., SEPIA).
3. PROVIDE REDUCED COPY OF RECORD DRAWING AT HALF-SIZE WITH COLOR KEY CIRCUITS, AND
LAMINATE BOTH SIDES WITH 5 MIL THICK OR HEAVIER PLASTIC. MOUNT ON 1
4 INCH PLYWOOD BOARD.
DRILL TWO 1/2-INCH HOLES AT TOP OF BOARD AND HANG ON HOOKS IN ELECTRICAL ROOM OR AS
DIRECTED BY ARCHITECT OR OWNER.
QUALITY ASSURANCE
A. PRODUCT OPTIONS: DRAWINGS SHALL INDICATE SIZE, PROFILES, AND DIMENSIONAL
REQUIREMENTS OF IRRIGATION PIPING AND COMPONENTS BASED ON SPECIFIC TYPES AND MODELS
INDICATED.
B. WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LATEST RULES AND REGULATIONS, AND OTHER
APPLICABLE STATE OR LOCAL LAWS. NOTHING IN APPROVED CONTRACT DOCUMENTS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
C. PRE-INSTALLATION MEETING: SCHEDULE MEETING AFTER EXCAVATION OF TRENCHES AND
INSTALLATION OF SLEEVES, BUT PRIOR TO INSTALLATION OF PIPE.
PROJECT CONDITIONS
A. INVESTIGATE AND DETERMINE AVAILABLE WATER SUPPLY, WATER PRESSURE, WATER QUALITY AND
FLOW CHARACTERISTICS. REPORT ANY DISCREPANCIES FROM DESIGN TO ARCHITECT.
SEQUENCING AND SCHEDULING
A. MAINTAIN UNINTERRUPTED WATER SERVICE TO BUILDING DURING NORMAL WORKING HOURS.
ARRANGE FOR TEMPORARY WATER SHUTOFF WITH OWNER.
B. COORDINATE IRRIGATION PIPING WITH UTILITY WORK.
EXTRA MATERIALS
A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE
PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING
CONTENTS. DELIVER EXTRA MATERIALS TO OWNER.
1. TWO VALVE BOX COVER KEYS.
2. TWO QUICK COUPLER KEYS WITH BRASS HOSE SWIVEL.
3. TWO MANUAL DRAIN VALVE KEYS.
4. TWO SETS OF SPRINKLER WRENCHES FOR ADJUSTING, CLEANING OR DISASSEMBLY OF EACH
TYPE OF SPRINKLER.
5. TWO OF ANY OTHER TOOLS REQUIRED FOR ANY OTHER EQUIPMENT.
MATERIALS
A. BACKFILL MATERIAL
1. BACKFILL MATERIAL SHALL CONSIST OF SAND, NATIVE MATERIAL OR TOPSOIL WITH NO ROCKS
LARGER THAN 1
4 INCH IN ANY DIMENSION. ARCHITECT SHALL APPROVE ON-SITE MATERIAL FOR
BACKFILL OPERATION.
2. IMPORTED BACKFILL MATERIAL, AS REQUIRED, SHALL BE CLEAN SOIL, FREE FORM ORGANIC
MATERIAL, TRASH, DEBRIS, RUBBISH, BROKEN CEMENT, ASPHALT MATERIAL, OR OTHER
OBJECTIONABLE SUBSTANCES AND APPROVED BY THE ARCHITECT.
B. DRAINAGE FILL MATERIAL
1. WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL,
WITH 100% PASSING A 1-1/2" SIEVE AND NOT MORE THAN 5% PASSING A NO. 4 SIEVE.
COMPONENTS
A. PIPE AND FITTINGS:
1. PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH MANUFACTURER'S NAME, SIZE,
SCHEDULE, TYPE AND WORKING PRESSURE.
2. ALL IRRIGATION PIPING SHALL BE SCHEDULE 40 PVC FOR PIPES 3
4" THROUGH 3" AND CLASS 200
FOR PIPE SIZES 4" AND LARGER OR APPROVED EQUAL PIPE.
3. MAINLINE SHALL HAVE PVC SCHEDULE 40 FITTING FOR PIPE SIZES 3
4" THOUGH 1 1
2", PVC SCHEDULE
80 FOR PIPE SIZES 2" THROUGH 3" AND PUSH ON DUCTILE OR MECHANICAL CAST IRON FITTINGS ON
PVC MAINLINE FITTING 4" AND LARGER.
4. REMOTE CONTROL VALVE CONNECTION TO MAINLINE SHALL BE PVC SST TEE, EPOXY COATED
DOUBLE STRAP SADDLE, M.J. TEE, OR HARDCO DUCTILE IRON SERVICE TEES.
B. SLEEVES:
1. SLEEVES DIAMETER SHALL BE TWO TIMES LARGER THAN PIPE THAT IS TO BE INSTALLED IN
SLEEVE. SLEEVES UNDER 4" DIAMETER SHALL BE PVC SCHEDULE 40. SLEEVES 4" AND LARGER SHALL
E CLASS 200 PVC SEWER PIPE.
2. WIRE SLEEVES SHALL BE PVC PIPE OR ELECTRICAL TUBING. WIRE SLEEVES SHALL BE 2" UP TO 40
WIRES AND 2 1
2 INCH FOR 41 TO 56 WIRES AND 3" FOR 57 TO 88 WIRES.
C. SPRINKLER HEADS:
1. SPRAY HEADS: HUNTER MP ROTATOR OR MP ROTATOR SR SERIES FOR ALL SPRAY
SPRINKLER HEADS OR APPROVED EQUAL.
D. SPRINKLER RISERS:
1. QUICK COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER, THREE ELL SWING JOINT
ASSEMBLY, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. THESE SWING JOINT FITTINGS SHALL
BE SCHEDULE 80 GRAY PVC FOR NIPPLES AND ELBOWS UNLESS OTHERWISE APPROVED. HORIZONTAL
NIPPLE PARALLEL TO SIDE OF LATERAL LINE SHALL BE 8 INCHES LONG MINIMUM. ALL OTHER NIPPLES
ON SWING JOINT RISER SHALL BE OF LENGTH REQUIRED FOR PROPER INSTALLATION OF QUICK
COUPLING VALVE.
2. STATIONARY SPRAY POP-UP SPRINKLER HEADS, SHRUB SPRAY HEADS, STATIONARY SPRAY
SPRINKLER HEADS AND ROTORS HEADS SHALL HAVE RISERS MADE UP ONE OF THE FOLLOWING
WAYS:
2.1 RISERS FOR IRRIGATION SPRAY HEADS WITH INLET SIZE OF 1
2 INCH SHALL BE SWING PIPE 14
INCHES LONG MINIMUM AND 24 INCHES MAXIMUM. SWING PIPE WITH SPIRAL BARB FITTINGS AND
STREET ELBOWS SHALL BE ASSEMBLED ACCORDING TO PAN DETAILS. EQUAL AS APPROVED BY
ARCHITECT BEFORE BIDDING.
2.2 RISER FOR IRRIGATION ROTOR HEADS WITH 3
4 TO 1 INCH INLETS SHALL HAVE A SWING JOINT
ASSEMBLY. INSTALL ACCORDING TO DETAILS ON DRAWINGS.
E. VALVES:
1. HOSE BIBS: 3
4" ANGLE TYPE HOSE BIB. INSTALL ON MAIN LINE IN VALVE BOXES ON THREE-ELL
SWING JOINT ASSEMBLY.
2. CONTROL VALVES: HUNTER PGV-151 VALVES.
3. MANUAL DRAIN VALVES: NIBCO BRASS BALL GAS COCK WITH TEFLON SEAT OR APPROVED
EQUAL. BRASS BALL VALVE SHALL BE "T" HANDLE ON MAIN LINES AND SHALL BE IN VALVE BOXES ON
LATERAL LINES.
4. AUTOMATIC DRAIN VALVES - KING DRAIN OR APPROVED EQUAL.
5. ISOLATION VALVES: APOLLO INTERNATIONAL, FULL PORT BRASS BALL VALVE OR APPROVED EQUAL
AS SHOWN ON DRAWINGS.
F. DRIP IRRIGATION:
1. DRIP IRRIGATION VALVES: HUNTER ICZ 1" LF OR APPROVED EQUAL.
2. DRIP TUBING SHALL BE:
2.1 HUNTER HDL-06-12-CV
3. DRIP TUBING FITTINGS SHALL BE:
3.1 HUNTER "HDL-LOC" FITTINGS.
4. DRIP LINE TIE DOWNS STAKE SHALL BE BENT 12 GAUGE GALVANIZED STEEL STAPLE OR APPROVED
EQUAL.
H. EXPANSION CURLS:
1. EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION TO
SOLENOID AND AT LEAST EVERY THREE HUNDRED (300) FEET IN LENGTH. (EXPANSION CURLS ARE
FORMED BY WRAPPING AT LEAST 5 TURNS OF WIRE AROUND A ROD OR PIPE 1" OR MORE IN
DIAMETER, THEN WITHDRAWING THE ROD).
I. VALVE BOXES:
1. FOR MANUAL DRAIN BALL VALVE - 12" DIAMETER VALVE BOX WITH APPROPRIATE LID. LARGER SIZE
OR SQUARE IF REQUIRED FOR ACCESS TO VALVE HANDLES.
2. FOR CIRCUIT AND ISOLATION VALVES - CARSON JUMBO BOX OR APPROVED EQUAL.
3. VALVE BOX SUPPORTS - STANDARD SIZE FIRED CLAY PAVING BRICKS WITHOUT HOLES.
J. AUTOMATIC CONTROLLER:
1. AUTOMATIC CONTROLLER: HUNTER HC INCLUDING PROGRAMS AND CONNECTIONS REQUIRED FOR
OPERATION.
2. INCLUDE ANY WIRING, COMMUNICATION LINKS, AND COMPUTER PROGRAMS TO MAKE WEATHER
STATION AND CONTROLLER OPERATIONAL.
K. BACKFLOW PREVENTER: WILKINS 375 REDUCED-PRESSURE BACKFLOW ASSEMBLY OR APPROVED
EQUAL.
1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S REVIEW AND
ACCEPTANCE PRIOR TO INSTALLATION.
2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL.
L. CONTROLLER:
1. CONTROLLER SHALL BE HUNTER HCC HYDRAWISE ENABLED MODEL WITH SUFFICIENT STATIONS TO
ACCOMMODATE LAYOUT AND PROVIDE 5 ADDITIONAL STATIONS FOR FUTURE USE.
M. OTHER COMPONENTS:
1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S REVIEW AND
ACCEPTANCE PRIOR TO INSTALLATION.
2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL.
3. IF REQUIRED, PROVIDE PRESSURE BOOSTER PUMP AND ALL ASSOCIATED EQUIPMENT AS
REQUIRED TO MAKE PUMP OPERATIONAL.
MIXES
A. CONCRETE FOR THRUST BLOCKS:
1. ONE CU. FT. CEMENT, 2 CU. FT. SAND, 4 CU. FT. GRAVEL, AND 5 GALLONS MINIMUM TO 6 GALLONS
MAXIMUM WATER.
2. MIX THOROUGHLY BEFORE PLACING.
EXAMINATION
A. SITE VERIFICATION OF CONDITIONS: PERFORM PRESSURE TEST AT STUB-OUT ON MAIN WATER LINE
PROVIDED FOR IRRIGATION SYSTEM, OR AT NEAR-BY FIRE HYDRANT.
PREPARATION
A. DURING CONSTRUCTION AND STORAGE, PROTECT MATERIALS FROM DAMAGE AND PROLONGED
EXPOSURE TO SUNLIGHT.
B. WORK DAMAGED DURING COURSE OF WORK OF THIS SECTION SHALL BE REPLACED OR REPAIRED AT
NO ADDITIONAL COST TO OWNER. IF DAMAGED WORK IS NEW, REPAIR OR REPLACEMENT SHALL BE
PERFORMED BY INSTALLER OR ORIGINAL WORK.
C. ALL LATERAL LINES SHALL RUN AS IS POSSIBLE WITHIN PLANTING AREAS AND AVOID CONFLICT WITH
THE LOCATION OF PLANT MATERIALS. WHERE TRENCHING IS REQUIRED IN PROXIMITY TO PLANT
MATERIALS CARE SHALL BE TAKEN TO AVOID DAMAGE TO ROOTS. DO NOT CUT EXISTING TREE ROOTS
MEASURING OVER 2 INCHES IN DIAMETER.
INSTALLATION
A. TRENCHING AND BACKFILLING
1. PULLING OF PIPE IS NOT PERMITTED.
2. OVER-EXCAVATE TRENCHES 2 INCHES AND BRING BACK TO INDICATED DEPTH BY FILLING WITH
BACKFILL MATERIAL AS SPECIFIED UNDER PART 2 - PRODUCTS. SEPARATE OUT ROCKS LARGER THAN
1-1/2 INCH IN ANY DIRECTION UNCOVERED IN TRENCHING OPERATION FROM EXCAVATED MATERIAL
AND REMOVE FROM AREAS TO RECEIVE LANDSCAPING.
3. COVER PIPE BOTH TOP AND SIDES WITH 2 INCHES OF BACKFILL MATERIAL AS SPECIFIED UNDER
PART 2 - PRODUCTS. PLACE AND COMPACT REMAINDER OF BACKFILL TO WITHIN 5 INCHES OF
FINISH GRADE SHALL BE AS SPECIFIED IN RELATED SECTIONS. TOP 5 INCHES OF BACKFILL
SHALL BE TOPSOIL AS SPECIFIED IN RELATED SECTION.
4. DO NOT COVER PRESSURE MAIN, SPRINKLER PIPE, OR FITTINGS UNTIL PRESSURE TEST HAS BEEN
COMPLETED AND ARCHITECT HAS INSPECTED AND APPROVED THE SYSTEM.
B. EXCAVATION BEYOND EXCAVATION LIMITS
1. WHERE IT BECOMES NECESSARY TO EXCAVATE BEYOND THE LIMITS OF NORMAL EXCAVATION
LINES IN ORDER TO REMOVE ROCK OR OTHER INTERFERING OBJECTS, THE VOID REMAINING AFTER
THE REMOVAL OF THE OBJECT SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED AS
PER THE "EARTHWORK" SECTION AND THIS SPECIFICATION SECTION. THE REMOVAL OF ALL ROCK OR
OTHER INTERFERING OBJECTS AND THE BACKFILLING OF VOIDS LEFT BY SUCH REMOVALS SHALL BE
AT THE EXPENSE OF THE CONTRACTOR.
C. SLEEVING
1. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE INSTALLATION OF THE SLEEVING WITH THE
WORK OF OTHER TRADES, (I.E., CONCRETE, ASPHALT PAVING, ETC.).
2. SLEEVE WATER LINES AND CONTROL WIRES UNDER WALKS AND PAVING EXTEND SLEEVES 6
INCHES MINIMUM BEYOND WALK OR PAVEMENT EDGE. CAP SLEEVES UNTIL PIPES AND WIRES ARE
INSTALLED TO KEEP SLEEVE CLEAN AND FREE OF DIRT AND DEBRIS.
3. USE ONE WATER PIPE MAXIMUM PER SLEEVE. SLEEVE CONTROL WIRING IN SEPARATE SLEEVE.
4. POSITION SLEEVES WITH RESPECT TO BUILDINGS AND OTHER OBSTRUCTIONS SO PIPE CAN BE
EASILY REMOVED.
D. GRADES AND DRAINING
1. GRADE PIPING SO SYSTEM CAN BE COMPLETELY DRAINED.
1.1 SLOPE PIPE TO DRAIN TO CONTROL VALVE BOX WHERE POSSIBLE.
1.2 WHERE THIS IS NOT POSSIBLE, SLOPE PIPE TO A MINIMUM NUMBER OF LOW POINTS. AT
THESE LOW POINTS, INSTALL AN AUTOMATIC KING DRAIN.
1.3 INSTALL 2 INCH CLASS 200 PVC PIPE OVER TOP OF MANUAL DRAIN AND CUT AT FINISH
GRADE.
1.4 DO NOT USE AUTOMATIC DRAIN VALVES ON MAINLINES.
1.5 SLOPE PIPES UNDER PARKING AREAS OR DRIVEWAYS TO DRAIN OUTSIDE THESE AREAS.
1.6 PROVIDE AND INSTALL QUICK-COUPLING VALVE OR VALVES IN LOCATION FOR EASY
BLOWOUT OF ENTIRE SYSTEM.
E. PIPE INSTALLATION
1. INSTALL PIPE IN MANNER TO PROVIDE FOR EXPANSION AND CONTRACTION AS
RECOMMENDED BY MANUFACTURER.
2. UNLESS OTHERWISE INDICATED ON APPROVED DRAWINGS, INSTALL MAIN LINES AND LATERAL LINES
CONNECTING ROTOR POP-UP SPRINKLERS WITH MINIMUM COVER OF 18 INCHES BASED ON
FINISHED GRADE. INSTALL REMAINING LATERAL LINES WITH MINIMUM OF 12 INCHES OF COVER
BASED ON FINISH GRADE.
3. INSTALL PIPE AND WIRES UNDER DRIVEWAYS OR PARKING AREAS IN SPECIFIED SLEEVES 18 INCHES
MINIMUM BELOW FINISH GRADE OR AS SHOWN ON APPROVED DRAWINGS.
4. LOCATE SPRINKLER HEADS NO CLOSER THAN 12 INCHES FROM BUILDING FOUNDATION. HEADS
IMMEDIATELY ADJACENT TO MOWSTRIPS, WALKS, OR CURBS SHALL BE ONE INCH BELOW TOP OF
MOWSTRIP, WALK OR CURB AND HAVE ONE TO 3 INCHES CLEARANCE BETWEEN HEAD AND
MOWSTRIP, WALK, OR CURB.
5. CUT PLASTIC PIPE SQUARE. REMOVE BURRS AT CUT ENDS PRIOR TO INSTALLATION SO
UNOBSTRUCTED FLOW WILL RESULT.
6. MAKE SOLVENT WELD JOINTS AS FOLLOWS:
6.1 DO NOT MAKE SOLVENT WELD JOINTS IF AMBIENT TEMPERATURE IS BELOW 4 DEG. F.
6.2 CLEAN MATING PIPE AND FITTING WITH CLEAN, DRY CLOTH AND APPLY ONE COAT OF P-70
PRIMER TO EACH.
6.3 APPLY UNIFORM COAT OF 711 SOLVENT TO OUTSIDE OF PIPE.
6.4 APPLY SOLVENT TO FITTING IN A SIMILAR MANNER.
6.5 RE-APPLY LIGHT COAT OF SOLVENT TO PIPE AND QUICKLY INSERT INTO FITTING.
6.6 GIVE PIPE OR FITTING A QUARTER TURN TO INSURE EVEN DISTRIBUTION OF SOLVENT AND
MAKE SURE PIPE IS INSERTED TO FULL DEPTH OF FITTING SOCKET.
6.7 HOLD IN POSITION FOR 15 SECONDS MINIMUM OR LONG ENOUGH TO SECURE JOINT.
6.8 WIPE OFF SOLVENT APPEARING AT OUTER SHOULDER OF FITTING.
6.9 DO NOT USE EXCESSIVE AMOUNT OF SOLVENT THEREBY CAUSING OBSTRUCTION TO FORM
ON INSIDE OF PIPE.
6.10 ALLOW JOINTS TO SET AT LEAST 24 HOURS BEFORE APPLYING PRESSURE TO PVC PIPE.
6.11 TAPE THREADED CONNECTIONS WITH TEFLON TAPE.
6.12 IF PIPE IS LARGER THAN 2 INCHES, INSTALL CONCRETE THRUST BLOCKS WHEREVER
CHANGE OF DIRECTION OCCURS ON PVC MAIN PRESSURE LINES, UNLESS OTHERWISE
DETAILED ON APPROVED DRAWINGS.
F. BACKFLOW PREVENTER INSTALLATION
1. INSTALL BACKFLOW PREVENTER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND STATE
AND LOCAL CODES.
2. SET THE HEIGHT OF THE BACKFLOW PREVENTER TO PROVIDE A MINIMUM CLEARANCE OF 12 INCHES
BETWEEN THE BOTTOM OF THE BACKFLOW PREVENTER AND THE GROUND BELOW.
G. IRRIGATION CONTROLLER
1. INSTALL IRRIGATION CONTROLLER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND WITH
PROPER GROUNDING FOR SURGE AND LIGHTNING PROTECTION.
H. REMOTE CONTROL VALVES AND VALVE BOXES
1. INSTALL CONTROL WIRES, VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
AND ACCORDING TO ELECTRICAL CODE.
2. INSTALL VALVES, PLASTIC BOXES WITH LOCKING REINFORCED HEAVY DUTY PLASTIC COVERS.
LOCATE VALVE BOX TOPS AT FINISH GRADE. DO NOT INSTALL MORE THAN TWO VALVES IN A
SINGLE BOX.
3. PLACE PEA GRAVEL A MINIMUM OF 6 INCHES DEEP BELOW VALVE FOR DRAINAGE. EXTEND PEA
GRAVEL 3 INCHES MINIMUM BEYOND LIMITS OF VALVE BOX AND MAINTAIN 4 INCHES MINIMUM
BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. SET VALVE BOXES OVER VALVE SO ALL
PARTS OF VALVE CAN BE REACHED FOR SERVICE. SET COVER OF VALVE BOX EVEN WITH FINISH
GRADE. VALVE BOX SHALL BE REASONABLY FREE FOR DIRT AND DEBRIS.
I. WIRING
1. TAPE CONTROL WIRE TO SIDE OF MAIN LINE EVERY 10 FEET. WHERE CONTROL WIRE LEAVES MAIN
OR LATERAL LINE, ENCLOSE IT IN CLASS 200 PVC CONDUIT.
2. USE WATERPROOF WIRE CONNECTORS AT SPLICES AND LOCATE ALL SPLICES WITHIN VALVE BOXES.
3. USE WHITE OR GRAY COLOR FOR COMMON WIRE AND OTHER COLORS FOR ALL OTHER WIRE. EACH
COMMON WIRE MAY SERVE ONLY ONE CONTROLLER. PROVIDE 12 INCHES OF EXPANSION LOOP
SLACK WIRE AT ALL CONNECTIONS INSIDE VALVE BOX.
4. RUN ONE EXTRA CONTROL WIRE FROM PANEL CONTINUOUSLY FROM VALVE TO VALVE
THROUGHOUT SYSTEM SIMILAR TO COMMON WIFE FOR USE IF A WIRE FAILS. WIRE SHALL BE
DIFFERENT COLOR THAN ALL OTHER WIRES AND SHALL BE MARKED IN CONTROL BOX AS AN
EXTRA WIRE. EXTEND EXTRA CONTROL WIRES 24 INCHES AND LEAVE COILED IN EACH VALVE BOX.
J. OTHER VALVES
1. INSTALL (1) QUICK COUPLING VALVES IN APPROPRIATE LOCATIONS IN VALVE BOXES.
2. ISOLATION VALVES, AND ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES SHALL BE
INSTALLED ACCORDING TO LOCAL CODES AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM
COMPLETE.
3. INSTALL ISOLATION VALVES TO SEGMENT THE SYSTEM FOR MAINTENANCE.
4. INSTALL ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES ACCORDING TO LOCAL CODES
AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM COMPLETE.
K. SPRINKLER HEADS
1. PRIOR TO INSTALLATION OF SPRINKLER HEADS, OPEN CONTROL VALVES AND USE FULL HEAD OF
WATER TO FLUSH OUT SYSTEM.
2. SET SPRINKLER HEADS AND QUICK-COUPLING VALVES PERPENDICULAR TO FINISH GRADE.
3. DO NOT INSTALL SPRINKLERS USING SIDE INLETS; INSTALL USING BASE INLETS ONLY.
4. SET SPRINKLER HEADS AT A CONSISTENT DISTANCE FROM EXISTING WALKS, CURBS AND OTHER
PAVES AREAS AND TO GRADE. SEE "PIPE INSTALLATION" SECTION.
5. SHRUB SPRAY HEADS SHALL BE INSTALLED ON RISERS A MINIMUM OF 12 INCHES ABOVE FINISH
GRADE OF PLANTING AREA WHERE NOT ADJACENT TO PEDESTRIAN AREAS. AT SHRUB AREAS
ADJACENT TO PEDESTRIAN ACCESS USE POP-UP SPRAY HEADS.
L. DRIP IRRIGATION
1. POINT SOURCE DRIP LINE TUBING SHALL BE INSTALLED TO CONFORM TO THE FOLLOWING:
1.1 PLACE TUBING ON TOP OF LANDSCAPE FABRIC AND UNDER PLANTING BED MULCH.
1.2 ALL DRIP LINE TUBING SHALL BE HELD IN PLACE BY SOIL STAPLES. SOILD STAPLES SHALL
CONFORM TO THE FOLLOWING:
1.2.1 SANDY SOIL: ONE STAPLE EVERY THREE (3) FEET AND TWO (2) STAPLES ON EACH
CHANGE OF DIRECTION (TEE, ELBOW OR CROSS).
1.2.2 LOAM SOIL: ONE STAPLE EVERY FOUR (4) FEET AND TWO (2) STAPLES ON EACH
CHANGE OF DIRECTION (TEE, ELBOW OR CROSS).
1.2.3 CLAY SOIL: ONE STAPLE EVERY FIVE (5) FEET AND TWO (2) STAPLES ON EACH CHANGE
OF DIRECTION (TEE, ELBOW OR CROSS).
1.3 JOIN TOGETHER ALL ENDS OF TUBING WHEN POSSIBLE. INSTALL A REMOVABLE FLUSHING
CAP AT POINTS ON THE SYSTEM TO DRAIN THE TUBING. AT ENDS NOT USED FOR FLUSHING
INSTALL A FIGURE EIGHT CLOSURE.
2. POINT SOURCE DRIP LINE EMITTERS INSTALLATION SHALL CONFORM TO THE FOLLOWING:
2.1 ALL DRIP TUBING SHALL HAVE BUG CAP AT END OF 1
4 INCH DISTRIBUTION TUBING.
2.2 ALL DRIP TUBING SHALL BE HELD ABOVE MULCH BY 1
4 INCH TUBING STAKE.
2.3 THE FOLLOWING EMITTERS SHALL BE INSTALLED FOR EACH PLANT:
2.3.1 SMALL SHRUB: TWO (2) 0.5 GPH EMITTERS.
2.3.2 LARGE SHRUB: TWO (2) 0.5 GPH EMITTERS.
2.3.3 SMALL TREE: FOUR (4) 0.5 GPH EMITTERS.
2.3.4 LARGE TREE: FOUR (4) 0.5 GPH EMITTERS.
2.4 SPACE THE POINT OF WATER APPLICATION EVENLY AROUND THE PLANTS.
2.5 FOR TREES REQUIRING EMITTER FLOWS GREATER THAN 2 GPH INSTALL A WATER WELL TO
HOLD THE WATER SO IT CAN ADEQUATELY SOAK IN.
M. TESTING
1. NOTIFY ARCHITECT TWO WORKING DAYS MINIMUM PRIOR TO TESTING.
2. TEST PRESSURE LINES AT 100 PSI MINIMUM FOR 6 HOURS MINIMUM AND MAKE CERTAIN THERE ARE
NO LEAKS BEFORE BACKFILLING.
3. AFTER BACKFILLING, PERFORM AN OPERATING TEST OF THE ENTIRE SYSTEM. OPERATE THE ENTIRE
SYSTEM THROUGH ONE CYCLE OF THE CONTROLLER FOR THE PURPOSE OF CHECKING
COVERAGE AND ASSURING THE ABSENCE OF LEAKS. REPAIR WATER LINES, VALVES, OR
CONNECTIONS WHICH SHOW EVIDENCE OF LEAKAGE.
4. ANY PORTION OF THE SYSTEM WHICH SHOWS DEFECTS OR LEAKAGE SHALL BE REPAIRED TO THE
SATISFACTION OF THE ARCHITECT AND THE OWNER OR BE REPLACED. AFTER ALL REPAIRS OR
REPLACEMENTS HAVE BEEN MADE AND APPROVED BY THE ARCHITECT, THE ABOVE REQUIRED
TEST SHALL BE MADE AGAIN.
N. ADJUSTMENT
1. ADJUST HEADS TO PROPER GRADE WHEN TURF IS SUFFICIENTLY ESTABLISHED TO ALLOW WALKING
ON IT WITHOUT APPRECIABLE HARM. SUCH LOWERING OR RAISING OF HEADS SHALL BE PART OF
ORIGINAL CONTRACT WITH NO ADDITIONAL COST TO OWNER.
2. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM SO SPRAY DOES NOT FALL ON
BUILDING.
3. ADJUST WATERING TIME OF VALVES TO PROVIDE PROPER AMOUNTS OF WATER TO ALL PLANTS.
O. CLEAN-UP
1. REMOVE FROM SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION.PRE
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