HomeMy WebLinkAbout2026.0519_MOODY TOWNHOMES-CIVIL SETKnow what'sbelow.
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REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
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PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
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MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
COVER SHEET
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DEVELOPER:
UTAH DEVELOPMENT GROUP
10808 S. RIVER FRONT PARKWAY, SUITE 300
SOUTH JORDAN, UTAH 84095
(801) 641-8956
SURVEYOR:
LAYTON SURVEYS
ATTN: WILLIS D. LONG
837 SOUTH 500 WEST, STE 201,
WOODS CROSS, UT 84015
(801) 663-1641
CIVIL ENGINEER:
HUNT DAY ENGINEERING
ATTN: THOMAS HUNT, PE
3445 ANTELOPE DRIVE
SYRACUSE, UT 84075
(801) 664-4724
GEOTECHNICAL ENGINEER:
ROCKSMITH ENGINEERING
2426 DIAMOND H LANE
REXBURG, ID 83440
(801) 556-6407
LOCATION:CITY OF REXBURG, MADISON COUNTY
EXISTING ZONE:TRANSITIONAL AGRICULTURE (TAG)
PROPOSED ZONE:LOW DENSITY RESIDENTIAL 3 (LDR3)
LAND USE:SINGLE-FAMILY DWELLING ATTACHED
PARCEL AREA:465,460 SF / 10.69 ACRES
NUMBER OF UNITS:137 UNITS
DENSITY:12.8 UNITS / ACRE
ON-SITE:
PARCEL AREA:465,460 SQ FT 10.69 ACRES (100%)
BUILDING AREA:138,644 SQ FT 3.18 ACRES (30%)
HARD SURFACE AREA:114,375 SQ FT 2.63 ACRES (25%)
LANDSCAPE AREA:212,441 SQ FT 4.88 ACRES (45%)
MOODY ROAD R-O-W:
HALF-WIDTH AREA:28,664 SQ FT 0.65 ACRES (100%)
HARD SURFACE AREA:20,690 SQ FT 0.47 ACRES (72%)
ASPHALT: 14,874 SQ FT 0.34 ACRES
LANDSCAPE AREA:7,974 SQ FT 0.18 ACRES (28%)
PARKING:2 GARAGE PARKING / UNIT
137 x 2 = 274 GARAGE PARKING
33 GUEST PARKING PARKING SPACES
307 TOTAL PARKING SPACES PROVIDED
C0.00 COVER SHEET
C0.10 PROJECT NOTES & LEGEND
C0.20 SITE DEMOLITION PLAN
C1.00 PROPOSED SITE PLAN
C1.90 SITE CIVIL DETAILS
C2.00 SITE GRADING & DRAINAGE PLAN
C2.90 SITE DRAINAGE DETAILS
C3.00 SITE UTILITY PLAN
C3.90 SITE UTILITY DETAILS
C4.00 KEY MAP
C4.01 PLAN & PROFILE - MOODY ROAD #1
C4.02 PLAN & PROFILE - MOODY ROAD #2
C4.03 PLAN & PROFILE - ROAD 1 / ROAD A #1
C4.04 PLAN & PROFILE - ROAD A #2
C4.05 PLAN & PROFILE - ROAD B #1
C4.06 PLAN & PROFILE - ROAD B #2
C4.08 PLAN & PROFILE - ROAD 2 #1
C4.09 PLAN & PROFILE - ROAD 3 #1
L1.00 SITE LANDSCAPE PLAN
DEED DESCRIPTION:
SITUATED IN THE STATE OF IDAHO, COUNTY OF MADISON, BEING PART OF
SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, OF B.M., BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A BRASS CAP FOUND MARKING THE SOUTH WEST CORNER OF
SAID SECTION 7, SAID POINT BEING THE POINT OF BEGINNING;
THENCE NORTH 00°17'01" WEST, A DISTANCE OF 56.23 FEET TO A REBAR
WITH A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE ALONG A NON TANGENT CURVE TO THE RIGHT, HAVING A DELTA
ANGLE 01°27'23", A RADIUS OF 8,474.37 FEET, AN ARC LENGTH OF 215.42
FEET, WITH A CHORD BEARING OF NORTH 53°12'12" EAST, AND A CHORD
LENGTH OF 215.41 FEET;
THENCE NORTH 53°55'53" EAST, A DISTANCE OF 1,458.26 FEET TO A REBAR
WITH A PLASTIC CAP FOUND, STAMPED "PLS 13856";
THENCE SOUTH 00°00'08" EAST, A DISTANCE OF 75.40 FEET TO A REBAR WITH
A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE SOUTH 53°59'37" WEST, A DISTANCE OF 334.54 FEET TO A REBAR
WITH A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE SOUTH 00°25'29" EAST, A DISTANCE OF 765.00 FEET TO A PK MAG
NAIL SET;
THENCE SOUTH 89°38'36" WEST, A DISTANCE OF 1,086.02 FEET TO THE POINT
OF BEGINNING. CONTAINING 11.67 ACRES OF LAND, MORE OR LESS.
AFFECTED PARCEL NO.:
RP04SHR0010010, RP04SHR0010020, RP04SHR0010030, RP04SHR0010040,
RP04SHR0010050, RP04SHR0010060, RP04SHR0010070, RP04SHR0010080
FLOOD INFORMATION:
THIS PROPERTY LIES WITHIN FLOOD ZONE X AREAS DETERMINED TO BE
OUTSIDE THE 500-YEAR FLOODPLAIN. INFORMATION OBTAINED FROM
FEMA FLOOD INSURANCE RATE MAP NUMBER 16065C0020D, EFFECTIVE
DATE: JUNE 3, 1991.
BENCHMARK INFORMATION:
FOUND 3" BRASS MONUMENT - IN 268004, ELEV = 4874.76''
VERTICAL DATUM: NAVD88
BUILDING DEPARTMENT:
REXBURG BUILDING DEPARTMENT
35 N 1ST EAST
REXBURG, ID 83440
(208) 372-2166
FIRE DEPARTMENT:
MADISON FIRE DEPARTMENT
26 N. CENTER
REXBURG, ID 83440
(208 ) 359-3010
PLANNING & ZONING :
REXBURG PLANNING & ZONING
35 N 1ST EAST
REXBURG, ID 83440
(208)372-2167
PUBLIC WORKS :
REXBURG PUBLIC WORKS
35 N 1ST EAST
REXBURG, ID 83440
(208) 359-3020
WATER / WASTEWATER:
REXBURG PUBLIC WORKS
35 N 1ST EAST
REXBURG, ID 83440
(208) 359-3020
NATURAL GAS PROVIDER:
INTERMOUNTAIN GAS
(800) 548-3679
POWER PROVIDER:
ROCKY MOUNTAIN POWER
(888) 221-7070
PROJECT SITE
SHEET INDEX DEVELOPMENT SUMMARYSITE DATA DEVELOPER TEAM AGENCY / UTILITY CONTACTS
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR
STRUCTURES REPRESENTED IN THESE PLANS HAVE BEEN SOURCED FROM THE
MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT THE POSITIONS
INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR
INCONSISTENCIES OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER
OR THE ENGINEER OF RECORD. FURTHERMORE, THE CONTRACTOR IS
REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES AND TAKE
PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR
NOT THEY ARE DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
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VICINITY MAP NOT TO SCALE
MOODY TOWNHOMES
N 5TH WEST & MOODY ROAD, REXBURG, ID 83440
CIVIL CONSTRUCTION PLANS
05-19-2026
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
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MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
GENERAL NOTES
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BFE = BASEMENT FLOOR ELEVATION
BLDG = BUILDING
BOS = BOTTOM OF STAIRS
BOW = BOTTOM OF WALL @ FINISHED GRADE
BP = BEGINNING POINT
C&G = CURB & GUTTER
CB = CATCH BASIN
CF = CUBIC FEET
CFS = CUBIC FEET PER SECOND
FF = FINISH FLOOR
FFE = FINISH FLOOR ELEVATION
FG = FINISHED GRADE
FH = FIRE HYDRANT
FL = FLOW LINE
GB = GRADE BREAK
INV = INVERT
LF = LINEAR FEET
NG = NATURAL GRADE
PC = POINT OF CURVATURE
PP = POWER/UTILITY POLE
PRC = POINT OF RETURN CURVATURE
PT = POINT OF TANGENCY
PUE = PUBLIC UTILITY EASEMENT
QTY = QUANTITY
RCP = REINFORCED CONCRETE PIPE
RIM = RIM OF MANHOLE
ROW = RIGHT-OF-WAY
SD = STORM DRAIN
SS = SANITARY SEWER
TBC = TOP BACK OF CURB
TOA = TOP OF ASPHALT
TOC = TOP OF CONCRETE
TOFF = TOP OF FINISHED FLOOR
TOS = TOP OF STAIRS
TOW = TOP OF WALL @ FINISHED GRADE
TSW = TOP OF SIDEWALK
W = CULINARY WATER
WM = WATER METER
General Notes
6.0 GRADING & SOILS
6.1 SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS
SET FORTH IN THE SOILS REPORT, WHICH BY REFERENCE ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN
CASE OF CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, OR IN THE
SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCY BETWEEN THE SOILS
REPORT AND THESE PLANS AND SPECIFICATIONS.
6.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS
AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT.
6.3 CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING
THAT ALL FILLED AREAS AND SUBGRADE AREAS WITH THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN
COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS
REPORT.
6.4 SITE CLEARING SHALL INCLUDE THE LOCATING AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC.
6.5 ALL EXISTING VALVES, MANHOLES, ETC. SHALL BE RAISED OR LOWERED TO GRADE AS REQUIRED.
7.0 UTILITIES
7.1 THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY
COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES
EITHER DIRECT OR THROUGH BLUE STAKE TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION.
7.2 CONTRACTOR TO VERIFY BY POTHOLING BOTH THE VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UTILITIES PRIOR
TO INSTALLING ANY NEW LINES, NOT ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND
REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.
7.3 CONTRACTOR MUST START AT LOW END OF ALL NEW GRAVITY UTILITY LINES. MECHANICAL SUB-CONTRACTOR MUST BE
PROVIDED CIVIL SITE DRAWINGS FOR COORDINATION AND TO CHECK THE FLOW FROM THE LOWER POINT IN BUILDING TO THE
FIELD VERIFIED CONNECTION AT THE EXISTING MAIN. NO EXTRA COMPENSATION IS TO BE PAID TO THE CONTRACTOR FOR
WORK HAVING TO BE REDONE DUE TO FAILURE TO COMPLY WITH THESE REQUIREMENTS.
7.4 CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, TYPE, AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY
POTHOLING A MINIMUM OF 300 FEET AHEAD, PIPELINE CONSTRUCTION TO AVOID CONFLICTS WITH DESIGNED PIPELINE GRADE
AND ALIGNMENT. EXISTING UTILITY INFORMATION SHOWN ON PLANS OR OBTAINED FROM UTILITY COMPANIES OR BLUE STAKED
MUST BE ASSUMED AS APPROXIMATE, REQUIRING FIELD VERIFICATION.
7.5 CULINARY WATER AND FIRE SERVICE LINES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY
STANDARDS AND SPECIFICATIONS.
7.6 SANITARY SEWER MAINS AND LATERALS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY SEWER
DISTRICT STANDARDS AND SPECIFICATIONS.
7.7 STORM SEWER TO BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS.
7.8 ALL STORM DRAIN AND IRRIGATION CONDUITS SHALL BE INSTALLED WITH WATER TIGHT JOINTS AND CONNECTIONS.
7.9 ALL STORM DRAIN PIPE PENETRATIONS INTO BOXES SHALL BE CONSTRUCTED WITH WATER TIGHT SEALS ON THE OUTSIDE AND
GROUTED SMOOTH WITH A NON-SHRINK GROUT ON THE INSIDE. CONDUITS SHALL BE CUT OFF FLUSH WITH THE INSIDE OF THE
BOX.
7.10 NO CHANGE IN THE DESIGN OF UTILITIES AS SHOWN WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL
OF THE GOVERNING MUNICIPALITY, OR AUTHORITY HAVING JURISDICTION OVER THAT UTILITY.
7.11 ALL STORM DRAIN CONDUITS AND BOXES SHALL BE CLEAN AND FREE OF ROCKS, DIRT, AND CONSTRUCTION DEBRIS PRIOR TO
FINAL INSPECTION.
8.0 SURVEY CONTROL
8.1 CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEY OR PERSONS UNDER THE SUPERVISION OF A REGISTERED LAND
SURVEYOR TO SET STAKES FOR THE ALIGNMENT AND GRADE OF EACH MAIN AND/OR FACILITY AS SHOWN ON THE PLANS. THE
STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITH CUTS AND/OR
FILLS TO THE APPROVED GRADE OF THE MAIN AND OR FACILITY AS SHOWN ON THE PLANS.
8.2 THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS FOR VERIFICATION PURPOSES.
8.3 CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND REFERENCE MARKS
WITHIN THE PROJECT SITE.
9.0 AMERICAN DISABILITIES ACT
9.1 PEDESTRIAN / ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS:
-ROUTES SHALL HAVE A 2.00% (1:50) MAXIMUM CROSS SLOPE.
-ROUTES SHALL HAVE A 5.00% (1:20) MAXIMUM RUNNING SLOPE.
-RAMPS SHALL HAVE A 8.33% (1:12) MAXIMUM RUNNING SLOPE.
9.2 ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.00% MAXIMUM SURFACE SLOPE IN ANY DIRECTION.
9.3 THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS. IN THE EVENT OF A DISCREPANCY IN THE CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO ANY CONSTRUCTION.
10.0 EROSION CONTROL
10.1 THE CONTRACTOR TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR CONSTRUCTION OF THIS
PROJECT. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO GOVERNING AGENCIES ORDINANCES AND ALL WORK SHALL BE
SUBJECT TO INSPECTION BY THE COUNTIES. ALSO, INSPECTORS WILL HAVE THE RIGHT TO CHANGE THE FACILITIES AS NEEDED.
10.2 CONTRACTOR SHALL KEEP THE SITE WATERED TO CONTROL DUST. CONTRACTOR TO LOCATE A NEARBY HYDRANT FOR
USE AND TO INSTALL TEMPORARY METER. CONSTRUCTION WATER COST TO BE INCLUDED IN BID.
10.3 WHEN GRADING OPERATIONS ARE COMPLETED AND THE DISTURBED GROUND IS LEFT “OPEN” FOR 14 DAYS OR MORE,
THE AREA SHALL BE FURROWED PARALLEL TO THE CONTOURS.
10.4 THE CONTRACTOR SHALL MODIFY EROSION CONTROL MEASURES TO ACCOMMODATE PROJECT PLANNING.
10.5 ALL ACCESS TO PROPERTY WILL BE FROM PUBLIC RIGHT-OF-WAYS. THE CONTRACTOR IS REQUIRED BY STATE AND FEDERAL
REGULATIONS TO PREPARE A STORM WATER POLLUTION PREVENTION.
11.0 MAINTENANCE
11.1 ALL BEST MANAGEMENT PRACTICES (BMP'S) SHOWN ON THIS PLAN MUST BE MAINTAINED AT ALL TIMES UNTIL PROJECT
CLOSE-OUT.
11.2 THE CONTRACTOR'S RESPONSIBILITY SHALL INCLUDE MAKING BI-WEEKLY CHECKS ON ALL EROSION CONTROL MEASURES TO
DETERMINE IF REPAIR OR SEDIMENT REMOVAL IS NECESSARY. CHECKS SHALL BE DOCUMENTED AND COPIES OF THE
INSPECTIONS KEPT ON SITE.
11.3 SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION
REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF BARRIER.
11.4 SEDIMENT TRACKED ONTO PAVED ROADS MUST BE CLEANED UP AS SOON AS PRACTICAL, BUT IN NO CASE LATER THAN THE END
OF THE NORMAL WORK DAY. THE CLEAN UP WILL INCLUDE SWEEPING OF THE TRACKED MATERIAL, PICKING IT UP, AND
DEPOSITING IT TO A CONTAINED AREA.
11.5 ANY EXPOSED SLOPE THAT WILL REMAIN UNTOUCHED FOR LONGER THAN 14 DAYS MUST BE STABILIZED BY ONE OR MORE OF
THE FOLLOWING METHODS:
-SPRAYING DISTURBED AREAS WITH A TACKIFIER VIA HYDROSEED
-TRACKING STRAW PERPENDICULAR TO SLOPES
-INSTALLING A LIGHT-WEIGHT, TEMPORARY EROSION CONTROL BLANKET
AbbreviationsLinetypes Symbols
Hatching
1.0 COMPLIANCE
1.1 ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS, SPECIFICATIONS AND REQUIREMENTS.
1.2 ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE ADOPTED
EDITIONS OF THE FOLLOWING:
- INTERNATIONAL BUILDING CODES (IBC)
- INTERNATIONAL PLUMBING CODES
- STATE DRINKING WATER REGULATIONS
- APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS
- ADA ACCESSIBILITY GUIDELINES.
- IDAHO STANDARDS FOR PUBLIC WORKS (ISPWC)
- CITY OF REXBURG STANDARD DRAWINGS 2022 EDITION
1.3 ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS, ANY REVISIONS MUST HAVE PRIOR WRITTEN APPROVAL.
2.0 PERMITTING AND INSPECTIONS
2.1 PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL REQUIRED
PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR
HAS RECEIVED THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.
2.2 CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR INSPECTING AUTHORITY 48 HOURS
IN ADVANCE OF COVERING UP ANY PHASE OF CONSTRUCTION REQUIRING OBSERVATION.
2.3 ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE CITY, COUNTY OR STATE AGENCY
CONTROLLING THE ROAD AND WITH APPROPRIATE INSPECTIONS.
3.0 COORDINATION AND VERIFICATION
3.1 ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR
FOR WORK HAVING TO BE REDONE DUE TO THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF NOT
VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER.
3.2 CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY QUESTIONS BEFOREHAND. NO
ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED.
3.3 CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO:
- LANDSCAPE PLANS
- SITE ELECTRICAL PLANS AND ELECTRICAL SERVICE TO THE BUILDING(S)
- FIRE PROTECTION
- ARCHITECTURAL SITE PLANS
- ACCESSIBLE ROUTES
- ETC.
3.4 CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE, GAS SERVICE, CABLE, ETC. TO BUILDING WITH THE
APPROPRIATE UTILITY COMPANY. FOR TELEPHONE, CONTRACTOR TO FURNISH CONDUIT, PLYWOOD BACKBOARD, AND GROUND
WIRE, AS REQUIRED.
4.0 SAFETY AND PROTECTION
4.1 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION.
4.2 CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA REQUIREMENTS.
4.3 CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF
EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OR WORKERS AND PUBLIC.
4.4 CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE PROPERTY,
ROADWAYS, AND UTILITY IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE
REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS.
4.5 CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES,
BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION.
4.6 IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE APPROPRIATE GOVERNMENT
AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS.
4.7 CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARY TO INSURE
THE SAFETY OF WORKERS AND VISITORS. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL
CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION.
4.8 CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS.
4.9 CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY STANDARDS.
4.10 CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL
DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL
WORK IN CONNECTION WITH CONSTRUCTION. SUBMIT A STORM WATER POLLUTION PREVENTION PLAN, IF REQUIRED.
4.11 WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY AS TO PROVIDE MINIMUM
INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC.
4.12 CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS BETWEEN NEW CONSTRUCTION AND
EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION.
4.13 NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL
CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION
SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ONE APPROACH TO THE SITE. THE APPROACH SHALL BE
DESIGNATED BY THE OWNER OR GOVERNING AGENCY.
4.14 THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH
IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR RECONSTRUCTED TO THE
ENGINEER/OWNER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR.
5.0 MATERIALS
5.1 SITE CONCRETE SHALL BE A MINIMUM 6.5 BAG MIX, 4000 P.S.I. @ 28 DAYS, 4" MAXIMUM SLUMP WITH 5 + OR -1% AIR
ENTRAINMENT, UNLESS SPECIFIED OTHERWISE. SEE SPECIFICATION:
-SLABS-ON-GRADE WILL BE TYPICALLY SCORED (1/4 THE DEPTH) AT INTERVALS NOT TO EXCEED THEIR WIDTH OR 12 TIMES THEIR
DEPTH, WHICHEVER IS LESS. SCORING WILL BE PLACED TO PREVENT RANDOM CRACKING. FULL DEPTH EXPANSION JOINTS WILL
BE PLACED AGAINST ANY OBJECT DEEMED TO BE FIXED, CHANGES IN DIRECTION AND AT EQUAL INTERVALS NOT TO EXCEED 50
FEET.
-CONCRETE WATERWAYS, CURBWALLS, MOWSTRIPS, CURB AND GUTTER, ETC. WILL TYPICALLY BE SCORED 1/4 THE DEPTH AT
INTERVALS NOT TO EXCEED 10 FEET AND HAVE FULL DEPTH EXPANSION JOINTS AT EQUAL SPACING NOT TO EXCEED 50 FEET.
-UNLESS OTHERWISE NOTED, ALL SLABS-ON-GRADE WILL HAVE A MINIMUM 8" TURNED-DOWN EDGE TO HELP CONTROL FROST
HEAVE.
-UNLESS OTHERWISE NOTED, ALL ON-GRADE CONCRETE WILL BE PLACED ON A MINIMUM 4" GRAVEL BASE OVER A WELL
COMPACTED (90%) MIN. SUBGRADE.
-ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED OR BROOMED. ANY "PLASTERING" OF NEW CONCRETE WILL BE
DONE WHILE IT IS STILL "GREEN."
-ALL JOINTS (CONTROL, CONSTRUCTION OR EXPANSION JOINTS, ETC.) WILL BE SEALED WITH A ONE PART POLYURETHANE
SEALANT.
5.2 ASPHALT CONCRETE PAVEMENT SHALL BE A MINIMUM 3" OVER 6" OF COMPACTED (95%) ROAD BASE OVER PROPERLY PREPARED
AND COMPACTED (90%) SUBGRADE, UNLESS NOTED OTHERWISE.
-ASPHALT COMPACTION SHALL BE A MINIMUM 96%.
-SURFACE COARSE SHALL BE 1/2" MINUS. MIX DESIGN TO BE SUBMITTED FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO
ANTICIPATED PAVING SCHEDULE.
-AC PAVEMENT TO BE A 1/4" ABOVE LIP OF ALL GUTTER AFTER COMPACTION.
-THICKNESS OVER 3" WILL BE LAID IN TWO LIFTS WITH THE FIRST LIFT BEING AN APPROVED 3/4" MINUS DESIGN.
EX OHP
X
EX IRRG
EX x" IR
EX W
EX SS
EX SD
W
EX GAS
EX FO
GAS
OHP
EX CATV
EX COMM
CATV
COMM
FIRE
FIRE
x" FIRE
x" IR
EX x" SD
x" SS
EX x" SS
x" W
EX x" W
SS
IRRG
FIBER
EX UGP
EX LD
x" SD
RD
SD
EX SECW
LD
SECW
EX TRAF
TRAF
UNK
|||
EX TELE
TELE
EX FM
FM
PROPERTY LINE
CENTERLINE
ADJACENT LOT LINE
EASEMENT
CONTOUR MAJOR
CONTOUR MINOR
EXIST. CONTOUR MAJOR
EXIST. CONTOUR MINOR
4355
4355
4355
4355
SETBACK
UTILITY FLOW DIRECTIONðð
EX UNKNOWN UTILITY
LOT LINE
X X CHAINLINK FENCE
WOODEN FENCE
VINYL FENCE
RAILROAD||
EX OVERHEAD POWER
EX UNDERGROUND POWER
OVERHEAD POWER
EX NATURAL GAS
NATURAL GAS
EX CABLE TV
CABLE TV
EX COMMUNICATIONS
COMMUNICATIONS
EX FIBER OPTIC
FIBER OPTIC
EX TRAFFIC SIGNAL
TRAFFIC SIGNAL
EX TELEPHONE
TELEPHONE
EX CULINARY WATER
EX x" CULINARY WATER
CULINARY WATER
x" CULINARY WATER
EX FIRE SERVICE
FIRE SERVICE
x" FIRE SERVICE
POWER
EX SANITARY SEWER
EX FORCE MAIN
EX x" SANITARY SEWER
SANITARY SEWER
FORCE MAIN
x" SANITARY SEWER
x" RD
EX STORM DRAIN
EX x" STORM DRAIN
STORM DRAIN
ROOF DRAIN
x" STORM DRAIN
x" ROOF DRAIN
EX IRRIGATION
EX LAND DRAIN
EX SECONDARY WATER
EX x" IRRIGATION
IRRIGATION
LAND DRAIN
SECONDARY WATER
x" IRRIGATION
BASIS OF BEARING
PROPOSED BUILDING
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING BUILDING
Detail Name
Scale: NTS
X
Cxxx
DETAIL NUMBER
SHEET NUMBER
Detail Identification
SS
SD
SIGN
LIGHT
SD MH, INLET, AND COMBO BOX
SEWER MANHOLE
CLEAN-OUT
VALVE, TEE, & BEND
WATER BLOW-OFF
WATER METER
FIRE HYDRANT
POWER POLE
ELECTRICAL BOX
TRAFFIC BOX
MANHOLE
EX MONUMENT
PROP MONUMENT
E
CO
MH
NOTE: DUPLICATE SYMBOLS USE SOLID FILL TO INDICATE
EXISTING OR PROPOSED.
SECTION CORNER
X
Cxxx
Cxx
TYPICAL DETAIL NUMBER
C13 Typical Detail Name
Scale: NTS
TYPICAL DETAIL NUMBER
DETAIL NUMBER
SHEET NUMBER
X
Cxxx
SECTION LETTER
SHEET NUMBER
T
00.00 ELEV ELEVATION LABEL
05-19-2026
C C C
C
C
4
8
7
3
48
7
3
4
8
7
3
4
8
7
3
48
7
3
48
7
4
48
7
4
4874
4873
4874
4873
48
7
2
4874
4873
4874
4874
4874
4874
4875
4874
S89°38'36"W 1085.92'
N0°17'01"W 16.73'
R=84
7
4
.
3
7
' L=2
1
5
.
4
2
'
Δ=1°2
7
'
2
3
"
CH=N
5
3
°
1
2
'
1
2
"
E
2
1
5
.
4
1
'
N53°
5
5
'
5
3
"
E
1
4
5
8
.
2
6
'
S0
°
0
0
'
0
8
"
E
7
5
.
4
0
'
S53°
5
9
'
3
7
"
W
3
3
4
.
5
4
'
S0
°
2
5
'
2
9
"
E
7
2
5
.
5
0
'
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 60'
60 0 60 120 180
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
THIS PROPERTY LIES WITHIN FLOOD ZONE X AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR
FLOODPLAIN. INFORMATION OBTAINED FROM FEMA FLOOD INSURANCE RATE MAP NUMBER
16065C0020D, EFFECTIVE DATE: JUNE 3, 1991.
FLOOD ZONE DESIGNATION
DESC:
N:
E:
ELEV:
THE BASIS OF BEARING IS THE MONUMENTED
CENTERLINE BETWEEN THE FOUND SOUTHWEST
CORNER AND THE FOUND SOUTH QUARTER
CORNER, SECTION 7, TOWNSHIP 6 NORTH, RANGE
40 EAST, B.M., WHICH BEARS NORTH 89°38'36"
EAST, MADISON COUNTY, IDAHO, NAD 83 STATE
PLANE GRID BEARING.
FOUND 3" BRASS MONUMENT,
IN 268004
797710.46
753472.27
4874.76
BENCHMARK / BASIS OF BEARING
= AREA OF DEMOLITION. LEGALLY DISPOSE OF DEMOLITION WASTE.
= EXISTING FEATURE TO BE DEMOLISHED. LEGALLY DISPOSE OF
DEMOLITION WASTE.
LEGEND
SH
I
R
L
E
Y
L
A
N
E
50
-
F
T
P
R
I
V
A
T
E
R
I
G
H
T
-
O
F
-
W
A
Y
EX 15-FT P.U.E.
SUB9ECT PROPERTY
SHIRLEY SUBDIVISION, BLOCK 1
465,560 SQ FT / 10.69 AC
LOT 8PARCELʌ RP04SHR0010080
EX SPIGOT
N0°17'01"W 56.23'
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
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D
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1
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0
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-
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\
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0
.
2
0
S
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L
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A
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5/
1
9
/
2
0
2
6
1
1
:
5
6
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
SITE DEMOLITION PLAN
C0.20
LOT 7
PARCELʌ RP04SHR0010070
LOT 6PARCELʌ RP04SHR0010060
LOT 5PARCELʌ RP04SHR0010050
LOT 4PARCELʌ RP04SHR0010040
LOT 3PARCELʌ RP04SHR0010030
LOT 2PARCELʌ RP04SHR0010020
LOT 1PARCELʌ RP04SHR0010010
CA
L
L
F
A
M
I
L
Y
T
R
U
S
T
U
/
A
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6
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4
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0
7
6
1
6
9
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ʌ
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A
MOODY ROAD
79-FT PUBLIC RIGHT-OF-WAY
HIGH
W
A
Y
2
0
PUBL
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C
R
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H
T
-
O
F
-
W
A
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(
W
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V
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S
)
TETO
N
I
S
L
A
N
D
C
A
N
A
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EX 80-FT
CANAL EASEMENT
EX 80-FT
CANAL EASEMENT
EX
1
5
-
F
T
P
.
U
.
E
.
EX
1
5
-
F
T
P
.
U
.
E
.
SOUTH QUARTER CORNER
SEC. 7, T6N, R40E, B.M.
FOUND BRASS CAP
IN. 404616
SOUTHWEST CORNER
SEC. 7, T6N, R40E, B.M.
FND 3" BRASS MON @ W
EDGE OF BRIDGE
IN. 268004
EX PP
EX PP
EX PP EX PPEX PPEX PP
EX COMM
EX COMMEX COMMEX COMM
ABANDON EXISTING PUE
ABANDON EXISTING PUE
REMOVE EXISTING BUILDING
REMOVE EXISTING BUILDING
REMOVE EXISTING BUILDING
REMOVE EXISTING
BUILDING
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCEREMOVE EXISTING FENCE
REMOVE EXISTING SPIGOT
& ASSOCIATED PIPING
REMOVE EXISTING
UTILITY POLE
EX CULVERT
EX CANAL
GATE
RELOCATE EXISTING COMMUNICATION VAULT,
COORD. WITH SERVICE PROVIDER
RELOCATE EXISTING UTILITY POLE & COMMUNICATION
VAULT, COORDINATE WITH SERVICE PROVIDER
RELOCATE EXISTING COMMUNICATION VAULT,
COORD. WITH SERVICE PROVIDER
SAWCUT AND REMOVE EXISTING
ASPHALT PAVEMENT AS REQUIRED FOR
NEW UTILITY OUTFALL CONNECTIONS
05-19-2026
90
102 101131132127128
686763625354525146453738
34
85
84
83
82
80
79
78
77
76
74
73
72
71
70
95
96
91
92
93
86
87
88
111
110
109
107
106
105
104
137
136
103
49 50 585755564847434442
1
9810099
3
2
8
7
6
5
4
13
12
11
10
9
18
17
16
15
14
23
22
21
20
19
28
27
26
25
24
33
32
31
30
29
41
36 35
126
125
124
123
122
121
120
119
118
117
116
115
114
113
112
129 130 133 134
135
108
94
97
89
81
75
69
39 40 59 60 61 64 65 66
N53°
5
5
'
5
3
"
E
95.0
7
'
N53°
5
5
'
5
3
"
E
229.
5
3
'
S53°
5
5
'
5
3
"
W
438.
9
7
'
N89°38'36"E
370.99'
N89°38'36"E
186.92'
N89°38'36"E
86.00'
N0
°
2
5
'
2
9
"
W
46
2
.
8
8
'
N0
°
2
1
'
2
4
"
W
86
.
0
0
'
N0
°
2
1
'
2
4
"
W
32
8
.
8
0
'
N89°38'36"E
186.00'
N0
°
2
1
'
2
4
"
W
44
.
1
5
'
N0
°
2
1
'
2
4
"
W
51
.
5
0
'
N
3
6
°
0
4
'
0
7
"
W
4
6
.
0
0
'
N53°
5
5
'
5
3
"
E
1
1
0
.
0
0
'
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
'
S53°
5
5
'
5
3
"
W
1
1
0
.
0
0
'
N53°
5
5
'
5
3
"
E
1
1
0
.
0
0
'
N
3
6
°
0
4
'
0
7
"
W
4
6
.
0
0
'
S53°
5
5
'
5
3
"
W
1
1
0
.
0
0
'
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
'
N
3
6
°
0
4
'
0
7
"
W
4
6
.
0
0
'
N53°
5
5
'
5
3
"
E
1
1
0
.
0
0
'
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
'
S53°
5
5
'
5
3
"
W
1
1
0
.
0
0
'
N
3
6
°
0
4
'
0
7
"
W
4
6
.
0
0
'
N53°
5
5
'
5
3
"
E
1
1
0
.
0
0
'
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
'
S53°
5
5
'
5
3
"
W
1
1
0
.
0
0
'
N
3
6
°
0
4
'
0
7
"
W
4
6
.
0
0
'
N53°
5
5
'
5
3
"
E
1
1
0
.
0
0
'
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
'
S53°
5
5
'
5
3
"
W
1
1
0
.
0
0
'
N
3
6
°
0
4
'
0
7
"
W
4
6
.
0
0
'
N53°
5
5
'
5
3
"
E
1
1
0
.
0
0
'
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
'
S53°
5
5
'
5
3
"
W
1
1
0
.
0
0
'
N
3
6
°
0
4
'
0
7
"
W
4
6
.
0
0
'
N53°
5
5
'
5
3
"
E
6
6
.
0
0
'
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
'
S53°
5
5
'
5
3
"
W
6
6
.
0
0
'
N89°34'31"E 46.00'
N0
°
2
5
'
2
9
"
W
1
1
0
.
0
0
'
S0
°
2
5
'
2
9
"
E
1
1
0
.
0
0
'
S89°34'31"W 46.00'
N0
°
2
5
'
2
9
"
W
8
8
.
0
0
'
S0
°
2
5
'
2
9
"
E
8
8
.
0
0
'
S89°34'31"W 46.00'
N89°34'31"E 46.00'
N89°34'31"E 46.00'
S0
°
2
5
'
2
9
"
E
1
3
2
.
0
0
'
N0
°
2
5
'
2
9
"
W
1
3
2
.
0
0
'
S89°34'31"W 46.00'N89°34'31"E 46.00'
S0
°
2
5
'
2
9
"
E
1
3
2
.
0
0
'
N0
°
2
5
'
2
9
"
W
1
3
2
.
0
0
'
S89°34'31"W 46.00'
S89°34'31"W 46.00'
N0
°
2
5
'
2
9
"
W
6
6
.
0
0
'
N89°34'31"E 46.00'
S0
°
2
5
'
2
9
"
E
6
6
.
0
0
'
S89°34'31"W 46.00'
N0
°
2
5
'
2
9
"
W
1
1
0
.
0
0
'
N89°34'31"E 46.00'
S0
°
2
5
'
2
9
"
E
1
1
0
.
0
0
'
S0
°
2
1
'
2
4
"
E
8
8
.
0
0
'
N0
°
2
1
'
2
4
"
W
8
8
.
0
0
'
N89°38'36"E 46.00'
S89°38'36"W 46.00'N89°38'36"E 46.00'
S0
°
2
1
'
2
4
"
E
1
1
0
.
0
0
'
N0
°
2
1
'
2
4
"
W
1
1
0
.
0
0
'
S89°38'36"W 46.00'
S0
°
2
1
'
2
4
"
E
6
6
.
0
0
'
N89°38'36"E 46.00'
N0
°
2
1
'
2
4
"
W
6
6
.
0
0
'
S89°38'36"W 46.00'
N89°38'36"E 110.00'
S0
°
2
1
'
2
4
"
E
4
6
.
0
0
'
S89°38'36"W 110.00'
N0
°
2
1
'
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0
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S89°38'36"W 110.00'S89°38'36"W 110.00'S89°38'36"W 132.00'S89°38'36"W 132.00'S89°38'36"W 110.00'S89°38'36"W 110.00'
N89°38'36"E 66.00'N53°5
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N89°34'31"E
46.00'
S0°21'24"E 46.00'
N0°21'24"W 46.00'
N
3
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N89°34'31"E
46.00'
N89°38'36"E
46.00'
N0
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46
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N89°38'36"E
46.00'
N53°55'53"E 110.00'
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
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MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
VICINITY MAP
W
N
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S
Scale: 1" = 60'
60 0 60 120 180
SITUATED IN THE STATE OF IDAHO, COUNTY OF MADISON, BEING PART OF
SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, OF B.M., BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A BRASS CAP FOUND MARKING THE SOUTH WEST CORNER OF SAID
SECTION 7, SAID POINT BEING THE POINT OF BEGINNING;
THENCE NORTH 00°17'01" WEST, A DISTANCE OF 56.23 FEET TO A REBAR WITH A
PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE ALONG A NON TANGENT CURVE TO THE RIGHT, HAVING A DELTA ANGLE
01°27'23", A RADIUS OF 8,474.37 FEET, AN ARC LENGTH OF 215.42 FEET, WITH A
CHORD BEARING OF NORTH 53°12'12" EAST, AND A CHORD LENGTH OF 215.41
FEET;
THENCE NORTH 53°55'53" EAST, A DISTANCE OF 1,458.26 FEET TO A REBAR WITH
A PLASTIC CAP FOUND, STAMPED "PLS 13856";
THENCE SOUTH 00°00'08" EAST, A DISTANCE OF 75.40 FEET TO A REBAR WITH A
PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE SOUTH 53°59'37" WEST, A DISTANCE OF 334.54 FEET TO A REBAR WITH
A PLASTIC CAP SET, STAMPED "PLS 13856";
THENCE SOUTH 00°25'29" EAST, A DISTANCE OF 765.00 FEET TO A PK MAG NAIL
SET;
THENCE SOUTH 89°38'36" WEST, A DISTANCE OF 1,086.02 FEET TO THE POINT OF
BEGINNING. CONTAINING 11.67 ACRES OF LAND, MORE OR LESS.
DEED DESCRIPTION
DEVELOPER TEAM
S.L. COUNTY MONUMENT AS NOTED
SET REBAR AND CAP
BOUNDARY LINE
ADJACENT PARCEL
SECTION LINE
EASEMENT
LEGEND
MOODY TOWNHOMES PRELIMINARY PLAT
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
CITY OF REXBURG, MADISON COUNTY, ID
NOVEMBER 2025
PROJECT SITE
DEVELOPER:
UTAH DEVELOPMENT GROUP
10808 S. RIVER FRONT PARKWAY, SUITE 300
SOUTH JORDAN, UTAH 84095
(801) 641-8956
SURVEYOR:
LAYTON SURVEYS
ATTN: WILLIS D. LONG
837 SOUTH 500 WEST, STE 201,
WOODS CROSS, UT 84015
(801) 663-1641
CIVIL ENGINEER:
HUNT DAY ENGINEERING
ATTN: THOMAS HUNT, PE
3445 ANTELOPE DRIVE
SYRACUSE, UT 84075
(801) 664-4724
GEOTECHNICAL ENGINEER:
ROCKSMITH ENGINEERING
2426 DIAMOND H LANE
REXBURG, ID 83440
(801) 556-6407
SOUTH QUARTER CORNER
SEC. 7, T6N, R40E, B.M.
FOUND BRASS CAP
IN. 404616MOODY ROAD
79-FT PUBLIC RIGHT-OF-WAY
SOUTHWEST CORNER
SEC. 7, T6N, R40E, B.M.
FND 3" BRASS MON @ W EDGE OF BRIDGE
IN. 268004
POINT OF BEGINNING
CA
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SET RBC
PLS "20907"
FOUND RBC
"TVS PLS 13856"
FOUND RBC
"TVS PLS 13856"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
SET RBC
PLS "20907"
EX 80-FT
CANAL EASEMENT
PRIVATE ROAD - A
PRIV
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PRIVATE ROAD - 1
SUB9ECT PROPERTY
SHIRLEY SUBDIVISION, BLOCK 1
465,560 SQ FT / 10.69 AC
05-19-2026
90
102 101131132127128
686763625354525146453738
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N0
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N53°
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S89°38'36"W 1085.92'
R10'
R20'
R10'
R20'
R20'R20'
R20'
R20'
R20'
R49'
R20'
R20'
R49'
R25'R25'
7'
19.5'
29'
20'
9'8'
30'
30'
10'
20'18'30'17.9'
10'10'10'20'20'20'20'20'20'
10'
18'30'19.5'
27.3'
20'
30'
32'
20'
9'
11.1'
25'
30'
8'
20'
9'
30'
31.9'
10'
10'
10'
10'
10'29.4'
19.6'
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10'
10.9'
10'
10'
10'
23.3'
17.7'
10'
10'
30'
30'
9.1'
30'
30'
20'
30'
9'
20'
30'
9'
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9'
5'
20'
12.5'12.5'
ROAD - A
ROAD
-
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3
ROAD - 1
10'
30'
12.5'
30'30'
6'
6'
6'
6'6'
6'
1
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
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MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
PROPOSED SITE PLAN
C1.00
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MOODY ROAD
79-FT PUBLIC RIGHT-OF-WAY
HIGH
W
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2
0
PUBL
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EX 80-FT
CANAL EASEMENT
EX CULVERT
EX CANAL
GATE
W
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Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 50'
50 0 50 100 150
EX 80-FT
CANAL EASEMENT
TOE O
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DEVELOPMENT SUMMARY
ON-SITE:
PARCEL AREA:465,460 SQ FT 10.69 ACRES (100%)
BUILDING AREA:138,644 SQ FT 3.18 ACRES (30%)
HARD SURFACE AREA:114,375 SQ FT 2.63 ACRES (25%)
LANDSCAPE AREA:212,441 SQ FT 4.88 ACRES (45%)
MOODY ROAD R-O-W:
HALF-WIDTH AREA:28,664 SQ FT 0.65 ACRES (100%)
HARD SURFACE AREA:20,690 SQ FT 0.47 ACRES (72%)
ASPHALT: 14,874 SQ FT 0.34 ACRES
LANDSCAPE AREA:7,974 SQ FT 0.18 ACRES (28%)
PARKING:SEE COVER SHEET
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY NOTES
GENERAL NOTES
1.SEE SHEET C0.10 FOR PROJECT LEGEND & ABBREVIATIONS.
2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT
DOCUMENTS AND THE CITY OF REXBURG STANDARD DRAWINGS 2022 EDITION.
1.TYPICAL STREET WIDENING PER ISPWC STANDARD DRAWING NO. SD-806, REFER TO RESIDENTIAL
COLLECTOR STREET SECTION PER CITY OF REXBURG STANDARD DRAWINGS TYPICAL SECTION 3
2.5 FOOT WIDE CONCRETE SIDEWALK PER CITY OF REXBURG STANDARD DRAWINGS TYPICAL
SECTION 3
3.RESIDENTIAL STANDARD CURB AND GUTTER PER CITY OF REXBURG STANDARD DRAWINGS SHEET
NO. 6
4.CITY STREETLIGHT PER CITY OF REXBURG STANDARDS
5.DEPRESSED PEDESTRIAN ACCESS PER CITY OF REXBURG STANDARD DRAWINGS SHEET NO. 6
6.NOT USED
7.TYPE "III" ALLEY SECTION PER ISPWC STANDARD DRAWING NO. SD-803
8.STOP / STREET SIGN PER CITY OF REXBURG STANDARDS
9.4 FOOT WIDE CONCRETE SIDEWALK PER ISPWC STANDARD DRAWING NO. SD-709
10.3-IN ROLLED CURB AND GUTTER PER ISPWC STANDARD DRAWING NO. SD-702
11.CONCRETE DRIVEWAY, 6-IN THICK CLASS 3000 CONCRETE PAVEMENT OVER 4-IN THICK 3/4" MINUS
CRUSHED AGGREGATE PER ISPWC SECTION 703 & 802
12.CONCRETE PARKING STALL, 6-IN THICK CLASS 3000 CONCRETE PAVEMENT OVER 4-IN THICK 3/4"
MINUS CRUSHED AGGREGATE PER ISPWC SECTION 703 & 802
13.PEDESTRIAN RAMP TYPE "A" WITH DETECTABLE WARNING STRIP PER ISPWC STANDARD DRAWING
NO. SD-712 & SD-712A
14.PEDESTRIAN RAMP TYPE "F" WITH DETECTABLE WARNING STRIP PER ISPWC STANDARD DRAWING
NO. SD-712 & SD-712F
15.4-IN YELLOW PAINTED STRIPING
#
SNOW STORAGE TABLE
= DESIGNATED SNOW STORAGE AREA
LEGEND
AREA #PARKING AREA
(sq. ft)
PROVIDED SNOW STORAGE
(sq. ft.)
1 2,160 261
2 2,160 230
3 1,728 213
4 4,500 545
5 2,160 282
6 2,160 245
ALL PRIVATE ROADWAYS (R#) - 77,139 SQ. FT 8,219 TOTAL
1
2
3
5555
7 13
13
13
13
13
13
13
13
13
1413
14
13
7
7
7
12 15
12 15
12 15
12 15
12 15
12 15
11
11
11
1111
23
9
99
9
9
9
9
9
9
2
9
9
29
99
10
10
10
10
10
10
10
STORMWATER
BASIN B
ST
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W
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BA
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444444
8
8
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8
8
8
8
1 1
1
#
2
3
4
5
6
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5
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E
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T
R7 746 SQ. FT.
R8 1,425 SQ. FT.
1,219 SQ. FT.R1
885 SQ. FT.R2 394 SQ. FT.R3
1,124 SQ. FT.R5
970 SQ. FT.R4
1,456 SQ. FT.R6
05-19-2026
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
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MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
SITE CIVIL DETAILS
C1.90
05-19-2026
90
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129 130 133 134
135
108
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39 40 59 60 61 64 65 66
SD SD
SD
SD
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8
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48
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4875
48744874
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4874
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4874
48
7
2
48734874
48754874
4874
4874
4874
4873
4873
4875.0
0
F
F
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4875.
3
0
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F
E
4875.
6
8
F
F
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4875.9
0
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F
E
4876.
0
0
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4875.7
3
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F
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4875.
4
4
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4875.
1
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4874.
8
0
F
F
E
4874.
4
5
F
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E
4874.
1
6
F
F
E
4873.
8
8
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4874.
1
2
F
F
E
4875.
2
7
F
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E
4875.
4
9
F
F
E
4875.
7
6
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F
E
4875.
9
7
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F
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4875.8
9
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4875.
5
3
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F
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48
7
4
.
8
5
F
F
E
48
7
4
.
3
6
F
F
E
48
7
4
.
0
3
F
F
E
48
7
4
.
1
4
F
F
E
48
7
4
.
2
9
F
F
E
48
7
4
.
5
1
F
F
E
48
7
4
.
7
8
F
F
E
48
7
5
.
1
1
F
F
E
48
7
5
.
0
7
F
F
E
48
7
4
.
0
3
F
F
E
48
7
4
.
3
6
F
F
E
48
7
4
.
7
4
F
F
E
48
7
5
.
0
7
F
F
E
48
7
5
.
1
1
F
F
E
48
7
4
.
7
8
F
F
E
4873.71 FFE 4874.04 FFE
4874.03 FFE4873.70 FFE 4874.30 FFE 4874.63 FFE
4873.88 FFE4874.21 FFE4874.61 FFE4875.04 FFE
4874.05 FFE4874.54 FFE4875.10 FFE4875.60 FFE4875.57 FFE4875.35 FFE4875.27 FFE4874.75 FFE
4875.17 FFE
487
5
4875
487
5
4875
487
4
4874
4
8
7
3
48
7
4
4
8
7
4
48
7
4
4
8
7
4
4871
48
7
3
4873
48734874
4874
4875
4875
4874
4874
4874
4874
4875
4875
4873
SD SD
SD
SD 75.01 TBC
75.21 TSW
75.13 TOA-EX
75.26 TOA-EX
74.79 TOA-EX74.62 TOA-EX74.87 TOA-EX
74.84 TOA-EX
74.65 TOA-EX74.60 TOA-EX
75.03 TBC
75.23 TSW
74.82 TBC
74.30 TBC 74.20 TBC
74.09 TSW
73.64 TBC
74.15 TSW
73.79 TBC
74.51 TBC 74.52 TBC
74.51 TSW
74.30 TBC
74.51 TSW
74.31 TBC
74.90 TOA-EX
75.19 TBC-GB
75.31 TOA-EX74.68 TBC-GB
74.68 TBC-GB
74.68 TBC-GB
74.68 TBC-GB
74.68 TBC
2.
2
9
%
3
.
8
7
%
2
.
1
8
%
3.
3
6
%
3.
8
5
%
2.
3
2
%
1.
8
2
%
2.
5
8
%
1.9
3
%
2.
3
9
%
2.
9
7
%
3.
0
3
%
73.16 TBC 73.16 TBC
74.56 TBC
74.14 TBC
73.99 TBC
74.21 TBC
74.09 TSW
74.26 TSW
74.44 TSW
73.34 TBC
73.32 TBC
73.33 TSW
74.01 TSW
74.02 TSW
73.56 TBC
73.83 TBC
73.83 TBC
74.59 TBC
74.59 TBC
74.93 TBC
74.93 TBC
75.06 TBC-GB
75.06 TBC-GB
73.49 TBC 73.84 TBC
74.04 TBC
74.05 TBC
73.66 TBC
73.84 TBC
73.07 TBC
73.53 TBC
73.53 TBC
73.66 TSW
73.10 TSW
73.64 TSW
74.03 TSW
74.74 TSW
74.45 TSW
73.90 TSW
73.58 TSW
74.12 TSW
73.70 TSW
73.61 TSW73.50 TSW
73.20 TSW73.30 TSW
73.06 TSW
73.70 TSW75.11 TSW
75.41 TSW
75.28 TSW
73.84 TSW
75.20 TSW
73.79 TSW
73.55 TSW
73.83 TSW
74.47 TSW
75.11 TSW
75.57 TSW
74.97 TSW
74.94 TSW 74.42 TSW
74.56 TBC
74.56 TBC
74.21 TSW
74.49 TSW
74.51 TSW 74.88 TSW-GB 74.88 TSW-GB 74.88 TSW-GB
74.88 TSW-GB
74.62 TSW 74.51 TSW
75.39 TSW-GB
75.36 TBC-GB
75.36 TBC-GB
74.56 TBC
74.21 TBC
73.34 TBC
74.09 TSW
74.53 TBC-GB
74.53 TBC-GB
1.
2
4
%
0.
5
0
%
0.50%0.75%0.51%
0.
5
0
%
0.
5
1
%
0.
5
0
%
0.51
%
0.54
%
0.54
%
0.50
%
0.
6
2
%
4873
4875
4870
4872
48
7
1
48
7
3
4
8
7
5
48
7
3
48
7
1
48
7
0
48
7
2
4873
4873
48
7
4
4874
4874
4875
4875
4
8
7
5
4874
4872
SDS#41
TYPE I SDCB
GRATE - 4874.57
12" INV N - 4872.41
SDS#39
TYPE I SDCB
GRATE - 4873.85
12" INV N - 4871.71
SDS#37
TYPE I SDCB
GRATE - 4873.85
12" INV N - 4871.71
SDS#36
TYPE I SDCB
GRATE - 4873.85
12" INV N - 4871.71
SDS#33
TYPE IV SDCB
GRATE - 4873.15
12" INV E - 4870.98
12" INV W - 4870.98
SDP#24
12" ADS SD
28 LF @ 0.40%
SDS#32
TYPE IV SDCB
GRATE - 4873.15
12" INV W - 4871.09
SDS#35
TYPE IV SDCB
GRATE - 4874.02
12" INV SE - 4871.96
SDP#25
12" ADS SD
28 LF @ 0.40%
SDS#17
TYPE IV SDCB
GRATE - 4874.02
12" INV NE - 4871.85
12" INV NW - 4871.85
SDP#14
12" ADS SD
245 LF @ 0.40%
SDS#18
TYPE IV SDCB
GRATE - 4875.05
12" INV SW - 4870.87
12" INV SE - 4870.87
SDP#15
12" ADS SD
84 LF @ 1.62%
SDS#29
TYPE IV SDCB
GRATE - 4872.91
12" INV SE - 4870.84
SDP#22
12" ADS SD
28 LF @ 0.40%
SDS#30
TYPE IV SDCB
GRATE - 4872.90
12" INV NW - 4870.73
12" INV SW - 4870.73
SDP#32
12" ADS SD
99 LF @ 0.40%
SDP#23
12" ADS SD
126 LF @ 0.40%
SDS#31
TYPE IV SDCB
GRATE - 4873.37
12" INV NE - 4870.23
12" INV S - 4870.23
74.67 TSW
75.01 TSW
74.79 TOA74.66 TOA74.88 TOA
74.87 TOA
74.66 TOA74.63 TOA 74.91 TOA 75.32 TOA
102 101132 100133134
N89°38'36"E
186.92'
S89°38'36"W 46.00'
N89°38'36"E 110.00'
S89°38'36"W 110.00'
N0
°
2
1
'
2
4
"
W
4
6
.
0
0
'
N89°38'36"E 88.00'
S0
°
2
1
'
2
4
"
E
4
6
.
0
0
'
S89°38'36"W 88.00'
N89°38'36"E 132.00'N89°38'36"E 110.00'
22.00'22.00'22.00'22.00'22.00'22.00'
22.00'
46
.
0
0
'
22.00'
46
.
0
0
'
22.00'
46
.
0
0
'
22.00'
22.00'
22.00'
22.00'
46
.
0
0
'
22.00'
46
.
0
0
'
22.00'
22.00'
46
.
0
0
'
22.00'
22.00'
46
.
0
0
'
4873.71 FFE
4873.70 FFE
4873.88 FFE4874.21 FFE
48
7
3
4873
4873
73.50 TSW
73.20 TSW73.30 TSW
73.06 TSW
73.70 TSW
4873
4873
SDS#20
TYPE IV SDCB
GRATE - 4872.73
12" INV N - 4870.66
SDP#16
12" ADS SD
28 LF @ 0.40%
SDS#21
TYPE IV SDCB
GRATE - 4872.73
12" INV S - 4870.55
12" INV NE - 4870.55
SDP#17
12" ADS SD
32 LF @ 0.40%
SDS#22
TYPE IV SDCB
GRATE - 4872.64
12" INV SW - 4870.42
12" INV N - 4870.42
SDS#26
TYPE IV SDCB
GRATE - 4872.64
12" INV SE - 4870.33
12" INV N - 4870.33
SDP#20
12" ADS SD
32 LF @ 0.40%
SDS#25
TYPE IV SDCB
GRATE - 4872.64
12" INV S - 4870.46
12" INV NW - 4870.46
SDP#19
12" ADS SD
28 LF @ 0.40%
SDS#24
TYPE IV SDCB
GRATE - 4872.64
12" INV N - 4870.57
SDP#21
12" ADS SD
49 LF @ 0.40%
SDS#27
TYPE IV SDCB
GRATE - 4872.88
12" INV S - 4870.14
12" INV E - 4870.14
SDP#31
12" ADS SD
75 LF @ 0.40%
SDS#23
TYPE IV SDCB
GRATE - 4872.88
12" INV S - 4870.22
12" INV W - 4870.22
SDP#30
12" ADS SD
77 LF @ 0.94%
SDP#18
12" ADS SD
49 LF @ 0.40%
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
Y
_
1
C:
\
U
s
e
r
s
\
H
u
n
t
D
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T
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h
o
m
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s
\
0
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-
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\
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1
-
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t
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0
0
S
I
T
E
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R
A
D
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L
A
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5/
1
9
/
2
0
2
6
1
1
:
5
7
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
SITE GRADING &
DRAINAGE PLAN
C2.00
MOODY ROAD
HIGH
W
A
Y
2
0
TETO
N
I
S
L
A
N
D
C
A
N
A
L
EX CULVERT
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 50'
50 0 50 100 150
TOE O
F
E
M
B
A
N
K
M
E
N
T
TOE
O
F
E
M
B
A
N
K
M
E
N
T
TOP
O
F
E
M
B
A
N
K
M
E
N
T
TOP
O
F
E
M
B
A
N
K
M
E
N
T
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
THIS PROPERTY LIES WITHIN FLOOD ZONE X AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR
FLOODPLAIN. INFORMATION OBTAINED FROM FEMA FLOOD INSURANCE RATE MAP NUMBER
16065C0020D, EFFECTIVE DATE: JUNE 3, 1991.
FLOOD ZONE DESIGNATION
DESC:
N:
E:
ELEV:
THE BASIS OF BEARING IS THE MONUMENTED
CENTERLINE BETWEEN THE FOUND SOUTHWEST
CORNER AND THE FOUND SOUTH QUARTER
CORNER, SECTION 7, TOWNSHIP 6 NORTH, RANGE
40 EAST, B.M., WHICH BEARS NORTH 89°38'36"
EAST, MADISON COUNTY, IDAHO, NAD 83 STATE
PLANE GRID BEARING.
FOUND 3" BRASS MONUMENT,
IN 268004
797710.46
753472.27
4874.76
BENCHMARK / BASIS OF BEARING
= CHANGE IN BUILDING FINISHED FLOOR ELEVATION
= GRADE BREAK
LEGEND
DEVELOPMENT SUMMARY
ON-SITE:
PARCEL AREA:465,460 SQ FT 10.69 ACRES (100%)
BUILDING AREA:138,644 SQ FT 3.18 ACRES (30%)
HARD SURFACE AREA:114,375 SQ FT 2.63 ACRES (25%)
LANDSCAPE AREA:212,441 SQ FT 4.88 ACRES (45%)
MOODY ROAD R-O-W:
HALF-WIDTH AREA:28,664 SQ FT 0.65 ACRES (100%)
HARD SURFACE AREA:20,690 SQ FT 0.47 ACRES (72%)
ASPHALT: 14,874 SQ FT 0.34 ACRES
LANDSCAPE AREA:7,974 SQ FT 0.18 ACRES (28%)
PARKING:SEE COVER SHEET
STAGE STORAGE TABLE
KEY NOTES
GENERAL NOTES
1.SEE SHEET C0.10 FOR PROJECT LEGEND & ABBREVIATIONS.
2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT
DOCUMENTS AND THE CITY OF REXBURG STANDARD DRAWINGS 2022 EDITION.
3.REFERENCE SHEET C2.90 FOR STORM RUNOFF CALCULATIONS.
4.REFERENCE ARCHITECTURAL DRAWINGS FOR PROVIDED ROOF DRAIN LOCATIONS. CONNECT ALL
ROOF DRAINS TO THE PROPOSED STORM DRAIN SYSTEM.
5.TOTAL STORMTECH INFILTRATOR DRAIN CAPACITY PROVIDED - 1617 CU. FT.
1.3H : 1V SLOPE (MAX)
2.FOUR (4) STORMTECH SC-800 CHAMBERS WITH END CAP AND 48-INCH DIA MODIFIED MANHOLE
PER CITY OF REXBURG STANDARD DRAWINGS SHEET NO. 8
3.INLET CATCH BASIN TYPE 'I' PER ISPWC STANDARD DRAWING NO. SD-601
4.INLET CATCH BASIN TYPE 'IV' (FOR ROLLED CURB) PER ISPWC STANDARD DRAWING NO. SD-604A
5.4H : 1V SLOPE, BEGIN SLOPE 2 FEET AFTER EDGE OF SIDEWALK
6.3H : 1V SLOPE, BEGIN SLOPE 2 FEET AFTER EDGE OF SIDEWALK
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
CONIC
INC. VOL.
(cu. ft.)
CONIC
TOTAL VOL.
(cu. ft.)
4,870.50 915.20 N/A N/A 0.00 N/A 0.00
4,871.00 1,173.15 0.50 522.09 522.09 520.75 520.75
4,872.00 1,761.14 1.00 1467.14 1989.23 1457.22 1977.98
4,872.75 2,265.02 0.75 1509.81 3499.04 1505.85 3483.83
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
CONIC
INC. VOL.
(cu. ft.)
CONIC
TOTAL VOL.
(cu. ft.)
4,869.51 2,390.37 N/A N/A 0.00 N/A 0.00
4,870.00 2,757.48 0.49 1261.22 1261.22 1260.15 1260.15
4,871.00 3,590.16 1.00 3173.82 4435.04 3164.68 4424.83
4,872.00 4,534.95 1.00 4062.55 8497.60 4053.37 8478.20
4,872.70 5,262.87 0.70 3429.24 11926.84 3426.08 11904.28
ELEV
AREA
(sq. ft.)
DEPTH
(ft)
AVG END
INC. VOL.
(cu. ft.)
AVG END
TOTAL VOL.
(cu. ft.)
CONIC
INC. VOL.
(cu. ft.)
CONIC
TOTAL VOL.
(cu. ft.)
4,869.50 1,158.82 N/A N/A 0.00 N/A 0.00
4,870.00 1,743.58 0.50 711.09 711.09 706.23 706.23
4,871.00 2,994.99 1.00 2369.29 3080.37 2341.25 3047.48
4,872.00 4,324.25 1.00 3659.62 6739.99 3639.33 6686.81
4,872.80 5,443.72 0.80 3907.19 10647.18 3898.61 10585.41
#
BASIN A
BASIN B
BASIN C
1
1
1
5
1
1
1
2 3
2 323 32
4
4
ENLARGED PLAN, SEE ABOVE
Enlarged Plan
SCALE: 1" = 20'-0"
4
4
4
4
4
4
4 4
4
4
4
4 4
4
6
STORMWATER BASIN C
4870.50 BOTTOM
4872.75 HIGHWATER
4873.75 TOP
STORMWATER BASIN B
4869.50 BOTTOM
4872.70 HIGHWATER
4873.70 TOP
STORMWATER BASIN A
4869.50 BOTTOM
4872.80 HIGHWATER
4873.80 TOP
05-19-2026
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
Y
_
1
C:
\
U
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r
s
\
H
u
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D
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1
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\
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s
\
0
0
-
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1
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9
0
S
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D
R
A
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N
A
G
E
D
E
T
A
I
L
S
5/
1
9
/
2
0
2
6
1
1
:
5
7
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
SITE DRAINAGE DETAILS
C2.90
05-19-2026
90
102 101131132127128
686763625354525146453738
34
85
84
83
82
80
79
78
77
76
74
73
72
71
70
95
96
91
92
93
86
87
88
111
110
109
107
106
105
104
137
136
103
49 50 585755564847434442
1
9810099
3
2
8
7
6
5
4
13
12
11
10
9
18
17
16
15
14
23
22
21
20
19
28
27
26
25
24
33
32
31
30
29
41
36 35
126
125
124
123
122
121
120
119
118
117
116
115
114
113
112
129 130 133 134
135
108
94
97
89
81
75
69
39 40 59 60 61 64 65 66
C C C
C
C
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SD SD
SD
SD
SS
SS
SS
8"
P
V
C
S
S
-
2
0
8
L
F
@
0
.
4
%
8"
P
V
C
S
S
-
2
1
5
L
F
@
0
.
4
%
8" PVC SS - 187 LF @ 0.4%
8" PVC SS - 126 LF @ 3.0%
8" PVC SS - 381 LF @ 0.4%
8" P
V
C
S
S
-
3
0
9
L
F
@
0
.
4
%
8"
P
V
C
S
S
-
3
2
9
L
F
@
0
.
4
%
8" P
V
C
S
S
-
2
2
4
L
F
@
0
.
4
%
8" P
V
C
S
S
-
2
2
4
L
F
@
0
.
5
%
8" PVC SS - 273 LF @ 0.4%8" PVC SS - 273 LF @ 0.7%
SDP#24
SDP#25
SDP
#
1
4
SDP#15
SDP#32
SDP#23
SDP#22
8" PVC SS - 68 LF @ 0.4%
8" PVC SS - 400 LF @ 0.4%8" PVC SS - 374 LF @ 0.4%
TYPE 'A' SSMH
RIM - 4875.45
8" INV SW - 4865.82
8" INV NE - 4865.72
TYPE 'A' SSMH
RIM - 4875.00
8" INV W - 4857.56
8" INV S - 4857.56
8" INV N - 4857.56
8" INV E - 4857.46
TYPE 'A' SSMH
RIM - 4874.85
8" INV W - 4865.13
8" INV E - 4865.03
TYPE 'A' SSMH
RIM - 4874.79
8" INV N - 4859.18
8" INV W - 4859.18
8" INV S - 4859.18
8" INV E - 4859.08
TYPE 'A' SSMH
RIM - 4874.41
8" INV N - 4864.84
8" INV S - 4864.74
TYPE 'A' SSMH
RIM - 4874.40
8" INV NE - 4866.71
TYPE 'A' SSMH
RIM - 4874.39
8" INV NE - 4864.56
8" INV SW - 4864.56
8" INV S - 4864.46
TYPE 'A' SSMH
RIM - 4873.96
8" INV E - 4866.22
TYPE 'A' SSMH
RIM - 4873.75
8" INV N - 4863.88
8" INV E - 4863.78
8" INV W - 4863.78
TYPE 'A' SSMH
RIM - 4873.56
8" INV SW - 4865.79
TYPE 'A' SSMH
RIM - 4873.36
8" INV S - 4865.67
SDS#33
TYPE IV SDCB
GRATE - 4873.15
INV E - 4870.98
INV W - 4870.98
SDS#32
TYPE IV SDCB
GRATE - 4873.15
INV W - 4871.09
SDS#35
TYPE IV SDCB
GRATE - 4874.02
INV SE - 4871.96
SDS#17
TYPE IV SDCB
GRATE - 4874.02
INV NE - 4871.85
INV NW - 4871.85
SDS#18
TYPE IV SDCB
GRATE - 4875.05
INV SW - 4870.87
INV SE - 4870.87
SDS#31
TYPE IV SDCB
GRATE - 4873.37
INV NE - 4870.23
INV S - 4870.23
SDS#29
TYPE IV SDCB
GRATE - 4872.91
INV SE - 4870.84
SDS#30
TYPE IV SDCB
GRATE - 4872.90
INV NW - 4870.73
INV SW - 4870.73
SDS#36
TYPE I SDCB
GRATE - 4873.85
INV N - 4871.71
SDS#37
TYPE I SDCB
GRATE - 4873.85
INV N - 4871.71
SDS#39
TYPE I SDCB
GRATE - 4873.85
INV N - 4871.71
SDS#41
TYPE I SDCB
GRATE - 4874.57
INV N - 4872.41
TYPE 'A' SSMH
RIM - 4874.09
8" INV W - 4864.05
TYPE 'A' SSMH
RIM - 4874.60
8" INV W - 4860.88
8" INV N - 4860.88
8" INV S - 4860.88
8" INV E - 4860.78
TYPE 'A' SSMH
RIM - 4875.14
8" INV S - 4862.48
8" INV E - 4862.38
102 101132 100133134
SS
TYPE 'A' SSMH
RIM - 4872.81
8" INV E - 4863.03
8" INV N - 4863.03
8" INV W - 4863.03
8" INV S - 4862.93
8" PVC SS - 273 LF @ 0.7%8" PVC SS - 187 LF @ 0.4%
8"
P
V
C
S
S
-
3
2
9
L
F
@
0
.
4
%
8" PVC SS - 126 LF @ 3.0%
SDS#23
TYPE IV SDCB
GRATE - 4872.88
INV S - 4870.22
INV W - 4870.22
SDS#27
TYPE IV SDCB
GRATE - 4872.88
INV S - 4870.14
INV E - 4870.14
SDS#25
TYPE IV SDCB
GRATE - 4872.64
INV S - 4870.46
INV NW - 4870.46
SDS#26
TYPE IV SDCB
GRATE - 4872.64
INV SE - 4870.33
INV N - 4870.33
SDS#22
TYPE IV SDCB
GRATE - 4872.64
INV SW - 4870.42
INV N - 4870.42
SDS#21
TYPE IV SDCB
GRATE - 4872.73
INV S - 4870.55
INV NE - 4870.55
SDS#20
TYPE IV SDCB
GRATE - 4872.73
INV N - 4870.66
SDS#24
TYPE IV SDCB
GRATE - 4872.64
INV N - 4870.57
SDP
#
1
7
S
D
P
#
2
0
SDP#21
SDP#31SDP#30
SDP#18
SDP#16 SDP#19
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
Y
_
1
C:
\
U
s
e
r
s
\
H
u
n
t
D
a
y
_
1
\
H
u
n
t
D
a
y
D
r
o
p
b
o
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\
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e
c
t
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\
1
8
6
-
0
1
_
M
o
o
d
y
T
o
w
n
h
o
m
e
s
\
0
0
-
C
A
D
\
0
1
-
A
u
t
o
C
A
D
\
C
3
.
0
0
S
I
T
E
U
T
I
L
I
T
Y
P
L
A
N
5/
1
9
/
2
0
2
6
1
1
:
5
7
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
SITE UTILITY PLAN
C3.00
CA
L
L
F
A
M
I
L
Y
T
R
U
S
T
U
/
A
PA
R
C
E
L
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R
P
0
6
N
4
0
E
0
7
6
1
6
9
}O
N
E
ʌ
T
G
A
TETO
N
I
S
L
A
N
D
C
A
N
A
L
EX 80-FT
CANAL EASEMENT
EX PP EX PP
EX PPEX PP
EX COMM
EX COMMEX COMMEX COMM
EX CULVERT
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 50'
50 0 50 100 150
EX PP
EX 80-FT
CANAL EASEMENT
TOE O
F
E
M
B
A
N
K
M
E
N
T
TOE
O
F
E
M
B
A
N
K
M
E
N
T
TOP
O
F
E
M
B
A
N
K
M
E
N
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TOP
O
F
E
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B
A
N
K
M
E
N
T
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY NOTES
GENERAL NOTES
1.SEE SHEET C0.10 FOR PROJECT LEGEND & ABBREVIATIONS.
2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT
DOCUMENTS AND THE CITY OF REXBURG STANDARD DRAWINGS 2022 EDITION.
3.REFERENCE SHEET C2.90 FOR STORM RUNOFF CALCULATIONS.
4.REFERENCE ARCHITECTURAL DRAWINGS FOR PROVIDED ROOF DRAIN LOCATIONS. CONNECT ALL
ROOF DRAINS TO THE PROPOSED STORM DRAIN SYSTEM.
5.CULINARY WATER MAINS & LATERALS SHALL MAINTAIN A MINIMUM OF 5 FOOT OF COVER.
6.WATER MAINS SHALL BE VALVED AT INTERSECTIONS AND OTHER LOCATIONS SO THAT NOT MORE
THAN 600-FOOT-LONG SEGMENT OF WATER MAIN HAS TO BE TAKEN OUT-OF-SERVICE TO PROVIDE
NEEDED MAINTENANCE / REPAIR WORK.
7.FIRE HYDRANT TO BE MUELLER, WATEROUS, OR CLOW BRANDS WITH KOCHEK (MODEL
SZMC5054-3-Y STORZ ADAPTER OR APPROVED EQUAL.
8.SANITARY SEWER MAINS TO BE ASTM D3034, SDR 35, OR ASTM F679 OR ENGINEERS ACCEPTED
EQUIVALENT.
9.CULINARY WATER MAIN VALVES SHALL MEET THE REQUIREMENTS OF ISPWC STANDARD DRAWING
NO. SD-406. FOR PIPES 10 INCHES IN DIAMETER AND SMALLER, PROVIDE A RESILIENT WEDGE GATE
VALVE. FOR PIPES GREATER THAN 10 INCHES IN DIAMETER, PROVIDE A BUTTERFLY VALVE RATED
FOR 250 PSI OR GREATER.
DRY UTILITIES
U1.REMOVE / RELOCATE EXISTING UTILITY POLE, COORDINATE WITH SERVICE PROVIDER
U2.REMOVE / RELOCATE EXISTING COMMUNICATION VAULT, COORDINATE WITH SERVICE PROVIDER
U3.CITY STREETLIGHT PER CITY OF REXBURG STANDARDS
SANITARY SEWER
S1.4-INCH PVC SDR 35 STANDARD SEWER SERVICE LINE PER ISPWC STANDARD DRAWING NO. SD-511
S2.STANDARD MANHOLE TYPE 'A' PER ISPWC STANDARD DRAWING NO. SD-501
S3.STANDARD MANHOLE TYPE 'A' PER ISPWC STANDARD DRAWING NO. SD-501 - BASE SHALL
ACCOUNT FOR 8-INCH STUBS TO THE NORTH / SOUTH AND INCLUDE REQUIRED GASKETS, STUBS
SHALL BE CAP-SEALED AND WATERTIGHT
WATER
W1.16-INCH CLASS 50 DUCTILE IRON WATER MAIN PER ISPWC SECTION 401 AND CITY OF REXBURG
STANDARDS
W2.8-INCH CLASS 50 DUCTILE IRON WATER MAIN PER ISPWC SECTION 401 AND CITY OF REXBURG
STANDARDS
W3.1 1/2" - 2" WATER SERVICE CONNECTION PER ISPWC STANDARD DRAWING NO. SD-402
W4.1 1/2" - 2" WATER METER PER CITY OF REXBURG STANDARD STANDARD DRAWINGS SHEET NO. 16
W5.CAP WATER MAIN PER CITY OF REXBURG STANDARDS
FIRE
F1.FIRE HYDRANT WITH VALVE PER ISPWC STANDARD DRAWING NO. SD-404
#
HIGH
W
A
Y
2
0
ENLARGED PLAN, SEE ABOVE
Enlarged Plan
SCALE: 1" = 20'-0"
SE
E
S
H
E
E
T
C
4
.
0
2
FO
R
C
O
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U
A
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I
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U3U3U3U3U3U3
U3
U3
U2
U1 U2
U2
S1
S1S1S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
W1
S2
S2
S2
S3
S3
S2
S2S2
S2
S2
S2
S2
S2
W1
16" D.I. WATER16" D.I. WATER
16" D.I. WATER16" D.I. WATER
8" D.I. WATER 8" D.I. WATER
8"
D
.
I
.
W
A
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8"
D
.
I
.
W
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8"
D
.
I
.
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A
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8" D
.
I
.
W
A
T
E
R
8" D
.
I
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W
A
T
E
R
W2
W2
W3 W4
W3 W4 W3 W4
W3 W4
W3 W4
W3
W4
W3 W4
W3 W4
W3 W4
W3 W4
W3 W4
W3 W4
W4
W3 W4
W3 W4
W3 W4
W3 W4
W3 W4
W3 W4
W3 W4
W3 W4
W3 W4
W3 W4
F1
F1
F1
F1
F1 F1
F1
F1
STORMWATER BASIN C
4870.50 BOTTOM
4872.75 HIGHWATER
4873.75 TOP
STORMWATER BASIN B
4869.50 BOTTOM
4872.70 HIGHWATER
4873.70 TOP
STORMWATER BASIN A
4869.50 BOTTOM
4872.80 HIGHWATER
4873.80 TOP
S3S3
W3 W4
W5
W3
F1
N
5
T
H
W
E
S
T
F1
05-19-2026
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
Y
_
1
C:
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S
5/
1
9
/
2
0
2
6
1
1
:
5
7
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
SITE UTILITY DETAILS
C3.90
05-19-2026
90
102 101131132127128
686763625354525146453738
34
85
84
83
82
80
79
78
77
76
74
73
72
71
70
95
96
91
92
93
86
87
88
111
110
109
107
106
105
104
137
136
103
49 50 585755564847434442
1
9810099
3
2
8
7
6
5
4
13
12
11
10
9
18
17
16
15
14
23
22
21
20
19
28
27
26
25
24
33
32
31
30
29
41
36 35
126
125
124
123
122
121
120
119
118
117
116
115
114
113
112
129 130 133 134
135
108
94
97
89
81
75
69
39 40 59 60 61 64 65 66
ROAD - A
ROAD
-
B
RO
A
D
-
2
RO
A
D
-
3
ROAD - 1
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
Y
_
1
C:
\
U
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s
\
H
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6
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5
7
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
KEY MAP
C4.00
MOODY ROAD
HIGH
W
A
Y
2
0
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 50'
50 0 50 100 150
MOODY ROAD #1
SHT C4.01
MOODY ROAD #2
SHT C4.02
ROAD 1 / ROAD A #1
SHT C4.03
ROAD A #2
SHT C4.04
ROA
D
B
#
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C
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#
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SHT C4.08
ROAD 2
SHT C4.07
N
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T
05-19-2026
636253545251464537384950585755564847434442413940596061 64 65 66
C
C C
C
C
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
1+
0
0
4874.03 FFE4873.70 FFE 4874.30 FFE4874.05 FFE4874.54 FFE4875.10 FFE4875.60 FFE4875.57 FFE4875.35 FFE4875.27 FFE4874.75 FFE
SS
SD SD
SD
SS
SS
4875
4874
4874
4
8
7
3
4874
4873
4874
4873
4874
48744874
4873
48
7
2
SDS#36
TYPE I SDCB
GRATE - 4873.85
INV N - 4871.71
SDS#37
TYPE I SDCB
GRATE - 4873.85
INV N - 4871.71
SDS#39
TYPE I SDCB
GRATE - 4873.85
INV N - 4871.71
TYPE 'A' SSMH
RIM - 4874.79
8" INV N - 4859.18
8" INV W - 4859.18
8" INV S - 4859.18
8" INV E - 4859.08
1+
7
7
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4874
4872 4874 4875
4874
4875
TYPE 'A' SSMH
RIM - 4874.60
8" INV W - 4860.88
8" INV N - 4860.88
8" INV S - 4860.88
8" INV E - 4860.78
TYPE 'A' SSMH
RIM - 4875.14
8" INV S - 4862.48
8" INV E - 4862.38
4850
4852
4856
4860
4864
4868
4872
4876
4880
4850
4852
4856
4860
4864
4868
4872
4876
4880
EXISTING GRADEEXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE
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4+75 5+00
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48
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4
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8
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48
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48
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.
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7
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48
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8+75 9+00
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48
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48
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48
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9+50
48
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4
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9+75 10+00
48
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8
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8
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4
8
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4
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7
9
8
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N
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N
-
4
8
5
9
.
1
8
8
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N
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E
-
4
8
5
9
.
0
8
8
I
N
V
W
-
4
8
5
9
.
1
8
8
I
N
V
S
-
4
8
5
9
.
1
8
8" PVC SS - 381 LF @ 0.4%
16" DUCTILE IRON WATER
16" TEE
STA: 9+23.9
CL EL: 4868.65
16" TEE
STA: 9+56.4
CL EL: 4868.61
VALVE
STA: 3+27.4
CL EL: 4869.29
VALVE
STA: 9+28.9
CL EL: 4868.64
8" PVC SS - 400 LF @ 0.4%
TY
P
E
'
A
'
S
S
M
H
ST
A
-
5
+
1
2
.
9
RI
M
-
4
8
7
4
.
6
0
8
I
N
V
W
-
4
8
6
0
.
8
8
8
I
N
V
E
-
4
8
6
0
.
7
8
8
I
N
V
N
-
4
8
6
0
.
8
8
8
I
N
V
S
-
4
8
6
0
.
8
8
8" PVC SS - 374 LF @ 0.4%
TY
P
E
'
A
'
S
S
M
H
ST
A
-
1
+
3
8
.
5
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M
-
4
8
7
5
.
1
4
8
I
N
V
E
-
4
8
6
2
.
3
8
8
I
N
V
S
-
4
8
6
2
.
4
8
16" TEE
STA: 3+61.0
CL EL: 4869.26
16" TEE
STA: 3+32.4
CL EL: 4869.29
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
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1
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2
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2
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1
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5
8
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
PLAN & PROFILE - MOODY
ROAD #1
C4.01
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 40'
40 0 40 80 120
Plan View
Profile View
HORIZONTAL SCALE: 1" = 40'-0"
VERTICAL SCALE: 1" = 4'-0"
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
4
.
0
2
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY MAP
HIGHW
A
Y
2
0
MOODY ROAD
ROAD - A
ROAD
-
B
RO
A
D
-
2
RO
A
D
-
3
05-19-2026
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+0021+20
1+
0
0
4874.30 FFE 4874.63 FFE
68676566
SS
SS
SS
SD
4875
TYPE 'A' SSMH
RIM - 4875.00
8" INV W - 4857.56
8" INV S - 4857.56
8" INV N - 4857.56
8" INV E - 4857.46
TYPE 'A' SSMH
RIM - 4875.00
8" INV W - 4855.86
8" INV S - 4855.86
8" INV N - 4855.86
8" INV E - 4855.76
TYPE 'A' SSMH
RIM - 4878.19
8" INV W - 4854.16
8" INV N - 4874.67
SDS#41
TYPE I SDCB
GRATE - 4874.57
INV N - 4872.41
11
+
8
5
.
9
6
75
.
0
1
T
B
C
11
+
5
0
.
0
0
75
.
1
9
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B
C
48
7
5
4875
4875
4850
4852
4856
4860
4864
4868
4872
4876
4880
4850
4852
4856
4860
4864
4868
4872
4876
4880
EXISTING GRADE
48
7
5
.
2
6
E
G
48
7
5
.
2
6
F
G
11+25
48
7
5
.
3
2
E
G
48
7
5
.
3
2
F
G
11+50
48
7
5
.
3
6
E
G
48
7
5
.
3
6
F
G
11+75 12+00
48
7
5
.
4
1
E
G
48
7
5
.
4
1
F
G
E
G
F
G
12+25
E
G
F
G
12+50
E
G
F
G
12+75 13+00
E
G
F
G
E
G
F
G
13+25
E
G
F
G
13+50
E
G
F
G
13+75 14+00
E
G
F
G
E
G
F
G
14+25
E
G
F
G
14+50
E
G
F
G
14+75 15+00
E
G
F
G
E
G
F
G
15+25
E
G
F
G
15+50
E
G
F
G
15+75 16+00
E
G
F
G
E
G
F
G
16+25
E
G
F
G
16+50
E
G
F
G
16+75 17+00
E
G
F
G
E
G
F
G
17+25
E
G
F
G
17+50
E
G
F
G
17+75 18+00
E
G
F
G
E
G
F
G
18+25
E
G
F
G
18+50
E
G
F
G
18+75 19+00
E
G
F
G
E
G
F
G
19+25
E
G
F
G
19+50
E
G
F
G
19+75 20+00
E
G
F
G
E
G
F
G
20+25
E
G
F
G
20+50
E
G
F
G
20+75 21+00
E
G
F
G
E
G
F
G
21+25
SD
S
#
4
1
TY
P
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S
D
C
B
ST
A
-
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+
8
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GR
A
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-
4
8
7
4
.
5
7
12
I
N
V
N
-
4
8
7
2
.
4
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P
E
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A
'
S
S
M
H
ST
A
-
1
2
+
9
3
.
6
RI
M
-
4
8
7
5
.
0
0
8
I
N
V
W
-
4
8
5
7
.
5
6
8
I
N
V
E
-
4
8
5
7
.
4
6
8
I
N
V
S
-
4
8
5
7
.
5
6
8
I
N
V
N
-
4
8
5
7
.
5
6
8" PVC SS - 381 LF @ 0.4%
TY
P
E
'
A
'
S
S
M
H
ST
A
-
2
0
+
9
3
.
6
RI
M
-
4
8
7
8
.
1
9
8
I
N
V
W
-
4
8
5
4
.
1
6
8
I
N
V
N
-
4
8
7
4
.
6
7
16" DUCTILE IRON WATER
16" DUCTILE IRON WATER
VALVE
STA: 14+93.6
CL EL: 4868.03
8" PVC SS - 400 LF @ 0.4%
TY
P
E
'
A
'
S
S
M
H
ST
A
-
1
6
+
9
3
.
6
RI
M
-
4
8
7
5
.
0
0
8
I
N
V
W
-
4
8
5
5
.
8
6
8
I
N
V
E
-
4
8
5
5
.
7
6
8
I
N
V
S
-
4
8
5
5
.
8
6
8
I
N
V
N
-
4
8
5
5
.
8
6
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
Y
_
1
C:
\
U
s
e
r
s
\
H
u
n
t
D
a
y
_
1
\
H
u
n
t
D
a
y
D
r
o
p
b
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x
\
P
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e
c
t
s
\
1
8
6
-
0
1
_
M
o
o
d
y
T
o
w
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h
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s
\
0
0
-
C
A
D
\
0
1
-
A
u
t
o
C
A
D
\
C
4
.
0
2
M
O
O
D
Y
R
O
A
D
-
2
5/
1
9
/
2
0
2
6
1
1
:
5
8
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
PLAN & PROFILE - MOODY
ROAD #2
C4.02
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 40'
40 0 40 80 120
Plan View
Profile View
HORIZONTAL SCALE: 1" = 40'-0"
VERTICAL SCALE: 1" = 4'-0"
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
4
.
0
2
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY MAP
HIGHW
A
Y
2
0
MOODY ROAD
ROAD - A
ROAD
-
B
RO
A
D
-
2
RO
A
D
-
3
NOTE: THE DESIGN AND LOCATION OF THE PROPOSED UTILITY OUTFALL SHOWN HEREIN IS FOR REFERENCE ONLY
AND IS BASED SOLELY ON LIMITED, NON-SURVEYED INFORMATION AND PRELIMINARY DISCUSSIONS WITH THE CITY
OF REXBURG PUBLIC WORKS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS
OF THIS REFERENCE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
CONDITIONS. FINAL DESIGN AND SURVEY DATA WILL BE INCORPORATED INTO A FUTURE REVISION.
BASE SHALL ACCOUNT FOR 8-INCH STUBS TO THE
NORTH / SOUTH AND INCLUDE REQUIRED GASKETS,
STUBS SHALL BE CAP-SEALED AND WATERTIGHT
BASE SHALL ACCOUNT FOR 8-INCH STUBS TO THE
NORTH / SOUTH AND INCLUDE REQUIRED GASKETS,
STUBS SHALL BE CAP-SEALED AND WATERTIGHT
BASE SHALL ACCOUNT FOR 8-INCH STUBS TO THE
NORTH / SOUTH AND INCLUDE REQUIRED GASKETS,
STUBS SHALL BE CAP-SEALED AND WATERTIGHT
TYPICAL STREET WIDENING PER ISPWC STANDARD
DRAWING NO. SD-806, REFER TO RESIDENTIAL
COLLECTOR STREET SECTION PER CITY OF REXBURG
STANDARD DRAWINGS TYPICAL SECTION 3
13.5'
APPROXIMATE EDGE OF
EXISTING PAVEMENT
05-19-2026
514645373849504847434442413940
CC
4874
4874
4874
4873
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1+
0
0
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0
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3+00 4+00 5+00 6+00
4875.10 FFE4875.60 FFE4875.57 FFE4875.35 FFE4875.27 FFE4874.75 FFE
SS
SS
SDSD
SS
SDS#33
TYPE IV SDCB
GRATE - 4873.15
INV E - 4870.98
INV W - 4870.98
SDS#32
TYPE IV SDCB
GRATE - 4873.15
INV W - 4871.09
TYPE 'A' SSMH
RIM - 4873.96
8" INV E - 4866.22
TYPE 'A' SSMH
RIM - 4874.85
8" INV W - 4865.13
8" INV E - 4865.03
1+62.0
74.30 TBC
2+01.0
73.56 TBC
1+62.00
74.31 TBC
2+01.00
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EXISTING GRADE
8" PVC SS - 273 LF @ 0.4%
TY
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A
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VALVE
STA: 1+27.0
CL EL: 4869.05
8" 11.25° ELBOW
STA: 1+75.0
CL EL: 4867.92
8" 45.00° ELBOW
STA: 2+31.1
CL EL: 4867.88
8" DUCTILE IRON WATER
8" 45.00° ELBOW
STA: 2+50.7
CL EL: 4867.86
VALVE
STA: 4+36.2
CL EL: 4867.70
8" TEE
STA: 4+31.2
CL EL: 4867.70
SD
S
#
3
3
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P
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I
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B
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A
-
1
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-
4
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9
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0.50%
PV
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=
1
+
2
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0
6
PV
I
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L
=
4
8
7
4
.
5
5
4
PV
I
S
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=
1
+
7
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0
6
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=
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3
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4
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7
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3
9
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
Y
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1
C:
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-
1
5/
1
9
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2
0
2
6
1
1
:
5
8
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
PLAN & PROFIL E- ROAD 1
& ROAD A #1
C4.03
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 20'
20 0 20 40 60
Plan View
Profile View
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 2'-0"
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY MAP
HIGHW
A
Y
2
0
MOODY ROAD
ROAD - A
ROAD
-
B
RO
A
D
-
2
RO
A
D
-
3
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
4
.
0
4
05-19-2026
102 101131132127128
686763625354525158575556
9810099129130133134
69
59 60 61 64 65 66
4
8
7
3
6+00 7+00 8+00 9+00 10+00 10+95
4873.71 FFE 4874.04 FFE
4874.03 FFE4873.70 FFE 4874.30 FFE 4874.63 FFE
4873.88 FFE4874.21 FFE4874.61 FFE4875.04 FFE
4874.05 FFE4874.54 FFE4875.10 FFE
SS
SS
SS
SDS#20
TYPE IV SDCB
GRATE - 4872.73
INV N - 4870.66
SDS#21
TYPE IV SDCB
GRATE - 4872.73
INV S - 4870.55
INV NE - 4870.55
SDS#25
TYPE IV SDCB
GRATE - 4872.64
INV S - 4870.46
INV NW - 4870.46
SDS#24
TYPE IV SDCB
GRATE - 4872.64
INV N - 4870.57
TYPE 'A' SSMH
RIM - 4872.81
8" INV E - 4863.03
8" INV N - 4863.03
8" INV W - 4863.03
8" INV S - 4862.93
TYPE 'A' SSMH
RIM - 4873.75
8" INV N - 4863.88
8" INV E - 4863.78
8" INV W - 4863.78
TYPE 'A' SSMH
RIM - 4874.09
8" INV W - 4864.05
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EXISTING GRADE
EXISTING GRADE
TY
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A
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M
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A
-
9
+
9
9
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TY
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8" PVC SS - 273 LF @ 0
.
7
%
8" DUCTILE IRON WATER
VALVE
STA: 8+28.2
CL EL: 4867.51
8" TEE
STA: 8+23.2
CL EL: 4867.48
8" DUCTILE IRON WATER
8" 11.25° ELBOW
STA: 8+46.9
CL EL: 4867.71
8" DUCTILE IRON WATER
8" 90.00° ELBOW
STA: 10+33.6
CL EL: 4868.52
8" TEE
STA: 10+10.1
CL EL: 4868.40
SD
S
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2
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PV
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5
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
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A
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MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
PLAN & PROFILE - ROAD A
#2
C4.04
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 20'
20 0 20 40 60
Plan View
Profile View
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 2'-0"
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY MAP
HIGHW
A
Y
2
0
MOODY ROAD
ROAD - A
ROAD
-
B
RO
A
D
-
2
RO
A
D
-
3
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T
C
H
L
I
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-
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E
E
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T
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4
.
0
3
05-19-2026
3
4
4
2
2
3
22 21
20
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3
3
2 31
30 29
36
35
12
6
12
5
12
4
12
3
12
2
12
1
12
0
11
9
11
8
11
7
11
6
11
5
11
4
1+
0
0
2+00 3+00 4+00 5+00
4875.00 FFE 4875.30 FFE 4875.68 FFE 4875.90 FFE 4876.00 FFE 4875.73 FFE
4875.27 FFE 4875.49 FFE 4875.76 FFE 4875.97 FFE 4875.89 FFE
4875.35
F
F
E
4875.17
F
F
E
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SDS#18
TYPE IV SDCB
GRATE - 4875.05
INV SW - 4870.87
INV SE - 4870.87
SDS#35
TYPE IV SDCB
GRATE - 4874.02
INV SE - 4871.96
SDS#17
TYPE IV SDCB
GRATE - 4874.02
INV NE - 4871.85
INV NW - 4871.85
TYPE 'A' SSMH
RIM - 4875.45
8" INV SW - 4865.82
8" INV NE - 4865.72
TYPE 'A' SSMH
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8" INV NE - 4866.71
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STA: 1+25.1
CL EL: 4867.82
8" TEE
STA: 1+43.6
CL EL: 4868.21
8" 22.50° ELBOW
STA: 1+63.4
CL EL: 4868.70
8" DUCTILE IRON WATER
8" 22.50° ELBOW
STA: 1+77.9
CL EL: 4868.80
8" TEE
STA: 1+20.1
CL EL: 4867.70
SD
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#
1
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5
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PV
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L
=
4
8
7
5
.
5
1
3
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
Y
_
1
C:
\
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r
s
\
H
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-
1
5/
1
9
/
2
0
2
6
1
1
:
5
8
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
PLAN & PROFILE - ROAD B
#1
C4.05
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 20'
20 0 20 40 60
Plan View
Profile View
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 2'-0"
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY MAP
HIGHW
A
Y
2
0
MOODY ROAD
ROAD - A
ROAD
-
B
RO
A
D
-
2
RO
A
D
-
3
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
4
.
0
6
05-19-2026
85
86
11
1
13287654131211
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8
1
7
1
6
1
5
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11
4
11
3
1
1
2
4
8
7
3
4
8
7
3
5+00 6+00 7+00 8+00 9+00 9+50
4875.73 FFE 4875.44 FFE 4875.10 FFE 4874.80 FFE 4874.45 FFE 4874.16 FFE 4873.88 FFE 4874.12 FFE
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TYPE IV SDCB
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INV S - 4870.23
SDS#29
TYPE IV SDCB
GRATE - 4872.91
INV SE - 4870.84
SDS#30
TYPE IV SDCB
GRATE - 4872.90
INV NW - 4870.73
INV SW - 4870.73
TYPE 'A' SSMH
RIM - 4874.39
8" INV NE - 4864.56
8" INV SW - 4864.56
8" INV S - 4864.46
TYPE 'A' SSMH
RIM - 4873.56
8" INV SW - 4865.79
TYPE 'A' SSMH
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7
E
G
48
7
3
.
3
9
F
G
48
7
2
.
9
7
E
G
48
7
3
.
5
1
F
G
9+25
E
G
F
G
9+50
E
G
F
G
9+75
EXISTING GRADE EXISTING GRADE EXISTING GRADE
TY
P
E
'
A
'
S
S
M
H
ST
A
-
6
+
2
5
.
4
RI
M
-
4
8
7
4
.
3
9
8
I
N
V
N
E
-
4
8
6
4
.
5
6
8
I
N
V
S
-
4
8
6
4
.
4
6
8
I
N
V
S
W
-
4
8
6
4
.
5
6
8" PVC SS - 224 LF @ 0.5%
TY
P
E
'
A
'
S
S
M
H
ST
A
-
9
+
3
4
.
0
RI
M
-
4
8
7
3
.
5
6
8
I
N
V
S
W
-
4
8
6
5
.
7
9
8" PVC SS - 309 LF @ 0.4%
8" DUCTILE IRON WATER
8" TEE
STA: 5+59.0
CL EL: 4868.10
8" DUCTILE IRON WATER
8" TEE
STA: 6+43.2
CL EL: 4867.95
VALVE
STA: 8+67.8
CL EL: 4867.99
VALVE
STA: 6+38.2
CL EL: 4867.96
SDP#23
12" ADS SD
126 LF @ 0.40%
SD
S
#
3
1
TY
P
E
I
V
S
D
C
B
ST
A
-
7
+
4
8
.
2
GR
A
T
E
-
4
8
7
3
.
3
7
12
I
N
V
N
E
-
4
8
7
0
.
2
3
12
I
N
V
S
-
4
8
7
0
.
2
3
SD
S
#
3
0
TY
P
E
I
V
S
D
C
B
ST
A
-
8
+
7
4
.
6
GR
A
T
E
-
4
8
7
2
.
9
0
12
I
N
V
N
W
-
4
8
7
0
.
7
3
12
I
N
V
S
W
-
4
8
7
0
.
7
3
-0.53%
0.50%
PV
I
S
T
A
=
8
+
5
4
.
9
3
PV
I
E
L
=
4
8
7
3
.
1
6
4
PV
I
S
T
A
=
9
+
5
0
.
0
0
PV
I
E
L
=
4
8
7
3
.
6
4
0
8" TEE
STA: 8+72.8
CL EL: 4867.99
8" 90.00° ELBOW
STA: 9+42.7
CL EL: 4868.01
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
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_
1
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0
6
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-
1
5/
1
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2
0
2
6
1
1
:
5
9
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
PLAN & PROFILE - ROAD
B#2
C4.06
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 20'
20 0 20 40 60
Plan View
Profile View
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 2'-0"
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY MAP
HIGHW
A
Y
2
0
MOODY ROAD
ROAD - A
ROAD
-
B
RO
A
D
-
2
RO
A
D
-
3
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
4
.
0
5
05-19-2026
4856
4860
4864
4868
4872
4876
4856
4860
4864
4868
4872
4876
48
7
4
.
2
0
E
G
48
7
4
.
4
6
F
G
1+25
48
7
3
.
7
4
E
G
48
7
3
.
9
6
F
G
1+50
48
7
3
.
6
1
E
G
48
7
3
.
5
6
F
G
1+75 2+00
48
7
3
.
6
2
E
G
48
7
3
.
2
5
F
G
48
7
3
.
0
2
E
G
48
7
2
.
9
4
F
G
2+25
48
7
2
.
9
0
E
G
48
7
2
.
8
9
F
G
2+50
48
7
2
.
7
1
E
G
48
7
3
.
0
1
F
G
2+75 3+00
48
7
2
.
6
0
E
G
48
7
3
.
1
4
F
G
48
7
2
.
7
5
E
G
48
7
3
.
2
6
F
G
3+25
48
7
2
.
7
7
E
G
48
7
3
.
3
9
F
G
3+50
48
7
2
.
8
0
E
G
48
7
3
.
5
1
F
G
3+75 4+00
48
7
2
.
8
3
E
G
48
7
3
.
6
4
F
G
48
7
2
.
8
4
E
G
48
7
3
.
7
6
F
G
4+25
48
7
2
.
8
5
E
G
48
7
3
.
8
9
F
G
4+50
48
7
2
.
8
5
E
G
48
7
4
.
0
1
F
G
4+75 5+00
48
7
2
.
8
5
E
G
48
7
4
.
1
4
F
G
48
7
2
.
8
4
E
G
48
7
4
.
2
6
F
G
5+25
48
7
2
.
9
2
E
G
48
7
4
.
3
9
F
G
5+50
48
7
3
.
0
4
E
G
F
G
5+75
EXISTING GRADE EXISTING GRADE
TY
P
E
'
A
'
S
S
M
H
ST
A
-
5
+
6
4
.
3
RI
M
-
4
8
7
4
.
3
9
8
I
N
V
N
E
-
4
8
6
4
.
5
6
8
I
N
V
S
-
4
8
6
4
.
4
6
8
I
N
V
S
W
-
4
8
6
4
.
5
6
8" PVC SS - 329 LF @ 0.4%
8" PVC
S
S
-
1
2
6
L
F
@
3
.
0
%
TY
P
E
'
A
'
S
S
M
H
ST
A
-
1
+
1
0
.
0
RI
M
-
4
8
7
4
.
7
9
8
I
N
V
N
-
4
8
5
9
.
1
8
8
I
N
V
E
-
4
8
5
9
.
0
8
8
I
N
V
W
-
4
8
5
9
.
1
8
8
I
N
V
S
-
4
8
5
9
.
1
8
TY
P
E
'
A
'
S
S
M
H
ST
A
-
2
+
3
5
.
5
RI
M
-
4
8
7
2
.
8
1
8
I
N
V
E
-
4
8
6
3
.
0
3
8
I
N
V
S
-
4
8
6
2
.
9
3
8
I
N
V
N
-
4
8
6
3
.
0
3
8
I
N
V
W
-
4
8
6
3
.
0
3
SD
S
#
2
6
TY
P
E
I
V
S
D
C
B
ST
A
-
2
+
7
2
.
0
GR
A
T
E
-
4
8
7
2
.
6
4
12
I
N
V
S
E
-
4
8
7
0
.
3
3
12
I
N
V
N
-
4
8
7
0
.
3
3
SD
S
#
2
7
TY
P
E
I
V
S
D
C
B
ST
A
-
3
+
2
1
.
4
GR
A
T
E
-
4
8
7
2
.
8
8
12
I
N
V
S
-
4
8
7
0
.
1
4
12
I
N
V
E
-
4
8
7
0
.
1
4
SDP#21
12" ADS SD
49 LF @ 0.40%
8" TEE
STA: 5+83.6
CL EL: 4867.95
8" DUCTILE IRO
N
W
A
T
E
R
VALVE
STA: 1+27.0
CL EL: 4868.75
VALVE
STA: 2+51.5
CL EL: 4867.55
8" DUCTILE IRON WATER
8" 45.00° ELBOW
STA: 5+79.6
CL EL: 4868.00
16" TEE
STA: 1+22.0
CL EL: 4868.65
8" TEE
STA: 2+46.5
CL EL: 4867.48
PV
I
S
T
A
=
1
+
2
1
.
1
2
PV
I
E
L
=
4
8
7
4
.
5
3
9
PV
I
S
T
A
=
2
+
3
5
.
5
0
PV
I
E
L
=
4
8
7
2
.
8
1
4
PV
I
S
T
A
=
5
+
6
4
.
3
0
PV
I
E
L
=
4
8
7
4
.
4
5
8
-2.00%
-1.23%
0.50%
8" TEE
STA: 2+58.3
CL EL: 4867.57
10
2
11
1
11
0
10
9
10
7
10
6
10
5
10
4
13
7
13
6
10
3
58
15
14
11
2
13
4
13
5
10
8
59
C
48
7
4
4873
1+00 2+00 3+00 4+00 5+00 6+006+00
4
8
7
5
.
1
0
F
F
E
4
8
7
5
.
5
3
F
F
E
4874.85 FFE4874.36 FFE4874.03 FFE
4874.14 FFE
48
7
3
.
7
1
F
F
E
48
7
3
.
7
0
F
F
E
48
7
3
.
8
8
F
F
E
48
7
4
.
0
5
F
F
E
SSSS S
S
SDS#27
TYPE IV SDCB
GRATE - 4872.88
INV S - 4870.14
INV E - 4870.14
SDS#23
TYPE IV SDCB
GRATE - 4872.88
INV S - 4870.22
INV W - 4870.22
SDS#21
TYPE IV SDCB
GRATE - 4872.73
INV S - 4870.55
INV NE - 4870.55
SDS#20
TYPE IV SDCB
GRATE - 4872.73
INV N - 4870.66
SDS#26
TYPE IV SDCB
GRATE - 4872.64
INV SE - 4870.33
INV N - 4870.33
SDS#25
TYPE IV SDCB
GRATE - 4872.64
INV S - 4870.46
INV NW - 4870.46
SDS#24
TYPE IV SDCB
GRATE - 4872.64
INV N - 4870.57
SDS#22
TYPE IV SDCB
GRATE - 4872.64
INV SW - 4870.42
INV N - 4870.42
TYPE 'A' SSMH
RIM - 4874.79
8" INV N - 4859.18
8" INV W - 4859.18
8" INV S - 4859.18
8" INV E - 4859.08
TYPE 'A' SSMH
RIM - 4874.39
8" INV NE - 4864.56
8" INV SW - 4864.56
8" INV S - 4864.46
TYPE 'A' SSMH
RIM - 4872.81
8" INV E - 4863.03
8" INV N - 4863.03
8" INV W - 4863.03
8" INV S - 4862.93
1+
6
2
.
0
0
73
.
7
9
T
B
C
2+
0
1
.
0
0
73
.
1
6
T
B
C
3+
3
6
.
4
1
73
.
2
4
T
B
C
3+
1
5
.
5
2
73
.
1
3
T
B
C
3+
9
6
.
4
1
73
.
5
4
T
B
C
5+
1
6
.
2
9
74
.
1
4
T
B
C
4+
4
0
.
4
0
73
.
7
6
T
B
C
4+
0
4
.
4
0
73
.
5
8
T
B
C
2+
0
1
.
0
73
.
1
6
T
B
C
1+
6
2
.
0
73
.
6
4
T
B
C
3+
1
5
.
5
73
.
1
3
T
B
C
3+
3
6
.
4
73
.
2
4
T
B
C
3+
8
0
.
4
73
.
4
6
T
B
C
4+
5
6
.
4
73
.
8
4
T
B
C
3+
7
4
.
4
73
.
4
3
T
B
C
4+
4
0
.
4
73
.
7
6
T
B
C
5+
3
8
.
4
74
.
0
3
T
B
C
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
A
Y
_
1
C:
\
U
s
e
r
s
\
H
u
n
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D
a
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1
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H
u
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D
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1
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1
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M
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T
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w
n
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0
0
-
C
A
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\
0
1
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A
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t
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A
D
\
C
4
.
0
7
R
O
A
D
2
5/
1
9
/
2
0
2
6
1
1
:
5
9
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
PLAN & PROFILE - ROAD 2
C4.07
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 20'
20 0 20 40 60
Plan View
Profile View
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 2'-0"
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY MAP
HIGHW
A
Y
2
0
MOODY ROAD
ROAD - A
ROAD
-
B
RO
A
D
-
2
RO
A
D
-
3
W
N
E
S
05-19-2026
90
8584838280797877767473727170
9596 919293
868788
98
6
5
9497
89
817569
48
7
3
1+00 2+00 3+00 4+00 5+00 6+00
4
8
7
3
.
8
8
F
F
E
4874.29 FFE4874.51 FFE4874.78 FFE4875.11 FFE4875.07 FFE
4874.03 FFE4874.36 FFE4874.74 FFE4875.07 FFE4875.11 FFE4874.78 FFE
SSSSSS
TYPE 'A' SSMH
RIM - 4874.41
8" INV N - 4864.84
8" INV S - 4864.74
TYPE 'A' SSMH
RIM - 4873.75
8" INV N - 4863.88
8" INV E - 4863.78
8" INV W - 4863.78
TYPE 'A' SSMH
RIM - 4873.36
8" INV S - 4865.67
1+
5
2
.
4
1
73
.
8
4
T
B
C
2+
0
4
.
8
5
74
.
1
0
T
B
C
2+
1
8
.
9
3
74
.
1
7
T
B
C
2+
7
8
.
9
3
74
.
4
7
T
B
C
3+
5
4
.
9
3
74
.
2
1
T
B
C
3+
9
8
.
9
3
73
.
9
4
T
B
C
4+
5
2
.
9
3
73
.
7
2
T
B
C
4+
9
6
.
9
3
73
.
5
0
T
B
C
3+
6
0
.
9
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8" 45.00° ELBOW
STA: 5+95.9
CL EL: 4867.76
VALVE
STA: 4+31.8
CL EL: 4867.99
8" DUCTILE IRON WATER
VALVE
STA: 1+33.9
CL EL: 4868.43
8" TEE
STA: 1+28.9
CL EL: 4868.40 12" ADS SD
STA: 5+63.73
CROWN: 4871.72
INVERT: 4870.51
0.50%
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CL EL: 4867.85
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
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A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
PLAN & PROFILE - ROAD 3
C4.08
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 20'
20 0 20 40 60
Plan View
Profile View
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 2'-0"
THE EXISTENCE AND PLACEMENT OF ANY SUBSURFACE UTILITIES OR STRUCTURES REPRESENTED IN
THESE PLANS HAVE BEEN SOURCED FROM THE MOST CURRENT DATA ACCESSIBLE. PLEASE NOTE THAT
THE POSITIONS INDICATED ON THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE LOCATIONS. SHOULD ANY CONFLICTS OR INCONSISTENCIES
OCCUR, PROMPTLY REACH OUT TO THE PROPERTY OWNER OR THE ENGINEER OF RECORD.
FURTHERMORE, THE CONTRACTOR IS REQUIRED TO CONTACT THE RELEVANT UTILITY COMPANIES
AND TAKE PRECAUTIONARY MEASURES TO SAFEGUARD ALL UTILITIES, WHETHER OR NOT THEY ARE
DEPICTED ON THESE PLANS.
NOTICE TO CONTRACTORS
KEY MAP
HIGHW
A
Y
2
0
MOODY ROAD
ROAD - A
ROAD
-
B
RO
A
D
-
2
RO
A
D
-
3
05-19-2026
90
102 101131132127128
686763625354525146453738
34
85
84
83
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80
79
78
77
76
74
73
72
71
70
95
96
91
92
93
86
87
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111
110
109
107
106
105
104
137
136
103
49 50 585755564847434442
1
9810099
3
2
8
7
6
5
4
13
12
11
10
9
18
17
16
15
14
23
22
21
20
19
28
27
26
25
24
33
32
31
30
29
41
36 35
126
125
124
123
122
121
120
119
118
117
116
115
114
113
112
129 130 133 134
135
108
94
97
89
81
75
69
39 40 59 60 61 64 65 66
REV.DESCRIPTION BYDATE
Designed:
Date:
Drawn:
Proj. No.
PROJECT INFORMATION
10 / 10 / 2025
186 - 01
VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
1"
PROJECT TITLE
SHEET NO.
SHEET TITLE
Approved:T. HUNTN 5TH WEST & MOODY ROAD
REXBURG, MADISON COUNTY, ID
0"
SEAL
HU
N
T
D
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_
1
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0
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6
1
1
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5
9
A
M
MOODY TOWNHOMES
LOCATED IN THE SOUTHWEST QUART OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
T. PRIDEMORE
T. HUNT
3445 ANTELOPE DRIVE, ST 200
SYRACUSE, UT 84075
PH: 801.664.4724
EM: THOMAS@HUNTDAY.CO
HUNT DAY
E N G I N E E R I N G
SITE LANDSCAPE PLAN
L1.00
CA
L
L
F
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MOODY ROAD
79-FT PUBLIC RIGHT-OF-WAY
HIGH
W
A
Y
2
0
PUBL
I
C
R
I
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H
T
-
O
F
-
W
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(
W
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TETO
N
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A
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C
A
N
A
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EX 80-FT
CANAL EASEMENT
EX CULVERT
EX CANAL
GATE
W
N
E
S
Know what'sbelow.
Callbeforeyoudig.
Scale: 1" = 50'
50 0 50 100 150
EX 80-FT
CANAL EASEMENT
TOE O
F
E
M
B
A
N
K
M
E
N
T
TOE
O
F
E
M
B
A
N
K
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TOP
O
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A
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E
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TOP
O
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B
A
N
K
M
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STORMWATER
BASIN
ST
O
R
M
W
A
T
E
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B
A
S
I
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STORMWATER
BASIN C
CONTRACTOR SHALL REVIEW ALL SITE CONDITIONS RELATED TO THIS PLAN AND IMMEDIATELY
NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL UTILITY LINES PRIOR TO
PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT.
ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS, ON OR OFF SITE, SHALL BE REPAIRED TO
THE SATISFACTION OF THE ARCHITECT AND OWNER.
ALL PLANT MATERIALS SHALL COMPLY WITH THE STANDARDS SET FORTH IN THE AMERICAN
STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
QUANTITIES SHOWN ON THE PLANS ARE APPROXIMATE AND PROVIDED FOR THE CONTRACTOR’S
CONVENIENCE. IN CASE OF ANY DISCREPANCY, PLAN QUANTITIES SHALL TAKE PRECEDENCE OVER
BID SCHEDULE QUANTITIES. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND BASE BIDS
ACCORDINGLY.
ANY PROPOSED PLANT SUBSTITUTIONS SHALL MATCH THE SPECIFIED SPECIES IN OVERALL FORM,
HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT, AND CULTURE.
PLANTING AREAS SHALL RECEIVE A MINIMUM OF 2" OF COMPOSTED MULCH TILLED INTO A DEPTH OF
6".
ALL PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED.
TOP DRESS ALL TREES, SHRUBS, NON-SPREADING PERENNIALS, AND GROUND COVERS WITH 4" OF
GRAVEL AS INDICATED ON THE PLAN.
PERFORM PERCOLATION TESTS ON ALL TREE PLANTING HOLES AND PLANTING BEDS PRIOR TO
PLANTING.
COORDINATE PLANT PLACEMENT WITH IRRIGATION. NO PLANT SHALL BE INSTALLED WITHIN 12
INCHES OF A SPRINKLER HEAD.
CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL, INCLUDING SOD AREAS, IN A HEALTHY
CONDITION THROUGHOUT CONSTRUCTION. ANY DAMAGE DUE TO CONTRACTOR NEGLECT SHALL BE
REPAIRED OR REPLACED AT THE CONTRACTOR’S EXPENSE.
ROCK MULCH CONTAINING NOTICEABLE FINES OR CONTAMINANTS NOT MEETING SPECIFIED SIZE
REQUIREMENTS SHALL BE REMOVED BY THE CONTRACTOR.
WEED BARRIER FABRIC SHALL BE HEAVY-DUTY 3.2 OZ VEVOR OR APPROVED EQUIVALENT.
APPLY PRE-EMERGENT PRIOR TO INSTALLING WEED BARRIER FABRIC. WEED BARRIER AREAS MUST BE
FREE OF WEEDS AND CONTAMINANTS BEFORE INSTALLATION.
GENERAL LANDSCAPING NOTES
SYMBOL DESCRIPTION
New Lawn Area, Provide Drought Tolerant Mixture
Install over 4" deep min of topsoil
Earthtone Color, 3/4" - 1-1/2" minus Gravel (or approved equal)
Install 4" deep min over top weed barrier fabric.
SYMBOL BOTANICAL / COMMON NAME SIZE QTY
TREES
Syringa reticulata / Japanese Tree Lilac 2" Cal.22
Malus 'Spring Snow' / Spring Snow Crabapple 2" Cal.17
Acer ginnala / Amur Maple 2" Cal.17
Amelanchier × grandiflora 'Autumn Brilliance'
/ Autumn Brilliance Serviceberry 2" Cal.14
SYMBOL BOTANICAL / COMMON NAME SIZE QTY
SHRUBS
Spiraea japonica 'Walbuma' / Magic Carpet
Spirea 5 gal.141
Symphoricarpos x chenaultii ‘Hancock’ /
Hancock Coralberry 5 gal.46
Philadelphus lewesii 'Blizzard' / Blizzard
Mockorange 5 gal.31
Juniperus horizontalis 'Blue Rug' / Blue Rug
Creeping Juniper 5 gal.80
GRASSES
Calamagrostis x acutiflora 'Karl Foerster' /
Karl Foerster Feather Reed Grass 5 gal.140
MATERIAL SCHEDULE
PLANTING SCHEDULE
DEVELOPMENT SUMMARY
ZONING:C-1, GENERAL COMMERCIAL
PARCEL AREA:102,614 SQ FT 2.36 ACRES (100%)
BUILDING AREA:4,551 SQ FT 0.14 ACRES (4.5%)
HARD SURFACE AREA:84,080 SQ FT 2.89 ACRES (81.9%)
LANDSCAPE AREA:13,983 SQ FT 3.39 ACRES (13.6%)
PARKING:(1 STALL / 200 SF + 1 STALL / 2 PUMPS)
4,425 SF / 200 SF = 22.125 STALLS
18 PUMPS / 2 = 9 STALLS
31 STALLS REQUIRED
33 STALLS PROVIDED
(INCLUDING 1 ADA + 1 VAN ADA)
05-19-2026