HomeMy WebLinkAboutPLANS - 18-00305 - Approx. 1000 Yellowstone Hwy - Thomson Farms - The Grove Final Plat Phase 11.ALL WORK SHALL CONFORM TO REXBURG CITY STANDARDS & SPECIFICATIONS.
2.CALL BLUE STAKES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
3.BENCHMARK ELEVATION = FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17, T6N, R40E, BOISE
BASE & MERIDIAN ELEV. = 4875.15.
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
INDEX OF DRAWINGS
CIVIL DRAWINGS
1-1 THOMSON FARMS PHASE 1 PLAT
1-1 THOMSON FARMS PHASE 2 PLAT
1-1 THOMSON FARMS PHASE 3 PLAT
C-001 GENERAL NOTES
C-100 DEMOLITION PLAN
C-200 OVERALL SITE PLAN
C-201 SITE PLAN
C-202 SITE PLAN
C-203 SITE PLAN
C-204 SITE PLAN
C-205 SITE PLAN
C-206 SITE PLAN
C-207 SITE PLAN
C-208 SITE PLAN
C-300 OVERALL GRADING PLAN
C-301 GRADING PLAN
C-302 GRADING PLAN
C-303 GRADING PLAN
C-304 GRADING PLAN
C-305 GRADING PLAN
C-306 GRADING PLAN
C-307 GRADING PLAN
C-308 GRADING PLAN
C-400 OVERALL DRAINAGE PLAN
C-401 DRAINAGE PLAN
C-402 DRAINAGE PLAN
C-403 DRAINAGE PLAN
C-404 DRAINAGE PLAN
C-405 DRAINAGE PLAN
C-406 DRAINAGE PLAN
C-407 DRAINAGE PLAN
C-408 DRAINAGE PLAN
C-500 OVERALL UTILITY PLAN
C-501 UTILITY PLAN
C-502 UTILITY PLAN
C-503 UTILITY PLAN
C-504 UTILITY PLAN
C-505 UTILITY PLAN
C-506 UTILITY PLAN
C-507 UTILITY PLAN
C-508 UTILITY PLAN
C-600 EROSION CONTROL PLAN
PP-0 PLAN AND PROFILE KEY MAP
PP-1 PLAN AND PROFILE - THOMSON FARMS ROAD
PP-2 PLAN AND PROFILE - THOMSON FARMS ROAD
PP-3 PLAN AND PROFILE - STONEBRIDGE STREET
PP-4 PLAN AND PROFILE - STONEBRIDGE STREET
PP-5 PLAN AND PROFILE - STEGELMEIER LANE
PP-6 PLAN AND PROFILE - STEGELMEIER LANE
C-700 DETAILS
LANDSCAPE & IRRIGATION DRAWINGS
LP-COVER LANDSCAPE COVER SHEET
LP-1.1 LANDSCAPE PLAN
LP-1.2 LANDSCAPE PLAN
LP-1.3 LANDSCAPE PLAN
LP-1.4 LANDSCAPE PLAN
LP-1.5 LANDSCAPE PLAN
LP-1.6 LANDSCAPE PLAN
LP-2.5 LANDSCAPE DETAILS
IR-1.0 IRRIGATION COVER SHEET
IR-1.1 IRRIGATION PLAN
IR-1.2 IRRIGATION PLAN
IR-1.3 IRRIGATION PLAN
IR-1.4 IRRIGATION PLAN
IR-1.5 IRRIGATION PLAN
IR-1.6 IRRIGATION PLAN
IR-2.5 IRRIGATION DETAILS
IR-2.6 IRRIGATION DETAILS
ELECTRICAL DRAWINGS
E1.1 ELECTRICAL SITE PLAN
GENERAL NOTES
THE GROVE AT THOMSON FARMS
NO SCALE
FOR REV
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VICINITY MAPKEY MAP
DATE PRINTED
May 29, 2018
NOTICE TO CONTRACTOR
UTILITY DISCLAIMER
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND / OR ELEVATIONS OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE
ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL
CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF UTAH DEPARTMENT OF INDUSTRIAL RELATIONS
CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS
AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
CONTRACTOR FURTHER AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING
THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
NOTICE TO DEVELOPER/ CONTRACTOR
UNAPPROVED DRAWINGS REPRESENT WORK IN PROGRESS, ARE SUBJECT TO CHANGE, AND DO NOT CONSTITUTE A
FINISHED ENGINEERING PRODUCT. ANY WORK UNDERTAKEN BY DEVELOPER OR CONTRACTOR BEFORE PLANS ARE
APPROVED IS UNDERTAKEN AT THE SOLE RISK OF THE DEVELOPER, INCLUDING BUT NOT LIMITED TO BIDS, ESTIMATION,
FINANCING, BONDING, SITE CLEARING, GRADING, INFRASTRUCTURE CONSTRUCTION, ETC.
DEVELOPER:
NO SCALE
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
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MAIN STREET
SITE
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PP-2
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PP-5 PP-6
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
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REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/29/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
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NORTH 334.08'SOUTH 334.08'EAST 334.08'WEST 334.08'
C1
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397
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422 E
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NORTH 180.18'SOUTH 180.18'EAST 180.18'WEST 180.18'
6
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26.22'
NORTH26.22'SOUTH26.22'EAST26.22'WEST26.22'
1
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2.00'
NORTH2.00'SOUTH2.00'EAST2.00'WEST2.00'
1
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NORTH 1014.76'SOUTH 1014.76'EAST 1014.76'WEST 1014.76'
6
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NORTH 227.88'SOUTH 227.88'EAST 227.88'WEST 227.88'
1
(
65.43'
NORTH65.43'SOUTH65.43'EAST65.43'WEST65.43'
'
R=125.00
L=207.36'
&% 6
(
C=184.39'
6
(
NORTH 100.84'SOUTH 100.84'EAST 100.84'WEST 100.84'
6
(
NORTH 100.91'SOUTH 100.91'EAST 100.91'WEST 100.91'
'
R=721.26
L=61.43'
&% 1
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C=61.41'
6
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NORTH 273.80'SOUTH 273.80'EAST 273.80'WEST 273.80'
'
R=1039.49
L=300.03'
&% 1
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C=298.99'
1
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NORTH 263.58'SOUTH 263.58'EAST 263.58'WEST 263.58'
'
R=15.50
L=24.35'
&% 6
:
C=21.92'
1
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12.00'
NORTH12.00'SOUTH12.00'EAST12.00'WEST12.00'
6
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NORTH 398.79'SOUTH 398.79'EAST 398.79'WEST 398.79'
39
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POINT OF BEGINNING
N 90°00'00" W 1141.47'NORTH 1141.47'SOUTH 1141.47'EAST 1141.47'WEST 1141.47'
19
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LOT 101
177,685 sq.ft.
4.079 acres
CURVE TABLE
CURVE
C1
C2
C3
RADIUS
1000.00'
960.50'
15.50'
LENGTH
290.23'
280.42'
24.35'
DELTA
16°37'44"
16°43'40"
90°00'00"
BEARING
S68°10'48"E
S68°13'46"E
S14°51'56"E
CHORD
289.21'
279.43'
21.92'
THOMSON FARMS PHASE 1
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE BASE & MERIDIAN
CITY OF REXBURG, MADISON COUNTY, IDAHO
DATE DOUGLAS J. KINSMAN
P.L.S. 14344
APPROVED THIS DAY OF , 20 ,
BY THE
CITY ATTORNEY'S APPROVAL
REXBURG CITY ATTORNEY
REXBURG CITY ATTORNEY
BOUNDARY DESCRIPTION
FEE$MADISON COUNTY RECORDER
STATE OF IDAHO, COUNTY OF MADISON, RECORDED AND FILED AT THE
DATE: TIME: BOOK: PAGE:
RECORDED #
REQUEST OF :
MADISON COUNTY RECORDERCITY MAYOR APPROVAL
PRESENTED TO THE MAYOR AND REXBURG CITY COUNCIL THIS DAY OF
A.D.,20 , AT WHICH TIME THIS SUBDIVISION WAS
APPROVED AND ACCEPTED.
ATTEST: CLERK MAYOR
SURVEYOR'S CERTIFICATE
I, do hereby certify that I am a Licensed Land Surveyor, and that I hold certificate
No. as prescribed under laws of the State of Utah. I further certify that by authority of the
Owners, I have made a survey of the tract of land shown on this plat and described below, and have subdivided said tract of land into lots
and streets, hereafter to be known as , and that the
same has been correctly surveyed and staked on the ground as shown on this plat. I further certify that all lots meet frontage width and
area re-quirements of the applicable zoning ordinances.
DOUGLAS J. KINSMAN
14344
THOMSON FARMS PHASE 1
PROJECT NUMBER :
DRAWN BY :
CHECKED BY :
MANAGER :
DATE :
SHEET
7835
1 OF 1
JKF
JWJ
KFW
}S.S.STATE OF IDAHO
County of
On the day of A.D., 20 ,
, personally appeared before me, the undersigned Notary Public, in and for said County of in the State of
Idaho, who after being duly sworn, acknowledged to me that He/She is the ,
of a Limited
Liability Company and that He/She signed the Owner's Dedication freely and voluntarily for and in behalf of said Limited Liability Company for
the purposes therein mentioned and acknowledged to me that said Corporation executed the same.
MY COMMISSION EXPIRES: ,
RESIDING IN COUNTY.
NOTARY PUBLIC
LIMITED LIABILITY COMPANY ACKNOWLEDGMENT
Madison
}S.S.STATE OF IDAHO
County of
On the day of A.D., 20 ,
, personally appeared before me, the undersigned Notary Public, in and for said County of in the State of
Idaho, who after being duly sworn, acknowledged to me that He/She is the ,
of and that
He/She signed the Owner's Dedication freely and voluntarily for and in behalf of said Corporation by authority of a resolution of its Board of
Directors for the purposes therein mentioned and acknowledged to me that said Corporation executed the same.
MY COMMISSION EXPIRES: ,
RESIDING IN COUNTY.
NOTARY PUBLIC
CORPORATE ACKNOWLEDGMENT
Madison
APPROVED THIS DAY OF , 20 ,
BY THE
CITY ENGINEER APPROVAL
REXBURG CITY ENGINEER.
REXBURG CITY ENGINEER
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT. 84070
Phone: 801.255.0529
Fax: 801.255.4449
WWW.ENSIGNENG.COM
LAYTON
Phone:801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
E N S I G N
NOT TO SCALE
VICINITY MAP
OWNER'S DEDICATION
Known all men by these presents that I / we, the undersigned owner (s) of the hereon described tract of land, hereby set apart and
subdivide the same into lots and street as shown on this plat and said plat
and do hereby dedicate, grant and convey to Rexburg City, Utah: (1) all those parts or portions of said tract of land designated as streets,
the same to be used as public thoroughfares forever; (2) those certain public utility and drainage easements as shown hereon, the same
to be used for the installation, maintenance, and operation of public utility service lines and drainage.
In witness whereof I / we have hereunto set our hand (s) this day of A.D., 20 .
.
By:
.
By:
THOMSON FARMS PHASE 1
THOMSON FARMS PHASE 1
SOUTH QUARTER OF SECTION 17,
T6 N, R40 E, BOISE MERIDIAN, FOUND 3"
BRASS MONUMENT ON REBAR,
WITH RING AND LID, MARKED
FORSGREN LS 3020
SOUTHWEST CORNER OF
SECTION 17, T6 N, R40 E, BOISE
MERIDIAN, FOUND 1.5" ALUMINUM
CAP IN INTERSECTION-FLUSH
WITH ASPHALT
S 89°31'35" W 2662.32'
2003
T6N R40E
S 18
S 19
817
510
L S 8 7 9 7
T6N
17
1/4
20
R40E
S E C T I O N C O R NER M
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N A S S O C L S
3 0 2
0 LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE BASE & MERIDIAN
CITY OF REXBURG, MADISON COUNTY, IDAHO
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MAIN STREET
SITE
20
T6N
SEC 17
C 1/4
R40E
S E C T I O N C O R NER M
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DEVELOPER
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
FINAL PLAT
LEGEND
ENSIGN ENG.
LAND SURV.
EXISTING STREET MONUMENT
PROPOSED STREET MONUMENT
SECTION CORNER
BOUNDARY LINE
SECTION LINE
CENTER LINE
EASEMENT LINE
SET 5/8" REBAR WITH YELLOW
PLASTIC CAP, OR NAIL STAMPED
"ENSIGN ENG. & LAND SURV."
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.50
50 25 50 100
CENTER QUARTER CORNER OF
SECTION 17, T 6 N, R 40 E, BOISE
MERIDIAN, FOUND 3" BRASS
MONUMENT ON REBAR, MARKED
FORSGREN LS 3020
S
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UTILITY DEDICATION
The owner(s) also hereby dedicate a non-exclusive public utility easement within Lot 101, as shown hereon excluding any building
structures, patio areas, pool deck, and any other common area amenities within Lot 101, for the purpose of providing access for utility
installation, maintenance, use and eventual replacement, and to provide emergency services, with respect to the subdivision.
49
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A parcel of land, situate in the Southwest Quarter of Section 17, Township 6 North, Range 40 East, Boise Meridian, and in Rexburg City,
Madison County, Idaho, more particularly described as follows:
Beginning at a point being South 00°08'08” East 490.63 feet along the section line and West 1,1141.47 feet from the Center Quarter Corner
of Section 17, Township 6 North, Range 40 East, Boise Meridian; and running
thence South 27°25'40" East 100.84 feet;
thence South 00°12'43" East 100.91 feet;
thence Northwesterly 61.43 feet along the arc of a 721.26 foot radius curve to the right (center bears North 08°01'58" East and the
chord bears North 79°31'38" West 61.41 feet with a central angle of 04°52'46");
thence South 15°54'44" West 273.80 feet;
thence Northwesterly 300.03 feet along the arc of a 1,039.49 foot radius curve to the right (center bears North 13°35'49" East and
the chord bears North 68°08'04" West 298.99 feet with a central angle of 16°32'14");
thence North 59°51'56" West 263.58 feet;
thence Southwesterly 24.35 feet along the arc of a 15.50 foot radius curve to the left (center bears South 30°08'04" West and the
chord bears South 75°08'04" West 21.92 feet with a central angle of 90°00'00");
thence North 59°51'56" West 12.00 feet;
thence South 30°08'04" West 398.79 feet;
thence South 32°40'45" West 180.18 feet;
thence South 30°08'04" West 26.22 feet;
thence North 59°51'56" West 2.00 feet, to the Easterly right-of-way line of Old Highway 191;
thence North 30°08'04" East 1,014.76 feet along said Easterly line;
thence South 59°52'15" East 227.88 feet;
thence North 68°45'49" East 65.43 feet;
thence Southeasterly 207.36 feet along the arc of a 125.00 foot radius curve to the left (center bears North 69°54'36" East and the
chord bears South 67°36'46" East 184.39 feet with a central angle of 95°02'45") to the point of beginning.
Contains 236,899 Square Feet or 5.438 Acres
39
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34.00'34.00'
39
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THOMSON FARMS ROAD
(PUBLIC STREET)
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10' PUE
437 E
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E
6
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NORTH 666.31'SOUTH 666.31'EAST 666.31'WEST 666.31'
N 1
5
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5
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4
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E
2
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NORTH 273.80'SOUTH 273.80'EAST 273.80'WEST 273.80'
D=4°52'46"
R=721.26
L=61.43'
CB=S 79°31'38" E
C=61.41'N
0
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4
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W
1
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NORTH 100.91'SOUTH 100.91'EAST 100.91'WEST 100.91'
N
2
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W
1
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8
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NORTH 100.84'SOUTH 100.84'EAST 100.84'WEST 100.84'
D=22°16'26"
R=125.00
L=48.59'
CB=N 53°43'39" E
C=48.29'
N 89°46'32" E 116.90'
NORTH 116.90'SOUTH 116.90'EAST 116.90'WEST 116.90'
N
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W
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NORTH 165.58'SOUTH 165.58'EAST 165.58'WEST 165.58'
N 89°46'34" E 260.25'NORTH 260.25'SOUTH 260.25'EAST 260.25'WEST 260.25'
10' PUE
S 89°46'32" W 258.23'NORTH 258.23'SOUTH 258.23'EAST 258.23'WEST 258.23'
D=13°49'18"
R=1039.49
L=250.76'
CB=N 83°18'50" W
C=250.15'
C1
6
:
NORTH 224.23'SOUTH 224.23'EAST 224.23'WEST 224.23'
6
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NORTH 626.81'SOUTH 626.81'EAST 626.81'WEST 626.81'
34.00'34.00'
47
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182.73'41.50'39
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182.73'C3
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192.25'
19
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THOMSON FARMS PHASE 1
POINT OF BEGINNING
WEST 725.56'NORTH 725.56'SOUTH 725.56'EAST 725.56'WEST 725.56'
1
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LOT 201
179,029 sq.ft.
4.110 acres
CURVE TABLE
CURVE
C1
C2
C3
RADIUS
1000.00'
960.50'
7.50'
LENGTH
239.64'
228.51'
11.78'
DELTA
BEARING
6
(
6
(
1
(
CHORD
239.06'
227.97'
10.61'
THOMSON FARMS PHASE 2
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE BASE & MERIDIAN
CITY OF REXBURG, MADISON COUNTY, IDAHO
DATE DOUGLAS J. KINSMAN
P.L.S. 14344
APPROVED THIS DAY OF , 20 ,
BY THE
CITY ATTORNEY'S APPROVAL
REXBURG CITY ATTORNEY
REXBURG CITY ATTORNEY
BOUNDARY DESCRIPTION
FEE$MADISON COUNTY RECORDER
STATE OF IDAHO, COUNTY OF MADISON, RECORDED AND FILED AT THE
DATE: TIME: BOOK: PAGE:
RECORDED #
REQUEST OF :
MADISON COUNTY RECORDERCITY MAYOR APPROVAL
PRESENTED TO THE MAYOR AND REXBURG CITY COUNCIL THIS DAY OF
A.D.,20 , AT WHICH TIME THIS SUBDIVISION WAS
APPROVED AND ACCEPTED.
ATTEST: CLERK MAYOR
SURVEYOR'S CERTIFICATE
I, do hereby certify that I am a Licensed Land Surveyor, and that I hold certificate
No. as prescribed under laws of the State of Utah. I further certify that by authority of the
Owners, I have made a survey of the tract of land shown on this plat and described below, and have subdivided said tract of land into lots
and streets, hereafter to be known as , and that the
same has been correctly surveyed and staked on the ground as shown on this plat. I further certify that all lots meet frontage width and
area re-quirements of the applicable zoning ordinances.
DOUGLAS J. KINSMAN
14344
THOMSON FARMS PHASE 2
PROJECT NUMBER :
DRAWN BY :
CHECKED BY :
MANAGER :
DATE :
SHEET
7835
1 OF 1
JKF
JWJ
KFW
}S.S.STATE OF IDAHO
County of
On the day of A.D., 20 ,
, personally appeared before me, the undersigned Notary Public, in and for said County of in the State of
Idaho, who after being duly sworn, acknowledged to me that He/She is the ,
of a Limited
Liability Company and that He/She signed the Owner's Dedication freely and voluntarily for and in behalf of said Limited Liability Company for
the purposes therein mentioned and acknowledged to me that said Corporation executed the same.
MY COMMISSION EXPIRES: ,
RESIDING IN COUNTY.
NOTARY PUBLIC
LIMITED LIABILITY COMPANY ACKNOWLEDGMENT
Madison
}S.S.STATE OF IDAHO
County of
On the day of A.D., 20 ,
, personally appeared before me, the undersigned Notary Public, in and for said County of in the State of
Idaho, who after being duly sworn, acknowledged to me that He/She is the ,
of and that
He/She signed the Owner's Dedication freely and voluntarily for and in behalf of said Corporation by authority of a resolution of its Board of
Directors for the purposes therein mentioned and acknowledged to me that said Corporation executed the same.
MY COMMISSION EXPIRES: ,
RESIDING IN COUNTY.
NOTARY PUBLIC
CORPORATE ACKNOWLEDGMENT
Madison
APPROVED THIS DAY OF , 20 ,
BY THE
CITY ENGINEER APPROVAL
REXBURG CITY ENGINEER.
REXBURG CITY ENGINEER
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT. 84070
Phone: 801.255.0529
Fax: 801.255.4449
WWW.ENSIGNENG.COM
LAYTON
Phone:801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
E N S I G N
NOT TO SCALE
VICINITY MAP
OWNER'S DEDICATION
Known all men by these presents that I / we, the undersigned owner (s) of the hereon described tract of land, hereby set apart and
subdivide the same into lots and street as shown on this plat and said plat
and do hereby dedicate, grant and convey to Rexburg City, Utah: (1) all those parts or portions of said tract of land designated as streets,
the same to be used as public thoroughfares forever; (2) those certain public utility and drainage easements as shown hereon, the same
to be used for the installation, maintenance, and operation of public utility service lines and drainage.
In witness whereof I / we have hereunto set our hand (s) this day of A.D., 20 .
.
By:
.
By:
THOMSON FARMS PHASE 2
THOMSON FARMS PHASE 2
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE BASE & MERIDIAN
CITY OF REXBURG, MADISON COUNTY, IDAHO
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MAIN STREET
SITE
20
DEVELOPER
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PRELIMINARY PLAT
LEGEND
ENSIGN ENG.
LAND SURV.
EXISTING STREET MONUMENT
PROPOSED STREET MONUMENT
SECTION CORNER
BOUNDARY LINE
SECTION LINE
CENTER LINE
EASEMENT LINE
SET 5/8" REBAR WITH YELLOW
PLASTIC CAP, OR NAIL STAMPED
"ENSIGN ENG. & LAND SURV."
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
SOUTH QUARTER OF SECTION 17,
T6 N, R40 E, BOISE MERIDIAN, FOUND 3"
BRASS MONUMENT ON REBAR,
WITH RING AND LID, MARKED
FORSGREN LS 3020
SOUTHWEST CORNER OF
SECTION 17, T6 N, R40 E, BOISE
MERIDIAN, FOUND 1.5" ALUMINUM
CAP IN INTERSECTION-FLUSH
WITH ASPHALT
6
:
2003
T6N R40E
S 18
S 19
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L S 8 7 9 7
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CENTER QUARTER CORNER OF
SECTION 17, T 6 N, R 40 E, BOISE
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FORSGREN LS 3020
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UTILITY DEDICATION
The owner(s) also hereby dedicate a non-exclusive public utility easement within Lot 201, as shown hereon excluding any building
structures, patio areas, pool deck, and any other common area amenities within Lot 201, for the purpose of providing access for utility
installation, maintenance, use and eventual replacement, and to provide emergency services, with respect to the subdivision.
29
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A parcel of land, situate in the Southwest Quarter of Section 17, Township 6 North, Range 40 East, Boise Meridian, and in Rexburg City,
Madison County, Idaho, more particularly described as follows:
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Section 17, Township 6 North, Range 40 East, Boise Meridian; and running
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Contains 258,309 Square Feet or 5.930 Acres
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128
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10' PUE
THOMSON FARMS PHASE 1
POINT OF BEGINNING
WEST 725.56'NORTH 725.56'SOUTH 725.56'EAST 725.56'WEST 725.56'
N 5
9
°
5
2
'
1
5
"
W
2
2
7
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8
8
'
NORTH 227.88'SOUTH 227.88'EAST 227.88'WEST 227.88'
N 3
0
°
0
8
'
0
4
"
E
4
2
9
.
8
2
'
NORTH 429.82'SOUTH 429.82'EAST 429.82'WEST 429.82'
S
0
°
1
3
'
2
8
"
E
2
8
7
.
3
4
'
NORTH 287.34'SOUTH 287.34'EAST 287.34'WEST 287.34'
S 89°46'34" W 260.25'NORTH 260.25'SOUTH 260.25'EAST 260.25'WEST 260.25'
S
0
°
1
3
'
1
3
"
E
1
6
5
.
5
8
'
NORTH 165.58'SOUTH 165.58'EAST 165.58'WEST 165.58'
S 89°46'32" W 116.90'NORTH 116.90'SOUTH 116.90'EAST 116.90'WEST 116.90'
D=117°19'08"
R=125.00
L=255.95'
CB=N 78°44'59" W
C=213.52'
S 68°4
5
'
4
9
"
W
65.43'
NORTH65.43'SOUTH65.43'EAST65.43'WEST65.43'
LOT 301
251,905 sq.ft.
5.783 acres
10' PUE
34.00'
34
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1
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34
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34.
0
0
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34.
0
0
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22.
0
0
'
34.00'34.00'
6
(
NORTH 287.21'SOUTH 287.21'EAST 287.21'WEST 287.21'
24
3
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0
6
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44
.
1
5
'
S 5
9
°
5
1
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5
6
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E
60.
5
4
'
NORTH60.54'SOUTH60.54'EAST60.54'WEST60.54'
D=31°08'03"
R=169.50
L=92.10'
CB=S 75°25'58" E
C=90.98'N 89°34'36" E 486.71'
NORTH 486.71'SOUTH 486.71'EAST 486.71'WEST 486.71'
24
3
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0
6
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C
5409.93'
C6
23.
0
4
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380
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2
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20
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THOMSON FARMS PHASE 2
380
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3
2
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49.
5
0
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37.
5
0
'
23.
0
4
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408.56'44.15'34.00'
192.25'
CURVE TABLE
CURVE
C5
C6
C7
RADIUS
10.00'
203.50'
15.50'
LENGTH
15.74'
108.86'
24.35'
DELTA
BEARING
1
:
6
(
6
:
CHORD
14.17'
107.57'
21.92'
THOMSON FARMS PHASE 3
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE BASE & MERIDIAN
CITY OF REXBURG, MADISON COUNTY, IDAHO
DATE DOUGLAS J. KINSMAN
P.L.S. 14344
APPROVED THIS DAY OF , 20 ,
BY THE
CITY ATTORNEY'S APPROVAL
REXBURG CITY ATTORNEY
REXBURG CITY ATTORNEY
BOUNDARY DESCRIPTION
FEE$MADISON COUNTY RECORDER
STATE OF IDAHO, COUNTY OF MADISON, RECORDED AND FILED AT THE
DATE: TIME: BOOK: PAGE:
RECORDED #
REQUEST OF :
MADISON COUNTY RECORDERCITY MAYOR APPROVAL
PRESENTED TO THE MAYOR AND REXBURG CITY COUNCIL THIS DAY OF
A.D.,20 , AT WHICH TIME THIS SUBDIVISION WAS
APPROVED AND ACCEPTED.
ATTEST: CLERK MAYOR
SURVEYOR'S CERTIFICATE
I, do hereby certify that I am a Licensed Land Surveyor, and that I hold certificate
No. as prescribed under laws of the State of Utah. I further certify that by authority of the
Owners, I have made a survey of the tract of land shown on this plat and described below, and have subdivided said tract of land into lots
and streets, hereafter to be known as , and that the
same has been correctly surveyed and staked on the ground as shown on this plat. I further certify that all lots meet frontage width and
area re-quirements of the applicable zoning ordinances.
DOUGLAS J. KINSMAN
14344
THOMSON FARMS PHASE 3
PROJECT NUMBER :
DRAWN BY :
CHECKED BY :
MANAGER :
DATE :
SHEET
7835
1 OF 1
JKF
JWJ
KFW
}S.S.STATE OF IDAHO
County of
On the day of A.D., 20 ,
, personally appeared before me, the undersigned Notary Public, in and for said County of in the State of
Idaho, who after being duly sworn, acknowledged to me that He/She is the ,
of a Limited
Liability Company and that He/She signed the Owner's Dedication freely and voluntarily for and in behalf of said Limited Liability Company for
the purposes therein mentioned and acknowledged to me that said Corporation executed the same.
MY COMMISSION EXPIRES: ,
RESIDING IN COUNTY.
NOTARY PUBLIC
LIMITED LIABILITY COMPANY ACKNOWLEDGMENT
Madison
}S.S.STATE OF IDAHO
County of
On the day of A.D., 20 ,
, personally appeared before me, the undersigned Notary Public, in and for said County of in the State of
Idaho, who after being duly sworn, acknowledged to me that He/She is the ,
of and that
He/She signed the Owner's Dedication freely and voluntarily for and in behalf of said Corporation by authority of a resolution of its Board of
Directors for the purposes therein mentioned and acknowledged to me that said Corporation executed the same.
MY COMMISSION EXPIRES: ,
RESIDING IN COUNTY.
NOTARY PUBLIC
CORPORATE ACKNOWLEDGMENT
Madison
APPROVED THIS DAY OF , 20 ,
BY THE
CITY ENGINEER APPROVAL
REXBURG CITY ENGINEER.
REXBURG CITY ENGINEER
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT. 84070
Phone: 801.255.0529
Fax: 801.255.4449
WWW.ENSIGNENG.COM
LAYTON
Phone:801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
E N S I G N
NOT TO SCALE
VICINITY MAP
OWNER'S DEDICATION
Known all men by these presents that I / we, the undersigned owner (s) of the hereon described tract of land, hereby set apart and
subdivide the same into lots and street as shown on this plat and said plat
and do hereby dedicate, grant and convey to Rexburg City, Utah: (1) all those parts or portions of said tract of land designated as streets,
the same to be used as public thoroughfares forever; (2) those certain public utility and drainage easements as shown hereon, the same
to be used for the installation, maintenance, and operation of public utility service lines and drainage.
In witness whereof I / we have hereunto set our hand (s) this day of A.D., 20 .
.
By:
.
By:
THOMSON FARMS PHASE 3
THOMSON FARMS PHASE 3
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE BASE & MERIDIAN
CITY OF REXBURG, MADISON COUNTY, IDAHO
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MAIN STREET
SITE
20
DEVELOPER
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PRELIMINARY PLAT
LEGEND
ENSIGN ENG.
LAND SURV.
EXISTING STREET MONUMENT
PROPOSED STREET MONUMENT
SECTION CORNER
BOUNDARY LINE
SECTION LINE
CENTER LINE
EASEMENT LINE
SET 5/8" REBAR WITH YELLOW
PLASTIC CAP, OR NAIL STAMPED
"ENSIGN ENG. & LAND SURV."
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.50
50 25 50 100
SOUTH QUARTER OF SECTION 17,
T6 N, R40 E, BOISE MERIDIAN, FOUND 3"
BRASS MONUMENT ON REBAR,
WITH RING AND LID, MARKED
FORSGREN LS 3020
SOUTHWEST CORNER OF
SECTION 17, T6 N, R40 E, BOISE
MERIDIAN, FOUND 1.5" ALUMINUM
CAP IN INTERSECTION-FLUSH
WITH ASPHALT
6
:
2003
T6N R40E
S 18
S 19
817
510
L S 8 7 9 7
T6N
17
1/4
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3 0 2
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T6N
SEC 17
C 1/4
R40E
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N A S S O C L S 3 0 2
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CENTER QUARTER CORNER OF
SECTION 17, T 6 N, R 40 E, BOISE
MERIDIAN, FOUND 3" BRASS
MONUMENT ON REBAR, MARKED
FORSGREN LS 3020
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UTILITY DEDICATION
The owner(s) also hereby dedicate a non-exclusive public utility easement within Lot 301, as shown hereon excluding any building
structures, patio areas, pool deck, and any other common area amenities within Lot 301, for the purpose of providing access for utility
installation, maintenance, use and eventual replacement, and to provide emergency services, with respect to the subdivision.
29
5
.
0
5
'
A parcel of land, situate in the Southwest Quarter of Section 17, Township 6 North, Range 40 East, Boise Meridian, and in Rexburg City,
Madison County, Idaho, more particularly described as follows:
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of Section 17, Township 6 North, Range 40 East, Boise Meridian; and running
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Contains 299,952 Square Feet or 6.886 Acres
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
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REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
NOTE: MAY CONTAIN ABBREVIATIONS THAT ARE NOT USED IN THIS PLAN SET.
ABBREVIATIONS
UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE
IDAHO STANDARDS FOR PUBLIC WORKS (I.S.P.W.C.) CONSTRUCTION AND THE CITY OF REXBURG'S REVISIONS.
1.PIPE MATERIAL FOR THIS PROJECT SHALL BE:
DUCTILE IRON CLASS 50
SANITARY SEWER SDR 35 PVC
2.MINIMUM COVER OVER WATER LINES IS 5 FEET, UNLESS OTHERWISE SPECIFIED ON THESE PLANS.
3.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF
CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF
WORK.
4.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
5.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES,
CULVERTS, FENCES, MAILBOXES, SIGNS LIGHT POLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE
DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE.
6.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL
INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES
WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE
CONTRACTORS RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS
WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
7.THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ALL WATER LINES AND SEWER LINES
EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM OF 1.5 FEET OF
VERTICAL SEPARATION SHALL BE MAINTAINED.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL. DISPOSAL SITES, AND
ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.
9.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING,
COMPACTION AND DUST CONTROL MEASURES. A WATER METER WILL BE PROVIDED BY THE CITY AT NO CHARGE.
10.WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY
ADVERSE EFFECTS ON THE ADJACENT PROPERTY.
11.THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE LATEST EDITION OF THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
12.ALL TRENCH BACKFILL COMPACTION SHALL BE TYPE A-1 UNLESS OTHERWISE SPECIFIED ON PLANS.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR
TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION.
14.CONTRACTOR SHALL PROVIDE ANY REQUIRED GROUND WATER DEWATERING TO CONSTRUCT THIS PROJECT. WATER LEVEL
SHALL BE MAINTAINED ONE FOOT BELOW THE BOTTOM OF THE TRENCH.
15.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT PIPE LENGTH.
16.ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO
AVOID UNFORESEEN UTILITY INTERFERENCE.
17.MINIMUM CLEARANCE BETWEEN NEW PIPELINES, EXISTING UTILITIES, AND STRUCTURES (EXCEPT SEWERS) SHALL BE TWO
FEET HORIZONTALLY.
18.THERE ARE OTHER EXISTING FACILITIES WITHIN THE CONSTRUCTION CORRIDOR THAT ARE NOT SHOWN ON THE PLANS.
THESE MAY INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: MAILBOXES, STREET SIGNS, ETC. CONTRACTOR SHALL
RETAIN AND PROTECT WHEN POSSIBLE AND REPLACE INKIND OTHERWISE. THIS WORK WILL BE INCIDENTAL TO OTHER BID
ITEMS.
19.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL
APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.
20.WORK SUBJECT TO APPROVAL BY ANY POLITICAL AGENCY MUST BE APPROVED PRIOR TO: BACKFILLING TRENCHES FOR
PIPE, PLACING OF AGGREGATE BASE, PLACING OF CONCRETE, AND PLACING OF ASPHALT PAVING. WORK DONE WITHOUT
SUCH APPROVAL DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN
ACCEPTABLE MANNER.
21.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS
RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE
CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD
DRAWINGS PRIOR TO FINAL APPROVAL OF THE PIPE LINE INSTALLATION.
22.PLACE ALL VALVES AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, OR
SIDEWALK IMPROVEMENTS.
23.THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING DAYS BEFORE INITIAL
CONSTRUCTION BEGINS AND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY FOUR
(24) HOURS IN ADVANCE OF BACKFILLING.
24.SURFACE REPAIR NOT CALLED OUT ON THE PLANS SHALL BE REPLACED IN-KIND AND BE INCIDENTAL TO THE OTHER BID
ITEMS.
25.TRACER WIRE (#12 BLUE) IS REQUIRED ON ALL NEW WATERLINES CONSTRUCTED WITHIN THE CITY.
1.EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEY
AND MAY NOT BE LOCATED CORRECTLY AND IS NOT ALL INCLUSIVE. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES
WITHIN THE PROJECT LIMITS BEFORE BEGINNING DEMOLITION/CONSTRUCTION.
2.THERE MAY BE BURIED UTILITIES WITHIN THE LIMITS OF DISTURBANCE THAT ARE NOT SHOWN ON THE PLANS DUE TO LACK
OF MAPPING OR RECORD INFORMATION. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN UNEXPECTED UTILITIES ARE
DISCOVERED.
3.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING UTILITIES
AND IMPROVEMENTS WHETHER OR NOT SHOWN ON THESE PLANS. THE FACILITIES AND IMPROVEMENTS ARE BELIEVED TO
BE CORRECTLY SHOWN BUT THE CONTRACTOR IS REQUIRED TO SATISFY HIMSELF AS TO THE COMPLETENESS AND
ACCURACY OF THE LOCATIONS. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY,
OR INDIRECTLY, FROM HIS OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS.
1.TRAFFIC CONTROL AND STRIPING TO CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(M.U.T.C.D.).
2.BARRICADING AND DETOURING SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CURRENT M.U.T.C.D.
3.NO STREET SHALL BE CLOSED TO TRAFFIC WITHOUT WRITTEN PERMISSION FROM THE APPROPRIATE AGENCY, EXCEPT
WHEN DIRECTED BY LAW ENFORCEMENT OR FIRE OFFICIALS.
4.THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE
MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK.
5.DETOURING OPERATIONS FOR A PERIOD OF SIX CONSECUTIVE CALENDAR DAYS, OR MORE, REQUIRE THE INSTALLATION OF
TEMPORARY STREET STRIPING AND REMOVAL OF INTERFERING STRIPING BY SANDBLASTING. THE DETOURING STRIPING
PLAN OR CONSTRUCTION TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE CITY TRAFFIC ENGINEER FOR REVIEW AND
APPROVAL.
6.ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE END OF THE WORK TO THE
SATISFACTION OF THE CITY TRAFFIC ENGINEER.
7.TRAFFIC CONTROL DEVICES (TCDs) SHALL REMAIN VISIBLE AND OPERATIONAL AT ALL TIMES.
8.ALL PERMANENT TRAFFIC CONTROL DEVICES CALLED FOR HEREON SHALL BE IN PLACE AND IN FINAL POSITION PRIOR TO
ALLOWING ANY PUBLIC TRAFFIC ONTO THE PORTIONS OF THE ROAD(S) BEING IMPROVED HEREUNDER, REGARDLESS OF THE
STATUS OF COMPLETION OF PAVING OR OTHER OFF-SITE IMPROVEMENTS CALLED FOR BY THESE PLANS.
9.THE CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARY
TO INSURE THE SAFETY OF WORKERS AND VISITORS.
TRAFFIC CONTROL AND SAFETY NOTES
GRADING AND DRAINAGE NOTES
1.SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL RELATED ADDENDUMS.
2.THE CONTRACTOR SHALL STRIP AND CLEAR THE TOPSOIL, MAJOR ROOTS AND ORGANIC MATERIAL FROM ALL PROPOSED
BUILDING AND PAVEMENT AREAS PRIOR TO SITE GRADING. (THE TOPSOIL MAY BE STOCKPILED FOR LATER USE IN
LANDSCAPED AREAS.)
3.THE CONTRACTOR SHALL REMOVE ALL ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIALS PRIOR TO PLACING
GRADING FILL OR BASE COURSE. THE AREA SHOULD BE PROOF-ROLLED TO IDENTIFY ANY SOFT AREAS. WHERE SOFT
AREAS ARE ENCOUNTERED, THE CONTRACTOR SHALL REMOVE THE SOIL AND REPLACE WITH COMPACTED FILL.
4.ALL DEBRIS PILES AND BERMS SHOULD BE REMOVED AND HAULED AWAY FROM SITE OR USED AS GENERAL FILL IN
LANDSCAPED AREAS.
5.THE CONTRACTOR SHALL CONSTRUCT THE BUILDING PAD TO THESE DESIGN PLANS AS PART OF THE SITE GRADING
CONTRACT, AND STRICTLY ADHERE TO THE SITE PREPARATION AND GRADING REQUIREMENTS OUTLINED IN THE
GEOTECHNICAL REPORT.
6.THE CONTRACTOR SHALL GRADE THE PROJECT SITE TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING
ASPHALT, CURB AND GUTTER, AND ADJOINING SITE IMPROVEMENTS.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND DEBRIS ON ADJACENT STREETS WHEN EQUIPMENT IS
TRAVELING THOSE STREETS.
8.THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CONDITIONS AND RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL
REPORT AND TAKE ALL NECESSARY PRECAUTIONS AND RECOMMENDED PROCEDURES TO ASSURE SOUND GRADING
PRACTICES.
9.THE CONTRACTOR SHALL TAKE APPROPRIATE GRADING MEASURES TO DIRECT STORM SURFACE RUNOFF TOWARDS CATCH
BASINS.
10.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON ON-SITE SURVEY. IT SHALL BE
THE CONTRACTORS' FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.
11.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS
OF THIS PROJECT AND THE RELATED OFF-SITE WORK, SO AS TO GENERATE THE DESIRED SUBGRADE, FINISH GRADES, AND
SLOPES SHOWN.
12.THE CONTRACTOR IS WARNED THAT AN EARTHWORK BALANCE WAS NOT NECESSARILY THE INTENT OF THIS PROJECT. ANY
ADDITIONAL MATERIAL REQUIRED OR LEFTOVER MATERIAL FOLLOWING EARTHWORK OPERATIONS BECOMES THE
RESPONSIBILITY OF THE CONTRACTOR.
13.THE GRADING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER TO PROVIDE FOR THE REQUIREMENTS OF
THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND ASSOCIATED PERMIT. ALL CONTRACTOR
ACTIVITIES 1 ACRE OR MORE IN SIZE ARE REQUIRED TO PROVIDE A STORM WATER POLLUTION PREVENTION PLAN.
14.ALL CUT AND FILL SLOPES SHALL BE PROTECTED UNTIL EFFECTIVE EROSION CONTROL HAS BEEN ESTABLISHED.
15.THE USE OF POTABLE WATER WITHOUT A SPECIAL PERMIT FOR BUILDING OR CONSTRUCTION PURPOSES INCLUDING
CONSOLIDATION OF BACKFILL OR DUST CONTROL IS PROHIBITED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS FOR CONSTRUCTION WATER FROM GOVERNING AGENCY.
16.THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RIGHT-OF-WAYS IN A CLEAN, SAFE
AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE
PUBLICLY-OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENT
PROPERTY, PRIVATE OR PUBLIC, SHALL BE MAINTAINED IN A CLEAN, SAFE, AND USABLE CONDITION.
UTILITY NOTES
1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS, CITY AND STATE
REQUIREMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, IDAHO
DRINKING WATER REGULATIONS, ISPWC STANDARD SPECIFICATION (2015 EDITION). THE CONTRACTOR IS REQUIRED TO
ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED BY THE ENGINEER.
2.CONTRACTOR SHALL COORDINATE LOCATION OF NEW "DRY UTILITIES" WITH THE APPROPRIATE UTILITY COMPANY,
INCLUDING BUT NOT LIMITED TO: TELEPHONE & INTERNET SERVICE, GAS SERVICE, CABLE, AND POWER.
3.EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS BASED ON ON-SITE SURVEY. PRIOR TO COMMENCING ANY WORK, IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND
SERVICE LINES. THE CONTRACTOR SHALL NOTIFY DIGLINE AT 1-800-662-4111 48 HOURS IN ADVANCE OF PERFORMING ANY
EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE DIGLINE ORDER NUMBER AND FURNISH ORDER NUMBER TO
OWNER AND ENGINEER PRIOR TO ANY EXCAVATION. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DIRECTLY
CONTACT ANY OTHER UTILITY COMPANIES THAT ARE NOT MEMBERS OF DIGLINE. IT SHALL BE THE CONTRACTOR'S SOLE
RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE
OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE
CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW
STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT.
4.CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES. EXCAVATION
REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY
DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT CONTRACTOR'S
EXPENSE.
5.TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER ISPWC STANDARD SPECIFICATION (2015
EDITION) SECTION 306 - TRENCH BACKFILL, OR AS REQUIRED BY THE GEOTECHNICAL REPORT IF NATIVE MATERIALS ARE
USED. NO NATIVE MATERIALS ARE ALLOWED IN THE PIPE ZONE. THE MAXIMUM LIFT FOR BACKFILLING EXCAVATIONS IS
8-INCHES.
6.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND
BRACING OF EXCAVATIONS AND TRENCHES AND FOR THE PROTECTION OF WORKERS.
7.THE 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. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE
APPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE
PROJECT LIMITS.
8.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE, CAUSED BY ANY CONDITION INCLUDING SETTLEMENT, TO
EXISTING UTILITIES FROM WORK PERFORMED AT OR NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL TAKE ALL
MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE ROADWAY AND UTILITY FACILITIES. DAMAGE TO
EXISTING FACILITIES CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE TO THE
SATISFACTION OF THE OWNER OF SAID FACILITIES.
9.ALL WATER LINE AND SEWER LINE INSTALLATION AND TESTING TO BE IN ACCORDANCE WITH LOCAL GOVERNING ACENCY'S
STANDARDS AND SPECIFICATIONS.
10.ALL MANHOLES, HYDRANTS, VALVES, CLEANOUT BOXES, CATCH BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TO
FINAL GRADE PER ISPWC (2015 EDITION) STANDARDS AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BE
CONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS, AND VALVES PER APWA STANDARDS. ALL MANHOLE,
CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE BOX
AND GROUTED OR SEALED.
11.CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE NEW OR EXISTING PIPE DURING
CONSTRUCTION.
12.SILT AND DEBRIS ARE TO BE CLEANED OUT OF ALL STORM DRAIN BOXES. CATCH BASINS ARE TO BE MAINTAINED IN A
CLEANED CONDITION AS NEEDED UNTIL AFTER THE FINAL BOND RELEASE INSPECTION.
13.CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF OF ALL MANHOLE LIDS AND INLET GRATES TO ALLOW
ACCESS.
14.EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE ALIGNMENT AND GRADE AS REQUIRED. THE
TRENCH WALL SHALL BE SO BRACED THAT THE WORKMEN MAY WORK SAFELY AND EFFICIENTLY. ALL TRENCHES SHALL BE
DRAINED SO THE PIPE LAYING MAY TAKE PLACE IN DEWATERED CONDITIONS.
15.CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES WITH WHICH TO REMOVE
PROMPTLY AND TO PROPERLY DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATION.
16.ALL SEWER LINES AND SEWER SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10 FEET, CENTER TO CENTER, FROM THE
WATER LINES. IF A 10 FOOT SEPARATION CAN NOT BE MAINTAINED, THE SEWER LINE AND WATER LINE SHALL BE LAID IN
SEPARATE TRENCHES AND THERE SHALL BE A MINIMUM 18" VERTICAL SEPARATION BETWEEN THE PIPES.
17.CONTRACTOR SHALL INSTALL THRUST BLOCKING AT ALL WATERLINE ANGLE POINTS AND TEES.
18.ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREET
PAVING.
19.CONTRACTOR SHALL INSTALL MAGNETIC LOCATING TAPE CONTINUOUSLY OVER ALL NONMETALLIC PIPE.
GENERAL NOTES
DEMOLITION NOTES
APWA AMERICAN PUBLIC WORKS ASSOCIATION
AR ACCESSIBLE ROUTE
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWWA AMERICAN WATER WORKS ASSOCIATION
BOS BOTTOM OF STEP
BVC BEGIN VERTICAL CURVE
C CURVE
CB CATCH BASIN
CF CURB FACE OR CUBIC FEET
CL CENTER LINE
CO CLEAN OUT
COMM COMMUNICATION
CONC CONCRETE
CONT CONTINUOUS
DIA DIAMETER
DIP DUCTILE IRON PIPE
ELEC ELECTRICAL
ELEV ELEVATION
EOA EDGE OF ASPHALT
EVC END OF VERTICAL CURVE
EW EACH WAY
EXIST EXISTING
FF FINISH FLOOR
FG FINISH GRADE
FH FIRE HYDRANT
FL FLOW LINE OR FLANGE
GB GRADE BREAK
GF GARAGE FLOOR
GV GATE VALVE
HC HANDICAP
HP HIGH POINT
IRR IRRIGATION
ISPWC IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
K RATE OF VERTICAL CURVATURE
LD LAND DRAIN
LF LINEAR FEET
LP LOW POINT
MH MANHOLE
MJ MECHANICAL JOINT
NG NATURAL GROUND
NIC NOT IN CONTRACT
NO NUMBER
OC ON CENTER
OCEW ON CENTER EACH WAY
OHP OVERHEAD POWER
PC POINT OF CURVATURE OR PRESSURE CLASS
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PL PROPERTY LINE
PRC POINT OF REVERSE CURVATURE
PRO PROPOSED
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
R RADIUS
RD ROOF DRAIN
ROW RIGHT OF WAY
S SLOPE
SAN SWR SANITARY SEWER
SD STORM DRAIN
SEC SECONDARY
SS SANITARY SEWER
STA STATION
SW SIDEWALK
SWL SECONDARY WATER LINE
TBC TOP BACK OF CURB
TOG TOP OF GRATE
TOA TOP OF ASPHALT
TOC TOP OF CONCRETE
TOF TOP OF FOUNDATION
TOW TOP OF WALL
TOS TOP OF STEP
TYP TYPICAL
VC VERTICAL CURVE
WIV WALL INDICATOR VALVE
WL WATER LINE
CO
CO
GV
E
TR
G
IRR
W
T
E
SECTION CORNER
EXISTING MONUMENT
PROPOSED MONUMENT
EXISTING REBAR AND CAP
SET ENSIGN REBAR AND CAP
EXISTING WATER METER
PROPOSED WATER METER
EXISTING WATER MANHOLE
PROPOSED WATER MANHOLE
EXISTING WATER BOX
EXISTING WATER VALVE
PROPOSED WATER VALVE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED FIRE DEPARTMENT CONNECTION
EXISTING SECONDARY WATER VALVE
PROPOSED SECONDARY WATER VALVE
EXISTING IRRIGATION BOX
EXISTING IRRIGATION VALVE
PROPOSED IRRIGATION VALVE
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
EXISTING SANITARY CLEAN OUT
EXISTING STORM DRAIN CLEAN OUT BOX
PROPOSED STORM DRAIN CLEAN OUT BOX
EXISTING STORM DRAIN INLET BOX
EXISTING STORM DRAIN CATCH BASIN
PROPOSED STORM DRAIN CATCH BASIN
EXISTING STORM DRAIN COMBO BOX
PROPOSED STORM DRAIN COMBO BOX
EXISTING STORM DRAIN CLEAN OUT
EXISTING STORM DRAIN CULVERT
PROPOSED STORM DRAIN CULVERT
TEMPORARY SAG INLET PROTECTION
TEMPORARY IN-LINE INLET PROTECTION
ROOF DRAIN
EXISTING ELECTRICAL MANHOLE
EXISTING ELECTRICAL BOX
EXISTING TRANSFORMER
EXISTING UTILITY POLE
EXISTING LIGHT
PROPOSED LIGHT
EXISTING GAS METER
EXISTING GAS MANHOLE
EXISTING GAS VALVE
EXISTING TELEPHONE MANHOLE
EXISTING TELEPHONE BOX
EXISTING TRAFFIC SIGNAL BOX
EXISTING CABLE BOX
EXISTING BOLLARD
PROPOSED BOLLARD
EXISTING SIGN
PROPOSED SIGN
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING FLOW DIRECTION
EXISTING TREE
DENSE VEGETATION
EXISTING EDGE OF ASPHALT
PROPOSED EDGE OF ASPHALT
EXISTING STRIPING
PROPOSED STRIPING
EXISTING FENCE
PROPOSED FENCE
EXISTING FLOW LINE
PROPOSED FLOW LINE
GRADE BREAK
EXISTING STORM DRAIN LINE
PROPOSED STORM DRAIN LINE
ROOF DRAIN LINE
CATCHMENTS
HIGHWATER LINE
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER LINE
PROPOSED SAN. SWR. SERVICE LINE
EXISTING LAND DRAIN LINE
PROPOSED LAND DRAIN LINE
PROPOSED LAND DRAIN SERVICE LINE
EXISTING CULINARY WATER LINE
PROPOSED CULINARY WATER LINE
PROPOSED CULINARY WATER SERVICE LINE
EXISTING SECONDARY WATER LINE
PROPOSED SECONDARY WATER LINE
PROPOSED SEC. WATER SERVICE LINE
EXISTING IRRIGATION LINE
PROPOSED IRRIGATION LINE
EXISTING OVERHEAD POWER LINE
EXISTING ELECTRICAL LINE
EXISTING GAS LINE
EXISTING TELEPHONE LINE
ACCESSIBLE ROUTE
SAW CUT LINE
STRAW WATTLE
TEMPORARY BERM
TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
EXISTING WALL
PROPOSED WALL
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDABLE AREA WITHIN SETBACKS
PUBLIC DRAINAGE EASEMENT
EXISTING ASPHALT TO BE REMOVED
PROPOSED ASPHALT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPOSED REVERSE PAN CURB AND GUTTER
TRANSITION TO REVERSE PAN CURB
CONCRETE TO BE REMOVED
EXISTING CONCRETE
PROPOSED CONCRETE
BUILDING TO BE REMOVED
EXISTING BUILDING
PROPOSED BUILDING
WV
S
D
x
X
IRR
swv
WM
WM
W
H Y D
H Y D
D
D
D
S
IRR
swv
WV
W
sd
SD
XXXX.XX
TBC
XXXX.
X
X
TBC
ss
sw
SS
SW
W
IRR
irr
w
SS
W W
SW
ld
LD
LOD
SF
LEGEND
TRAFFIC
e
g
t
HWL
FR
CABLE
ohp
LD
NOTE: MAY CONTAIN SYMBOLS THAT ARE NOT USED IN THIS PLAN SET.
RD
D
AR
C-001
GENERAL NOTES
S
S
S
S
S
S
S
EE
GV
WV
WV
WV
H Y D
WV
H Y D
H Y D
WV
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
ssssssssssssss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
x
gggg g g g g g
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
12
3
3
3
3
3
5
4
4
6
START
6
6
6
6
88
8
8
88
TYP.TYP.
88
TYP.TYP.
7
6
7
8
8
TYP.
8
TYP.
6
8
TYP.
8
TYP.
4
STEGELMEIER LANE
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
4.ALL CONSTRUCTION SIGNAGE, BARRICADES, TRAFFIC CONTROL DEVICES, ETC. SHALL CONFORM TO THE
LATEST EDITION OF THE M.U.T.C.D. THE CONTRACTOR WILL MAINTAIN SUCH SO THAT THEY ARE PROPERLY
PLACED AND VISIBLE AT ALL TIMES.
5.SIDEWALKS AND CURBS DESIGNATED TO BE DEMOLISHED SHALL BE DEMOLISHED TO THE NEAREST
EXPANSION JOINT, MATCHING THESE PLANS AS CLOSELY AS POSSIBLE.
6.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
1
2
3
4
5
7
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE A CLEAN EDGE FOR THE TRANSITION BETWEEN
EXISTING AND PROPOSED ASPHALT PAVEMENT.
REMOVE AND PROPERLY DISPOSE OF EXISTING ASPHALT PAVEMENT.
REMOVE AND PROPERLY DISPOSE OF EXISTING GRAVEL.
REMOVE AND PROPERLY DISPOSE OF EXISTING FIRE HYDRANT (REUSE IF POSSIBLE).
REMOVE AND PROPERLY DISPOSE OF EXISTING SIGN.
REMOVE AND RELOCATE EXISTING POWER POLES AND OVERHEAD POWER LINES. COORDINATE WITH LOCAL
POWER COMPANY AND ELECTRICAL CONSULTANT.
REMOVE AND RELOCATE EXISTING COMMUNICATION BOX. COORDINATE WITH LOCAL COMMUNICATION
COMPANY.
PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, SIGNS, ETC. (TYPICAL UNLESS
OTHERWISE NOTED).
6
8
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.80
80 40 80 160 C-100
DEMOLITION PLAN
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
BARN
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
STEGELMEIER LANE
PHASE
3
FUTUR
E
PH
A
S
E
3
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
P
H
A
S
E
3
F
U
T
U
R
E
PH
A
S
E
1
PHASE 2
PHASE 3
P
H
A
S
E
2
PHASE 3
FUTURE
PH
A
S
E
3
FU
T
U
R
E
PH
A
S
E
1
FU
T
U
R
E
PH
A
S
E
1
PHASE 2
FUTU
R
E
PH
A
S
E
2
PHASE 3
F
U
T
U
R
E
PHAS
E
1
FUTURE
PHASE 2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
1
P
H
A
S
E
3
F
U
T
U
R
E
P
H
A
S
E
2
F
U
T
U
R
E
FU
T
U
R
E
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
3
PH
A
S
E
2
PH
A
S
E
3
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.80
80 40 80 160 C-200
OVERALL SITE PLAN
PARKING DATA TABLE
STANDARD STALLS 529
HANDICAP-ACCESSIBLE STALLS 11
TOTAL STALLS 540
SITE SUMMARY TABLE
DESCRIPTION AREA (SF)PERCENTAGE
PAVEMENT 228,165 21.1%
ROOF 128,256 37.5%
LANDSCAPING 252,198 41.4%
TOTAL SITE 608,619
13.97 ACRES 100%
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
5
1
14
9
EX
I
S
T
I
N
G
E
D
G
E
O
F
A
S
P
H
A
L
T
PR
O
P
O
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E
D
R
O
W
/
P
R
O
P
E
R
T
Y
L
I
N
E
EX
I
S
T
I
N
G
R
O
W
/
P
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P
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L
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N
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EX
I
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A
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P
H
A
L
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T
R
A
I
L
13
4
6
6
13
8
21
21
20
20
16
20
17
16
16
16
TYP
5
5.0
'
7.0
'
26.
0
'
2.5
'
4
21 13
:
1
T
A
P
E
R
12.
0
'
14.
0
'
5.0'
5
.
5
'
6
2
.
5
'
2
.
0
'
5.5'
62.
5
'
2.0'
17.
5
'
5.0'
7.0'
2.5'
12.
0
'
12.
0
'
14.
0
'
12.
0
'
2.5'
1
9
.
0
'
T
Y
P
9.0'
TYP
12.0'
19.
0
'
TY
P
9.0
'
TY
P
PHASE
3
FUTUR
E
PH
A
S
E
3
26.
0
'
2
6
.
0
'
IMPROVEMENTS WITHIN THIS
AREA ARE TO BE COMPLETED
BY REXBURG CITY
19
FUTURE CURB AND GUTTER
FUTURE SIDEWALK
FUTURE ASPHALT
15
68
.
0
'
SE
E
D
E
T
A
I
L
2
S
H
E
E
T
C
-
7
0
0
TYP
2
TYP
2
TYP
24
PH
A
S
E
1
3
18
PH
A
S
E
1
PH
A
S
E
1
25
STE
G
E
L
M
E
I
E
R
L
A
N
E
OL
D
U
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S
.
H
I
G
H
W
A
Y
1
9
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-201
SITE PLAN
SEE DRAWING C-203SEE DRAWING C-203
SE
E
D
R
A
W
I
N
G
C
-
2
0
2
SE
E
D
R
A
W
I
N
G
C
-
2
0
2
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
STEGELMEIER LANE
11
15
4 4
6
6 13
98
4
9
4
1313
10
8
9
4
4
13
4
4
6
4
.
5
'
1
9
.
0
'
9.0'
TYP
T
Y
P
1
9
.
0
'
9.0'
TYP
T
Y
P
2
6
.
0
'
32.5'
22
2
.
5
'
7
.
0
'
5
.
0
'
7
.
9
'
2
.
0
'
6
2
.
5
'
1
9
.
0
'
9.0'
TYP
T
Y
P
1
9
.
0
'
9.0'
TYP
T
Y
P
9.7'5.0'7.0'2.5'30.0'
5
.
5
'
17.3'
1
8
.
5
'
5
.
5
'
5.0'
5.0'5.0'
5.0'
1
2
.
6
'
2
3
.
0
'
23
8.0'
16
TYP
P
H
A
S
E
3
F
U
T
U
R
E
PHASE 3
FUTURE
10
2
6
.
0
'
2
6
.
0
'
6
8
.
0
'
S
E
E
2
/
C
-
7
0
0
68.0'
SEE 2/C-700
2
2
25
2
2
15
19 16
TYP
ST
O
N
E
B
R
I
D
G
E
ST
R
E
E
T
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-202
SITE PLAN
SEE DRAWING C-204SEE DRAWING C-204
SE
E
D
R
A
W
I
N
G
C
-
2
0
1
SE
E
D
R
A
W
I
N
G
C
-
2
0
1
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
TYPE-A (30 UNITS)
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
1
1
1
14
8
4
4
8
4
4
4
UN
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
8
6
4
5
EXISTING ROW LINE
EX
I
S
T
I
N
G
A
S
P
H
A
L
T
T
R
A
I
L
EX
I
S
T
I
N
G
E
D
G
E
O
F
A
S
P
H
A
L
T
PR
O
P
O
S
E
D
R
O
W
/
P
R
O
P
E
R
T
Y
L
I
N
E
EX
I
S
T
I
N
G
R
O
W
/
P
R
O
P
E
R
T
Y
L
I
N
E
6
13
EXISTING FENCE
13
4
4
19
4
4
8
413
199
9
16
TYP
19.
0
'
9.0
'
TY
P
TY
P
5.5'
62.
5
'
2.0'
17.
5
'
5.0'
7.0'
2.5'
2.5'
12.
0
'
12.
0
'
14.
0
'
12.
0
'
5.5
'
43.
5
'
3.0
'
17.
5
'
5.5
'
23.
0
'
18.
5
'
18.
5
'
19.
0
'
9.0'
TY
P
TY
P
21
21
R125'
5.0'
2.0'
62.
0
'
5.0'
8.0
'
5.0
'
5.0'
5.0'
5
.
0
'
22
23
23
21.
0
'
2.0
'
18.
5
'
5.0
'
2.0
'
16
TYP
PH
A
S
E
1
PH
A
S
E
3
PHASE
1
PHASE
3
24.
0
'
11
10
26.
0
'
9
2
2
26.
0
'
25
3
2
25
25
8
20.
0
'
19.
5
'
25
2
2
PH
A
S
E
1
PH
A
S
E
3
16
18
20
16
24
16
17 20
18 16
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-203
SITE PLAN
SEE DRAWING C-201SEE DRAWING C-201
SE
E
D
R
A
W
I
N
G
C
-
2
0
4
SE
E
D
R
A
W
I
N
G
C
-
2
0
4
SEE DRAWING C-206SEE DRAWING C-206
KEYMAP
NOT TO SCALE
SE
E
D
R
A
W
I
N
G
C
-
2
0
5
POOL &
HOT TUB
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
BARN
19.0'
9
.
0
'
T
Y
P
TYP
5.0'7.0'2.5'30.0'
5
.
5
'
1
7
.
5
'
3
.
0
'
2
3
.
0
'
3
.
0
'
1
7
.
5
'
5
.
5
'
5.5'43.5'3.0'17.5'5.5'
5
.
0
'
5
.
0
'
5
.
0
'
5
.
0
'
5
.
0
'
5.0'
5.0'
5.0'
5
.
0
'
5
.
0
'
5
.
0
'
5
.
0
'
5.0'
5
.
0
'
5.5'
TYP
TYP
TYP
1
9
.
0
'
T
Y
P
9.0'
PHASE 2
PHASE 3
PH
A
S
E
2
PH
A
S
E
3
PHASE 2
PHASE 3
P
H
A
S
E
1
P
H
A
S
E
2
P
H
A
S
E
3
F
U
T
U
R
E
P
H
A
S
E
2
F
U
T
U
R
E
1
1
14
4
4
4
5
4
4
6
11
6
11
4
5
4
4
8
13
13
4
13
4
R125'
10
13
11
11
8
8
9
88
16
16
16
16
25 25
2
25
3
15
68.0'
SEE 2/C-700
15
25
19
24.5'3.0'17.5'5.5'
25 2
225TYP TYP
12
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
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G
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B
U
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,
I
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H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-204
SITE PLAN
SEE DRAWING C-207SEE DRAWING C-207
SE
E
D
R
A
W
I
N
G
C
-
2
0
3
SE
E
D
R
A
W
I
N
G
C
-
2
0
3
SEE DRAWING C-202SEE DRAWING C-202
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
5
2.5'
2.5'
12.
0
'
12.
0
'
14.
0
'
12.
0
'
24.
0
'
21
13
4
19
16
17
16
26
6
7.0'
21
16
17
20
12.0'
FU
T
U
R
E
PH
A
S
E
1
24
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-205
SITE PLAN
SEE DRAWING C-208SEE DRAWING C-208
SE
E
D
R
A
W
I
N
G
C
-
2
0
6
SE
E
D
R
A
W
I
N
G
C
-
2
0
6
SE
E
D
R
A
W
I
N
G
C
-
2
0
3
KEYMAP
NOT TO SCALE
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
1 1
1
4
4
4
13
13
10
6
5
1
4
8
5.5
'
43.
5
'
3.0
'
17.
5
'
5.5
'
5.0'
64.
0
'
5.0'
21.
0
'
19
.
0
'
9.2'
TYP
TY
P
23.
0
'
19.
5
'
9.0
'
TY
P
TYP
TY
P19
.
0
'
TYP
9.2'
5.0
'
7.0
'
2.5
'
25
.
0
'
6
12.
0
'
12.
0
'
2.5'
2.5'
7.0'
5.0'
17.
5
'
2.0'
2.0
'
12.
0
'
5.0
'
7.0
'
2.5
'
50.
0
'
2.5
'
7.0
'
5.0
'
62.
5
'
5.5'
4
11
13
19
13
19
11
9
19
4
19.
0
'
9.0
'
TY
P
TY
P
2222
5.0'
5.0'
5.0'
5.0'
5.5'
16
TYP
5.0'
5.0'
5.0'
5.0'
23
13
16
TYP
1
2
.
0
'
16
TYP
5
FU
T
U
R
E
PH
A
S
E
1
FUT
U
R
E
PHA
S
E
1
2
2
8
25
24
.
5
'
2
25
11
2
25
8
2
2
26.
0
'
17.
5
'
10
24
24
24
79
.
0
'
SE
E
1
/
C
-
7
0
0
16
27
20 8
10
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
12
12
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-206
SITE PLAN
SEE DRAWING C-203SEE DRAWING C-203
SE
E
D
R
A
W
I
N
G
C
-
2
0
7
SE
E
D
R
A
W
I
N
G
C
-
2
0
7
SE
E
D
R
A
W
I
N
G
C
-
2
0
5
SE
E
D
R
A
W
I
N
G
C
-
2
0
5
SE
E
D
R
A
W
I
N
G
C
-
2
0
8
KEYMAP
NOT TO SCALE
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
1
1
1
1
14
4
4
4
13
13
5
6
11
8
5
4
1
13
13
5
.
0
'
7
.
0
'
2
.
5
'
2
5
.
0
'
1
2
.
0
'
2
.
0
'
5.5'24.5'3.0'17.5'5.5'
19.0'
9
.
0
'
T
Y
P
TYP
19
.
0
'
9.0'
TYP
TY
P
22
5.5'24.5'3.0'17.5'5.5'
5.
5
'
24
.
5
'
3.
0
'
17
.
5
'
5.
5
'
3.0'
27.0'
3.0'
18.5'
5.5'
19
2
3
.
0
'
19 23.0'
5.0'7.0'2.5'30.0'
22
4
19.0'
9
.
0
'
TYP
T
Y
P
10.0'
9
9
9
11
13
13
19
19
10
23
23
16
TYP
16
TYP
23
5
.
0
'
5
.
0
'
5
.
0
'
5
.
0
'
12.
0
'
27.0'
2
.
0
'
1
8
.
5
'
5
.
0
'
2
.
0
'
20.0'
TYP
9.0
'
TY
P
5
.
0
'
5
.
0
'
5
.
0
'
10.5'
23.5'
2
3
.
5
'
18.5'
16
TYP
8
8
8
5.0'
5.0'
5.0'
5.0'
4
FUTURE
PHASE 2
FUTURE
PHASE 2
FU
T
U
R
E
PH
A
S
E
2
PHASE 2
PHASE 1
PH
A
S
E
2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
1
68.0'
SEE 2/C-700
7
9
.
0
'
S
E
E
1
/
C
-
7
0
0
2
2
25
25
26
.
0
'
25
2 2
22
2
24
15
15
6
3
26.0'
11
10
8
25
25
6
19.0'
19
.
0
'
26.0'
19.0'
THOMSON FARMS ROAD
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
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M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-207
SITE PLAN
SE
E
D
R
A
W
I
N
G
C
-
2
0
5
SE
E
D
R
A
W
I
N
G
C
-
2
0
5
SEE DRAWING C-204SEE DRAWING C-204
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
14.
0
'
12.
0
'
12.
0
'
2.5'
2.5'
7.0'
21
16
17
16
18
26
6
FU
T
U
R
E
PH
A
S
E
1
24
8:1
T
A
P
E
R
12.
0
'
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-208
SITE PLAN
SEE DRAWING C-205SEE DRAWING C-205
SE
E
D
R
A
W
I
N
G
C
-
2
0
6
KEYMAP
NOT TO SCALE
S
S
S
S
S
S
S
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
ssssssssssss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
x
FF=4876.40
FF=4875.90
FF=4875.72
FF=4876.85
FF=4875.55
FF=4876.08
FF=4876.65
FF=4877.55
FF=4876.36
FF=4875.20
FF=4877.30
FF=4876.80
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
BARN
FF=4876.90
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
4875
4875
4875
4875
4875
4875
4876
48
7
6
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8
7
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7
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48
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4875
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4875
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8
7
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4876
4876
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4875
48
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4875
4874 4875
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4
8
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6
4
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4875
48
7
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487
6
4877
487
5
48
7
5
48
7
4
4
8
7
5
48744874
4873 4874
48
7
4
487
5
4874
4
8
7
4
48
7
4
4873
4874
48
7
5
487
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48
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487
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4875
48
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4875
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4873
48
7
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4873
OL
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1
9
1
STEGELMEIER LANE
THOMSON F
A
R
M
S
R
O
A
D
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
48
7
5
PHASE
3
FUTUR
E
PH
A
S
E
3
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
P
H
A
S
E
3
F
U
T
U
R
E
PH
A
S
E
1
PHASE 2
PHASE 3
P
H
A
S
E
2
PHASE 3
FUTURE
PH
A
S
E
3
FU
T
U
R
E
PH
A
S
E
1
FU
T
U
R
E
PH
A
S
E
1
PHASE 2
FUT
U
R
E
PH
A
S
E
2
PHASE 3
F
U
T
U
R
E
PHA
S
E
1
FUTURE
PHASE 2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
1
P
H
A
S
E
3
F
U
T
U
R
E
P
H
A
S
E
2
F
U
T
U
R
E
FU
T
U
R
E
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
3
PH
A
S
E
2
PH
A
S
E
3
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.80
80 40 80 160 C-300
OVERALL GRADING
PLAN
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
74.49
TBC
74.62
TBC
75.24
TBC
75.73
TBC
75.49
TBC
75.39
TBC 75.58
TBC
75.51
TBC
76.14
TOC75.94
TOC 76.68
TOC
76.71
TOC
75.58
TBC
75.47
TOC
74.21
TOC
74.77
TBC
74.42
TBC
74.82
TOC
74.96
TOC
74.44
TOC
74.42
TOC
74.77
TOA
74.90
TOA
75.41
TOA
74.56
TOA
7
5
.
6
0
T
O
A
7
5
.
7
7
T
O
A
7
5
.
7
0
T
O
A
7
5
.
7
7
T
O
A
7
5
.
8
0
T
O
A
7
5
.
8
4
T
O
A
75.51
TOA
75.18
TOA
74.85
TOA
7
5
.
6
6
T
O
A
7
5
.
6
6
T
O
A
7
5
.
6
2
T
O
A
74.44
TOC
74.68
TOC
74.91
TOC
75.15
TOC
75.23
TBC
75.61
TBC/HP
75.30
TBC/LP
75.36
TBC
75.77
TOC
75.56
TOC
74.30
TBC
74.54
TBC
74.08
TBC
74.20
TBC
74.44
TBC
74.67
TBC
74.91
TBC
74.92
TBC
75.20
TOA
73.90
TOA
74.13
TOA
74.36
TOA
74.60
TOA
74.84
TOA
76.45
TOC
75.82
TOC
PHAS
E
3
FUTU
R
E
PH
A
S
E
3
D
487
6
487
6
48
7
5
487
4
4875
4875
487
5
48
7
5
487
5
48
7
5
4
8
7
4
4875
48
7
6
48
7
4
48
7
7
48
7
5
PH
A
S
E
1
75.49
TBC/HP
73.99
TBC STE
G
E
L
M
E
I
E
R
L
A
N
E
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
74.50
TOA
74.31
TOA
74.03
TOA
74.26
TOA
74.49
TOA
74.73
TOA
75.27
TOA
74.92
TOA
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-301
GRADING PLAN
D. COWLEY
SEE DRAWING C-303SEE DRAWING C-303
SE
E
D
R
A
W
I
N
G
C
-
3
0
2
SE
E
D
R
A
W
I
N
G
C
-
3
0
2
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
75.53
TBC
75.42
TBC
75.54
TBC
75.91
TBC
75.97
TBC
75.75
TBC 75.74
TOC
75.71
TOC
76.36
TOC
76.37
TOC
77.12
TOC
76.61
TOC
77.09
TOC
76.98
TOC
76.96
TOC
76.74
TOC
76.62
TBC
76.65
TBC
77.11
TOC
77.08
TOC
77.03
TOC
76.99
TOC
77.22
TOC
77.19
TOC
77.14
TOC
77.10
TOC
77.07
TOC
77.04
TOC
76.78
TOC
76.77
TOC
75.93
TOC 76.09
TBC
76.10
TBC
75.88
TBC
75.76
TBC 75.98
TBC
75.91
TBC
76.06
TBC
75.95
TBC
75.89
TBC
75.98
TBC
76.47
TOC
74.58
TBC
74.66
TBC
74.86
TBC
75.28
TBC
75.30
TBC
75.26
TBC
74.72
TBC
75.38
TBC
75.63
TBC
75.56
TBC
75.31
TBC
75.39
TBC
75.40
TOC
75.99
TOC
75.45
TBC
75.36
TBC
75.30
TBC
75.42
TBC
75.41
TBC
75.42
TOC
76.65
TBC
76.75
TBC
76.46
TBC
76.40
TBC
75.14
TBC
74.99
TBC
75.25
TBC
74.90
TBC
75.15
TOC
75.53
TOC
75.56
TOC
74.99
TOA
75.84
TOA
75.87
TOA
75.60
TBC
76.15
TOC
75.12
TBC 76.07
TBC
75.49
TOC
75.25
TBC
74.42
TBC
75.73
TOC
75.49
TBC
74.49
TBC
75.64
TOC
75.40
TBC
74.79
TBC
75.35
TOC
75.11
TBC
75.09
TBC
75.42
TOC
75.18
TBC
75.39
TBC
76.08
TOC
75.84
TBC
75.68
TBC
76.34
TOC
76.10
TBC
75.64
TBC
75.87
TOC
75.63
TBC
75.35
TBC
75.37
TOC
75.13
TBC
75.94
TOC
76.91
TOC
76.61
TOC
77.20
TOC
76.87
TOC
75.62
TOA
75.92
TOA
75.96
TOA
75.66
TOA
75.36
TOA
75.06
TOA
74.76
TOA
74.69
TOA
74.98
TOA
75.18
TOA
75.33
TOA
75.03
TOA
75.11
TOA
75.76
TOA
76.03
TOA
75.55
TOA
75.05
TOA
75.49
TOC
75.19
TOC
75.47
TOC
75.54
TOA
75.41
TOA
74.79
TOA
75.09
TOA
PHASE 3
FUTURE
P
H
A
S
E
3
F
U
T
U
R
E
48
7
5
48
7
5
4875
4875
4876
4875
4876
487
5
487
6
4875
STEGELMEIER LANE
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
D
DD
D
D
76.13
TBC/HP
76.06
TOA/HP
75.06
TBC/LP
74.98
TOA/LP
75.25
TBC
75.18
TOA/LP
75.51
TBC/HP
75.44
TOA/HP
4874
4
8
7
5
487
4
487
4
4875 48754875
74.39
TBC/LP
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-302
GRADING PLAN
D. COWLEY
SEE DRAWING C-304SEE DRAWING C-304
SE
E
D
R
A
W
I
N
G
C
-
3
0
1
SE
E
D
R
A
W
I
N
G
C
-
3
0
1
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
FF=4876.65
FF=4876.80
TYPE-A (30 UNITS)
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
74.34
TBC 74.56
TBC
74.77
TBC
74.74
TBC
74.55
TBC
74.66
TBC
74.70
TBC
74.38
TBC
74.24
TBC
74.48
TBC
74.51
TBC
74.39
TBC
75.04
TBC
74.81
TBC
74.92
TBC
74.51
TOC 74.90
TOC
74.89
TOC
75.85
TOC75.82
TOC
76.17
TOC
76.19
TOC
75.70
TOC
75.71
TOC
75.62
TOC
75.58
TOC
75.64
TOC
74.80
TOC
74.85
TOC
74.89
TOC 74.88
TOC
75.44
TOC
75.49
TOC
75.60
TOC
75.53
TOC
76.01
TOC
75.95
TOC
76.01
TOC
76.03
TOC
76.34
TOC
76.37
TOC 76.36
TOC76.41
TOC
75.84
TOC 75.81
TOC
76.03
TOC 76.04
TOC
75.50
TOC 75.53
TOC
75.60
TOC
75.61
TOC
74.76
TOC
74.85
TOC
74.82
TOC 74.78
TOC
75.14
TOC
75.14
TOC
74.95
TOC
74.99
TOC
75.26
TOC
75.26
TOC
74.42
TOC74.40
TOC
74.31
TBC
74.34
TBC
74.36
TBC
74.29
TBC
75.02
TBC
74.99
TBC
74.97
TBC
75.52
TOC
75.56
TOC
75.62
TOC
75.66
TOC
75.77
TOC
75.73
TOC
75.67
TOC
75.63
TOC
75.73
TBC
75.04
TBC 75.16
TBC
75.33
TBC
75.45
TBC 75.36
TBC
75.23
TBC
75.83
TBC
74.78
TBC
74.84
TBC
74.62
TBC
74.69
TBC
74.25
TBC
74.52
TBC
74.25
TBC
75.10
TOC
74.61
TOC
74.78
TOC
75.81
TOC
75.78
TOC
75.66
TBC
75.55
TBC 75.52
TBC
75.49
TBC
75.34
TBC
75.31
TBC
75.27
TBC
75.40
TOC
75.35
TOC
75.34
TOC
75.41
TOC
75.55
TOC
75.49
TOC
73.96
TBC
73.66
TBC
73.58
TBC
73.88
TBC
74.02
TBC
73.85
TOA
74.15
TOA
74.29
TOA
74.67
TOA
74.64
TOA
74.23
TOA
73.85
TOA
73.69
TOA
73.94
TOA
74.24
TOA
74.54
TOA
74.79
TOA
74.64
TOA
74.34
TOA
74.35
TOA
75.46
TOC
75.42
TOC
74.36
TBC
75.10
TBC/LP
75.37
TOC
74.07
TBC
75.20
TOA
76.00
TOC
75.47
TOC
75.17
TBC
75.35
TBC
74.85
TOC
74.98
TOC
7
5
.
5
8
T
O
A
75.18
TOC
74.94
TOC
75.48
TOC
75.89
TOC
75.59
TOC
75.59
TOC
75.55
TOC
75.67
TOC
75.72
TOC
75.56
TOC
76.20
TOC 76.20
TOC
76.23
TOC 76.23
TOC
76.18
TOC
76.18
TOC
76.18
TOC
76.18
TOC
75.78
TOC
75.81
TOC
75.23
TBC
75.38
TOC
75.41
TOC
75.42
TBC
74.07
TBC
74.54
TBC
74.51
TBC
75.29
TOC
77.11
TOC
77.11
TOC
PH
A
S
E
1
PH
A
S
E
3
PHASE
1
PHASE
3
487
5
487
4
4875
4872
487
3
4874
4876
48
7
4
487
4
4
8
7
5
4
8
7
5
48
7
6
48
7
6
48
7
5
48
7
4
48
7
5
48
7
5
4874
48
7
4
487
5
48
7
5
487
4
487
4
48
7
4
487
4
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
7
5
.
5
2
T
O
A
7
5
.
4
0
T
O
A
7
5
.
3
9
T
O
A
7
5
.
3
9
T
O
A
7
5
.
3
4
T
O
A
7
5
.
3
4
T
O
A
7
5
.
5
0
T
O
A
7
5
.
6
1
T
O
A
PH
A
S
E
1
PH
A
S
E
3
D
D
D
75.03
TBC/LP
75.30
TBC/HP
74.98
TBC/LP
74.98
TBC/LP
74.98
TBC/LP
75.18
TBC/LP
75.23
TBC/HP
75.25
TBC/HP
75.25
TBC/HP
75.39
TBC/HP
74.01
TBC/LP
74.42
TBC/LP
73.41
TBC/LP
74.52
TBC/HP
487
5
487
648
7
4
4874
4874
71.34
TOG
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-303
GRADING PLAN
D. COWLEY
SEE DRAWING C-301SEE DRAWING C-301
SE
E
D
R
A
W
I
N
G
C
-
3
0
4
SE
E
D
R
A
W
I
N
G
C
-
3
0
4
SEE DRAWING C-306SEE DRAWING C-306
KEYMAP
NOT TO SCALE
FF=4876.85
FF=4877.55
FF=4877.30
POOL &
HOT TUB
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
BARN
FF=4876.90
74.85
TBC
75.30
TBC
75.44
TBC
75.85
TBC
75.14
TBC
75.32
TBC
75.41
TOC
75.38
TOC
75.46
TOC
75.48
TBC
75.59
TBC
75.61
TBC
74.98
TBC
74.92
TBC
74.67
TBC
75.22
TBC75.37
TBC
75.42
TBC
74.98
TBC
74.73
TBC
75.09
TBC
75.09
TBC
75.18
TBC
75.23
TBC
75.38
TBC
75.76
TBC
75.93
TBC
75.03
TBC 74.91
TBC
75.18
TBC
75.03
TBC
74.79
TBC
74.96
TBC
74.98
TBC
75.01
TBC
75.11
TBC
75.17
TBC
75.27
TBC
75.50
TBC
75.35
TBC75.12
TBC
75.00
TBC
74.97
TBC
75.54
TBC
75.78
TOC
75.81
TOC 75.68
TOC
76.09
TBC
75.97
TBC
75.38
TBC
75.50
TBC
75.71
TBC
75.64
TBC
75.66
TBC
75.69
TBC
75.65
TOC
75.62
TOC
76.01
TOC
76.05
TOC
75.47
TOC
75.29
TOC
75.60
TOC
75.64
TOC 75.21
TOC
75.24
TOC
75.01
TOC
75.25
TOC
75.26
TOC
74.77
TOC
74.68
TOC
74.71
TOC
74.57
TOC
74.56
TOC
75.76
TOC
75.85
TOC
76.05
TOC
76.07
TOC
76.64
TOC
76.60
TOC
76.41
TOC
76.28
TOC
76.31
TOC
76.40
TOC
76.75
TOC 76.75
TOC
75.82
TOC
75.80
TOC
75.65
TOC
75.67
TOC
76.51
TOC76.55
TOC
76.56
TOC
76.51
TOC
76.47
TOC
76.54
TOC
76.83
TOC
76.83
TOC
76.68
TOC
76.72
TOC
76.83
TOC
76.83
TOC
76.91
TOC
76.91
TOC
76.84
TOC
76.83
TOC
76.86
TOC
76.86
TOC
76.68
TOC
76.66
TOC
76.27
TOC
76.27
TOC
76.38
TOC
76.38
TOC
75.89
TOC
75.92
TOC
76.02
TOC
76.05
TOC
76.28
TOC
76.27
TOC
76.38
TOC
76.38
TOC
76.25
TOC
76.27
TOC
76.44
TOC
76.43
TOC
76.10
TOC
75.65
TOC
75.57
TOC
75.51
TOC
77.11
TOC
77.11
TOC
73.94
TOC/FL
75.51
TOC
76.48
TOC
76.70
TOC
76.68
TOC
76.35
TOC
76.01
TOC
75.66
TOC
74.08
TOC/FL
74.42
TOC/FL
75.10
TOA
75.44
TOA
75.46
TOA
75.23
TOA
75.33
TOA
75.54
TOA/HP
74.63
TOA
74.92
TOA
75.22
TOA
75.52
TOA
75.82
TOA
76.11
TOA
76.05
TOA
75.75
TOA
75.30
TOA
75.54
TOA
75.51
TOA
75.84
TOA
75.90
TOA
75.61
TOA
75.31
TOA
75.02
TOA
74.71
TOA
74.42
TOA
74.81
TOC
75.10
TOC
75.40
TOC
75.70
TOC
76.29
TOC
74.77
TOC/FL
75.10
TOC/FL
74.90
TOC/FL
75.00
TOC/FL
75.21
TOC/FL
74.19
TOC/LP
74.59
TOC/FL
74.86
TOC/FL
74.59
TOC/FL
74.86
TOC/FL74.53
TOA/LP
74.92
TOA
75.19
TOA
75.76
TOC
75.73
TOC
76.18
TOC
76.10
TOC
75.33
TOC
75.30
TOC
76.83
TOC
76.87
TOC
75.60
TBC
75.59
TBC
74.92
TOC
74.67
TBC
75.38
TOC
75.19
TOC
74.98
TOC
74.92
TOC
75.65
TBC
76.10
TOC
75.75
TOC
76.05
TBC
76.00
TBC
75.69
TBC
75.93
TOC
76.23
TOC
76.29
TOC
75.16
TBC
75.69
TOC
75.45
TBC
75.28
TOC
75.65
TOC
75.83
TOC
75.49
TOC
75.15
TOC
74.76
TOA
74.33
TOA
75.54
TOC
75.05
TOC
75.78
TOC
75.75
TOC
75.44
TOC
74.93
TOC
76.92
TOC
76.93
TOC
76.60
TOC
76.71
TOC
75.12
TOC/FL
75.46
TOA
76.19
TOC
75.96
TOC
75.28
TOC
PHASE 2
PHASE 3
PH
A
S
E
2
PH
A
S
E
3
PHASE 2
PHASE 3
P
H
A
S
E
1
P
H
A
S
E
2
P
H
A
S
E
3
F
U
T
U
R
E
P
H
A
S
E
2
F
U
T
U
R
E
4
8
7
5
4
8
7
2
48
7
2
4
8
7
3
4
8
7
4
4
8
7
6
48
7
6
4
8
7
6
48
7
5
4876
4
8
7
5
4
8
7
6
4875487
5
4
8
7
7
48
7
4
4874
487
5
4875
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
D
D
D
76.09
TBC/HP
76.15
TOA/HP
75.94
TOA/HP
74.53
TBC/LP
74.59
TOA/LP
71.34
TOG
71.34
TOG
71.34
TOG
76.68
TOC/HP
75.22
TOA/LP
76.36
TOC/LP
74.89
TOC/LP
75.84
TOC/LP
74.19
TOC/LP
4
8
7
6
4872
487
5
PHASE 1
PHASE 3
75.60
TBC
76.65
TOC/HP
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-304
GRADING PLAN
D. COWLEY
SEE DRAWING C-307SEE DRAWING C-307
SE
E
D
R
A
W
I
N
G
C
-
3
0
3
SE
E
D
R
A
W
I
N
G
C
-
3
0
3
SEE DRAWING C-302SEE DRAWING C-302
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
75.10
TBC
74.99
TBC 74.91
TBC
75.24
TOC
75.34
TOC
75.11
TOC
74.98
TOC
74.76
TBC/LP
74.77
TBC
74.47
TBC
74.17
TBC
7
5
.
3
1
T
O
A
7
5
.
1
8
T
O
A
7
5
.
0
1
T
O
A
7
4
.
8
1
T
O
A
7
4
.
6
1
T
O
A
7
4
.
4
3
T
O
A
7
5
.
4
0
T
O
A
7
5
.
4
6
T
O
A
FU
T
U
R
E
PH
A
S
E
1
487
5
48
7
5
487
5
487
4
48
7
5
48
7
4
48
7
3
487
4
487
3
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
D
D
74.13
TBC/LP
74.39
TBC/HP
74.90
TBC/HP
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-305
GRADING PLAN
D. COWLEY
SEE DRAWING C-308SEE DRAWING C-308
SE
E
D
R
A
W
I
N
G
C
-
3
0
6
SE
E
D
R
A
W
I
N
G
C
-
3
0
3
SE
E
D
R
A
W
I
N
G
C
-
3
0
6
KEYMAP
NOT TO SCALE
FF=4876.08
FF=4876.36
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
75.77
TBC
75.02
TBC
75.10
TBC
75.01
TBC
74.76
TBC
74.45
TBC
74.41
TBC
74.56
TBC
74.81
TBC/LP
74.81
TBC/LP
75.33
TBC
74.84
TBC
73.78
TBC
73.68
TBC
74.13
TBC
75.11
TBC
75.41
TBC
75.49
TBC
75.21
TBC
74.91
TBC
74.87
TBC
75.17
TBC
75.16
TBC
74.85
TBC
75.10
TBC
75.11
TOA
75.36
TOA
75.25
TOA
75.07
TOA
75.15
TOA
75.03
TOA
75.32
TOA
75.35
TOA
75.05
TOA
75.40
TOC
75.87
TOC
75.87
TOC
75.76
TOC
75.49
TOC
75.26
TOC
75.45
TOC
74.93
TOC
74.49
TOC
75.00
TOC
75.47
TOC
75.23
TOC
75.52
TOC
75.75
TOC
75.30
TOC
75.65
TOC
75.18
TOC
75.08
TOC
75.16
TOC
75.11
TOC
75.14
TOC
75.19
TOC
75.22
TOC75.64
TOC
75.64
TOC
74.61
TOC
74.64
TOC74.72
TBC
74.60
TBC 74.76
TBC
74.80
TBC
75.37
TBC
75.28
TBC
74.70
TBC
74.82
TBC
74.80
TBC
74.83
TBC
74.80
TBC
74.83
TBC 74.74
TBC
75.16
TBC
75.68
TOC
75.38
TOC
75.13
TOC
75.43
TOC
75.69
TOC75.67
TOC
75.54
TOC
75.25
TOC
75.15
TOC
74.18
TOC
73.98
TOC/LP
74.47
TOC
74.63
TOC
74.37
TOC
75.64
TOC
75.64
TOC
76.00
TOC
76.00
TOC
75.33
TOC
75.89
TOC
75.89
TOC
75.33
TBC
74.15
TBC
75.03
TBC
75.12
TBC
74.93
TBC
74.88
TBC
75.57
TOC
74.43
TOA
74.97
TOA
75.27
TOA
75.57
TOA
75.65
TOA
75.37
TOA
75.45
TOC
75.15
TOC
75.11
TOC
75.41
TOC
75.39
TOC
74.25
TOC
74.56
TOC
75.64
TOC
75.65
TOC
75.71
TOC
75.70
TOC
75.93
TOC
75.92
TOC
75.97
TOC
75.97
TOC
75.89
TOC
75.05
TOC
75.35
TOC
75.57
TOC
75.48
TBC
75.45
TBC
76.42
TBC
75.98
TBC
75.92
TBC
75.81
TBC75.75
TBC
75.54
TBC75.44
TBC
75.46
TBC
75.51
TBC
75.49
TOC 75.54
TOC
75.71
TOC
76.02
TOC
76.03
TBC
75.75
TBC
75.83
TBC
75.86
TBC
75.63
TBC
75.41
TBC
75.23
TBC 75.31
TBC
75.56
TBC
75.59
TOC
75.61
TOC
75.72
TOC
75.60
TOC
75.80
TOC
74.74
TBC
75.69
TOC
74.71
TOA
74.96
TOA
74.81
TOA
74.51
TOA
74.32
TOA
74.51
TOA
75.48
TBC
75.47
TOC
75.35
TOC
75.65
TOC
75.73
TOC
75.57
TOC
75.84
TOC
75.68
TOC
75.71
TOC
75.80
TOC
75.11
TOC75.00
TOC75.03
TOC75.00
TOC
75.34
TOC
75.31
TOC
75.05
TOC
75.05
TOC
74.18
TOC
75.24
TOC
73.96
TBC
74.04
TBC74.22
TBC74.32
TBC
74.48
TOC
75.15
TOC
75.00
TOC
74.67
TOA
73.17
TOC
73.48
TOC
FU
T
U
R
E
PH
A
S
E
1
FUT
U
R
E
PHA
S
E
1
4
8
7
5
4875
4875
4
8
7
5
4875
4875
48
7
4
48
7
4
4874
4875
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
D
D
75.52
TBC/HP
74.82
TBC/LP
74.82
TBC/LP
74.74
TBC/LP
75.23
TBC/HP
73.06
TOC/LP
74.63
TOC/HP
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-306
GRADING PLAN
D. COWLEY
SEE DRAWING C-303SEE DRAWING C-303
SE
E
D
R
A
W
I
N
G
C
-
3
0
7
SE
E
D
R
A
W
I
N
G
C
-
3
0
7
SE
E
D
R
A
W
I
N
G
C
-
3
0
8
SE
E
D
R
A
W
I
N
G
C
-
3
0
5
SE
E
D
R
A
W
I
N
G
C
-
3
0
5
KEYMAP
NOT TO SCALE
FF=4876.40
FF=4875.90
FF=4875.72
FF=4875.55
FF=4875.20
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
76.07
TBC76.05
TBC
75.65
TBC
75.82
TBC
75.81
TBC75.54
TBC
75.60
TBC
75.04
TBC
75.05
TBC
74.99
TBC
75.21
TBC
75.19
TBC
74.73
TBC
74.72
TBC
74.45
TBC
74.51
TBC
74.67
TOC
74.64
TBC
75.16
TBC
75.56
TOC
74.52
TBC
73.86
TBC
73.93
TBC
74.03
TBC
74.05
TBC
74.51
TBC
74.53
TBC
74.41
TBC
74.48
TBC
74.48
TBC
74.99
TBC
75.04
TBC
74.82
TBC
74.87
TBC
74.63
TBC
74.18
TBC
73.83
TBC
73.85
TBC
73.96
TBC 74.02
TBC
74.06
TOC
73.94
TOC 74.45
TOC
74.26
TOC
74.43
TOA
74.32
TOC
74.25
TBC
74.15
TBC
74.27
TBC74.33
TBC
74.80
TBC
74.84
TBC
75.00
TBC
75.13
TBC
75.12
TBC
75.12
TOC
74.87
TOC
75.07
TBC
74.12
TBC
73.75
TBC
73.78
TBC
73.89
TBC
73.93
TBC
74.03
TBC
74.09
TBC
74.33
TBC
73.72
TBC
74.83
TOA
74.97
TOA 75.10
TOA
75.11
TOA
75.00
TOA
74.86
TOA
74.72
TOA
74.58
TOA
74.44
TOA
74.09
TOA
76.05
TOC
76.10
TOC
76.25
TOC76.28
TOC
76.11
TOC
75.97
TOC
75.83
TOC
76.36
TOC
76.22
TOC
76.34
TOC
75.82
TOC
75.84
TOC 75.80
TOC
75.95
TOC
75.93
TOC
75.73
TOC 75.59
TOC 75.51
TOC 75.45
TOC
75.89
TOC
75.31
TOC
75.89
TOC
75.54
TOC
75.82
TOC
76.00
TOC
75.96
TOC
75.84
TOC
75.80
TOC
75.61
TOC
75.59
TOC
75.37
TOC
75.26
TOC
75.31
TOC
75.47
TOC
75.70
TOC
75.70
TOC
75.45
TOC
75.19
TOC
75.73
TOC
75.21
TOC
75.73
TOC 74.71
TOC
74.68
TOC
75.25
TOC
75.25
TOC
75.31
TOC
75.32
TOC
75.15
TOC
75.17
TOC
75.73
TOC
75.49
TOC
74.98
TOC
75.25
TOC
75.26
TOC
74.97
TOC
74.81
TOC
75.40
TOC
75.44
TOC
75.30
TOC
75.47
TOC
75.49
TOC
75.27
TOC
75.15
TOC
74.85
TOC
74.55
TOC
75.57
TOC
75.55
TOC
75.26
TOC
75.06
TOC
75.46
TOC
75.07
TOC
75.46
TOC
74.34
TOC
74.64
TOC
74.42
TOC
74.48
TOC
74.37
TBC
74.48
TBC
74.30
TBC
74.57
TBC
74.80
TOC
74.55
TOC
74.40
TBC
74.10
TBC
74.04
TBC
74.27
TBC74.48
TBC74.69
TBC74.75
TBC
74.58
TBC
74.38
TBC
74.62
TOC
74.82
TOC
74.92
TOC
74.94
TOC
74.85
TOC
74.88
TOC74.93
TOC
74.72
TOC
74.51
TOC
74.31
TOC
74.10
TOC
74.14
TOC
74.16
TOC
74.56
TOC74.54
TOC
74.96
TOC
75.46
TOC
74.93
TOC
75.46
TOC
74.94
TOC
75.40
TOC
75.41
TOC
74.91
TOC
74.67
TBC
73.91
TBC
73.88
TBC/LP
73.87
TBC
74.29
TBC
74.35
TBC
74.42
TBC
74.70
TBC 73.77
TOC
73.96
TOC
73.98
TOC
73.74
TOC
73.51
TOC
73.60
TOC
73.85
TOC 74.63
TOA
74.91
TOA
75.21
TOA
75.26
TOA
74.97
TOA
74.67
TOA
74.37
TOA
74.87
TOA
74.57
TOA
74.27
TOA
74.03
TOA/LP
74.23
TOA
74.44
TOA74.65
TOA74.86
TOA74.92
TOA
74.75
TOA
74.55
TOA
74.50
TOA
73.64
TOA
73.94
TOA
73.26
TOC
73.56
TOC
74.34
TOC
74.64
TOC
74.55
TOC
74.39
TOC
74.30
TOA
74.32
TOA
74.07
TOA
73.84
TOA
73.93
TOA
74.18
TOA
74.76
TOC
74.78
TOC
74.67
TOC
74.53
TOC
74.39
TOC
74.25
TOC
74.42
TOA
74.70
TOA
75.00
TOA
75.05
TOA
74.76
TOA
74.46
TOA
74.16
TOA
75.06
TOA
75.09
TOC
74.56
TOC
74.56
TOC
74.57
TOC
74.59
TOC
74.46
TOC
74.45
TOC
74.45
TOC
74.48
TOC
74.55
TOC
75.03
TOC
75.05
TOC
75.14
TOC
75.16
TOC
75.15
TOC
75.15
TOC
73.99
TBC
74.72
TOC
74.60
TOC
74.06
TBC 73.93
TBC
76.18
TOC
FUTURE
PHASE 2
FUTURE
PHASE 2
FU
T
U
R
E
PH
A
S
E
2
PHASE 2
PHASE 1
PH
A
S
E
2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
1
THOMSON FARMS ROAD
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
4874
4874
4874
4874
4875
4875
4
8
7
5
4
8
7
5
48
7
4
4875
4
8
7
4
48
7
5
4875
48
7
5
4
8
7
3
4874
4875
4875
4875
4874
4874
D
D
D
D
D
D
74.32
TBC/LP
74.32
TBC/LP
73.86
TBC/LP
73.86
TBC/LP
74.76
TBC/HP
75.24
TBC/HP
73.49
TOC/LP
73.06
TOC/LP
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-307
GRADING PLAN
D. COWLEY
SE
E
D
R
A
W
I
N
G
C
-
3
0
6
SE
E
D
R
A
W
I
N
G
C
-
3
0
6
SEE DRAWING C-304SEE DRAWING C-304
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
473.80
TBC/LP
474.06
TBC
4
7
3
.
8
8
T
O
A
4
7
3
.
9
6
T
O
A
4
7
3
.
9
7
T
O
A
4
7
3
.
9
7
T
O
A
4
7
4
.
0
4
T
O
A
4
7
4
.
1
2
T
O
A
4
7
4
.
2
5
T
O
A
4
7
3
.
7
5
T
O
A
4
7
3
.
8
2
T
O
A
4
7
3
.
8
3
T
O
A
473.74
TOA
473.74
TOA
FU
T
U
R
E
PH
A
S
E
1
48
7
4
487
4
487
3
487
4
487
3
48
7
4
487
4
48
7
3
4
8
7
3
487
4
487
3
487
3
48
7
4
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
D
474.05
TBC/HP
473.67
TBC/LP
473.67
TBC/LP
473.91
TBC/HP
474.06
TBC/HP
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
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H
Y
E
L
L
O
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S
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O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-308
GRADING PLAN
D. COWLEY
SEE DRAWING C-305SEE DRAWING C-305
SE
E
D
R
A
W
I
N
G
C
-
3
0
6
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
FF=4876.40
FF=4875.90
FF=4875.72
FF=4876.85
FF=4875.55
FF=4876.08
FF=4876.65
FF=4877.55
FF=4876.36
FF=4875.20
FF=4877.30
FF=4876.80
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
BARN
FF=4876.90
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
S
D
SD
SD
SD
SD
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
4875
4
8
7
5
4875
4
8
7
5
4
8
7
4
4
8
7
4
4874
4874
4875
4
8
7
5
4
8
7
5
48
7
6
4875
48
7
5
4875487
5
4876
4875
4876
4875
48
7
4
487
5
48
7
5
487
4
48
7
4
4
8
7
5
48
7
5
48
7
4
48
7
5
4
8
7
5
4875
4
8
7
6
4
8
7
6
48
7
5
48
7
2
48
7
2
4
8
7
3
48
7
4
4875
4873 4874
4876
4874
487
4
4875
4875
4
8
7
4
4
8
7
4
487
5
487
5
487
4
487
4
487
4
48
7
5
487
5
4874
1
2
3
4
5
6
7
8
9
10
11
1213
14
15
16
OL
D
U
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S
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H
I
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H
W
A
Y
1
9
1
THOMSON FARMS
R
O
A
D
ST
O
N
E
B
R
I
D
G
E
ST
R
E
E
T
STEGELMEIER LANEPHASE
3
FUTUR
E
PH
A
S
E
3
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
P
H
A
S
E
3
F
U
T
U
R
E
PH
A
S
E
1
PHASE 2
PHASE 3
P
H
A
S
E
2
PH
A
S
E
3
FUT
U
R
E
PHA
S
E
1
FU
T
U
R
E
PH
A
S
E
1
PHASE 2
FUT
U
R
E
PH
A
S
E
2
PHASE 3
F
U
T
U
R
E
PHA
S
E
1
FUTURE
PHASE 2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
1
P
H
A
S
E
2
F
U
T
U
R
E
FU
T
U
R
E
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
3
PH
A
S
E
2
PH
A
S
E
3
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.80
80 40 80 160 C-400
OVERALL DRAINAGE
PLAN
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
D
SD
SD
SD
INSTALL SDCB #268
TOG=4873.56
FL(OUT-SW)=4870.45
INSTALL 12" CLASS III RCP-SD
41.00 L.F. @ 1.00% SLOPE
INSTALL SDCB #269
TOG=4873.56
FL(IN-NE)=4870.04
FL(OUT-SW)=4870.04
INSTALL 4' SDMH #270
RIM=4874.06
FL(IN-NE)=4869.99
FL(OUT-SE)=4867.14
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-NW)=4867.10
INSTALL 12" HP STORM SD
4.00 L.F. @ 0.00% SLOPE
FL(IN-W)=4867.10
FL(OUT-E)=4867.10
INSTALL 12" CLASS III RCP-SD
96.46 L.F. @ 1.00% SLOPE
INSTALL SDCB #271
TOG=4874.87
FL(OUT-SW)=4871.76
1
1
1
4
5OL
D
U
S
H
I
G
H
W
A
Y
1
9
1
STEG
E
L
M
E
I
E
R
L
A
N
E
4874
4
8
7
4
4875
48
7
5
48
7
4
487
5
4875
48
7
5
48
7
5
487
5
48
7
5
48
7
5
48
7
4
487
6
48
7
6
487
5
487
5
487
4
48
7
6
487
6
48
7
5
4874
5
PHASE
3
FUTUR
E
PH
A
S
E
3
PH
A
S
E
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS.
2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG
STANDARDS
UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS..
CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR
ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND
PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN.
1
2
3
4
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-401
DRAINAGE PLAN
SEE DRAWING C-403SEE DRAWING C-403
SE
E
D
R
A
W
I
N
G
C
-
4
0
2
SE
E
D
R
A
W
I
N
G
C
-
4
0
2
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
DD
D
D D
SD
S
D
S
D
SD
SD
S
D
S
D
S
D
SD SD SD SD SD SD
INSTALL SDCB #265
TOG=4874.63
FL(OUT-S)=4871.52
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
41
.
0
0
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-E)=4868.13
INSTALL SDCB #266
TOG=4874.63
FL(IN-N)=4871.11
FL(OUT-S)=4871.11
INSTALL 4' SDMH #267
RIM=4875.13
FL(IN-N)=4871.06
FL(OUT-W)=4868.17
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-E)=4868.32
INSTALL SDCB #263
TOG=4874.82
FL(IN-N)=4871.30
FL(OUT-S)=4871.30
INSTALL 4' SDMH #264
RIM=4875.32
FL(IN-N)=4871.25
FL(OUT-W)=4868.36
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
41
.
0
0
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #262
TOG=4874.82
FL(OUT-S)=4871.71
INSTALL 12" HP STORM SD
3.96 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.06 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
41.00 L.F. @ 1.00% SLOPE
FL(IN-N)=4868.00
INSTALL SDCB #259
TOG=4874.48
FL(OUT-W)=4871.37
INSTALL SDCB #260
TOG=4874.49
FL(IN-E)=4870.96
FL(OUT-W)=4870.96
INSTALL 4' SDMH #261
RIM=4874.98
FL(IN-E)=4870.91
FL(OUT-S)=4868.04
INSTALL 12" HP STORM SD
31.07 L.F. @ 0.50% SLOPE
INSTALL SDCB #214
TOG=4875.24
FL(OUT-S)=4872.13
INSTALL 4' SDMH #213
TOG=4875.90
FL(IN-N)=4871.97
FL(OUT-E)=4871.97
INSTALL 12" HP STORM SD 165.96 L.F. @ 0.50% SLOPE
INSTALL 4' SDMH #211
RIM=4874.91
FL(IN-NE)=4870.56
FL(OUT-S)=4871.14
FL(IN-W)=4871.14
INST
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
63.99
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
18
7
.
2
7
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #212
TOG=4873.99
FL(OUT-SW)=4870.88
1
STEGELMEIER LANE
1
1 1
1
1
1
1
2
2
4
4
4
55
5
487
5
4876 4875
4875
4875
4875
48
7
5
4
8
7
5
4875
4875
4875
4876
4875
4876
4877 4877
4
8
7
6
4876
ST
O
N
E
B
R
I
D
G
E
ST
R
E
E
T
4874
4875
4
8
7
5
4875
4874
4
8
7
4
4
8
7
5
4
8
7
5
FU
T
U
R
E
PH
A
S
E
3
PHASE 3
FUTURE
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS.
2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG
STANDARDS
UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS..
CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR
ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND
PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN.
1
2
3
4
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-402
DRAINAGE PLAN
SEE DRAWING C-404SEE DRAWING C-404
SE
E
D
R
A
W
I
N
G
C
-
4
0
1
SE
E
D
R
A
W
I
N
G
C
-
4
0
1
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
FF=4876.65
FF=4876.80
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
INSTALL 12" CLASS III RCP-SD
96.46 L.F. @ 1.00% SLOPE
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-SW)=4868.20
INSTALL SDCB #272
TOG=4874.68
FL(IN-SW)=4870.10
FL(IN-NE)=4870.80
FL(OUT-SE)=4870.10
INSTALL 4' SDMH #275
RIM=4875.17
FL(IN-NW)=4870.05
FL(OUT-NE)=4868.24
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
6
4
.
3
1
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #273
TOG=4874.61
FL(IN-SW)=4870.74
FL(OUT-NE)=4870.74
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
7
1
.
0
0
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #274
TOG=4874.56
FL(OUT-NE)=4871.45
INSTALL SDCB #206
TOG=4874.04
FL(OUT-NE)=4870.92
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
1
4
5
.
8
9
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #205
TOG=4873.61
FL(IN-SW)=4870.19
FL(OUT-SE)=4870.19
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
2
7
2
.
9
8
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 2'X2' SDCB #202
TOG=4871.34
FL(OUT-NE)=4866.68
FL(IN-SE)=4866.68
INSTALL PERFORATED 12" HP STORM SD
91.92 L.F. @ 0.00% SLOPE
INSTALL PERFORATED 12" HP STORM SD
91.92 L.F. @ 0.00% SLOPE
INSTALL SDCB #215
TOG=4874.78
FL(IN-S)=4867.16
FL(OUT-NE)=4867.16
INS
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
95.1
1
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
17
1
.
4
3
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INS
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
2
8
7
.
1
6
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #217
TOG=4873.87
FL(OUT-SE)=4869.45
FL(IN-NW)=4869.45
INSTALL 12" HP STORM SD
27.77 L.F. @ 0.50% SLOPE
INSTALL 4' SDMH #218
RIM=4873.85
FL(IN-N)=4869.59
FL(OUT-SE)=4869.59
I
N
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
5
3
.
0
1
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #219
TOG=4873.01
FL(OUT-S)=4869.85
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-SW)=4868.08
INSTALL SDCB #277
TOG=4874.56
FL(IN-SW)=4869.93
FL(IN-NE)=4870.55
FL(OUT-SE)=4869.93
INSTALL 4' SDMH #280
RIM=4875.05
FL(IN-NW)=4869.88
FL(OUT-NE)=4868.12
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
9
0
.
0
8
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
1
0
2
.
1
0
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #276
TOG=4874.56
FL(OUT-SW)=4871.45
INSTALL 12" CLASS III RCP-SD
68.07 L.F. @ 1.00% SLOPE
INSTALL SDCB #278
TOG=4874.76
FL(IN-SW)=4870.95
FL(OUT-NE)=4870.95
1
1
1
1
1
1
1
1
1
1
12
3
4
4
5
5
OL
D
U
S
H
I
G
H
W
A
Y
1
9
1
48
7
5
48
7
4
487
5
487
4
48
7
6
48
7
7
4875
487
2
4873
4874
4876
48
7
5
48
7
2
4
8
7
3
4
8
7
4
4
8
7
5
487
6
487
6
4
8
7
5
487
4
48
7
5
48
7
4
48
7
5
48
7
5
487
5
48
7
5
48
7
5
48
7
5
487
5
487
5
487
5
487
4
487
4
487
4
487
4
487
5
487
5
487
4
487
4
48
7
6
487
6
4874
48
7
4
PH
A
S
E
3
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
3
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS.
2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG
STANDARDS
UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS..
CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR
ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND
PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN.
1
2
3
4
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-403
DRAINAGE PLAN
SEE DRAWING C-401SEE DRAWING C-401
SE
E
D
R
A
W
I
N
G
C
-
4
0
4
SE
E
D
R
A
W
I
N
G
C
-
4
0
4
SEE DRAWING C-406SEE DRAWING C-406
KEYMAP
NOT TO SCALE
SE
E
D
R
A
W
I
N
G
C
-
4
0
5
FF=4876.85
FF=4877.55
FF=4877.30
POOL &
HOT TUB
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
BARN
FF=4876.90
D
D
D
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
SD
SD
SD
S
D
S
D
S
D
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
1
8
7
.
2
7
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #210
TOG=4874.89
FL(OUT-S)=4870.21
FL(IN-N)=4870.21
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
49
.
5
3
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 4' SDMH #207
RIM=4875.15
FL(IN-E)=4870.78
FL(IN-N)=4869.96
FL(OUT-W)=4869.96
INSTALL 12" HP STORM SD
33.50 L.F. @ 0.50% SLOPE
INSTALL SDCB #208
TOG=4874.19
FL(IN-S)=4870.95
FL(OUT-W)=4870.95
INSTALL 12" HP STORM SD
26.00 L.F. @ 0.50% SLOPE
INSTALL SDCB #209
TOG=4874.19
FL(OUT-N)=4871.08
INSTALL
1
2
"
H
P
S
T
O
R
M
S
D
2
0
1
.
3
9
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
FL(IN-S)=4869.04
INSTALL 4' SDMH #258
RIM=4875.93
FL(IN-E)=4871.99
FL(OUT-N)=4869.08
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
INSTALL SDCB #257
TOG=4875.52
FL(IN-E)=4872.04
FL(OUT-W)=4872.04
INSTALL
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
42.63 L.F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #256
TOG=4875.59
FL(OUT-W)=4872.47
INSTALL 2'X2' SDCB #204
TOG=4871.34
FL(IN-E)=4868.95
FL(IN-NW)=4866.68
FL(OUT-SW)=4866.68
INS
T
A
L
L
P
E
R
F
O
R
A
T
E
D
1
2
"
H
P
S
T
O
R
M
S
D
9
1
.
9
2
L
.
F
.
@
0
.
0
0
%
S
L
O
P
E
IN
S
T
A
L
L
P
E
R
F
O
R
A
T
E
D
1
2
"
H
P
S
T
O
R
M
S
D
9
1
.
9
2
L
.
F
.
@
0
.
0
0
%
S
L
O
P
E
INSTALL 2'X2' SDCB #201
TOG=4871.34
FL(IN-SW)=4866.68
FL(IN-NE)=4866.68
FL(OUT-NW)=4866.68
IN
S
T
A
L
L
P
E
R
F
O
R
A
T
E
D
1
2
"
H
P
S
T
O
R
M
S
D
9
1
.
9
2
L
.
F
.
@
0
.
0
0
%
S
L
O
P
E
INS
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
95.1
1
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 2'X2' SDCB #203
TOG=4871.34
FL(IN-NW)=4868.83
FL(IN-SW)=4866.68
FL(OUT-SE)=4866.68
INS
T
A
L
L
P
E
R
F
O
R
A
T
E
D
1
2
"
H
P
S
T
O
R
M
S
D
91.9
2
L
.
F
.
@
0
.
0
0
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
27
2
.
9
8
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
FL(IN-S)=4867.60
INSTALL 4' SDMH #255
RIM=4874.60
FL(IN-E)=4870.14
FL(OUT-N)=4867.64
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
INSTALL SDCB #254
TOG=4874.11
FL(IN-E)=4870.19
FL(OUT-W)=4870.19
INSTALL 12" CLASS III RCP-SD
41.05 L.F. @ 1.00% SLOPE
INSTALL SDCB #253
TOG=4874.11
FL(IN-S)=4870.60
FL(OUT-W)=4870.60
1
1
1
1
1
1
1
2
3
3
3
4
4
5
5
4875
4872
4873
4874
4876
4
8
7
2
4875
4872
4873
4874
4876
4
8
7
6
48
7
6
48
7
5
4875
4876
4876
4
8
7
5
48
7
6
4
8
7
7
4874
4875
4875
487
5
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
RETENTION POND
TOP OF POND = 4874.30
25-YR HIGH WATER ELEVATION = 4873.30
BOTTOM OF POND = 4871.34
VOLUME REQUIRED = 25,749 C.F.
VOLUME PROVIDED = 44,556 C.F.
PHASE 2
PHASE 3
PHASE 1
PHASE 3
PH
A
S
E
2
PH
A
S
E
3
FU
T
U
R
E
PH
A
S
E
3
FU
T
U
R
E
PH
A
S
E
2
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS.
2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG
STANDARDS
UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS..
CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR
ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND
PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN.
1
2
3
4
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-404
DRAINAGE PLAN
SEE DRAWING C-407SEE DRAWING C-407
SE
E
D
R
A
W
I
N
G
C
-
4
0
3
SE
E
D
R
A
W
I
N
G
C
-
4
0
3
SEE DRAWING C-402SEE DRAWING C-402
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
D
D
SD
SD
SD
SD
SD
INSTALL SDCB #233
TOG=4874.34
FL(OUT-SW)=4871.23
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
1
5
1
.
7
6
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-SW)=4867.23
INSTALL SDCB #231
TOG=4873.71
FL(IN-NE)=4869.71
FL(OUT-SE)=4869.71
INSTALL 4' SDMH #232
RIM=4874.20
FL(IN-NW)=4869.66
FL(OUT-NE)=4867.27
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
4875
48
7
4
487
5
487
3
487
4
48
7
3
487
3
487
4
487
5
48
7
3
487
3
48
7
3
48
7
4 1
1
4
5
FU
T
U
R
E
PH
A
S
E
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS.
2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG
STANDARDS
UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS..
CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR
ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND
PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN.
1
2
3
4
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-405
DRAINAGE PLAN
SE
E
D
R
A
W
I
N
G
C
-
4
0
6
SE
E
D
R
A
W
I
N
G
C
-
4
0
6
KEYMAP
NOT TO SCALE
SE
E
D
R
A
W
I
N
G
C
-
4
0
3
SEE DRAWING C-408 SEE DRAWING C-408
FF=4876.08
FF=4876.36
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
INSTALL 12" CLASS III RCP-SD
68.07 L.F. @ 1.00% SLOPE
INSTALL SDCB #279
TOG=4874.75
FL(OUT-NE)=4871.63
INSTALL SDCB #234
TOG=4874.40
FL(OUT-SW)=4871.29
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
52.
0
4
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-NW)=4867.91
INSTALL SDCB #235
TOG=4874.39
FL(IN-NE)=4870.77
FL(OUT-SW)=4870.77
INSTALL 4' SDMH #236
TOG=4874.89
FL(IN-NE)=4870.72
FL(OUT-SE)=4867.95
INSTALL SDCB #238
TOG=4874.40
FL(OUT-SW)=4871.28
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
52.
0
0
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #237
TOG=4874.94
FL(OUT-SE)=4871.82
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
1
0
6
.
4
1
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-NW)=4867.89
INSTALL SDCB #239
TOG=4874.40
FL(IN-NE)=4870.76
FL(IN-NW)=4870.76
FL(OUT-SW)=4870.76
INSTALL 4' SDMH #240
TOG=4874.89
FL(IN-NE)=4870.71
FL(OUT-SE)=4867.93
INSTALL SDCB #222
TOG=4873.06
FL(OUT-E)=4869.94
INSTALL 12" HP STORM SD
30.00 L.F. @ 0.50% SLOPE
INSTALL SDCB #241
TOG=4874.32
FL(OUT-S)=4871.21
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
52
.
1
2
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #242
TOG=4874.30
FL(IN-N)=4870.69
FL(OUT-E)=4870.69
INSTA
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
8
3
.
9
0
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INS
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
1
2
7
.
6
8
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #216
TOG=4873.98
FL(OUT-N)=4868.01
FL(IN-SE)=4868.01
FL(IN-NW)=4868.01
INS
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
2
8
7
.
1
6
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
1
7
1
.
4
3
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
4
8
7
5
4
8
7
5
4875
487
5
48
7
3
48
7
3
487
5
48
7
4
4873
4873
4874
4874
4874
4873
4
8
7
4
487
5
487
4
487
4
48
7
5
4875
48
7
5
48
7
5
4874
1
1
1
1
1
1
1
1
1
1
4
4
5
5
FUT
U
R
E
PHA
S
E
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS.
2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG
STANDARDS
UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS..
CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR
ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND
PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN.
1
2
3
4
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
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47
2
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L
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O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-406
DRAINAGE PLAN
SEE DRAWING C-403SEE DRAWING C-403
SE
E
D
R
A
W
I
N
G
C
-
4
0
7
SE
E
D
R
A
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I
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C
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4
0
7
SE
E
D
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A
W
I
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C
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4
0
5
SE
E
D
R
A
W
I
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C
-
4
0
5
SE
E
D
R
A
W
I
N
G
C
-
4
0
8
KEYMAP
NOT TO SCALE
FF=4876.40
FF=4875.90
FF=4875.72
FF=4875.55
FF=4875.20
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
D
D
D
D
D
D
S
D
S
D
SD
SD
S
D
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
SDSD
SD
SDSD
SDSDSD
SDSD
SD
SD
SD
SD
INSTALL 12" HP STORM SD
30.00 L.F. @ 0.50% SLOPE
INSTALL SDCB #221
TOG=4873.06
FL(IN-W)=4869.79
FL(OUT-N)=4869.79
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
1
0
6
.
8
1
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 12" CLASS III RCP-SD
83.90 L.F. @ 1.00% SLOPE
INSTALL 12" HP STORM SD
4.01 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-W)=4867.39
INSTALL SDCB #243
TOG=4873.90
FL(IN-N)=4870.26
FL(IN-W)=4869.85
FL(OUT-S)=4869.85
INSTALL 4' SDMH #245
RIM=4874.39
FL(IN-N)=4869.80
FL(OUT-E)=4867.43
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
52
.
0
0
L
.
F
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@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #244
TOG=4873.90
FL(OUT-S)=4870.78
INSTALL 4' SDMH #220
RIM=4874.17
FL(IN-S)=4869.26
FL(OUT-NW)=4868.65
FL(IN-E)=4868.65
INS
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
127
.
6
8
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD 235.
7
8
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #223
TOG=4874.10
FL(IN-E)=4869.83
FL(OUT-W)=4869.83
INSTALL 12" HP STORM SD
30.04 L.F. @ 0.50% SLOPE
INSTALL 4' SDMH #224
RIM=4874.05
FL(IN-S)=4869.98
FL(OUT-W)=4869.98
FL(IN-N)=4869.98
I
N
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
1
3
0
.
6
5
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
7
9
.
8
1
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #226
TOG=4873.84
FL(OUT-N)=4870.63
INSTALL SDCB #246
TOG=4873.44
FL(OUT-S)=4870.32
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
52
.
0
0
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-W)=4866.93
INSTALL SDCB #247
TOG=4873.44
FL(IN-N)=4869.80
FL(OUT-S)=4869.80
INSTALL 4' SDMH #248
RIM=4873.93
FL(IN-N)=4869.75
FL(OUT-E)=4866.97
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
41.00 L.F. @ 1.00% SLOPE
FL(IN-S)=4867.40
INSTALL SDCB #250
TOG=4873.89
FL(IN-E)=4870.36
FL(OUT-W)=4870.36
INSTALL SDCB #249
TOG=4873.89
FL(OUT-W)=4870.77
INSTALL 4' SDMH #251
RIM=4874.38
FL(OUT-N)=4867.44
FL(IN-E)=4870.31
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
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D
7
4
.
0
0
L
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F
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@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #252
TOG=4874.45
FL(OUT-N)=4871.34
INSTALL SDCB #225
TOG=4873.49
FL(OUT-S)=4870.38
4874
4874
48
7
5
4
8
7
4
48
7
5
4875
4875
48
7
4
4
8
7
5
48
7
4
48
7
5
4
8
7
5
4875
4874
4874
4
8
7
6
THOMSON FARMS
R
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ST
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B
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E
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R
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E
T
1
1
1
1
1
1
1
1
1
1
1
2
2
4
4
4
5
5
5
FU
T
U
R
E
PH
A
S
E
2
4875
4873
4874
4874
4874
4
8
7
3
4875
4875
4875
4875
4874
4874
FUTURE
PHASE 1
PH
A
S
E
2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS.
2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG
STANDARDS
UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS..
CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR
ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND
PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN.
1
2
3
4
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-407
DRAINAGE PLAN
SE
E
D
R
A
W
I
N
G
C
-
4
0
5
SE
E
D
R
A
W
I
N
G
C
-
4
0
5
SEE DRAWING C-404SEE DRAWING C-404
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
D
SD
SD
SD
SD
SD
SD
INSTALL 12" HP STORM SD
4.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
FL(IN-SW)=4866.76INSTALL SDCB #228
TOG=4873.24
FL(OUT-SE)=4869.27
FL(IN-NE)=4869.27
FL(IN-SW)=4869.31
INSTALL 4' SDMH #229
RIM=4873.74
FL(IN-NW)=4869.22
FL(OUT-NE)=4866.80
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
9
9
.
0
9
L
.
F
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@
1
.
0
0
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
8
1
.
5
7
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
INSTALL SDCB #227
TOG=4873.24
FL(OUT-NE)=4870.13
INSTALL SDCB #230
TOG=4873.37
FL(OUT-SW)=4870.26
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
487
4
487
3487
4
487
4
48
7
3
48
7
3
48
7
4
487
4
4
8
7
3
1
1
1
4
5
48
7
3
487
3
48
7
4
487
4
487
3487
4
48
7
4
FU
T
U
R
E
PH
A
S
E
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
STORM DRAIN MANHOLE PER ISPWC STANDARD DRAWING SD-612 AND SPECIFICATIONS.
2'x2' CATCH BASIN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4'Ø ACCESS MANHOLE FOR UNDERGROUND RETENTION CHAMBER SYSTEM PER REXBURG
STANDARDS
UNDERGROUND RETENTION CHAMBER SYSTEM: INSTALL PER REXBURG STANDARDS..
CONTRACTOR TO MAINTAIN A MINIMUM OF 4' OF COVER ABOVE TOP OF EACH CHAMBER, FOR
ENTIRE CHAMBER SYSTEM. SEE OVERALL DRAINAGE PLAN (SHEET C-400) FOR REQUIRED AND
PROVIDED STORAGE AND NUMBER OF CHAMBERS PER BASIN.
1
2
3
4
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
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Y
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L
L
O
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S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-408
DRAINAGE PLAN
KEYMAP
NOT TO SCALE
SE
E
D
R
A
W
I
N
G
C
-
4
0
6
SEE DRAWING C-405 SEE DRAWING C-405
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FF=4875.90
FF=4875.72
FF=4876.85
FF=4875.55
FF=4876.08
FF=4876.65
FF=4877.55
FF=4876.36
FF=4875.20
FF=4877.30
FF=4876.80
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
CO
BARN
SS
SS
SS
S
S
S
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CO
SS
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
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FF=4876.90
H Y D
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FUTURE
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FUTURE
DEVELOPMENT
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1
THOMSON FARMS R
O
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B
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STEGELMEIER LANE
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PHASE 2
PHASE 3
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PHASE 3
FUTURE
PH
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PHASE 2
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3
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.80
80 40 80 160 C-500
OVERALL UTILITY
PLAN
WV
WV
WV
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
ss
ohpx
x
x
ggggggggggggg
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
W
W
W
W W W W W
W
V
WV
WV
W
W
W
W
W
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G G G G
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EXIST. SSMH #104EX
RIM=4875.04
FL(OUT-SW)=4862.72
FL(IN-E)=4862.72
EXIST. 12" SAN SWR
402.93 L.F. @ 0.24% SLOPE
EXIST. 8" SAN SWR
369.01 L.F. @ 0.68% SLOPE
D
SD
SD
SD
EXIST 12" WATER LINE
EXIST 12" WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 45° BEND
INSTALL 11.25° BEND
INSTALL 12"x10" TEE WITH (2)
12" BUTTERFLY VALVES AND
(1) 10" GATE VALVE
CONNECT TO EXISTING
WATER LINE
INSTALL 11.25° BEND
INSTALL 22.5° BEND
8
4
10
10
10
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
ST
E
G
E
L
M
E
I
E
R
L
A
N
E
PH
A
S
E
3
PH
A
S
E
1
PHAS
E
3
FUTU
R
E
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
7
8
9
1
2
3
4
5
6
10
11
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-501
UTILITY PLAN
SEE DRAWING C-503SEE DRAWING C-503
SE
E
D
R
A
W
I
N
G
C
-
5
0
2
SE
E
D
R
A
W
I
N
G
C
-
5
0
2
KEYMAP
NOT TO SCALE
EE
GV
x
x
x
x
x
x
x
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gggggg g g g g g g g g g g g g g g g
G G G
W
W
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WV
W W W W W W W W W W W W
WV
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WVWV
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SS
SS
SS
SS
SS
SS
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W
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W
W
W
W
W
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S
S
S
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S
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INSTALL 4' SSMH #122
RIM=4875.87
FL(OUT-E)=4866.49
EXIST. SSMH #105EX
RIM=4875.74
FL(IN-E)=4865.24
FL(OUT-W)=4865.24
FL(IN-S)=4865.74
INSTALL 5' SSMH #121
RIM=4875.59
FL(OUT-N)=4866.10
FL(IN-W)=4866.20
INSTALL 5' SSMH #125
RIM=4874.94
FL(IN-E)=4866.37
FL(OUT-W)=4866.37
FL(IN-S)=4866.87
EXIST. 8" SAN SWR
52.74 L.F. @ 0.36% SLOPE
EXIST. 8" SAN SWR
369.01 L.F. @ 0.68% SLOPE
EXIST. 8" SAN SWR
309.21 L.F. @ 0.36% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
341.81 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
90.16 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
72.64 L.F. @ 0.40% SLOPE
2
1
1
22
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 10"x8" TEE WITH (2)
10" GATE VALVES AND (1) 8"
GATE VALVE
4
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 10" TEE WITH
(3) 10" GATE VALVES
4
INSTALL 10"
GATE VALVE
3
7
3
9
9
54
INSTALL 8" TEE WITH
(3) 8" GATE VALVES
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
5
8
8
8
ST
O
N
E
B
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I
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G
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STEGELMEIER LANE
8
PHASE 3
FUTURE
PH
A
S
E
3
FU
T
U
R
E
11
11
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
7
8
9
1
2
3
4
5
6
10
11
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
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B
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,
I
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A
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O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-502
UTILITY PLAN
SEE DRAWING C-504SEE DRAWING C-504
SE
E
D
R
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W
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C
-
5
0
1
SE
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D
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I
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5
0
1
KEYMAP
NOT TO SCALE
WV
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x w
w
w
w
w
w
w
w
w
w
w
w
w
w
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w
w
w
w
w
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
H Y
D
W
W
W
W
W
W
W
W
H Y
D
W
W
SS
SS
SS
SS
WW
W
W
W
W
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FF=4876.65
FF=4876.80
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
CO
CO
H Y
D
WV
WV
WV
WV
WV
WV
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OL
D
U
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S
.
H
I
G
H
W
A
Y
1
9
1
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
1
7
INSTALL 8" SDR-35 PVC-SAN SWR
218.57 L.F. @ 0.40% SLOPE
INSTALL 5' SSMH #109
RIM=4873.94
FL(IN-NE)=4863.15
FL(IN-SE)=4863.15
FL(OUT-SW)=4863.05
INSTALL 8" SDR-35 PVC-SAN SWR
202.50 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
223.08 L.F. @ 0.40% SLOPE
1
7
EXIST. 12" SAN SWR
402.93 L.F. @ 0.24% SLOPE
EXIST. 12" SAN SWR
316.78 L.F. @ 0.18% SLOPE
EXIST. SSMH #103EX
RIM=4874.02
FL(IN-NE)=4861.74
FL(OUT-SW)=4861.74
EXIST 12" WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 90° BEND
INSTALL 12"x8" TEE WITH (2)
12" BUTTERFLY VALVES AND
(1) 8" GATE VALVE
CONNECT TO EXISTING
WATER LINE
INSTALL 22.5° BEND
3
5
7
7
3
5
EXIST 12" WATER LINE
4
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 22.5° BEND
4
INSTALL 8" CROSS WITH
8" GATE VALVE
INSTALL 8" CL-52
D.I. WATER LINE
9
8
8
PH
A
S
E
1
PH
A
S
E
3
INSTALL 4' SSMH #110
RIM=4874.80
FL(OUT-SW)=4864.02
10
10
10
PH
A
S
E
3
PH
A
S
E
1
4
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
7
8
9
1
2
3
4
5
6
10
11
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
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L
L
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N
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H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-503
UTILITY PLAN
SEE DRAWING C-501SEE DRAWING C-501
SE
E
D
R
A
W
I
N
G
C
-
5
0
4
SE
E
D
R
A
W
I
N
G
C
-
5
0
4
SEE DRAWING C-506SEE DRAWING C-506
KEYMAP
NOT TO SCALE
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
WV
WV
WV
H Y
D
GG
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
H
Y
D
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
SS
S
S
S
S
S
S
S
S
WWWWWWWWW
W
W
W
W
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S
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S
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S
S
S
W
W
WWW
W
WWWWWWWWWWWW
WWWW
W
FF=4876.85
FF=4877.55
FF=4877.30
POOL &
HOT TUB
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
BARN
CO
SSSSSSSSSSSS
CO
CO
CO
FF=4876.90
H
Y
D
WV
D
D
D
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
SD
SD
SD
S
D
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
INSTALL 4' SSMH #126
RIM=4875.85
FL(OUT-N)=4868.24
FL(IN-E)=4868.29
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION #127
RIM=4869.09
FL(OUT-W)=4868.37
INSTALL 8" SDR-35 PVC-SAN SWR
341.81 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.40% SLOPE
1
1
7
7
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
3
5
7
7
7
5
5
3
3
4
4
8
8
INSTALL 8" CL-52
D.I. WATER LINE
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
PH
A
S
E
3
FU
T
U
R
E
PH
A
S
E
2
FU
T
U
R
E
PHASE 3
PHASE 2
PHASE 3
PHASE 2
P
H
A
S
E
2
P
H
A
S
E
1
8
8
FUTURE WATER
LINE
FUTURE WATER
LINE
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
7
8
9
1
2
3
4
5
6
10
11
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
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T
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O
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S
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A
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47
2
N
O
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H
Y
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L
L
O
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O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-504
UTILITY PLAN
SEE DRAWING C-507SEE DRAWING C-507
SE
E
D
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A
W
I
N
G
C
-
5
0
3
SE
E
D
R
A
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I
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G
C
-
5
0
3
SEE DRAWING C-502SEE DRAWING C-502
KEYMAP
NOT TO SCALE
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OH
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SS
EXIST. 12" SAN SWR
316.78 L.F. @ 0.18% SLOPE
INSTALL 5' SSMH #107
RIM=4873.67
FL(IN-NE)=4861.16
FL(OUT-SW)=4861.16
FL(IN-SE)=4861.66
INSTALL 12" SDR-35 PVC-SAN SWR
139.76 L.F. @ 0.22% SLOPE
EXIST. 12" SAN SWR
80.65 L.F. @ 0.18% SLOPE
EXIST. SSMH #102EX
RIM=4874.11
FL(IN-NE)=4861.01
FL(OUT-SW)=4861.01
EXIST. 12" SAN SWR
397.95 L.F. @ 0.24% SLOPE
2
INSTALL 12"x10" TEE WITH (2)
12" BUTTERFLY VALVES AND
(1) 10" GATE VALVE
CONNECT TO EXISTING
WATER LINE
EXIST 12" WATER LINE
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
PH
A
S
E
1
FU
T
U
R
E
10
10
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
7
8
9
1
2
3
4
5
6
10
11
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
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A
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S
47
2
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Y
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O
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T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-505
UTILITY PLAN
SEE DRAWING C-508SEE DRAWING C-508
SE
E
D
R
A
W
I
N
G
C
-
5
0
6
SE
E
D
R
A
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C
-
5
0
6
SE
E
D
R
A
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C
-
5
0
3
KEYMAP
NOT TO SCALE
w
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FF=4876.08
FF=4876.36
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
CO
CO
WV
H
Y
D
SS
SS
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OH
P
OH
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OH
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OH
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SS
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SS
CO
D
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SD
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SD
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SD
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SD
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SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
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S
S
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SS
SS
SS
SS
SS
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SS
SS
SS
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SS
SS
SS
SS
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SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
INSTALL 5' SSMH #108
RIM=4875.21
FL(IN-SE)=4862.02
FL(OUT-NW)=4861.97
FL(IN-NE)=4862.24
INSTALL 4' SSMH #113
RIM=4875.01
FL(IN-SE)=4862.56
FL(OUT-NW)=4862.51
INSTALL 4' SSMH #111
RIM=4874.85
FL(OUT-NW)=4864.04
FL(IN-E)=4864.09
INS
T
A
L
L
1
2
"
S
D
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5
P
V
C
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2
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4
.
1
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L
.
F
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@
0
.
2
2
%
S
L
O
P
E
IN
S
T
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L
1
2
"
S
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3
5
P
V
C
-
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A
N
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W
R
2
2
3
.
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F
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@
0
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2
2
%
S
L
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IN
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"
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3
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8
L
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@
0
.
4
0
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
270.29 L.F. @ 0.40% SLOPE
INSTALL 12" SDR-35 PVC-SAN SWR
139.76 L.F. @ 0.22% SLOPE
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
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N
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W
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.
5
0
L
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F
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@
0
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4
0
%
S
L
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P
E
1
1
7
7
INSTALL 4' SSMH #114
RIM=4874.58
FL(IN-E)=4863.19
FL(OUT-NW)=4863.14
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 12"x10" TEE WITH (2)
12" BUTTERFLY VALVES AND
(1) 10" GATE VALVE
CONNECT TO EXISTING
WATER LINE
7
3
5
4INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
7
3
5
4
6
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 10"x8" CROSS WITH
(2) 10" GATE VALVES AND (2)
8" GATE VALVE
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
8OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
PHA
S
E
1
FUT
U
R
E
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
1
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
7
8
9
1
2
3
4
5
6
10
11
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-506
UTILITY PLAN
SEE DRAWING C-503SEE DRAWING C-503
SE
E
D
R
A
W
I
N
G
C
-
5
0
7
SE
E
D
R
A
W
I
N
G
C
-
5
0
7
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
SE
E
D
R
A
W
I
N
G
C
-
5
0
8
KEYMAP
NOT TO SCALE
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
7
8
9
1
2
3
4
5
6
10
11
WV
G G
G G GGGGGGGGGGGGGGG
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV WV
WV
WV
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
V
H
Y
D
H
Y D
WV
WV
WV
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
H
Y
D
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
W
W
W
W
W
W
W
W W W W W W W W W W W W
FF=4876.40
SS
SS
SS
SS
SS
SSSSSSSSSSSS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
GGG
G
G
G
G
G
G
G
G
G
G G
FF=4875.90
FF=4875.72
FF=4875.55
FF=4875.20
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
CO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
CO
CO
CO
CO
WV
H
Y
D
W
W
W
W
W
W
W
SS
SS
CO
D
D
D
D
D
S
D
S
D
SD
S
D
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
SDSDSD
SD
SDSD
SD
SDSD
SD
SD
SD
SD
SD
S
S
S
S
S SSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
INSTALL 4' SSMH #112
RIM=4875.24
FL(OUT-W)=4865.17
INSTALL 5' SSMH #116
RIM=4874.99
FL(IN-E)=4865.11
FL(OUT-W)=4864.31
FL(IN-S)=4865.11
FL(IN-N)=4865.11
INSTALL 4' SSMH #119
RIM=4874.71
FL(OUT-S)=4866.45
FL(IN-E)=4866.50
INSTALL 4' SSMH #115
RIM=4874.23
FL(IN-E)=4863.82
FL(OUT-W)=4863.77
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION #118
RIM=4865.92
FL(OUT-N)=4865.19
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION #120
RIM=4867.30
FL(OUT-W)=4866.58
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION #117
RIM=4866.07
FL(OUT-W)=4865.17
INSTALL 10" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.28% SLOPE
INSTALL 12" SDR-35 PVC-SAN SWR 224.23 L.F. @ 0.22% SLOPE
INSTALL 12" S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
2
6
4
.
1
6
L
.
F
.
@
0
.
2
2
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
270.29 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.40% SLOPE
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
3
3
3
.
9
8
L
.
F
.
@
0
.
4
0
%
S
L
O
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E
1
7
1
7
1
7
7
7
1
1
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 90° BEND
INSTALL 10" CROSS
WITH (2) 10" GATE
VALVES
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
4
6
3
5
35
4
7
7
3
7
75
3
8
8
8
6
6
INSTALL 8" TEE WITH
(3) 8" GATE VALVES
INSTALL 8" GATE
VALVE
4
INSTALL 10"
GATE VALVE
INSTALL 10"
GATE VALVE
6
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
PH
A
S
E
2
FU
T
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THOMSON FARMS ROAD
PHASE 2
FUTURE
PH
A
S
E
1
PH
A
S
E
2
4
8
8
FUTURE WATER
LINE
FUTURE WATER
LINE
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
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E
A
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S
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N
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A
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47
2
N
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B
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,
I
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A
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O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-507
UTILITY PLAN
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
SEE DRAWING C-504SEE DRAWING C-504
KEYMAP
NOT TO SCALE
W
V
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
ohp
oh
p
oh
p
oh
p
ohp
ohp
ohp
ohp
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
x
x
x
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
WV
W
V
H
Y
D
W
W
W
H Y
D
OH
P
OH
P
OHP
OH
P
OH
P
OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
D
SD
SD
SD
SD
SD
SD
S
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
EXIST. SSMH #101EX
RIM=4873.37
FL(IN-NE)=4860.04
FL(OUT-SW)=4860.04
EXIST. 12" SAN SWR
397.95 L.F. @ 0.24% SLOPE
EXIST. 12" SAN SWR
403.74 L.F. @ 0.23% SLOPE
4
EXIST 12" WATER LINE
EXIST 12" WATER LINE
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
PH
A
S
E
1
FU
T
U
R
E
10
10
10
10
10
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
7
8
9
1
2
3
4
5
6
10
11
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-508
UTILITY PLAN
SEE DRAWING C-505SEE DRAWING C-505
SE
E
D
R
A
W
I
N
G
C
-
5
0
6
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
FF=4876.40
FF=4875.90
FF=4875.72
FF=4876.85
FF=4875.55
FF=4876.08
FF=4876.65
FF=4877.55
FF=4876.36
FF=4875.20
FF=4877.30
FF=4876.80
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
BARN
FF=4876.90
4875
4875
4875
4875
4875
4875
4876
48
7
6
4
8
7
5
4
8
7
4
4
8
7
3
48
7
2
48
7
5
48
7
5
487
4
48
7
4
48
7
6
48
7
7
487
5
48
7
5
4875
4
8
7
5
48
7
5
48
7
5
4875
4875
4
8
7
5
4
8
7
5
4875
48
7
5
4876
4876
4875
48
7
5
4875
4874 4875
4
8
7
5
4
8
7
5
4
8
7
5
4
8
7
6
4
8
7
6
4875
48
7
4
487
6
48
7
6
4877
487
5
48
7
5
48
7
4
4
8
7
5
48
7
5
4873 4874
48
7
4
487
5
4874
4
8
7
4
48
7
4
4873
4874
48
7
5
487
4
48
7
5
487
4
4875
48
7
5
4875
48
7
5
487
6
48
7
5
4873
4873
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
D
D
D
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
1
1
1
TYP
TYP
TYP
2
SUGGESTED TOILET, STOCKPILES
LOCATION, STAGING, DUMPSTER
AND MATERIALS STORAGE AREA
SU
G
G
E
S
T
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D
T
O
I
L
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T
,
S
T
O
C
K
P
I
L
E
S
LO
C
A
T
I
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N
,
S
T
A
G
I
N
G
,
D
U
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P
S
T
E
R
AN
D
M
A
T
E
R
I
A
L
S
S
T
O
R
A
G
E
A
R
E
A
3 5
3 5
6
6
1
TYP
1
TYP
1
TYP
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
2
TYP
2
TYP
2
TYP
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
THOMSON FARMS
R
O
A
D
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
STEGELMEIER LANE
4
1.THIS PLAN IS DESIGNED AS A FIRST APPRAISAL OF NECESSARY MEANS TO PROTECT THE WATERS OF THE
STATE FROM POTENTIAL POLLUTION. IT IS THE RESPONSIBILITY OF THE OWNER/OPERATOR TO ADD
WARRANTED BEST MANAGEMENT PRACTICES (BMP'S) AS NECESSARY, MODIFY THOSE SHOWN AS
APPROPRIATE, AND DELETE FROM THE PROJECT THOSE FOUND TO BE UNNECESSARY. FEDERAL AND STATE
LAW ALLOWS THESE UPDATES TO BE MADE BY THE OWNER/OPERATOR ONSITE AND RECORDED BY THE
OWNER/OPERATOR ON THE COPY OF THE SWPPP KEPT ONSITE.
2.DISTURBED LAND SHALL BE KEPT TO A MINIMUM. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT
PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. HOWEVER, WHERE CONSTRUCTION
ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE
RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT
PORTION OF THE SITE.
3.RESEED DISTURBED LAND WITH NATIVE GRASS MIXTURE WITHIN 14 CALENDAR DAYS OF ACHIEVEMENT OF
FINISH GRADE TO STABILIZE SOILS IF LAND IS NOT TO BE RE-WORKED WITHIN 14 CALENDAR DAYS OF THE
CESSATION OF CONSTRUCTION ACTIVITIES AT THAT LOCATION.
4.DETAILS SHOWN ARE TO BE EMPLOYED TO PROTECT RUNOFF AS APPROPRIATE DURING CONSTRUCTION.
NOT ALL DETAILS ARE NECESSARY AT ALL PHASES OF THE PROJECT. IT SHALL BE THE RESPONSIBILITY OF
THE OWNER/OPERATOR TO USE APPROPRIATE BEST MANAGEMENT PRACTICES AT THE APPROPRIATE PHASE
OF CONSTRUCTION. SEE SWPPP FOR BMP IMPLEMENTATION SCHEDULE.
5.VARIOUS BEST MANAGEMENT PRACTICES HAVE BEEN SHOWN ON THE PLANS AT SUGGESTED LOCATIONS.
THE CONTRACTOR MAY MOVE AND RECONFIGURE THESE BMP'S TO OTHER LOCATIONS IF PREFERRED,
PROVIDED THE INTENT OF THE DESIGN IS PRESERVED.
6.NOT ALL POSSIBLE BMP'S HAVE BEEN SHOWN. THE CONTRACTOR IS RESPONSIBLE TO APPLY CORRECT
MEASURES TO PREVENT THE POLLUTION OF STORM WATER PER PROJECT SWPPP.
7.A NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL
CONSTRUCTION ACTIVITIES 1 ACRE OR MORE.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
INLET PROTECTION PER DETAIL 5/C-700.
SILT FENCE PER DETAIL 6/C-700.
PORTABLE TOILET PER DETAIL 3/C-700
VEHICLE WASHDOWN AND STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 4/C-700.
SUGGESTED TEMPORARY CONSTRUCTION SITE PARKING, STAGING, DUMPSTER, AND MATERIAL STORAGE
AREA.
SUGGESTED STOCKPILE AREA.
1
2
3
4
5
6
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
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O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.60
60 30 60 120 C-600
EROSION CONTROL
PLAN
REVISION SCHEDULE
NUMBER DATE AUTHOR COMPANY REPRESENTATIVE
SIGNATURE
1
2
3
4
5
6
7
8
9
10
11
12
SCALE:4 NONE
STABILIZED CONSTRUCTION ENTRANCE
SWA
L
E
T
O
S
E
D
I
M
E
N
T
A
T
I
O
N
B
A
S
I
N
50.0
'
M
I
N
.
WAS
H
D
O
W
N
P
A
D
FILTER FABRIC BELOW GRAVEL
15.0'
M
I
N
.
1.PLACE SIGN ADJACENT TO ENTRANCE " CONSTRUCTION TRAFFIC ONLY - ALL
CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT SITE AT THIS LOCATION"
3"-6" ROCK, 9" THICK
1/2"-3/4" FILTER LAYER
NOTE:
SCALE:3 NONE
PORTABLE TOILET
GRAVEL PAD
FLOW
SIDE
W
A
L
K
FLOW
SECURE AGAINST WIND
CONTAINMENT EARTH BERM
SCALE:8 NONE
3' WATERWAY
2%ASPHALT SURFACE
9"
8"
1
1
/
4
"
3'-0"
3"
4"
BASE COURSE: UNTREATED BASE
COURSE, APWA SECTION 32 11
23. DO NOT USE GRAVEL AS A BASE
COURSE WITHOUT ENGINEER’S
PERMISSION.
(3) #4 @ 12" O.C.
#4 @ 24" O.C.
S=0.0693
SCALE:6 NONE
TEMPORARY SILT FENCE
RUNOF
F
1 2 MAX
RUNOFF DIRECTION
2'-0"
6"
12
"
M
I
N
.
SIDEWALK IF ANY
CURB AND
GUTTER IF ANY
UNDISTURBED
GROUND
1.EXCAVATE 6"x6" TRENCH ALONG
LIMITS OF DISTURBANCE AS SHOWN
ON CONSTRUCTION DRAWINGS.
2.POSTS SHALL BE POSITIONED ON
DOWNSTREAM SIDE OF FENCE.
3.LAY TOE-IN FABRIC FLAP IN BOTTOM
OF TRENCH. BACKFILL TRENCH WITH
FREE DRAINING GRANULAR
MATERIAL. COMPACT TRENCH TO
SATISFACTION OF THE ENGINEER OF
RECORD.
4.SILT FENCE GEOTEXTILE SHALL
MEET AASHTO M288-92
REQUIREMENTS.
5.REMOVE & DISPOSE OF SEDIMENT
WHEN ACCUMULATION IS 50% OF
EXPOSED FENCE HEIGHT.
6.10' MAX. SPACING BETWEEN STAKES.
7.SILT FENCES SHALL BE INSTALLED
ALONG CONTOURS, NOT UP AND
DOWN SLOPES, WITH 10' OVERLAP
AT BREAKS.
NOTES:
SCALE:5 NONE
SAG INLET PROTECTION
SILT FENCE REQUIRED
BEHIND CURB AT BOX
UNTIL LAND BEHIND
CURB IS STABILIZED
NOTES:
1.PLACE WATTLES OR GRAVEL BAGS TIGHT
AGAINST CURB TO PREVENT SEDIMENT-LADEN
WATER FROM GETTING BETWEEN CURB AND
WATTLE/BAG.
2.PLACE WATTLES OR GRAVEL BAGS SUCH THAT
FLOW DOES NOT OVERTOP CURB OR ROAD
CENTERLINE.
3.INSPECT INLET PROTECTION AFTER EVERY
LARGE STORM EVENT AND AT LEAST BI-WEEKLY,
OR PER SWPPP REQUIREMENTS, WHICHEVER IS
MORE STRINGENT, TO ENSURE THAT SEDIMENT
CONTROL IS MEETING ITS DESIGN INTENT.
MAINTAIN AND/OR REPLACE AS NEEDED.
4.REMOVE SEDIMENT ACCUMULATED WHEN IT
REACHES 50% OF GRAVEL BAG OR WATTLE
HEIGHT.
5.CONTRACTOR MAY SUBMIT AN ALTERNATIVE
METHOD OF INLET PROTECTION. THE
ALTERNATIVE METHOD SHALL BE APPROVED BY
THE CITY INSPECTOR AND THE ENGINEER OF
RECORD.
6.BEFORE PLACEMENT OF CURB, STABILIZATION
OF LAND BEHIND CURB, AND/OR PAVING,
MAINTAIN TOP OF INLET AT 6" ABOVE GRADE,
AND SURROUND WITH SILT FENCE FOR
SEDIMENTATION AROUND BOX. MAINTAIN SILT
FENCE BEHIND BOX UNTIL LAND BEHIND CURB
IS STABILIZED.
SANDBAG OPTION
WATTLE OPTION
FLO
W
FLO
W
FLO
W
FLO
W
SILT FENCE REQUIRED BEHIND
CURB AT BOX UNTIL LAND
BEHIND CURB IS STABILIZED
EARTH SAVER SEDIMENT
SAVER OR EQUAL, FILLED WITH
1/2 CF 3/4" GRAVEL, ZIPPER SIDE
FACING AWAY FROM INLET
8" DIA. EARTH SAVER
WEIGHTED WATTLE
OR EQUAL
FLO
W
FLO
W
FLOWFLOW
FILTER FABRIC
WRAPPED
COMPLETELY
AROUND GATE
WOODEN OR STEEL FENCE
POSTS @ 10.0' O.C. MAX.MIRAFI FILTER FABRIC
GRANULAR BACKFILL,
SEE NOTE 3
APPROX. 6"x6"
TRENCH
EMBED FABRIC
BELOW BACKFILL
NOTES:
1.ROAD BASE REQUIRD 6" PAST EDGE OF SIDEWALK AND CURB AND GUTTER.
2.ALL MATERIALS TO BE COMPACTED TO 96% OF MAXIMUM DRY DENSITY
SCALE:2 NONE
68' ROAD CROSS SECTION
NOTES:
1.ROAD BASE REQUIRD 6" PAST EDGE OF SIDEWALK AND CURB AND GUTTER.
2.ALL MATERIALS TO BE COMPACTED TO 96% OF MAXIMUM DRY DENSITY
SCALE:1 NONE
79' ROAD CROSS SECTION
2'-6"
5'-0"7'-0"
27'-6"
12'-0"
SIDEWALK
LANDSCAPING CL
PL
2.0%2.0%
TRAVEL LANE
PL
10'-0"
79'-0"
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
CURB AND GUTTER
9'-0"12'-6"12'-0"
2'-6"
5'-0"7'-0"
27'-6"
12'-0"
SIDEWALK
LANDSCAPING
2.0%
TRAVEL LANE
10'-0"
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
9'-0"12'-6"
PARKINGPARKINGTURN LANE
2'-6"
5'-0"7'-0"
22'-0"
12'-0"
SIDEWALK
LANDSCAPING CL
PL
2.0%2.0%
TRAVEL LANE
PL
10'-0"
68'-0"
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
CURB AND GUTTER
9'-0"13'-0"
2'-6"
5'-0"7'-0"
22'-0"
12'-0"
SIDEWALK
LANDSCAPING
2.0%
TRAVEL LANE
10'-0"
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
9'-0"13'-0"
PARKINGPARKING
SCALE:7 NONE
MONOLITHIC CURB
18
"6"
6"4"
3/4" RADIUS
FINISH PAVED
GRADE
(2) #4 BARS CONT.
4" CONC. SIDEWALK
4" UNTREATED
BASE COURSE
SCARIFY, MOISTURE CONDITION
AND RECOMPACT NATIVE
SUBGRADE MATERIAL 8" THICK
TO 95% STANDARD MAXIMUM
DENSITY (PER GEOTECH REPORT)
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
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O
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S
O
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F
A
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X
B
U
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G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
C-700
DETAILS
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
BARQUS LLC LOREN L
STEGELMEIER
FAMILY
AMY
MCDOUGALL
BARQUS LLC
AMY
MCDOUGALL
BARQUS LLC
THOMAS H GOE
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
BARN
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
PP-
1
PP-2
P
P
-
3
P
P
-
4
PP-5 PP-6STEGELMEIER LANE
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
TH
O
M
S
O
N
F
A
R
M
R
O
A
D
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
1.THIS PLAN IS DESIGNED AS A FIRST APPRAISAL OF NECESSARY MEANS TO PROTECT THE WATERS OF THE
STATE FROM POTENTIAL POLLUTION. IT IS THE RESPONSIBILITY OF THE OWNER/OPERATOR TO ADD
WARRANTED BEST MANAGEMENT PRACTICES (BMP'S) AS NECESSARY, MODIFY THOSE SHOWN AS
APPROPRIATE, AND DELETE FROM THE PROJECT THOSE FOUND TO BE UNNECESSARY. FEDERAL AND STATE
LAW ALLOWS THESE UPDATES TO BE MADE BY THE OWNER/OPERATOR ONSITE AND RECORDED BY THE
OWNER/OPERATOR ON THE COPY OF THE SWPPP KEPT ONSITE.
2.DISTURBED LAND SHALL BE KEPT TO A MINIMUM. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT
PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. HOWEVER, WHERE CONSTRUCTION
ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE
RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT
PORTION OF THE SITE.
3.RESEED DISTURBED LAND WITH NATIVE GRASS MIXTURE WITHIN 14 CALENDAR DAYS OF ACHIEVEMENT OF
FINISH GRADE TO STABILIZE SOILS IF LAND IS NOT TO BE RE-WORKED WITHIN 14 CALENDAR DAYS OF THE
CESSATION OF CONSTRUCTION ACTIVITIES AT THAT LOCATION.
4.DETAILS SHOWN ARE TO BE EMPLOYED TO PROTECT RUNOFF AS APPROPRIATE DURING CONSTRUCTION.
NOT ALL DETAILS ARE NECESSARY AT ALL PHASES OF THE PROJECT. IT SHALL BE THE RESPONSIBILITY OF
THE OWNER/OPERATOR TO USE APPROPRIATE BEST MANAGEMENT PRACTICES AT THE APPROPRIATE PHASE
OF CONSTRUCTION. SEE SWPPP FOR BMP IMPLEMENTATION SCHEDULE.
5.VARIOUS BEST MANAGEMENT PRACTICES HAVE BEEN SHOWN ON THE PLANS AT SUGGESTED LOCATIONS.
THE CONTRACTOR MAY MOVE AND RECONFIGURE THESE BMP'S TO OTHER LOCATIONS IF PREFERRED,
PROVIDED THE INTENT OF THE DESIGN IS PRESERVED.
6.NOT ALL POSSIBLE BMP'S HAVE BEEN SHOWN. THE CONTRACTOR IS RESPONSIBLE TO APPLY CORRECT
MEASURES TO PREVENT THE POLLUTION OF STORM WATER PER PROJECT SWPPP.
7.A NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL
CONSTRUCTION ACTIVITIES 1 ACRE OR MORE.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
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S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.80
80 40 80 160 PP-0
PLAN AND PROFILE
KEY MAP
Sx
x
x
x
x
x
ss
ss
ss
ss
ss
w
w
w
w
w
w
G G G G G G G G G G G G G G G G G
G
G
G
WV
WVWV
H
Y
D
W
W W W W W W W W W W
W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
OH
P
OH
P
OH
P
OH
P
OH
P
S
D
S
D
SD
SD
SD
SD SD SD SD
S
S
S
S
ss
ss
ss
ss
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SSSSSSSSSS
SS
SS
9+
5
0
10
+
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0
11
+
0
0
12
+
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13
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14
+
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PC
:
1
3
+
3
4
.
0
8
BV
C
:
1
1
+
7
3
.
9
7
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C
:
1
2
+
3
3
.
9
7
BV
C
:
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+
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C
:
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:
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I
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:
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.
4
9
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11
+
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4
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1
5
+
5
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G G G G G G G G G G G G G G G G G
G
G
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WV
WVWV
H
Y
D
W
W W W W W W W W W W
W W W W W W
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P
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P
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75.28
75.28
74.98
74.98
75.51
75.51
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75
.
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75.01
74.82 L.P.75.03 75.23
74
.
9
3
75.16
75.01
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74.88 75.18
75.16
74.86
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74
.
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.
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74.
9
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4
.
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75.10
7
4
.
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3
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4
.
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2
74.10
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75.45
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.
7
1
INSTALL 12" SDR-35 PVC-SAN
S
W
R
11+11 (0.00 )
INSTALL 5' SSMH #108 INSTALL 12" SDR-35 PVC-SAN
S
W
R
INSTALL 12" SDR-35 PVC-SA
N
S
W
R
13+34.08 (0.00 )
INSTALL 4' SSMH #113
INSTALL 8" SDR-35 PVC-SAN SWR
202.50 L.F. @ 0.40% SLOPE
EXIST. 12" SAN SWR
80.65 L.F. @ 0.18% SLOPE
10+72.50 (31.00 R)
INSTALL 4' SDMH #236
RIM=4874.89
FL(OUT-SE)=4867.95
FL(IN-NE)=4870.72
INSTALL 12" CLASS III RCP-SD
52.04 L.F. @ 1.00% SLOPE
10+74.51 (26.00 L)
INSTALL SDCB #234
TOG=4874.40
FL(OUT-SW)=4871.29
10+72.50 (26.00 R)
INSTALL SDCB #235
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
12+44 (26.00 R)
INSTALL SDCB #237
INSTALL 12" CLASS III RCP-SD
13+50 (26.00 R)
INSTALL SDCB #239
INSTALL 12" CLASS III RCP-SD
52.00 L.F. @ 1.00% SLOPE
13+50 (31.00 R)
INSTALL 4' SDMH #240
RIM=4874.89
FL(OUT-SE)=4867.93
FL(IN-NE)=4870.71
13+50 (26.00 L)
INSTALL SDCB #238
TOG=4874.40
FL(OUT-SW)=4871.28
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
9+71.24 (0.00 )
INSTALL 5' SSMH #107
RIM=4873.67
FL(OUT-SW)=4861.16
FL(IN-NE)=4861.16
FL(IN-SE)=4861.66
EXIST. 12" SAN SWR
316.78 L.F. @ 0.18% SLOPE INSTALL 5' SIDEWALK
4
5
5
1
3
3
INSTALL 5' SIDEWALK
FUTURE 5' SIDEWALK
FUTURE CURB & GUTTER
FUTURE CURB & GUTTER
FUTURE 5' SIDEWALK
INSTALL 5' SIDEWALK
15+44.72 (26.00 L)
INSTALL SDCB #241
TOG=4874.32
FL(OUT-S)=4871.21
INSTALL 12" CLASS III RCP-SD
52.12 L.F. @ 1.00% SLOPE
10+24.13 (31.50 L)
INSTALL 12"x10" TEE
WITH (2) 12" GATE VALVES
AND (1) 10" GATE VALVE
15+48.20 (26.00 R)
INSTALL SDCB #242
1
1
EX
I
S
T
.
1
2
"
W
A
T
E
R
L
I
N
E
HEMLOCK: BLDG 8 HAWTHORN: BLDG 7
SEE UTILITY PLANS
FOR DESIGN INFORMATION
SAW CUT AND PATCH PAVEMENT
TO THE CITY OF REXBURG STANDARDS
OL
D
U
.
S
.
H
W
Y
1
9
1
75.52 H.P.
75.52 H.P.
75.23
H.P.
H.P.
75.23
2
2
2
EDGE OF PROPOSED ASPHALT
PHASE 1
FUTURE
INSTALL 10" CL-52 D.I. WATER
L
I
N
E75.43
75.43
75.43
75.43
74.8474.91
74.8474.8474.91
74.91
74.91 75.14
75.14
4852
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4852
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
48
7
3
.
8
48
7
4
.
9
48
7
5
.
8
48
7
5
.
3
8
48
7
5
.
0
48
7
5
.
2
2
48
7
3
.
3
48
7
5
.
0
6
48
7
3
.
3
48
7
5
.
0
3
48
7
3
.
3
48
7
5
.
1
5
48
7
3
.
4
48
7
5
.
2
7
48
7
3
.
6
48
7
5
.
3
9
48
7
3
.
6
48
7
5
.
5
1
48
7
3
.
7
48
7
5
.
6
3
48
7
3
.
8
48
7
5
.
6
8
48
7
3
.
8
48
7
5
.
6
6
48
7
3
.
8
48
7
5
.
5
6
48
7
3
.
8
48
7
5
.
4
4
48
7
3
.
9
48
7
5
.
3
2
48
7
3
.
9
48
7
5
.
2
0
48
7
3
.
9
48
7
5
.
0
8
48
7
3
.
9
48
7
5
.
0
0
48
7
3
.
9
48
7
5
.
0
0
48
7
3
.
9
48
7
5
.
0
8
48
7
3
.
9
48
7
5
.
2
0
48
7
3
.
4
48
7
5
.
3
2
48
7
3
.
4
48
7
5
.
3
9
48
7
3
.
5
48
7
5
.
3
8
48
7
3
.
5
48
7
5
.
3
0
48
7
3
.
6
48
7
5
.
1
8
48
7
3
.
5
48
7
5
.
0
6
48
7
3
.
5
48
7
4
.
9
4
48
7
3
.
4
48
7
4
.
8
8
48
7
3
.
4
0.80%0.60%0.60%0.60%0.60%
ST
A
:
1
0
+
1
6
.
7
6
EL
E
V
.
=
4
8
7
5
.
4
0
ST
A
:
1
0
+
7
0
.
5
1
EL
E
V
.
=
4
8
7
4
.
9
7
HIGH POINT ELEV.=4875.68
HIGH POINT STA=12+03.97
PVI STA=12+03.97
PVI ELEV=4875.77
K=50.00
60.00' VC
ST
A
:
1
1
+
7
3
.
9
7
EL
E
V
.
=
4
8
7
5
.
5
9
ST
A
:
1
2
+
3
3
.
9
7
EL
E
V
.
=
4
8
7
5
.
5
9
HIGH POINT ELEV.=4875.40
HIGH POINT STA=14+48.49
PVI STA=14+48.49
PVI ELEV=4875.49
K=50.00
60.00' VC
ST
A
:
1
4
+
1
8
.
4
9
EL
E
V
.
=
4
8
7
5
.
3
1
ST
A
:
1
4
+
7
8
.
4
9
EL
E
V
.
=
4
8
7
5
.
3
1
0.80%0.60%0.60%0.60%0.60%
ST
A
:
1
0
+
1
6
.
7
6
EL
E
V
.
=
4
8
7
5
.
4
0
ST
A
:
1
0
+
7
0
.
5
1
EL
E
V
.
=
4
8
7
4
.
9
7
LOW POINT ELEV.=4874.99
LOW POINT STA=13+50
PVI STA=13+50
PVI ELEV=4874.90
K=50.00
60.00' VC
ST
A
:
1
3
+
2
0
EL
E
V
.
=
4
8
7
5
.
0
8
ST
A
:
1
3
+
8
0
EL
E
V
.
=
4
8
7
5
.
0
8
FINISH GRADE AT CENTERLINE
EXIST GRADE AT CENTERLINE
FL(In-NE)=4861.16
FL(In-SE)=4861.66
FL(Out-SW)=4861.16
INSTALL 12" SDR-35 PVC-SAN SWR 223.08 L.F. @ 0.22% SLOPE
FL(In-SE)=4862.02
FL(In-NE)=4862.24
FL(Out-NW)=4861.97
INSTALL 12" SDR-35 PVC-SAN SWR 139.76 L.F. @ 0.22% SLOPE
INSTALL 12" SDR-35 PVC-SAN SWR 264.16 L.F. @ 0.22% SLOPE
FL(In-SE)=4862.56
FL(Out-NW)=4862.51
9+
7
1
.
2
4
(
0
.
0
0
)
IN
S
T
A
L
L
5
'
S
S
M
H
#
1
0
7
RI
M
=
4
8
7
3
.
6
7
11
+
1
1
(
0
.
0
0
)
IN
S
T
A
L
L
5
'
S
S
M
H
#
1
0
8
RI
M
=
4
8
7
5
.
2
1
13
+
3
4
.
0
8
(
0
.
0
0
)
IN
S
T
A
L
L
4
'
S
S
M
H
#
1
1
3
RI
M
=
4
8
7
5
.
0
1
INSTALL 12" CLASS III RCP-SD 106.41
L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
FL(Out-SE)=4871.82
FL(In-NE)=4870.76
FL(In-NW)=4870.76
FL(Out-SW)=4870.76
12
+
4
4
(
2
6
.
0
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
3
7
TO
G
=
4
8
7
4
.
9
4
13
+
5
0
(
2
6
.
0
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
3
9
TO
G
=
4
8
7
4
.
4
0
INSTALL 10" CL-52 D.I. WATER LINE
5'
M
I
N
.
C
O
V
E
R
FL(In-NE)=4870.77
FL(Out-SW)=4870.77
10
+
7
2
.
5
0
(
2
6
.
0
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
3
5
TO
G
=
4
8
7
4
.
3
9
15
+
4
8
.
2
0
(
2
6
.
0
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
4
2
TO
G
=
4
8
7
4
.
3
0
FL(In-N)=4870.69
FL(Out-E)=4870.69
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG
STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER
SYSTEM.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE
WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
1
2
3
4
5
6
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
PP-1
PLAN AND PROFILE
THOMSON FARMS ROAD
EX
I
S
T
I
N
G
E
L
E
V
@
C
L
DE
S
I
G
N
E
L
E
V
@
C
L
THOMSON FARMS ROAD
0
HORIZONTAL GRAPHIC SCALE
( IN FEET )
HORZ: 1 inch = ft.
VERT: 1 inch = ft.
20
20 10 20 40
4
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGNECY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY
STANDARD PLANS AND SPECIFICATIONS.
5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF
48XX.XX ON THESE PLANS.
GENERAL NOTES
KEYMAP
NOT TO SCALE
M
A
T
C
H
L
I
N
E
S
E
E
D
R
A
W
I
N
G
P
P
-
2
MATCHLINE
SEE OVERALL DWGS FOR DESIGN
MATCHLINE
SEE OVERALL DWGS FOR DESIGN
H Y
D
G
G
G
G
G
G
G
G
G
G
G
G
GGGGG
G
G
G
G
G
G
G
W
W
W
G
W
W
W
W
W
WWV
WV
W
V
W
V
WVWV WV
G
G
G
G
WV
H
Y
D
G
G
G
G
W
W
W
W
W
W
W
W
W
W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
H
Y
D
SD
S
D
SD
SD
SD
SD
S
D
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
SS
SS
S
S
S
S
16
+
0
0
17
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
P
T
:
1
8
+
6
3
.
9
4
BV
C
:
1
6
+
0
0
EV
C
:
1
6
+
6
0
BV
C
:
1
7
+
0
2
.
8
2
EV
C
:
1
7
+
6
2
.
8
2
B
V
C
:
1
8
+
8
2
.
3
8
E
V
C
:
1
9
+
4
2
.
3
8
PV
I
:
1
6
+
3
0
PV
I
:
1
7
+
3
2
.
8
2
P
V
I
:
1
9
+
1
2
.
3
8
15
+
5
0
16
+
5
0
17
+
5
0
1
8
+
5
0
1
9
+
5
0
2
0
+
5
0
H Y
D
G
G
G
G
G
G
G
G
G
G
G
G
GGGGG
G
G
G
G
G
G
G
W
W
W
G
W
W
W
W
W
WWV
WV
W
V
W
V
WVWV WV
G
G
G
G
WV
H
Y
D
G
G
G
G
W
W
W
W
W
W
W
W
W
W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
H
Y
D
74
.
7
3
73.78
73.78
74
.
3
3
74.36
74.65 74.73 74.45
74.15 74.06
73.88
74
.
7
1
74.99
74.81
74
.
3
4
74.36
74.65 74.73 74.45
74.15 74.06
73.88
74.00
74.00
74.30
74.30
7
4
.
5
7
7
4
.
5
7
74.30
74.6074.75
74.50
74.86
74.32
74.50
74.75 74.60
74.30
D D
SD
SD
SD
D
INSTA
L
L
1
2
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
INSTALL 12" CLASS III RCP-SD
52.12 L.F. @ 1.00% SLOPE INSTALL 12" SDR-35 PVC-SAN SWR
INSTALL 12" CLASS III RCP-SD
52.00 L.F. @ 1.00% SLOPE
INSTALL 12
"
C
L
A
S
S
I
I
I
R
C
P
-
S
D
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
INSTALL 12" SDR-3
5
P
V
C
-
S
A
N
S
W
R
INSTALL 12" CLASS III RCP-SD
52.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
INSTALL 10" SDR-35 PVC-SAN SWR
1
INSTALL 5' SIDEWALK
INSTALL 5' SIDEW
A
L
K
1
3
4
4
3
3
FUTURE 5' SIDEWALK
FUTURE CURB & GUTTER
FUTURE 5' SIDEWAL
K
FUTURE CURB & GU
T
T
E
R
15+78.89 (31.50 L)
INSTALL 10"x8" CROSS WITH
(2) 10" GATE VALVES
AND (2) 8" GATE VALVE
21+14.36 (31.49 L)
INSTALL 10" CROSS
WITH (2) 10" GATE VALVES
2
2
2
HICKORY: BLDG 6
SEE UTILITY PLANS
FOR DESIGN INFORMATION
74.32 L.P.
74.32 L.P.
74.76 H.P.
74.76 H.P.
73.86 L.P.
73.86 L.P.
S
T
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
SEE UTILITY PLANS
FOR DESIGN INFORMATION
INSTALL 8" CL-52
D.I. WATER LINE
PH
A
S
E
2
PH
A
S
E
1
15+44.72 (26.00 L)
INSTALL SDCB #241
TOG=4874.32
FL(OUT-S)=4871.21
15+99.01 (0.00 )
INSTALL 4' SSMH #114
15+48.20 (26.00 R)
INSTALL SDCB #242
TOG=4874.30
FL(IN-N)=4870.69
FL(OUT-E)=4870.69
16+30 (26.00 R)
INSTALL SDCB #243
16+30 (31.00 R)
INSTALL 4' SDMH #245
RIM=4874.39
FL(OUT-E)=4867.43
FL(IN-N)=4869.80
18+63.94 (0.00 )
INSTALL 4' SSMH #115
19+12.38 (26.00 L)
INSTALL SDCB #246
TOG=4873.44
FL(OUT-S)=4870.32
19+12.38 (26.00 R)
INSTALL SDCB #247
19+12.38 (31.00 R)
INSTALL 4' SDMH #248
RIM=4873.93
FL(OUT-E)=4866.97
FL(IN-N)=4869.75
20+88.17 (0.00 )
INSTALL 5' SSMH #116
16+30 (26.00 L)
INSTALL SDCB #244
TOG=4873.90
FL(OUT-S)=4870.78
5
6
6
EDGE OF PROPOSED
ASPHALT
5
FUTURE
PHASE 2
INSTALL 10" CL-5
2
D
.
I
.
W
A
T
E
R
L
I
N
E
21+08.17 (0.00 )
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION
75.09
7
4
.
4
8
74.3
9
74.30
73.95
73.95
73.95
73.95
74.67
74.6774.67
74.67
73.97
74.
1
5
7
4
.
4
2
7
4
.
1
0
74.
7
1
74.81
7
4
.
4
2
74
.
6
0
INSTALL 10"
GATE VALVE
74
.
6
9
74.8
8
6
4852
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4852
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
15+50 16+00 17+00 18+00 19+00 20+00 21+00 21+20
48
7
4
.
8
8
48
7
3
.
4
48
7
4
.
8
2
48
7
3
.
3
48
7
4
.
7
0
48
7
3
.
2
48
7
4
.
5
8
48
7
3
.
2
48
7
4
.
5
0
48
7
3
.
2
48
7
4
.
5
0
48
7
3
.
2
48
7
4
.
5
8
48
7
3
.
2
48
7
4
.
7
0
48
7
3
.
2
48
7
4
.
8
2
48
7
3
.
2
48
7
4
.
9
1
48
7
3
.
1
48
7
4
.
9
2
48
7
3
.
1
48
7
4
.
8
5
48
7
3
.
1
48
7
4
.
7
3
48
7
3
.
2
48
7
4
.
6
1
48
7
3
.
2
48
7
4
.
4
9
48
7
3
.
3
48
7
4
.
3
7
48
7
3
.
4
48
7
4
.
2
5
48
7
3
.
5
48
7
4
.
1
3
48
7
3
.
5
48
7
4
.
0
4
48
7
3
.
5
48
7
4
.
0
3
48
7
3
.
5
48
7
4
.
1
0
48
7
3
.
6
48
7
4
.
2
2
48
7
3
.
6
48
7
4
.
3
4
48
7
3
.
6
48
7
4
.
4
6
48
7
3
.
5
48
7
4
.
5
8
48
7
3
.
5
48
7
4
.
7
0
48
7
3
.
5
48
7
4
.
8
2
48
7
3
.
5
48
7
4
.
9
4
48
7
3
.
6
48
7
5
.
0
6
48
7
3
.
5
48
7
5
.
1
8
48
7
3
.
5
16+00 17+00 18+00 19+00 20+00 21+00
0.60%0.60%
0.60%
HIGH POINT ELEV.=4874.93
HIGH POINT STA=17+32.82
PVI STA=17+32.82
PVI ELEV=4875.02
K=50.00
60.00' VC
ST
A
:
1
7
+
0
2
.
8
2
EL
E
V
.
=
4
8
7
4
.
8
4
ST
A
:
1
7
+
6
2
.
8
2
EL
E
V
.
=
4
8
7
4
.
8
4
0.60%0.60%
0.60%
LOW POINT ELEV.=4874.49
LOW POINT STA=16+30
PVI STA=16+30
PVI ELEV=4874.40
K=50.00
60.00' VC
ST
A
:
1
6
+
0
0
EL
E
V
.
=
4
8
7
4
.
5
8
ST
A
:
1
6
+
6
0
EL
E
V
.
=
4
8
7
4
.
5
8
LOW POINT ELEV.=4874.03
LOW POINT STA=19+12.38
PVI STA=19+12.38
PVI ELEV=4873.94
K=50.00
60.00' VC
ST
A
:
1
8
+
8
2
.
3
8
EL
E
V
.
=
4
8
7
4
.
1
2
ST
A
:
1
9
+
4
2
.
3
8
EL
E
V
.
=
4
8
7
4
.
1
2
FINISH GRADE AT CENTERLINE
EXIST GRADE AT CENTERLINE
INSTALL 12" SDR-35 PVC-SAN SWR
264.16 L.F. @ 0.22% SLOPE
INSTALL 12" SDR-35 PVC-SAN SWR 264.16 L.F. @ 0.22% SLOPE
FL(In-E)=4863.19
FL(Out-NW)=4863.14
INSTALL 12" SDR-35 PVC-SAN SWR 224.23 L.F. @ 0.22% SLOPE
FL(In-E)=4863.82
FL(Out-W)=4863.77 INSTALL 10" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.28% SLOPE
FL(In-E)=4865.11
FL(In-S)=4865.11
FL(In-N)=4865.11
FL(Out-W)=4864.31
15
+
9
9
.
0
1
(
0
.
0
0
)
IN
S
T
A
L
L
4
'
S
S
M
H
#
1
1
4
RI
M
=
4
8
7
4
.
5
8
18
+
6
3
.
9
4
(
0
.
0
0
)
IN
S
T
A
L
L
4
'
S
S
M
H
#
1
1
5
RI
M
=
4
8
7
4
.
2
3
20
+
8
8
.
1
7
(
0
.
0
0
)
IN
S
T
A
L
L
5
'
S
S
M
H
#
1
1
6
RI
M
=
4
8
7
4
.
9
9
15
+
9
9
.
0
1
(
0
.
0
0
)
IN
S
T
A
L
L
4
'
S
S
M
H
#
1
1
4
RI
M
=
4
8
7
4
.
5
8
18
+
6
3
.
9
4
(
0
.
0
0
)
IN
S
T
A
L
L
4
'
S
S
M
H
#
1
1
5
RI
M
=
4
8
7
4
.
2
3
19
+
1
2
.
3
8
(
2
6
.
0
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
4
7
TO
G
=
4
8
7
3
.
4
4
16
+
3
0
(
2
6
.
0
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
4
3
TO
G
=
4
8
7
3
.
9
0
FL(In-N)=4869.80
FL(Out-S)=4869.80
FL(In-N)=4870.26
FL(In-W)=4869.85
FL(Out-S)=4869.85
INSTALL 12" CLASS III RCP-SD 83.90 L
.
F
.
@
1
.
0
0
%
S
L
O
P
E
5'
M
I
N
.
C
O
V
E
R
INSTALL 10" CL-52 D.I. WATER LINE
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG
STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER
SYSTEM.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE
WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
1
2
3
4
5
6
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
PP-2
PLAN AND PROFILE
THOMSON FARMS ROAD
EX
I
S
T
I
N
G
E
L
E
V
@
C
L
DE
S
I
G
N
E
L
E
V
@
C
L
THOMSON FARMS ROAD
0
HORIZONTAL GRAPHIC SCALE
( IN FEET )
HORZ: 1 inch = ft.
VERT: 1 inch = ft.
20
20 10 20 40
4
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGNECY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY
STANDARD PLANS AND SPECIFICATIONS.
5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF
48XX.XX ON THESE PLANS.
GENERAL NOTES
MATCHLINE
SEE DRAWING PP-4
MA
T
C
H
L
I
N
E
SE
E
D
R
A
W
I
N
G
P
P
-
1
KEYMAP
NOT TO SCALE
W
WV
G
G
G
G
W
W
V
W
V
G
G
G
G
W W W W W W W W W W W W W W W W W W
W
W
W
W
WV
WV
W
V
G
V
G G G G G G G G G G G G G G G G G G G G G G
G
SS
SS
SS
SS
SS
SS
CO
W
H
Y
D
W
V
E
s
s
g
g
g
g
g
g
W
WV
G
G
G
G
W
W
V
W
V
G
G
G
G
W W W W W W W W W W W W W W W W W W
W
W
W
W
WV
WV
W
V
G
V
G G G G G G G G G G G G G G G G G G G G G G
G
SS
SS
SS
SS
SS
SS
CO
W
H
Y
D
W
V
S
D
SD
SD
S
S
S
ss
ss
ss
SSSSSSSSSSSSSSSSSSSSSSSSSS
W
WV
G
G
G
G
W
W
V
W
V
G
G
G
G
W W W W W W W W W W W W W W W W W W
W
W
W
W
WV
WV
W
V
G
V
G G G G G G G G G G G G G G G G G G G G G G
G
SS
SS
SS
SS
SS
SS
CO
W
H
Y
D
W
V
D
D
D
39
+
5
0
40
+
0
0
41
+
0
0
42
+
0
0
43
+
0
0
44
+
0
0
45
+
0
0
BV
C
:
4
2
+
2
5
.
6
6
EV
C
:
4
2
+
8
5
.
6
6
PV
I
:
4
0
+
0
0
PV
I
:
4
0
+
1
9
.
5
0
PV
I
:
4
0
+
4
2
.
1
5
PV
I
:
4
2
+
5
5
.
6
6
PV
I
:
4
3
+
2
4
.
7
3
40
+
5
0
41
+
5
0
42
+
5
0
43
+
5
0
44
+
5
0
75.54
75.54
75.24
75.24
74.94
74.94
75.84
75.84
76.09
76.09
75.31
75.31
75.01
75.01
74.71
74.71
76
.
0
0
76.28 76.10
75
.
5
8
75
.
6
0
75
.
9
3
74
.
9
0
75.25
74
.
9
0
75.67
W
WV
G
G
G
G
W
W
V
W
V
G
G
G
G
W W W W W W W W W W W W W W W W W W
W
W
W
W
WV
WV
W
V
G
V
G G G G G G G G G G G G G G G G G G G G G G
G
SS
SS
SS
SS
SS
SS
CO
W
H
Y
D
W
V
7
5
.
0
1
75.
1
3
75.
1
6
75.42
75.18
75.37
75.
6
5
75.
2
6
7
5
.
4
7
75.14
7
6
.
0
0
76.
1
0
75
.
7
0
75.89
INSTALL 8" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
INSTALL 12" CLASS III RCP-SD
42.63 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPEINSTALL 12" CLASS III RCP-SD
5.06 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
41.00 L.F. @ 1.00% SLOPE
INSTALL 5' SIDEWALK
FUTURE CURB & GUTTER
FUTURE 5' SIDEWALK
INSTALL 5' SIDEWALK
FUTURE CURB & GUTTER
FUTURE 5' SIDEWALK
335
5
5
4
1
1
2
2
3
40+10.88 (25.85 L)
INSTALL 10" TEE WITH
(3) 10" GATE VALVES
ST
E
G
E
L
M
E
I
E
R
L
A
N
E
INSTALL 10"
GATE VALVE
EDGE OF PROPOSED
ASPHALT
FUTURE
PHASE 3
7
76.00
76.00
76.09
76.09
W
WV
G
G
G
G
W
W
V
W
V
G
G
G
G
W W W W W W W W W W W W W W W W W W
W
W
W
W
WV
WV
W
V
G
V
G G G G G G G G G G G G G G G G G G G G G G
G
SS
SS
SS
SS
SS
SS
CO
W
H
Y
D
W
V
WHITEPINE: BLDG 3
43+20.05 (0.00 )
INSTALL 4' SSMH #126
42+94.71 (20.50 R)
INSTALL SDCB #257
42+83.04 (20.50 L)
INSTALL SDCB #256
TOG=4875.59
FL(OUT-W)=4872.47
42+94.71 (25.50 R)
INSTALL 4' SDMH #258
RIM=4875.93
FL(OUT-N)=4869.08
FL(IN-E)=4871.99
40+44.18 (25.56 R)
INSTALL 4' SDMH #261
RIM=4874.98
FL(OUT-S)=4868.04
FL(IN-E)=4870.91
40+44.15 (20.50 R)
INSTALL SDCB #260
40+43.85 (20.50 L)
INSTALL SDCB #259
TOG=4874.48
FL(OUT-W)=4871.37
39+78.23 (0.00 )
INSTALL 5' SSMH #125
43+20.05 (20.00 L)
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION
FINISH GRADE AT CENTERLINE
EXIST GRADE AT CENTERLINE
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4896
4900
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4896
4900
39+50 40+00 41+00 42+00 43+00 44+00 45+00
48
7
5
.
8
48
7
5
.
4
48
7
4
.
9
48
7
5
.
4
8
48
7
4
.
4
48
7
5
.
0
9
48
7
4
.
5
48
7
4
.
9
7
48
7
4
.
5
48
7
5
.
0
6
48
7
4
.
5
48
7
5
.
1
8
48
7
4
.
5
48
7
5
.
3
0
48
7
4
.
5
48
7
5
.
4
2
48
7
4
.
4
48
7
5
.
5
4
48
7
4
.
4
48
7
5
.
6
6
48
7
4
.
4
48
7
5
.
7
8
48
7
4
.
4
48
7
5
.
9
0
48
7
4
.
5
48
7
6
.
0
2
48
7
4
.
5
48
7
6
.
1
2
48
7
4
.
6
48
7
6
.
1
4
48
7
4
.
6
48
7
6
.
0
9
48
7
4
.
7
48
7
5
.
9
7
48
7
4
.
7
48
7
5
.
8
5
48
7
4
.
8
48
7
5
.
7
3
48
7
4
.
8
48
7
5
.
6
1
48
7
4
.
8
48
7
5
.
4
9
48
7
4
.
9
48
7
5
.
3
7
48
7
4
.
9
48
7
5
.
2
5
48
7
5
.
0
48
7
5
.
1
3
48
7
5
.
0
48
7
5
.
0
1
48
7
5
.
0
48
7
4
.
8
9
48
7
5
.
0
48
7
4
.
7
7
48
7
5
.
0
0.60%2.00%2.00%0.60%
0.60%
0.60%
ST
A
:
3
9
+
8
0
.
5
0
EL
E
V
.
=
4
8
7
5
.
0
9
ST
A
:
4
0
+
0
0
.
0
0
EL
E
V
.
=
4
8
7
5
.
4
8
ST
A
:
4
0
+
1
9
.
5
0
EL
E
V
.
=
4
8
7
5
.
0
9
ST
A
:
4
0
+
4
2
.
1
5
EL
E
V
.
=
4
8
7
4
.
9
5
ST
A
:
4
3
+
2
4
.
7
3
EL
E
V
.
=
4
8
7
5
.
8
2
0.60%2.00%2.00%0.60%
0.60%
0.60%
ST
A
:
3
9
+
8
0
.
5
0
EL
E
V
.
=
4
8
7
5
.
0
9
ST
A
:
4
0
+
0
0
.
0
0
EL
E
V
.
=
4
8
7
5
.
4
8
ST
A
:
4
0
+
1
9
.
5
0
EL
E
V
.
=
4
8
7
5
.
0
9
ST
A
:
4
0
+
4
2
.
1
5
EL
E
V
.
=
4
8
7
4
.
9
5
ST
A
:
4
3
+
2
4
.
7
3
EL
E
V
.
=
4
8
7
5
.
8
2
HIGH POINT ELEV.=4876.15
HIGH POINT STA=42+55.66
PVI STA=42+55.66
PVI ELEV=4876.24
K=50.00
60.00' VC
ST
A
:
4
2
+
2
5
.
6
6
EL
E
V
.
=
4
8
7
6
.
0
6
ST
A
:
4
2
+
8
5
.
6
6
EL
E
V
.
=
4
8
7
6
.
0
6
FL(In-E)=4868.29
FL(Out-N)=4868.24
INSTALL 8" SDR-35 PVC-SAN SWR 341.81 L.F. @ 0.40% SLOPE
FL(In-E)=4866.37
FL(In-S)=4866.87
FL(Out-W)=4866.37
43
+
2
0
.
0
5
(
0
.
0
0
)
IN
S
T
A
L
L
4
'
S
S
M
H
#
1
2
6
RI
M
=
4
8
7
5
.
8
5
5'
M
I
N
.
C
O
V
E
R
39
+
7
8
.
2
3
(
0
.
0
0
)
IN
S
T
A
L
L
5
'
S
S
M
H
#
1
2
5
RI
M
=
4
8
7
4
.
9
4
INSTALL 10" CL-52 D.I.
WATER LINE
40
+
4
4
.
1
5
(
2
0
.
5
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
6
0
TO
G
=
4
8
7
4
.
4
9
FL(In-E)=4870.96
FL(Out-W)=4870.96
42
+
9
4
.
7
1
(
2
0
.
5
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
5
7
TO
G
=
4
8
7
5
.
5
2
FL(In-E)=4872.04
FL(Out-W)=4872.04
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG
STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER
SYSTEM.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE
WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
1
2
3
4
5
6
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
PP-3
PLAN AND PROFILE
STONEBRIDGE STREET
EX
I
S
T
I
N
G
E
L
E
V
@
C
L
DE
S
I
G
N
E
L
E
V
@
C
L
STONEBRIDGE STREET
0
HORIZONTAL GRAPHIC SCALE
( IN FEET )
HORZ: 1 inch = ft.
VERT: 1 inch = ft.
20
20 10 20 40
4
M
A
T
C
H
L
I
N
E
S
E
E
D
R
A
W
I
N
G
P
P
-
4
MATCHLINE
SEE DRAWING PP-6
KEYMAP
NOT TO SCALE
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGNECY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY
STANDARD PLANS AND SPECIFICATIONS.
5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF
48XX.XX ON THESE PLANS.
GENERAL NOTES
W
WV
W
V
W
V
H
Y
D
Y
D
G
G
G
G
G
G
G
G
G
G
W W W
W
W W W W W W W W W W W W W W W
WV
WV
W
V
W
V
G G G G G G G G G G G G G G G G G G G
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
CO
CO
H
Y
D
SDSD
SD
SD S
S
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
W
WV
W
V
W
V
H
Y
D
Y
D
G
G
G
G
G
G
G
G
G
G
W W W
W
W W W W W W W W W W W W W W W
WV
WV
W
V
W
V
G G G G G G G G G G G G G G G G G G G
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
CO
CO
H
Y
D
D
D
45
+
0
0
46
+
0
0
47
+
0
0
48
+
0
0
49
+
0
0
PVI: 45+45.04
PVI: 46+93.79 PV
I
:
4
8
+
6
6
.
5
2
PV
I
:
4
8
+
8
9
.
0
2
PV
I
:
4
9
+
1
4
.
0
2
PV
I
:
4
9
+
3
9
.
0
2
EVC: 45+75.04
EVC: 47+23.79
BV
C
:
4
5
+
1
5
.
0
4
BVC: 46+63.79
45
+
5
0
46
+
5
0
47
+
5
0
48
+
5
0
49
+
5
0
74.71
74.71
W
WV
W
V
W
V
H
Y
D
Y
D
G
G
G
G
G
G
G
G
G
G
W W W
W
W W W W W W W W W W W W W W W
WV
WV
W
V
W
V
G G G G G G G G G G G G G G G G G G G
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
CO
CO
H
Y
D
74
.
5
3
74.53
74
.
8
6
74.77
75.07
75.07
75.24
75.24
75.00
75.00
74.70
74.70
74.40
74.40
74
.
3
0
75.08
74.74
75
.
3
6
74
.
3
0
74.57
74.24
75
.
1
1
74.97 75.14
7
4
.
6
0
74.
7
6
74.
8
6
74.96 74.
8
2
7
4
.
5
6
75.07
75.
1
7
74.
6
5
7
4
.
8
7
74.48
74.
3
9
INSTALL 12" CLASS III RCP-SD
41.05 L.F. @ 1.00% SLOPE INSTALL 12" CLASS III RCP-SD
74.00 L.F. @ 1.00% SLOPE
45+80.05 (0.00 )
INSTALL 4' SSMH #119
INSTALL 8" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.40% SLOPE
45+45.04 (20.50 R)
INSTALL SDCB #254
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
INSTALL SDCB #253
TOG=4874.11
FL(IN-S)=4870.60
FL(OUT-W)=4870.60
INSTALL SDCB #252
TOG=4874.45
FL(OUT-N)=4871.34
49+14.02 (0.00 )
INSTALL 5' SSMH #116
INSTALL 8" SDR-35 PVC-SAN SWR
INSTALL 12" SDR-35 PVC-SAN SWR
INSTALL 12" HP STORM SD
48+64.52 (25.50 R)
INSTALL 4' SDMH #251
RIM=4874.38
FL(OUT-N)=4867.44
FL(IN-E)=4870.31
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
48+64.52 (20.50 R)
INSTALL SDCB #250
INSTALL 12" CLASS III RCP-SD
41.00 L.F. @ 1.00% SLOPE
INSTALL SDCB #249
TOG=4873.89
FL(OUT-W)=4870.77
FUTURE 5' SIDEWALK
5' SIDEWALK
FUTURE WATER LINE
1
2
3
4
5
5
FUTURE CURB & GUTTER
FUTURE
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
45+45.04 (25.50 R)
INSTALL 4' SDMH #255
RIM=4874.60
FL(OUT-N)=4867.64
FL(IN-E)=4870.14
75.24
75.24
75.15
75.15
74.62
74.62
74.53
74.53
74.62
74.62
75.15
75.15
74.30
48+65.01 (26.28 L)
INSTALL 10" G.V.
W/ THRUST BLOCK
48+82.53 (26.32 L)
INSTALL 10" CROSS
W/ (2) 10" G.V.'S
AND THRUST BLOCK
48+82.53 (42.00 L)
INSTALL 10" G.V.
W/ THRUST BLOCK
45+80.05 (20.00 L)
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION
49+34.02 (0.00 )
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION
PHASE 2
FINISH GRADE AT CENTERLINE
EXIST GRADE AT CENTERLINE
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4896
4900
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4896
4900
45+00 46+00 47+00 48+00 49+00 49+60
48
7
4
.
7
7
48
7
5
.
0
48
7
4
.
6
5
48
7
5
.
0
48
7
4
.
5
9
48
7
4
.
9
48
7
4
.
6
1
48
7
4
.
8
48
7
4
.
7
1
48
7
4
.
3
48
7
4
.
8
3
48
7
4
.
2
48
7
4
.
9
5
48
7
4
.
2
48
7
5
.
0
7
48
7
4
.
1
48
7
5
.
1
9
48
7
4
.
0
48
7
5
.
2
8
48
7
4
.
0
48
7
5
.
3
0
48
7
3
.
9
48
7
5
.
2
3
48
7
3
.
9
48
7
5
.
1
1
48
7
4
.
0
48
7
4
.
9
9
48
7
4
.
0
48
7
4
.
8
7
48
7
3
.
9
48
7
4
.
7
5
48
7
3
.
9
48
7
4
.
6
3
48
7
3
.
8
48
7
4
.
5
1
48
7
3
.
7
48
7
4
.
3
9
48
7
3
.
7
48
7
4
.
4
4
48
7
3
.
6
48
7
4
.
7
1
48
7
3
.
6
48
7
4
.
8
7
48
7
3
.
5
48
7
4
.
4
8
48
7
3
.
5
48
7
4
.
3
6
48
7
3
.
4
0.60%0.60%2.00%0.60%2.00%
ST
A
:
4
8
+
6
6
.
5
2
EL
E
V
.
=
4
8
7
4
.
3
6
ST
A
:
4
8
+
8
9
.
0
2
EL
E
V
.
=
4
8
7
4
.
4
9
ST
A
:
4
9
+
1
4
.
0
2
EL
E
V
.
=
4
8
7
4
.
9
9
ST
A
:
4
9
+
3
9
.
0
2
EL
E
V
.
=
4
8
7
4
.
4
9
0.60%0.60%2.00%0.60%2.00%
ST
A
:
4
8
+
6
6
.
5
2
EL
E
V
.
=
4
8
7
4
.
3
6
ST
A
:
4
8
+
8
9
.
0
2
EL
E
V
.
=
4
8
7
4
.
4
9
ST
A
:
4
9
+
1
4
.
0
2
EL
E
V
.
=
4
8
7
4
.
9
9
ST
A
:
4
9
+
3
9
.
0
2
EL
E
V
.
=
4
8
7
4
.
4
9
HIGH POINT ELEV.=4875.30
HIGH POINT STA=46+93.79
PVI STA=46+93.79
PVI ELEV=4875.39
K=50.00
60.00' VC
ST
A
:
4
6
+
6
3
.
7
9
EL
E
V
.
=
4
8
7
5
.
2
1
ST
A
:
4
7
+
2
3
.
7
9
EL
E
V
.
=
4
8
7
5
.
2
1
LOW POINT ELEV.=4874.59
LOW POINT STA=45+45.04
PVI STA=45+45.04
PVI ELEV=4874.50
K=50.00
60.00' VC
ST
A
:
4
5
+
1
5
.
0
4
EL
E
V
.
=
4
8
7
4
.
6
8
ST
A
:
4
5
+
7
5
.
0
4
EL
E
V
.
=
4
8
7
4
.
6
8
FL(In-E)=4866.50
FL(Out-S)=4866.45
INSTALL 8" SDR-35 PVC-SAN SWR 333.98 L.F. @ 0.40% SLOPE
FL(In-E)=4865.11
FL(In-S)=4865.11
FL(In-N)=4865.11
FL(Out-W)=4864.31
INSTALL 8" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.40% SLOPE
49
+
1
4
.
0
2
(
0
.
0
0
)
IN
S
T
A
L
L
5
'
S
S
M
H
#
1
1
6
RI
M
=
4
8
7
4
.
9
9
45
+
8
0
.
0
5
(
0
.
0
0
)
IN
S
T
A
L
L
4
'
S
S
M
H
#
1
1
9
RI
M
=
4
8
7
4
.
7
1
FL(In-E)=4870.19
FL(Out-W)=4870.19
45
+
4
5
.
0
4
(
2
0
.
5
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
5
4
TO
G
=
4
8
7
4
.
1
1
48
+
6
4
.
5
2
(
2
0
.
5
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
5
0
TO
G
=
4
8
7
3
.
8
9
FL(In-E)=4870.36
FL(Out-W)=4870.36
INSTALL 10" CL 52
WATER LINE
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG
STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER
SYSTEM.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE
WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
1
2
3
4
5
6
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
PP-4
PLAN AND PROFILE
STONEBRIDGE STREET
EX
I
S
T
I
N
G
E
L
E
V
@
C
L
DE
S
I
G
N
E
L
E
V
@
C
L
STONEBRIDGE STREET
0
HORIZONTAL GRAPHIC SCALE
( IN FEET )
HORZ: 1 inch = ft.
VERT: 1 inch = ft.
20
20 10 20 40
4
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGNECY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY
STANDARD PLANS AND SPECIFICATIONS.
5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF
48XX.XX ON THESE PLANS.
GENERAL NOTES
MATCHLINE
SEE DRAWING PP-2
MA
T
C
H
L
I
N
E
SE
E
D
R
A
W
I
N
G
P
P
-
3
KEYMAP
NOT TO SCALE
GV
x
x
x
x
x
x
x
x
g
gggggggggggg
g g g g g g g
w
w
w
w
W W W W W W W W W W W W W W
W
V
WV
WV
H Y D
W
W
W
W
W
W
W
WV
WVWV
WV
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
S
D
SD
S
D
Sssssssssssssssssssssssss
ssssssssssss
S
S
S
S
S
S
D
D
59
+
2
6
60+
0
0
61
+
0
0
62
+
0
0
63
+
0
0
64
+
0
0
PC
:
6
0
+
1
9
.
7
6
PT
:
6
1
+
1
0
.
1
6
PV
I
:
5
9
+
9
6
.
7
3
PV
I
:
6
2
+
3
1
.
0
8
PV
I
:
6
3
+
2
6
.
2
2
EV
C
:
6
2
+
6
1
.
0
8
EV
C
:
6
3
+
6
6
.
2
2
BV
C
:
6
2
+
8
6
.
2
2
BVC: 62+01.08
59+
5
0
60
+
5
0
61
+
5
0
62
+
5
0
63
+
5
0
76.00
76.00
75.50
75.50
75.10
75.10
76.00
76.00
75.30
75.30
75.06
75.06
75.00
74.75
74.50
74.
2
0
73.
9
7
75.
1
8
75.00
74.75
74.50
74.
2
0
73.
9
7
75.
2
3
74.77
74.37
74
.
3
9
7
4
.
8
1
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
41.00 L.F. @ 1.00% SLOPE
INSTALL 12" HP STORM SD
INSTALL 12" HP STORM SD
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
INSTALL 12" CLASS III RCP-SD
41.00 L.F. @ 1.00% SLOPE
EXIST. 8" SAN SWR
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
EXIST. 8" SAN SWR
INSTALL 5' SIDEWALK
INSTALL 10" CL 52 WATER LINE
FUTURE 5' SIDEWALK
1
2
23
45 5
FUTURE CURB & GUTTER
FUTURE PHASE 3
76.12
76.12
75.48
75.48
75.09
75.09
75.12
75.12
OL
D
U
.
S
.
H
W
Y
1
9
1
59+49.07 (7.00 R)
INSTALL 12"X10" TEE
W/ (2) 12" G.V.'S,
(1) 10" G.V., AND
THRUST BLOCK
60+70.24 (14.75 R)
INSTALL 10"
11° FITTING W/
THRUST BLOCK
60+72.96 (15.24 R)
INSTALL 10"
22.5° FITTING W/
THRUST BLOCK
63+70.82 (10.99 R)
INSTALL 10"X8" TEE
W/ (2) 10" G.V.'S AND
(1) 8'" G.V. AND
THRUST BLOCK
EDGE OF PROPOSED ASPHALT
59+98.73 (25.50 R)
INSTALL 4' SDMH #270
RIM=4874.06
FL(OUT-SE)=4867.14
FL(IN-NE)=4869.99
59+98.73 (20.50 R)
INSTALL SDCB #269
INSTALL SDCB #268
TOG=4873.56
FL(OUT-SW)=4870.45
63+43.37 (25.50 R)
INSTALL 4' SDMH #267
RIM=4875.13
FL(OUT-W)=4868.17
FL(IN-N)=4871.06
63+43.37 (20.51 R)
INSTALL SDCB #266
INSTALL SDCB #265
TOG=4874.63
FL(OUT-S)=4871.52
62+55.45 (22.34 L)
EXIST. SSMH #105EX
FINISH GRADE AT CENTERLINE
EXIST GRADE AT CENTERLINE
4852
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4896
4852
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4896
59+26 60+00 61+00 62+00 63+00 64+00
48
7
6
.
3
48
7
5
.
8
48
7
5
.
1
3
48
7
5
.
0
48
7
4
.
5
3
48
7
4
.
4
48
7
4
.
0
6
48
7
4
.
4
48
7
4
.
2
6
48
7
4
.
8
48
7
4
.
4
6
48
7
4
.
3
48
7
4
.
6
6
48
7
4
.
3
48
7
4
.
8
6
48
7
4
.
0
48
7
5
.
0
6
48
7
3
.
9
48
7
5
.
2
6
48
7
3
.
9
48
7
5
.
4
6
48
7
3
.
8
48
7
5
.
6
6
48
7
3
.
8
48
7
5
.
8
6
48
7
3
.
9
48
7
6
.
0
6
48
7
3
.
9
48
7
6
.
1
8
48
7
3
.
9
48
7
6
.
1
4
48
7
3
.
9
48
7
5
.
9
3
48
7
3
.
8
48
7
5
.
6
3
48
7
3
.
8
48
7
5
.
3
6
48
7
3
.
9
48
7
5
.
1
8
48
7
4
.
1
48
7
5
.
1
1
48
7
4
.
2
48
7
5
.
1
5
48
7
4
.
2
48
7
5
.
2
6
48
7
4
.
2
48
7
5
.
3
8
48
7
4
.
2
60+00 61+00 62+00 63+00
3.00%1.00%
1.50%
0.60%
ST
A
:
5
9
+
4
4
.
3
3
EL
E
V
.
=
4
8
7
5
.
6
0
ST
A
:
5
9
+
9
6
.
7
3
EL
E
V
.
=
4
8
7
4
.
0
2
3.00%1.00%
1.50%
0.60%
ST
A
:
5
9
+
4
4
.
3
3
EL
E
V
.
=
4
8
7
5
.
6
0
ST
A
:
5
9
+
9
6
.
7
3
EL
E
V
.
=
4
8
7
4
.
0
2
HIGH POINT ELEV.=4876.19
HIGH POINT STA=62+25.08
PVI STA=62+31.08
PVI ELEV=4876.37
K=24.00
60.00' VC
ST
A
:
6
2
+
0
1
.
0
8
EL
E
V
.
=
4
8
7
6
.
0
7
ST
A
:
6
2
+
6
1
.
0
8
EL
E
V
.
=
4
8
7
5
.
9
2
LOW POINT ELEV.=4875.11
LOW POINT STA=63+43.36
PVI STA=63+26.22
PVI ELEV=4874.94
K=38.10
80.00' VC
ST
A
:
6
2
+
8
6
.
2
2
EL
E
V
.
=
4
8
7
5
.
5
4
ST
A
:
6
3
+
6
6
.
2
2
EL
E
V
.
=
4
8
7
5
.
1
8
62
+
5
5
.
4
5
(
2
2
.
3
4
L
)
EX
I
S
T
.
S
S
M
H
#
1
0
5
E
X
RI
M
=
4
8
7
5
.
7
4
EXIST. 8" SAN SWR 309.21 L.F. @ 0.36% SLOPE
EXIST. 8" SAN SWR 369.01 L.F. @ 0.68% SLOPE
IE(IN)=4865.24
IE(OUT)=4865.24
IE(IN)=4865.74
INSTALL 10" CL-52 D.I. WATER LINE
5
'
M
I
N
.
C
O
V
E
R
59
+
9
8
.
7
3
(
2
0
.
5
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
6
9
TO
G
=
4
8
7
3
.
5
6
63
+
4
3
.
3
7
(
2
0
.
5
1
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
6
6
TO
G
=
4
8
7
4
.
6
3
FL(In-NE)=4870.04
FL(Out-SW)=4870.04
FL(In-N)=4871.11
FL(Out-S)=4871.11
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG
STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER
SYSTEM.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE
WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
1
2
3
4
5
6
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
PP-5
PLAN AND PROFILE
STEGELMEIER LANE
EX
I
S
T
I
N
G
E
L
E
V
@
C
L
DE
S
I
G
N
E
L
E
V
@
C
L
STEGELMEIER LANE
0
HORIZONTAL GRAPHIC SCALE
( IN FEET )
HORZ: 1 inch = ft.
VERT: 1 inch = ft.
20
20 10 20 40
4
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGNECY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY
STANDARD PLANS AND SPECIFICATIONS.
5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF
48XX.XX ON THESE PLANS.
GENERAL NOTES
M
A
T
C
H
L
I
N
E
S
E
E
D
R
A
W
I
N
G
P
P
-
6
KEYMAP
NOT TO SCALE
EE
ss
g g g g g g g g g g g
W W
G G G G G
W
W W W W W W W W
WVWV
WV
GV
G
G
G
G
G
W
H Y
D
WVSD
S
D
SD
SD
SSssssssssssssss
s
s
s
s
s
s
s
s
D
D
64
+
0
0
65
+
0
0
66
+
0
0
PV
I
:
6
4
+
4
6
.
2
2
PV
I
:
6
5
+
2
0
.
4
4
PV
I
:
6
6
+
4
0
.
8
4
EV
C
:
6
4
+
7
6
.
2
2
BV
C
:
6
4
+
1
6
.
2
2
BV
C
:
6
4
+
9
0
.
4
4
BV
C
:
6
6
+
1
0
.
8
4
EVC: 65+50.44
64
+
5
0
65
+
5
0
66
+
5
0
75.33
75.33
75.51
75.51
75.29
75.29
75.34
75
.
2
5
74.90
FUTURE 5' SIDEWALKINSTALL 5' SIDEWALK
35
2
65+64.66 (21.76 L)
INSTALL 5' SSMH #125
65+20.44 (25.50 R)
INSTALL 4' SDMH #264
RIM=4875.32
FL(OUT-W)=4868.36
FL(IN-N)=4871.25
INSTALL 12" CLASS III RCP-SD
5.00 L.F. @ 1.00% SLOPE
65+20.44 (20.50 R)
INSTALL SDCB #263
INSTALL 12" CLASS III RCP-SD
41.00 L.F. @ 1.00% SLOPE
INSTALL SDCB #262
TOG=4874.82
FL(OUT-S)=4871.71
EXIST. 8" SAN SWR
66+17.40 (21.66 L)
EXIST. SSMH #106EX
75.
1
3
75.01
74.90
75.
1
6
7
5
.
4
2
75
.
6
7
65+90.40 (10.98 R)
INSTALL 10" TEE
W/ THRUST BLOCK
AND (3) 10" G.V.'S
FUTURE CURB & GUTTER
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
75.25
75.51
75.51 75.25
FUTURE 5' SIDEWALK
FUTURE CURB & GUTTER
INSTALL 10" CL 52 WATER LINE
75.34
75.34
75.42
75.42
75.42
75.42
75.70
75.70
EDGE OF PROPOSED
ASPHALT
1
7
FINISH GRADE AT CENTERLINE
EXIST GRADE AT CENTERLINE
4852
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4896
4852
4856
4860
4864
4868
4872
4876
4880
4884
4888
4892
4896
64+00 65+00 66+00 66+60
48
7
5
.
3
8
48
7
4
.
2
48
7
5
.
5
0
48
7
4
.
2
48
7
5
.
5
7
48
7
4
.
2
48
7
5
.
5
5
48
7
4
.
2
48
7
5
.
4
6
48
7
4
.
3
48
7
5
.
3
5
48
7
4
.
3
48
7
5
.
3
1
48
7
4
.
4
48
7
5
.
3
4
48
7
4
.
4
48
7
5
.
4
5
48
7
4
.
4
48
7
5
.
5
7
48
7
4
.
4
48
7
5
.
6
9
48
7
4
.
5
48
7
5
.
8
0
48
7
4
.
5
48
7
5
.
8
5
48
7
4
.
6
48
7
5
.
8
1
48
7
4
.
8
0.60%0.60%0.60%0.60%
HIGH POINT ELEV.=4875.57
HIGH POINT STA=64+46.22
PVI STA=64+46.22
PVI ELEV=4875.66
K=50.00
60.00' VC
ST
A
:
6
4
+
1
6
.
2
2
EL
E
V
.
=
4
8
7
5
.
4
8
ST
A
:
6
4
+
7
6
.
2
2
EL
E
V
.
=
4
8
7
5
.
4
8
HIGH POINT ELEV.=4875.85
HIGH POINT STA=66+40.84
PVI STA=66+40.84
PVI ELEV=4875.94
K=50.00
60.00' VC
ST
A
:
6
6
+
1
0
.
8
4
EL
E
V
.
=
4
8
7
5
.
7
6
LOW POINT ELEV.=4875.31
LOW POINT STA=65+20.44
PVI STA=65+20.44
PVI ELEV=4875.22
K=50.00
60.00' VC
ST
A
:
6
4
+
9
0
.
4
4
EL
E
V
.
=
4
8
7
5
.
4
0
ST
A
:
6
5
+
5
0
.
4
4
EL
E
V
.
=
4
8
7
5
.
4
0
65
+
6
4
.
6
6
(
2
1
.
7
6
L
)
IN
S
T
A
L
L
5
'
S
S
M
H
#
1
2
5
RI
M
=
4
8
7
4
.
9
4
EXIST. 8" SAN SWR
52.74 L.F. @ 0.36% SLOPE
FL(In-E)=4866.37
FL(In-S)=4866.87
FL(Out-W)=4866.37
EXIST. 8" SAN SWR 309.21 L.F. @ 0.36% SLOPE
FL(Out-W)=4866.56
66
+
1
7
.
4
0
(
2
1
.
6
6
L
)
EX
I
S
T
.
S
S
M
H
#
1
0
6
E
X
RI
M
=
4
8
7
5
.
6
9
INSTALL 10" CL-52 D.I. WATER LINE
65
+
2
0
.
4
4
(
2
0
.
5
0
R
)
IN
S
T
A
L
L
S
D
C
B
#
2
6
3
TO
G
=
4
8
7
4
.
8
2
FL(In-N)=4871.30
FL(Out-S)=4871.30
5
'
M
I
N
.
C
O
V
E
R
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
30” CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG
STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
SEE DRAINAGE PLANS FOR ADDITIONAL INFORMATION ON UNDERGROUND RETENTION CHAMBER
SYSTEM.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR FUTURE
WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
1
2
3
4
5
6
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835A
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REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
5/22/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
PP-6
PLAN AND PROFILE
STEGELMEIER LANE
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0
HORIZONTAL GRAPHIC SCALE
( IN FEET )
HORZ: 1 inch = ft.
VERT: 1 inch = ft.
20
20 10 20 40
4
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGNECY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
4.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY
STANDARD PLANS AND SPECIFICATIONS.
5.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, UTILITY STRUCTURES OR PIPES.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS
8.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF
48XX.XX ON THESE PLANS.
GENERAL NOTES
MATCHLINE
SEE DRAWING PP-3
KEYMAP
NOT TO SCALE
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PG'PPG'PM'S M'S ZS'MCA'F CA'FCA'F CA'FCA'FCA'FBT'C BT'CBT'C BT'C BT'CBT'C BT'CBT'C BT'C BT 'CBT'C BT'CBT'C R'NW R'NWR'NW R'NWR'NW R'NWJH'B JH'B JH'B JH'B JH'B JH'BCA'B CA'B
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R'N
W
R'N
W
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
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B
MS
'
A
MS
'
A
MS
'
A
MS
'
A MS
'
A
MS
'
A
PN
'
A
PN
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A
MS
'
A
MS
'
A
MS
'
A
MS
'
A MS
'
A
MS
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A
PN
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A
PN
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A
MS'A MS'A MS'AMS'A MS'A MS'APN'A PN'A SB'L SB'LSB'L SB'LPN'A PN'A MS'AMS'A MS'AMS'AMS'A MS'A SB'L SB'LSB'LSB'L SB'L SB'LCA'F CA'F CA'F CA'F CA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'C CA'F CA'F CA'F BT'C BT'C BT'C PG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NWPG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'HPV'H PV'H R'NWR'NWR'NW CA'F CA'F CA'F CA'F CA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'C CA'F CA'F CA'F BT'C BT'C BT'C PG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NWPG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NW R'NWR'NW R'NWR'NW R'NWR'NW CA'FCA'F CA'F CA'F CA'F CA'F CA'FCA'F CA'FCA'F CA'F CA'F CA'FCA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'CCA'F CA'F CA'F BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW PG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW CA'F CA'F CA'F CA'F BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NWCA'F CA'F CA'FCA'F CA'F CA'F CA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'C PG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NWPG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NW CA'F CA'F CA'F CA'FCA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'H PV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW BT'C BT'C BT'CBT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW CA'F CA'F CA'F CA'FCA'F CA'F CA'FBT'C BT'C BT'C BT'C BT'C BT'CCA'F CA'F CA'F BT'C BT'C BT'CPG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NW PG'PM'SZS'M JH'BJH'BJH'BCA'BPP'G PV'HPV'H PV'H PV'H PV'H PV'HR'NW R'NW R'NWCA'F CA'F CA'F CA'F CA'F CA'F CA'F BT'C BT'C BT'C BT'C BT'C BT'C CA'F CA'F CA'F BT'C BT'C BT'C PG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NWPG'P M'S ZS'MJH'B JH'B JH'B CA'B PP'GPV'H PV'HPV'HPV'H PV'HPV'H R'NWR'NWR'NW
SB
'
L
SB
'
L
SB
'
L
SB
'
L
SB
'
L
SB
'
L
SB
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RF
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G RF
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G RF
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G
RF
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G
RF
'
G
RF
'
G
RF
'
G
RF
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G
RF
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G RF
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G PN
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PN
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SB'L SB'L SB'L SB'LPN'A PN'A PN'APN'A SB'LSB'LSB'LSB'L
CA
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F
CA
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F
CA
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F
CA
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CA
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CA
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CA
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CA
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CA
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CA
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F
CA
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F
CA
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CA
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CA'FCA'FCA'F CA'FCA'F CA'F CA'FCA'F
CA
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B
CA
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B
CA
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CA
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RF
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R
RF
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RF
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PO
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S
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PO
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PO
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JH
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JH
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B'G
M
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PP
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PP
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PV
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PV
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PV
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CA
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F
CA
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BT
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C
BT
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BT
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BT
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BT
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BT
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CS
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CS
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CS
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PF
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PF
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PF
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PF
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PF
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MS
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D
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D
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PO
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PV
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PV
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BT
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CS
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MS
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DMS
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JH
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G
RF
'
G
RF
'
G
RF
'
G
ZS
'
M
ZS
'
M
ZS
'
M
ZS
'
M
M'S
M'S
M'S
M'S
QR
'
F
QR
'
F
QR
'
F
QR
'
F
PN
'
A
PN
'
A
PN
'
A
PN
'
A
PP
'
G
PP
'
G
PP
'
G
PP
'
G
PP
'
G
PP
'
G
R'N
W
R'N
W
R'N
W
R'N
W
R'N
W
R'N
W
R'N
W
R'N
W
R'N
W
R'N
W
R'N
W
R'N
W
PO
'
S
PO
'
S
JH
'
B
JH
'
B
PO
'
S
PO
'
S
RF
'
R
RF
'
R
RF
'
R
B'G
M
B'G
M
B'G
M
B'G
M
B'G
M
B'G
M
B'G
M
B'G
M
B'G
M
B'G
M
B'G
M
PV
'
H
PV
'
H
PV
'
H
PV
'
H
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
BT
'
C
BT
'
C
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K MS
'
D
PF
'
G
PF
'
G
PF
'
G
PF
'
G
MS
'
D
MS
'
D
MS
'
D
MS
'
D
MS
'
D
JH
'
B
JH
'
B
JH
'
B
JH
'
B
H'L
B
H'L
B
H'L
B
H'L
B
H'L
B
PF
'
G
PF
'
G
H'L
B
H'L
B
H'L
B
H'L
B
H'L
B
RF
'
G
RF
'
G
RF
'
G
RF
'
G
RF
'
G
RF
'
G
RF
'
GRF
'
G
RF
'
G
RF
'
G
RF
'
G
RF
'
G
ZS
'
M
ZS
'
M
ZS
'
M
ZS
'
M
M'S
M'S
M'S
M'S
QR
'
F
QR
'
F
QR
'
F
QR
'
F
PN
'
A
PN
'
A
PN
'
A
PN
'
A
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
AT
'
P
SB
'
LSB
'
L
SB
'
LCS
'
K
CS
'
K
CS
'
K
PN
'
A
PN
'
A
AT
'
P
SB
'
LSB
'
L
SB
'
LCS
'
K
CS
'
K
CS
'
K
PN
'
A
PN
'
A
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
R'N
W
R 'N
W
R'N
W
R 'N
W
R 'N
W
R'N
W
P P 'G
P P 'G
P P 'G
PP
'
G
P N'A
P N'A
PO
'
S
B'G
M
B'G
M
B'G
M
PO
'
S
B'G
M
JH
'
B
JH
'
B
P P'G
R 'N W
R'N
W
R'N
W
J H 'B
P P'G
R'N
W
R'N
W
R'NW
JH
'
B
RF
'
R
RF
'
R
RF
'
R
RF
'
R
RF
'
R
RF
'
R
SB
'
L
SB
'
L
CS
'
K
CS
'
K
CS
'
K
CS
'
K
SB
'
L
SB
'
L
P P 'G
R'N
W
R'NW
R'N
W
JH
'
B
PP
'
G
R'N
W
R'N
W
R 'N
W
J H 'B
RF
'
R
RF
'
R
RF
'
R
RF
'
R
RF
'
R
RF
'
R
SB
'
L
SB
'
L
CS
'
K
CS
'
K
CS
'
K
CS
'
K
SB
'
L
SB
'
L
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
BT
'
C BT
'
C
PV
'
H
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
C
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
BT
'
C BT
'
C
PV
'
H
PV
'
H
PV
'
H
PV
'
H
BT
'
C
BT
'
C
BT
'
C
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
JH
'
B
JH
'
B
JH
'
B
BT
'
C
BT
'
C BT
'
C
BT
'
C
BT
'
C
BT
'
C
BT
'
CBT
'
C
BT
'
C
BT
'
C
BT
'
C
JH
'
B
JH
'
B
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
JH
'
B
JH
'
B
JH
'
B
PV
'
H
PV
'
H
PV
'
H
JH
'
B
JH
'
B
JH
'
B
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
JH
'
B
JH
'
B
JH
'
B
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
JH
'
B
JH
'
B
JH
'
B
SB
'
LSB
'
L
SB
'
L
SB
'
LSB
'
L
SB
'
L
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
SB
'
LSB
'
L
SB
'
L
SB
'
LSB
'
L
SB
'
L
SB
'
LSB
'
L
SB
'
L
SB
'
LSB
'
L
SB
'
L
SB
'
LSB
'
L
SB
'
L
SB
'
LSB
'
L
SB
'
L
SB
'
LSB
'
L
SB
'
L
PV
'
H
PV
'
H
PV
'
H
SB
'
LSB
'
L
SB
'
L
PV
'
H
PV
'
H
SB
'
LSB
'
L
SB
'
L
PV
'
H
PV
'
H
SB
'
L
SB
'
L
SB
'
L
SB
'
L
SB
'
L
SB
'
L
SB
'
L
SB
'
L
B'G
M
B'G
M
B'G
M
B'G
M
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
CA
'
F
TY
P
E
3
T
Y
P
E
3
TY
P
E
1
TY
P
E
1
TY
P
E
3
T
Y
P
E
3
TY
P
E
1
TY
P
E
1
TYPE 3TYPE 3TYPE 3 TYPE 3TYPE 1TYPE 1TYPE 2 TYPE 2 TYPE 3 TYPE 3
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
SJ
SJ
BT
'
C
BT
'
C
SB
'
L
SB
'
L
SB
'
L
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
CP
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
CP
PN
PN
PN
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
PV
'
H
CP
JH
'
B
JH
'
B
JH
'
B
JH
'
B
JH
'
B
PV
'
H
PV
'
H
PV
'
H
PV
'
H PV
'
H
PV
'
H
PV
'
H PV
'
H
PV
'
H
BT
'
C
CS
'
K
RF
'
G
RF
'
G
RF
'
G
RF
'
G
RF
'
G
SB
'
L
SB
'
L
SB
'
L
SB
'
L
SB
'
L
P O'S PO
'S
P O'S
P O 'S
PO
'S
P O 'S
RF
'
G
RF
'
G
RF
'
GRF
'
G
RF
'
G
RF
'
G
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
CS
'
K
(1
)
Z
S
(1
)
Z
S
(1
)
Z
S
(1
)
Z
S
(1
)
Z
S
(1
)
Z
S
(1
)
Z
S
(1
)
Z
S
(1
)
Z
S
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
F
A
'
A
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(1
)
A
P
'
E
(5
)
C
A
'
F
(5
)
C
A
'
F
(3
)
P
N
'
A
(6
)
C
S
'
K
(5
)
S
B
'
L
(3
)
P
N
'
A
(1
)
A
T
'
P
(5
)
C
A
'
F
(5
)
C
A
'
F
(5
)
J
H
'
B
(6
)
R
F
'
G
(2
)
P
N
'
A
(7
)
S
B
'
L
(5
)
R
F
'
G
(5
)
S
B
'
L
(5
)
R
F
'
G
(5
)
J
H
'
B
(5
)
C
S
'
K
(1
)
A
T
'
P
(5
)
S
B
'
L
(5
)
C
S
'
K
(1
)
A
T
'
P
(5
)
S
B
'
L
(4
)
C
S
'
K
(5
)
S
B
'
L
(1
)
A
T
'
P
(3
)
C
S
'
K
(4
)
S
B
'
L
(1
)
A
T
'
P
(5
)
J
H
'
B
(3
)
P
N
(5
)
J
H
'
B
(8
)
M
S
'
A
(3
)
P
N
(1
)
C
P
(3
)
P
V
'
H
(5
)
J
H
'
B
(1
)
C
P
L
(3
)
P
V
'
H
(5
)
J
H
'
B
(1
)
C
P
L
(3
)
P
N
(3
)
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n
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o
r
c
o
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d
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t
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o
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t
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t
he
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d
w
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re
p
l
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a
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l
y
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n
y
p
l
a
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t
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o
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a
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o
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n
y
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t
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e
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s
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t
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a
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PA
R
T
I
I
-
P
R
O
D
U
C
T
S
2.
1
L
A
N
D
S
C
A
P
E
M
A
T
E
R
I
A
L
S
A.
T
r
e
e
S
t
a
k
i
n
g
:
A
l
l
t
r
e
e
s
s
h
a
l
l
b
e
s
t
a
k
e
d
f
o
r
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n
e
y
e
a
r
w
a
r
r
a
n
t
y
p
e
r
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o
d
.
A
l
l
t
r
e
e
s
n
o
t
p
l
u
m
b
s
h
a
l
l
be
r
e
p
l
a
c
e
d
.
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t
a
k
e
d
t
r
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e
s
s
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a
l
l
u
s
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v
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n
y
l
t
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e
e
t
i
e
s
a
n
d
t
r
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e
s
t
ak
e
s
t
w
o
(
2
)
i
n
c
h
b
y
t
w
o
(
2
)
b
y
ei
g
h
t
(
8
)
f
o
o
t
c
o
m
m
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n
p
i
n
e
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t
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k
e
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d
a
s
s
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o
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d
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t
a
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l
s
.
B.
T
r
e
e
W
r
a
p
:
T
r
e
e
w
r
a
p
i
s
n
o
t
t
o
b
e
u
s
e
d
.
C.
M
u
l
c
h
:
S
e
e
P
l
a
n
s
.
A
l
l
p
l
a
n
t
e
r
b
e
d
s
t
o
r
e
c
e
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v
e
a
m
i
n
i
m
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m
4
”
l
a
ye
r
f
o
r
t
r
e
e
s
,
s
h
r
u
b
s
,
a
n
d
pe
r
e
n
n
i
a
l
s
a
n
d
1
”
f
o
r
g
r
o
u
n
d
c
o
v
e
r
s
.
D.
W
e
e
d
B
a
r
r
i
e
r
:
D
e
W
i
t
t
5
o
z
.
w
e
e
d
b
a
r
r
i
e
r
f
a
b
r
i
c
.
M
a
n
u
f
a
c
t
u
r
e
d
by
D
e
W
i
t
t
C
o
m
p
a
n
y
,
de
w
i
t
t
c
o
m
p
a
n
y
.
c
o
m
o
r
a
p
p
r
o
v
e
d
e
q
u
a
l
.
E.
T
r
e
e
,
S
h
r
u
b
,
a
n
d
G
r
a
s
s
B
a
c
k
f
i
l
l
M
i
x
t
u
r
e
;
B
a
c
k
f
i
l
l
m
i
x
t
u
r
e
t
o
be
5
0
%
n
a
t
i
v
e
s
o
i
l
a
n
d
5
0
%
to
p
s
o
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l
,
t
h
o
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o
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g
h
l
y
m
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x
e
d
t
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e
t
h
e
r
p
r
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o
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t
o
p
l
a
c
e
m
e
n
t
.
F.
T
o
p
s
o
i
l
:
R
e
q
u
i
r
e
d
f
o
r
t
u
r
f
a
r
e
a
s
,
p
l
a
n
t
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r
b
e
d
s
a
n
d
B
a
c
k
f
i
l
l
M
ix
t
u
r
e
.
A
c
c
e
p
t
a
b
l
e
t
o
p
s
o
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l
s
h
a
l
l
me
e
t
t
h
e
f
o
l
l
o
w
i
n
g
s
t
a
n
d
a
r
d
s
:
a.
P
H
:
5
.
5
-
7
.
5
b.
E
C
(
e
l
e
c
t
r
i
c
a
l
c
o
n
d
u
c
t
i
v
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t
y
)
:
<
2
.
0
m
m
h
o
s
p
e
r
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e
n
t
i
m
e
t
e
r
c.
S
A
R
(
s
o
d
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m
a
b
s
o
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p
t
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o
n
r
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t
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o
n
)
:
<
3
.
0
d.
%
O
M
(
p
e
r
c
e
n
t
o
r
g
a
n
i
c
m
a
t
t
e
r
)
:
>
1
%
e.
T
e
x
t
u
r
e
(
p
a
r
t
i
c
l
e
s
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z
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p
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r
U
S
D
A
s
o
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l
c
l
a
s
s
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f
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c
a
t
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o
n
)
:
S
a
n
d
<
7
0%
;
C
l
a
y
<
3
0
%
;
S
i
l
t
<
7
0
%
,
St
o
n
e
f
r
a
g
m
e
n
t
s
(
g
r
a
v
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l
o
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a
n
y
s
o
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l
p
a
r
t
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c
l
e
g
r
e
a
t
e
r
t
h
a
n
t
w
o
(
2)
m
m
i
n
s
i
z
e
)
<
5
%
b
y
vo
l
u
m
e
.
G.
T
u
r
f
S
o
d
:
A
l
l
s
o
d
s
h
a
l
l
b
e
1
8
m
o
n
t
h
o
l
d
a
s
s
p
e
c
i
f
i
e
d
o
n
p
l
a
n
s
(
o
r
a
p
p
r
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v
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d
e
q
u
a
l
)
t
h
a
t
h
a
s
be
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n
c
u
t
f
r
e
s
h
t
h
e
m
o
r
n
i
n
g
o
f
i
n
s
t
a
l
l
a
t
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o
n
.
O
n
l
y
s
o
d
t
h
a
t
h
a
s
b
ee
n
g
r
o
w
n
o
n
a
c
o
m
m
e
r
c
i
a
l
so
d
f
a
r
m
s
h
a
l
l
b
e
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s
e
d
.
O
n
l
y
u
s
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o
d
f
r
o
m
a
s
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n
g
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e
s
o
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r
c
e
.
H.
L
a
n
d
s
c
a
p
e
E
d
g
i
n
g
:
H
e
a
d
e
r
s
a
n
d
E
d
g
i
n
g
s
i
x
(
6
)
i
n
c
h
e
s
b
y
f
o
u
r
(
4)
i
n
c
h
e
s
e
x
t
r
u
d
e
d
c
o
n
c
r
e
t
e
cu
r
b
m
a
d
e
u
p
o
f
t
h
e
f
o
l
l
o
w
i
n
g
m
a
t
e
r
i
a
l
s
:
a.
W
a
s
h
e
d
m
o
r
t
a
r
s
a
n
d
f
r
e
e
o
f
o
r
g
a
n
i
c
m
a
t
e
r
i
a
l
.
b.
P
o
r
t
l
a
n
d
C
e
m
e
n
t
(
s
e
e
c
o
n
c
r
e
t
e
s
p
e
c
.
b
e
l
o
w
f
o
r
t
y
p
e
)
c.
R
e
i
n
f
o
r
c
e
d
f
i
b
e
r
-
S
p
e
c
i
f
i
c
a
l
l
y
p
r
o
d
u
c
e
d
f
o
r
c
o
m
p
a
t
i
b
i
l
i
t
y
w
i
th
a
g
g
r
e
s
s
i
v
e
a
l
k
a
l
i
n
e
en
v
i
r
o
n
m
e
n
t
o
f
P
o
r
t
l
a
n
d
c
e
m
e
n
t
-
b
a
s
e
d
c
o
m
p
o
s
i
t
e
s
.
d.
O
n
l
y
p
o
t
a
b
l
e
w
a
t
e
r
f
o
r
m
i
x
i
n
g
.
PA
R
T
I
I
I
-
E
X
E
C
U
T
I
O
N
3.
1
G
R
A
D
I
N
G
A.
T
o
p
s
o
i
l
P
r
e
p
a
r
a
t
i
o
n
:
G
r
a
d
e
p
l
a
n
t
i
n
g
a
r
e
a
s
a
c
c
o
r
d
i
n
g
t
o
t
h
e
g
r
ad
i
n
g
p
l
a
n
.
E
l
i
m
i
n
a
t
e
u
n
e
v
e
n
ar
e
a
s
a
n
d
l
o
w
s
p
o
t
s
.
P
r
o
v
i
d
e
f
o
r
p
r
o
p
e
r
g
r
a
d
i
n
g
a
n
d
d
r
a
i
n
a
g
e
.
B.
T
o
p
s
o
i
l
P
l
a
c
e
m
e
n
t
:
S
l
o
p
e
s
u
r
f
a
c
e
d
a
w
a
y
f
r
o
m
b
u
i
l
d
i
n
g
a
t
t
w
o
(
2)
p
e
r
c
e
n
t
s
l
o
p
e
w
i
t
h
n
o
po
c
k
e
t
s
o
f
s
t
a
n
d
i
n
g
w
a
t
e
r
.
E
s
t
a
b
l
i
s
h
f
i
n
i
s
h
g
r
a
d
e
s
o
f
o
n
e
(
1
)
i
nc
h
e
s
f
o
r
p
l
a
n
t
e
r
s
b
e
l
o
w
g
r
a
d
e
of
a
d
j
a
c
e
n
t
p
a
v
e
d
s
u
r
f
a
c
e
d
.
P
r
o
v
i
d
e
n
e
a
t
,
s
m
o
o
t
h
,
a
n
d
u
n
i
f
o
r
m
f
in
i
s
h
g
r
a
d
e
s
.
R
e
m
o
v
e
su
r
p
l
u
s
s
u
b
-
s
o
i
l
a
n
d
t
o
p
s
o
i
l
f
r
o
m
t
h
e
s
i
t
e
.
C.
C
o
m
p
a
c
t
i
o
n
:
c
o
m
p
a
c
t
i
o
n
u
n
d
e
r
h
a
r
d
s
u
r
f
a
c
e
a
r
e
a
s
(
a
s
p
h
a
l
t
p
a
t
h
s
a
n
d
c
o
n
c
r
e
t
e
s
u
r
f
a
c
e
s
)
sh
a
l
l
b
e
n
i
n
e
t
y
-
f
i
v
e
(
9
5
)
p
e
r
c
e
n
t
.
C
o
m
p
a
c
t
i
o
n
u
n
d
e
r
p
l
a
n
t
i
n
g
a
r
ea
s
s
h
a
l
l
b
e
b
e
t
w
e
e
n
ei
g
h
t
y
-
f
i
v
e
(
8
5
)
a
n
d
n
i
n
e
t
y
(
9
0
)
p
e
r
c
e
n
t
.
3.
2
T
U
R
F
G
R
A
D
I
N
G
A.
T
h
e
s
u
r
f
a
c
e
o
n
w
h
i
c
h
t
h
e
s
o
d
i
s
t
o
b
e
l
a
i
d
s
h
a
l
l
b
e
f
i
r
m
a
n
d
fr
e
e
f
r
o
m
fo
o
t
p
r
i
n
t
s
,
d
e
p
r
e
s
s
i
o
n
s
,
o
r
u
n
d
u
l
a
t
i
o
n
s
o
f
a
n
y
k
i
n
d
.
T
h
e
s
u
r
f
a
c
e
s
h
a
l
l
b
e
f
r
e
e
o
f
a
l
l
m
a
t
e
r
i
a
l
s
la
r
g
e
r
t
h
a
n
1
/
2
”
i
n
d
i
a
m
e
t
e
r
.
B.
T
h
e
f
i
n
i
s
h
g
r
a
d
e
o
f
t
h
e
t
o
p
s
o
i
l
a
d
j
a
c
e
n
t
t
o
a
l
l
s
i
d
e
w
a
l
k
s
,
m
o
w-
s
t
r
i
p
s
,
e
t
c
.
p
r
i
o
r
t
o
t
h
e
l
a
y
i
n
g
o
f
so
d
,
s
h
a
l
l
b
e
s
e
t
s
u
c
h
t
h
a
t
t
h
e
c
r
o
w
n
o
f
t
h
e
g
r
a
s
s
s
h
a
l
l
b
e
a
t
th
e
s
a
m
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v
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l
a
s
t
h
e
a
d
j
a
c
e
n
t
co
n
c
r
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5
6
'
-
8
'
T
A
L
L
L
O
W
CP
C
R
A
T
A
E
G
U
S
P
H
A
E
N
O
P
Y
R
U
M
W
A
S
H
I
N
G
T
O
N
1
2
2
"
C
A
L
L
O
W
HAWTHORN FA'A
F
R
A
X
I
N
U
S
A
M
E
R
I
C
A
N
A
A
U
T
U
M
N
P
U
R
P
L
E
A
S
H
1
4
2
"
C
A
L
.
L
O
W
'AUTUMN PURPLE'M'P
M
A
L
U
S
X
'
P
R
A
I
R
I
F
I
R
E
'
P
R
A
I
R
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F
I
R
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C
R
A
B
A
P
P
L
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1
6
2
"
C
A
L
.
L
O
W
ZS'M
Z
E
L
K
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V
A
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R
R
A
T
A
J
A
P
A
N
E
S
E
6
3
2
"
C
A
L
L
O
W
'MUSASHINO'
Z
E
L
K
O
V
A
'
M
U
S
A
S
H
I
N
O
'
M'S
M
A
L
U
S
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'
S
P
R
I
N
G
S
N
O
W
'
S
P
R
I
N
G
S
N
O
W
3
2
2
"
C
A
L
.
L
O
W
CRABAPPLE QR'F
Q
U
E
R
C
U
S
R
O
B
U
R
'
F
A
S
T
I
G
I
A
T
A
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C
O
L
U
M
N
A
R
E
N
G
L
I
S
H
3
0
2
"
C
A
L
.
L
O
W OAK AT'P
A
C
E
R
T
R
U
N
C
A
T
U
M
X
P
A
C
I
F
I
C
2
0
2
"
C
A
L
.
L
O
W
PLATANOIDES 'WARRENRED'
S
U
N
S
E
T
M
A
P
L
E
PN'A
P
I
N
U
S
N
I
G
R
A
A
R
N
O
L
D
S
E
N
T
I
N
E
L
7
3
6
'
-
8
'
T
A
L
L
L
O
W
'ARNOLD SENTINEL'
A
U
S
T
R
I
A
N
B
L
A
C
K
P
I
N
E
PERENNIAL LEGEND SYMBOL
B
O
T
A
N
I
C
A
L
N
A
M
E
C
O
M
M
O
N
N
A
M
E
Q
T
Y
.
S
I
Z
E
H
Y
D
R
O
Z
O
N
E
S
P
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C
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A
L
N
O
T
E
S
H'LB
H
E
M
E
R
O
C
A
L
L
I
S
X
L
I
T
T
L
E
B
U
S
I
N
E
S
S
D
A
Y
L
I
L
Y
1
1
3
1
G
A
L
H
I
G
H
'LITTLE BUSINESS'RF'G
R
U
D
B
E
C
K
I
A
F
U
L
G
I
D
A
T
A
B
L
A
C
K
E
Y
E
D
S
U
S
A
N
1
3
3
1
G
A
L
.
L
O
W
SULLIVANTII 'GOLDSTRUM'3/4" OQUIRRH GRAVEL 94,268 SQ.FT. (872 CU.YD)
L
O
C
A
T
E
D
W
H
E
R
E
S
P
E
C
IFIED (DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTE R AREAS)LAWN (SOD) AREA 161,932 SQ.FT.
D
R
O
U
G
H
T
T
O
L
E
R
A
N
T
V
A
R
I
E
T
Y
*SEE NOTE BELOW