HomeMy WebLinkAbout2018-03-29_Thomson Farms PUD Re-submittal1.ALL WORK SHALL CONFORM TO CITY OF REXBURG CITY STANDARDS & SPECIFICATIONS.
2.CALL DIGLINE AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
3.FOUND MONUMENT AT THE SOUTHEAST QUARTER OF SECTION 17, T6N, R40E, BOISE BASE AND MERIDIAN.
ELEV. = 4875.15
N YELLOWSTONE HWY
REXBURG,IDAHO
INDEX OF DRAWINGS
1-1 PLAT
1-2 PLAT
C-001 GENERAL NOTES
C-100 OVERALL SITE PLAN
C-101 SITE PLAN
C-102 SITE PLAN
C-103 SITE PLAN
C-104 SITE PLAN
C-105 SITE PLAN
C-106 SITE PLAN
C-107 SITE PLAN
C-200 OVERALL GRADING AND DRAINAGE PLAN
C-201 GRADING AND DRAINAGE PLAN
C-202 GRADING AND DRAINAGE PLAN
C-203 GRADING AND DRAINAGE PLAN
C-204 GRADING AND DRAINAGE PLAN
C-205 GRADING AND DRAINAGE PLAN
C-206 GRADING AND DRAINAGE PLAN
C-207 GRADING AND DRAINAGE PLAN
C-300 OVERALL UTILITY PLAN
C-301 UTILITY PLAN
C-302 UTILITY PLAN
C-303 UTILITY PLAN
C-304 UTILITY PLAN
C-305 UTILITY PLAN
C-306 UTILITY PLAN
C-307 UTILITY PLAN
LP-COVER LANDSCAPE PLAN
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-1.7 LANDSCAPE PLAN
LP-1.8 LANDSCAPE PLAN
LP-1.9 LANDSCAPE PLAN
LP-1.10 LANDSCAPE PLAN
LP-1.11 LANDSCAPE PLAN
LP-1.12 LANDSCAPE PLAN
LP-1.13 LANDSCAPE PLAN
LP-COVER LANDSCAPE PLAN
LP-1.14 LANDSCAPE PLAN
LP-1.15 LANDSCAPE PLAN
LP-1.16 LANDSCAPE PLAN
LP-1.17 LANDSCAPE PLAN
LP-1.18 LANDSCAPE PLAN
LP-COVER LANDSCAPE PLAN
LP-1.19 LANDSCAPE PLAN
LP-1.20 LANDSCAPE PLAN
LP-1.21 LANDSCAPE PLAN
LP-1.22 LANDSCAPE PLAN
LP-2.5 LANDSCAPE PLAN
IR-COVER IRR. PERFORMANCE SPEC
IR-5.1 IRRIGATION PERFORMANCE
IR-5.2 IRRIGATION PERFORMANCE
GENERAL NOTES ENGINEER:
THOMSON FARMS PUD
FOR REV
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DATE PRINTED
March 28, 2018
DEVELOPER:
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.
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
CONTACT EMAIL
NO SCALE
E N S I G N
THE STANDARD IN ENGINEERING
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: 435.590.0187
COLORADO SPRINGS
Phone: 719.476.0119
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MAIN STREET
REXBURG
20
SITE
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 469.62'SOUTH 469.62'EAST 469.62'WEST 469.62'
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S 89°27'37" W 437.23'
NORTH 437.23'SOUTH 437.23'EAST 437.23'WEST 437.23'
CENTER QUARTER
CORNER OF SECTION 17,
T 6 N, R 40 E, BOISE
MERIDIAN, FOUND 3"
BRASS MONUMENT ON
REBAR, MARKED
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BARQUS LLC BARQUS LLC
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R & S PETERSON COMMERCIAL PROPERTIES, LLC
R & S PETERSON COMMERCIAL PROPERTIES, LLC
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LOT 101
608,619 sq.ft.
13.972 acres
LOT 401
700,165 sq.ft.
16.074 acres
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49,608 sq.ft.
1.139 acres
OPEN SPACE
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THOMSON FARMS PUD
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
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.100
100 50 100 200
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 FARM PUD
PROJECT NUMBER :
DRAWN BY :
CHECKED BY :
MANAGER :
DATE :
SHEET
7835
1 OF 2
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 FARM PUD
THOMSON FARM PUDSOUTH 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
20
R40E
S E C T I O N C O R NER M
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3 0 2
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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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T6N
SEC 17
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DEVELOPER
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
A parcel of land, situate in the Southwest Quarter of Section 17, Township 6 North, Range 40 East, Boise Base and Meridian,
and in Rexburg City, Madison County, Idaho, more particularly described as follows:
Beginning at the Center Quarter Corner of Section 17, Township 6 North, Range 40 East, Boise Base and Meridian, and
running:
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approximately 19.72 feet West of the found rebar set with the Paradise Pond survey, to the Easterly right-of-way line of Old Highway
191;
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Thompson Engineering, the found rebar set by Cardon being located 5.02 feet further along said right-of-way line;
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LS 1027, on the Quarter Section line;
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Parcel contains: 2,624,485 square feet, or 60.25 acres.
NOTE:
FOR TOWNHOUSE AREA AND SINGLE FAMILY
LOT AREA SEE SHEET 2
(PHASE 1)
(PHASE 4)
(PHASE 2)
(PHASE 3)
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."
LOT 304
8,172 sq.ft.
0.188 acres
LOT 305
8,183 sq.ft.
0.188 acres
LOT 303
8,005 sq.ft.
0.184 acres
LOT 310
8,695 sq.ft.
0.200 acres
LOT 302
8,004 sq.ft.
0.184 acres
LOT 301
8,165 sq.ft.
0.187 acres
LOT 307
12,346 sq.ft.
0.283 acres
LOT 308
12,681 sq.ft.
0.291 acres
LOT 309
9,974 sq.ft.
0.229 acres
LOT 311
8,423 sq.ft.
0.193 acres
LOT 306
8,091 sq.ft.
0.186 acres
LOT 320
8,256 sq.ft.
0.190 acres
LOT 327
8,224 sq.ft.
0.189 acres
LOT 326
8,048 sq.ft.
0.185 acres
LOT 325
8,047 sq.ft.
0.185 acres
LOT 321
8,080 sq.ft.
0.185 acres
LOT 322
8,080 sq.ft.
0.185 acres
LOT 324
8,236 sq.ft.
0.189 acres
LOT 323
8,270 sq.ft.
0.190 acres
LOT 317
8,062 sq.ft.
0.185 acres
LOT 314
15,535 sq.ft.
0.357 acres
LOT 318
8,054 sq.ft.
0.185 acres
LOT 315
9,402 sq.ft.
0.216 acres
LOT 319
8,145 sq.ft.
0.187 acres
LOT 316
8,064 sq.ft.
0.185 acres
LOT 312
10,158 sq.ft.
0.233 acres
LOT 313
18,832 sq.ft.
0.432 acres
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N 0°13'28" W 98.28'NORTH 98.28'SOUTH 98.28'EAST 98.28'WEST 98.28'
N 0°13'28" W 98.30'NORTH 98.30'SOUTH 98.30'EAST 98.30'WEST 98.30'
N 0°13'28" W 98.33'NORTH 98.33'SOUTH 98.33'EAST 98.33'WEST 98.33'
N 0°13'28" W 98.35'NORTH 98.35'SOUTH 98.35'EAST 98.35'WEST 98.35'
S 10°13'09" E
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NORTH 86.12'SOUTH 86.12'EAST 86.12'WEST 86.12'
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E
1
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7
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NORTH 138.78'SOUTH 138.78'EAST 138.78'WEST 138.78'
S 0°13'28" E 101.00'NORTH 101.00'SOUTH 101.00'EAST 101.00'WEST 101.00'
S 0°13'28" E 101.00'NORTH 101.00'SOUTH 101.00'EAST 101.00'WEST 101.00'S 0°13'28" E 100.61'NORTH 100.61'SOUTH 100.61'EAST 100.61'WEST 100.61'
S 0°13'28" E 100.41'NORTH 100.41'SOUTH 100.41'EAST 100.41'WEST 100.41'
N 11°13'05"
W
8
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NORTH 89.37'SOUTH 89.37'EAST 89.37'WEST 89.37'
S 6
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N
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E
1
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7
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NORTH 155.78'SOUTH 155.78'EAST 155.78'WEST 155.78'
S 5°36'32" W 86.3
5
'
NORTH 86.35'SOUTH 86.35'EAST 86.35'WEST 86.35'
S 0°13'28" E 100.09'NORTH 100.09'SOUTH 100.09'EAST 100.09'WEST 100.09'
S 0°13'28" E 100.06'NORTH 100.06'SOUTH 100.06'EAST 100.06'WEST 100.06'
S 0°13'28" E 100.05'NORTH 100.05'SOUTH 100.05'EAST 100.05'WEST 100.05'
S 0°13'28" E 100.04'NORTH 100.04'SOUTH 100.04'EAST 100.04'WEST 100.04'
S 0°13'28" E 101.00'NORTH 101.00'SOUTH 101.00'EAST 101.00'WEST 101.00'
S 0°13'28" E 100.60'NORTH 100.60'SOUTH 100.60'EAST 100.60'WEST 100.60'
S 0°13'28" E 100.59'NORTH 100.59'SOUTH 100.59'EAST 100.59'WEST 100.59'
S
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NORTH 150.29'SOUTH 150.29'EAST 150.29'WEST 150.29'
11
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T-2011
T-2012
T-2013
T-2010T-2014
T-2015
T-2017
T-2016
T-
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3
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T-2040
T-2039
T-2038
T-2037
T-2036
T-2041
T-2042
T-2046
T-2045
T-2044
T-2043
T-2048
T-2047
T-2049
T-2052
T-2051
T-2055
T-2054
T-2053
T-2056
T-2050
T-2058
T-2059
T-2057
T-2060
T-2108
T-2111
T-
2
1
1
3
T-
2
1
1
6
T-
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1
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0
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1
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T-2104
T-2107
T-2110
T-2109
T-
2
1
1
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1
1
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1
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T-
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T-2106
T-2105
T-2095
T-
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9
9
T-2103
T-
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1
0
1
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1
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9
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T-2086T-2094
T-
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9
1
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8
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T-2082
T-2084
T-2083
T-2085
T-2079
T-2081
T-2080
T-2075
T-2078
T-2077
T-2072
T-2076
T-2074
T-2073T-2070
T-2069
T-2065
T-2071
T-2062 T-2067
T-2066
T-2068
T-2063
T-2061
T-2064
23,335 sq.ft.
0.536 acres
CLUBHOUSE
C1
7
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1
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2
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C28C40
C3
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C36
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C26
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34.00'34.00'34.00'34.00'
34.00'34.00'
34
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48
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NORTH48.14'SOUTH48.14'EAST48.14'WEST48.14'
S 6°59'15" E
47.70'
NORTH47.70'SOUTH47.70'EAST47.70'WEST47.70'
34.00'34.00'
N
3
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3
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47
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NORTH47.77'SOUTH47.77'EAST47.77'WEST47.77'
N 39
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48.4
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NORTH48.47'SOUTH48.47'EAST48.47'WEST48.47'
34
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N 0°13'47" W 260.00'NORTH 260.00'SOUTH 260.00'EAST 260.00'WEST 260.00'
N 0°13'47" W 355.40'NORTH 355.40'SOUTH 355.40'EAST 355.40'WEST 355.40'
S 0°14'10" E 333.98'NORTH 333.98'SOUTH 333.98'EAST 333.98'WEST 333.98'
S 0°13'28" E 269.57'NORTH 269.57'SOUTH 269.57'EAST 269.57'WEST 269.57'S 0°13'28" E 173.58'NORTH 173.58'SOUTH 173.58'EAST 173.58'WEST 173.58'
N
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NORTH 192.54'SOUTH 192.54'EAST 192.54'WEST 192.54'
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NORTH 391.86'SOUTH 391.86'EAST 391.86'WEST 391.86'
N
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NORTH 391.86'SOUTH 391.86'EAST 391.86'WEST 391.86'
N
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NORTH 390.32'SOUTH 390.32'EAST 390.32'WEST 390.32'
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NORTH 368.21'SOUTH 368.21'EAST 368.21'WEST 368.21'
C2
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NORTH 60.99'SOUTH 60.99'EAST 60.99'WEST 60.99'
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NORTH 61.04'SOUTH 61.04'EAST 61.04'WEST 61.04'
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NORTH 390.20'SOUTH 390.20'EAST 390.20'WEST 390.20'
N
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NORTH 390.25'SOUTH 390.25'EAST 390.25'WEST 390.25'
62.26'165.81'41.51'41.49'85.08'7.50'39.50'47.01'251.97'35.01'
35
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77.88'242.51'35.00'35.00'190.01'34.99'
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NORTH 56.41'SOUTH 56.41'EAST 56.41'WEST 56.41'
40
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242.52'
242.28'
C50
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C47
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C4545.00'
N 89°46'13" E
15.00'
NORTH15.00'SOUTH15.00'EAST15.00'WEST15.00'
N 0°13'47" W 100.00'NORTH 100.00'SOUTH 100.00'EAST 100.00'WEST 100.00'
S 89°46'13" W
15.00'
NORTH15.00'SOUTH15.00'EAST15.00'WEST15.00'
45.00'C4
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C52 190.00'C
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C9 C
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251.98'C
4
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C13
39.50'39.50'
41
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144,769 sq.ft.
3.323 acres
OPEN SPACE
C41
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28.24'79.34'
34
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39.50'39.50'
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68.00'
68.00'
68.00'
68.00'
S 0°13'28" E 132.24'NORTH 132.24'SOUTH 132.24'EAST 132.24'WEST 132.24'S 0°13'28" E 269.62'NORTH 269.62'SOUTH 269.62'EAST 269.62'WEST 269.62'S 0°13'28" E 173.53'NORTH 173.53'SOUTH 173.53'EAST 173.53'WEST 173.53'
34
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47.00'85.03'41.49'41.51'186.62'41.49'41.50'90.74'
41
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6
2
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47.00'
41
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5
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34
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34
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77.85'241.20'35.00'34.51'190.49'35.00'35.00'251.98'
S 0°13'28" E 354.05'NORTH 354.05'SOUTH 354.05'EAST 354.05'WEST 354.05'
S 0°13'28" E 593.98'NORTH 593.98'SOUTH 593.98'EAST 593.98'WEST 593.98'S 0°13'28" E 593.98'NORTH 593.98'SOUTH 593.98'EAST 593.98'WEST 593.98'
69,476 sq.ft.
1.595 acres
OPEN SPACE
52,206 sq.ft.
1.198 acres
OPEN SPACE
275.89'78.15'
822.87'
241.20'
C15 528.39'
C
1
6 85.05'
843.17'
16
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80
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80
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C
1
4
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E
G
E
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M
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E
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L
N
822.87'528.39'
39.50'39.50'
(P
U
B
L
I
C
S
T
R
E
E
T
)
AS
P
E
N
S
T
R
E
E
T
(P
R
I
V
A
T
E
S
T
R
E
E
T
)
PI
N
E
S
T
R
E
E
T
(P
R
I
V
A
T
E
S
T
R
E
E
T
)
WH
E
A
T
G
R
A
S
S
R
O
A
D
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
(P
U
B
L
I
C
S
T
R
E
E
T
)
BA
R
L
E
Y
R
O
A
D
FIR STREET (PRIVATE STREET)
HARVEST ROAD
(PUBLIC STREET)
MAZE ROAD
(P
U
B
L
I
C
S
T
R
E
E
T
)
(P
U
B
L
I
C
S
T
R
E
E
T
)
(PUBLIC STREET)
(PRIVATE DRIVEWAY)
(P
R
I
V
A
T
E
D
R
I
V
E
W
A
Y
)
(PRIVATE DRIVEWAY)
(PRIVATE DRIVEWAY)
(PRIVATE DRIVEWAY)
(PRIVATE DRIVEWAY)
(PRIVATE DRIVEWAY)
(P
R
I
V
A
T
E
D
R
I
V
E
W
A
Y
)
BIRCH LOOP
(PRIVATE STREET)
HARVEST ROAD
(PUBLIC STREET)
C7
C
8
N
8
9
°
3
4
'
3
4
"
E
3
1
1
.
2
1
'
NORTH 311.21'SOUTH 311.21'EAST 311.21'WEST 311.21'
C54
C
5
3
N
8
9
°
3
4
'
3
4
"
E
3
3
4
.
7
9
'
NORTH 334.79'SOUTH 334.79'EAST 334.79'WEST 334.79'
35
.
0
3
'
35
.
1
9
'
49,608 sq.ft.
1.139 acres
OPEN SPACE
36.31'
10' PUE
10' PUE
10' PUE 10' PUE 10' PUE
10' PUE
10' PUE
10' PUE
10' PUE
10' PUE
10' PUE
10' PUE
10' PUE
10' PUE10' PUE
10' PUE
10' PUE
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
RADIUS
1000.00'
130.00'
1039.49'
960.50'
15.50'
15.50'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
LENGTH
529.86'
408.41'
550.79'
508.93'
24.35'
24.35'
15.74'
15.67'
15.71'
15.71'
15.71'
15.71'
DELTA
30°21'32"
180°00'00"
30°21'32"
30°21'32"
90°00'00"
90°00'00"
90°11'58"
89°48'02"
90°00'03"
89°59'57"
90°00'03"
89°59'57"
BEARING
S75°02'42"E
N0°13'32"W
S75°02'43"E
S75°02'42"E
S75°08'04"W
S14°51'56"E
N45°19'27"W
S44°40'33"W
S45°13'30"E
S44°46'30"W
S45°13'30"E
S44°46'30"W
CHORD
523.69'
260.00'
544.37'
503.00'
21.92'
21.92'
14.17'
14.12'
14.14'
14.14'
14.14'
14.14'
CURVE TABLE
CURVE
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
RADIUS
7.50'
7.50'
7.50'
7.50'
7.50'
7.50'
7.50'
7.50'
15.00'
48.00'
48.00'
48.00'
LENGTH
11.90'
11.78'
11.78'
11.78'
11.78'
11.78'
11.78'
11.78'
10.30'
41.34'
64.37'
35.26'
DELTA
90°53'34"
90°00'00"
90°00'00"
90°00'00"
89°59'33"
90°00'27"
90°00'00"
90°00'00"
39°21'20"
49°21'01"
76°49'52"
42°04'59"
BEARING
S45°40'15"E
N44°46'32"E
N45°13'28"W
S44°46'32"W
S45°13'15"E
S44°46'45"W
S45°13'28"E
S44°46'32"W
N70°32'48"W
S75°32'39"E
N41°21'55"E
N18°05'31"W
CHORD
10.69'
10.61'
10.61'
10.61'
10.61'
10.61'
10.61'
10.61'
10.10'
40.08'
59.65'
34.47'
CURVE TABLE
CURVE
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
RADIUS
48.00'
15.00'
7.50'
7.50'
7.50'
7.50'
7.50'
15.00'
48.00'
48.00'
48.00'
48.00'
LENGTH
48.56'
25.36'
11.78'
11.78'
11.78'
11.78'
11.78'
10.02'
41.29'
45.67'
43.85'
47.18'
DELTA
57°57'47"
96°52'18"
90°00'00"
89°59'33"
90°00'27"
89°59'33"
90°00'27"
38°17'12"
49°17'15"
54°30'49"
52°20'23"
56°19'11"
BEARING
N68°06'53"W
S48°39'38"E
N44°46'32"E
N45°13'15"W
N44°46'45"E
S45°13'15"E
S44°46'45"W
N71°04'26"W
S76°34'27"E
N51°31'31"E
N1°54'05"W
N56°13'52"W
CHORD
46.51'
22.45'
10.61'
10.61'
10.61'
10.61'
10.61'
9.84'
40.03'
43.97'
42.34'
45.31'
CURVE TABLE
CURVE
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
RADIUS
48.00'
15.00'
7.50'
10.00'
7.50'
7.50'
10.00'
10.00'
10.00'
10.00'
155.00'
105.00'
LENGTH
38.05'
10.36'
11.78'
15.71'
11.78'
11.78'
15.71'
15.71'
15.71'
15.71'
486.95'
329.87'
DELTA
45°24'55"
39°35'21"
90°00'00"
90°00'00"
89°59'41"
90°00'19"
89°59'45"
90°00'15"
89°59'45"
90°00'15"
180°00'00"
180°00'00"
BEARING
S72°54'05"W
N69°59'18"E
S44°46'32"W
N45°13'28"W
S45°13'38"E
N44°46'22"E
N45°13'39"W
N44°46'21"E
S45°13'39"E
S44°46'21"W
N0°13'32"W
N0°13'32"W
CHORD
37.06'
10.16'
10.61'
14.14'
10.61'
10.61'
14.14'
14.14'
14.14'
14.14'
310.00'
210.00'
CURVE TABLE
CURVE
C49
C50
C51
C52
C53
C54
C55
C56
RADIUS
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
203.50'
15.50'
LENGTH
15.71'
15.71'
15.71'
15.71'
15.67'
15.74'
108.86'
24.35'
DELTA
90°00'15"
89°59'45"
90°00'15"
89°59'45"
89°48'21"
90°11'39"
30°39'00"
90°00'00"
BEARING
S44°46'21"W
S45°13'39"E
N44°46'21"E
N45°13'39"W
S44°40'23"W
N45°19'37"W
S75°11'27"E
S75°08'04"W
CHORD
14.14'
14.14'
14.14'
14.14'
14.12'
14.17'
107.57'
21.92'
1,862 SF
1,226 SF
26.68'5.50'
8.32'
45
.
0
4
'
13.50'
5.46'
2.50'
2.00'
10.90'
2.00'
8.10'
56
.
0
0
'
21.50'
56
.
0
0
'
56
.
0
4
'
8.17'
1.96'
10.83'2.00'
2.50'
THOMSON FARMS PUD
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE BASE & MERIDIAN
CITY OF REXBURG, MADISON COUNTY, IDAHO
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.50
50 25 50 100
FEE$MADISON COUNTY RECORDER
STATE OF IDAHO, COUNTY OF MADISON, RECORDED AND FILED AT THE
DATE: TIME: BOOK: PAGE:
RECORDED #
REQUEST OF :
MADISON COUNTY RECORDER
PROJECT NUMBER :
DRAWN BY :
CHECKED BY :
MANAGER :
DATE :
SHEET
7835
2 OF 2
JKF
JWJ
KFW
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
DEVELOPER
REXBURG DEVELOPMENT
160 W. CANYON ESTATE DRIVE
ALPINE, UTAH 84004
LEGEND
ENSIGN ENG.
LAND SURV.
EXISTING STREET MONUMENT
PROPOSED STREET MONUMENT
SECTION CORNER
BOUNDARY LINE
SECTION LINE
CENTER LINE
EASEMENT LINE
THOMSON FARM PUD
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE BASE & MERIDIAN
CITY OF REXBURG, MADISON COUNTY, IDAHO
TOWNHOMES
INTERIOR LOT
CORNER LOT
5.
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B
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5.
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SI
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B
A
C
K
15.00' FRONT
SETBACK
20.00'
REAR SETBACK
15.00' FRONT
SETBACK
20.00'
REAR SETBACK
5.
0
0
'
SI
D
E
S
E
T
B
A
C
K
14
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0
0
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S
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B
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FA
C
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S
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R
E
E
T
TYPICAL BUILDING SETBACKS
FRONT: 20' TO GARAGE, 15' TO HOUSE
REAR: 20'
COVERED PATIO/DECK: 15'
SIDE YARD: 5'
CORNER SIDE: 14'
SET 5/8" REBAR WITH YELLOW
PLASTIC CAP, OR NAIL STAMPED
"ENSIGN ENG. & LAND SURV."
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
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
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Y
E
L
L
O
W
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E
H
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Y
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B
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,
I
D
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H
O
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
C-001
GENERAL NOTES
GWO
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
STEGELMEIER LN.
ASPEN STREET
PINE STREET
BI
R
C
H
L
O
O
P
FI
R
S
T
R
E
E
T
HA
R
V
E
S
T
R
O
A
D
THOMSON FARMS ROAD
WHEATGRASS ROAD
BARLEY ROAD
HA
R
V
E
S
T
R
O
A
D
MA
Z
E
R
O
A
D
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
RETENTION AREA
RETENTION AREA
RETENTION AREA
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
UN
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
LOT 324
LOT 323
LOT 317
LOT 314LOT 318
LOT 304
LOT 320
LOT 315LOT 319
LOT 305
LOT 327 LOT 326 LOT 325
LOT 303
LOT 310
LOT 302LOT 301 LOT 307
LOT 308
LOT 309
LOT 316
LOT 312LOT 321 LOT 322
LOT 311
LOT 306
LOT 313
THE ORCHARD AT
THOMSON FARMS
(300 DWELLING UNITS)
THE GROVE AT
THOMSON FARMS
(120 DWELLING UNITS)
THE FIELDS AT
THOMSON FARMS
(27 DWELLING UNITS)
79.
0
'
7
9
.
0
'
68.0'
5
0
.
0
'
50.0'
5
0
.
0
'
7
9
.
0
'
68.0'
6
8
.
0
'
68.0'
6
8
.
0
'
50.0'
2
C-100
3
C-100
1
C-100
2
C-100
CLUBHOUSE
POOL &
HOT TUB
BUILDING 1
TYPE-A (30 UNITS)
BUILDING 2
TYPE-A (30
UNITS)
BUILDING 3
TYPE-B (20
UNITS)
BUILDING 9
TYPE-A (30
UNITS)
BUILDING 10
TYPE-A (30
UNITS)
BUILDING 11
TYPE-A (30
UNITS)
BUILDING 4
TYPE-B (20
UNITS)
BUILDING 8
TYPE-A (30
UNITS)
BUILDING 7
TYPE-A (30
UNITS)
BUILDING 6
TYPE-A (30
UNITS)
BUILDING 5
TYPE-B (20
UNITS)
CLUBHOUSE
T-2019
T-2023
T-2026
T-2018
T-2003
T-2007
T-2006
T-2008
T-2004
T-2020
T-2021
T-2025
T-2022
T-2024
T-2011 T-2012T-2009
T-2001
T-2005
T-2002
T-2013T-2010
T-2014 T-2015 T-2017T-2016
T-2075
T-2032
T-2034
T-2033
T-2035
T-2029
T-2108 T-2111
T-2113
T-2116
T-2120
T-2112
T-2104
T-2046 T-2045 T-2044 T-2043T-2048 T-2047T-2049
T-2052T-2051 T-2055T-2054T-2053T-2050
T-2058T-2059 T-2057T-2060
T-2063T-2061 T-2064
T-2070 T-2069 T-2065T-2071
T-2062
T-2067 T-2066T-2068
T-2093
T-2090
T-2086
T-2094
T-2092
T-2091
T-2088
T-2089
T-2087
T-2078T-2077T-2072 T-2076T-2074T-2073
T-2079T-2082T-2084 T-2083 T-2081 T-2080T-2085
T-2095
T-2102
T-2099
T-2103
T-2028
T-2027
T-2031
T-2030
T-2040T-2039T-2038T-2037T-2036 T-2041 T-2042
T-2107
T-2101
T-2100
T-2097
T-2098
T-2096
T-2110T-2109
T-2114
T-2115
T-2118
T-2117
T-2119
T-2106 T-2105
SCALE:2 NONE
68' ROAD CROSS SECTION
SCALE:1 NONE
79' ROAD CROSS SECTION
2.50'
5.00'7.00'
27.50'
12.00'
SIDEWALK
LANDSCAPING CL
PL
2.0%2.0%
TRAVEL LANE
PL
10.00'
79.00'
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
SEE KEYED NOTE 15,
SHEET C-101 AND
GEOTECHNICAL
REPORT FOR
PAVEMENT SECTION
SEWER MAIN
WATER MAIN
9.00'12.50'12.00'
2.50'
5.00'7.00'
27.50'
12.00'
SIDEWALK
LANDSCAPING
2.0%
TRAVEL LANE
10.00'
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
9.00'12.50'
PARKINGPARKINGTURN LANE
2.50'
5.00'7.00'
22.00'
12.00'
SIDEWALK
LANDSCAPING CL
PL
2.0%2.0%
TRAVEL LANE
PL
10.00'
68.00'
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
SEE KEYED NOTE 15,
SHEET C-101 AND
GEOTECHNICAL REPORT
FOR PAVEMENT
SECTION
9.00'13.00'
2.50'
5.00'7.00'
22.00'
12.00'
SIDEWALK
LANDSCAPING
2.0%
TRAVEL LANE
10.00'
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
9.00'13.00'
PARKINGPARKING
SCALE:3 NONE
50' ROAD CROSS SECTION
2.50'5.00'5.00'
12.50'
12.50'
CURB GUTTER
SIDEWALK
PLANTERS CL
PL
2.0%2.0%
TRAVEL LANE
PL
10.00'
50.00'
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
2.50'5.00'5.00'
12.50'
12.50'
CURB GUTTER
SIDEWALK
PLANTERS
TRAVEL LANE
10.00'
PUBLIC
UTILITY &
DRAINAGE
EASEMENT
2.0%
CURB AND GUTTER
STORM DRAIN
INFILTRATION CHAMBERS
WHERE SHOWN ON
GRADING AND DRAINAGE
PLANS
GAS
LINE
COMM.POWER
COMM.
POWER
WATER MAIN COMM.
POWER
SEWER MAIN
STORM DRAIN
INFILTRATION CHAMBERS
WHERE SHOWN ON
GRADING AND DRAINAGE
PLANS
GAS
LINE
COMM.POWER
CURB AND
GUTTER
SEE KEYED NOTE 1,
SHEET C-101 AND
GEOTECHNICAL REPORT
FOR PAVEMENT SECTION
2N
D
S
T
E
YE
L
L
O
W
S
T
O
N
E
H
W
Y
MAIN STREET
REXBURG
20
C-100
OVERALL SITE PLAN
JFK
JFKBCA
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.100
100 50 100 200
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
LEGAL DESCRIPTION
PARCEL NO. RPRXBCA0174803
A parcel of land, situate in the Southwest Quarter of Section 17, Township 6 North, Range 40
East, Boise Base and Meridian, and in Rexburg, Madison County, Idaho, more particularly described as
follows:
Beginning at the Center Quarter Corner of Section 17, Township 6 North, Range 40 East, Boise
Base and Meridian, and running:
thence South 0°08'08” East 1066.06 feet along the Quarter Section line;
thence South 23°56'28” West 469.62 feet to a found rebar and cap marked LS 1027;
thence South 89°47'25” West 1516.97 feet, following closely a wire fence line, to another found
rebar and cap so marked;
thence North 0°31'55” West 184.57 feet to another found rebar and cap so marked;
thence South 89°27'37” West 437.23 feet to a power pole, with another found rebar, so
marked, set next to it, to a point approximately 19.72 feet West of the found rebar set with the Paradise Pond
survey, to the Easterly right-of-way line of Old Highway 191;
thence North 30°08'04” East 1551.68 feet along said Easterly line to the south line of the property
surveyed and monumented by Thompson Engineering, the found rebar set by Cardon being located 5.02 feet
further along said right-of-way line;
thence North 89°34'34” East 1364.91 feet along said line surveyed by Thompson Engineering, to
a found rebar and cap marked LS 1027, on the Quarter Section line;
thence South 0°08'08” East 31.69 feet along said Quarter Section line, to the Point of Beginning.
Parcel contains: 2,624,485 square feet, or 60.25 acres
VICINITY MAP
1" = 5000'
SITE
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
x
x
x
x
x
x
x
x
x
x
x
x
x
w
w
w
w
w
w
w
w
w
BARQUS LLC LOREN L
STEGELMEIER
FAMILY
AMY
MCDOUGALL
AMY
MCDOUGALL
BARQUS LLC
THOMAS H GOE
STEGELMEIER LN.
BUILDING 1
TYPE-A (30 UNITS)
BUILDING 2
TYPE-A (30 UNITS)BUILDING 3
TYPE-B (20 UNITS)
OL
D
U
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S
.
H
I
G
H
W
A
Y
1
9
1
111
1
14
15 15
8
6
4
5
4
4 4
4
6
6 13
UN
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
8
8
5' WIDE
8
4
8
68.0' PUBLIC ROW
EXISTING EDGE OF GRAVEL ROAD
2
C-100
EXISTING FENCE
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
14.
0
'
12.
5
'
88.
0
'
20.
5
'
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
PROPERTY LINE
EX
I
S
T
I
N
G
A
S
P
H
A
L
T
T
R
A
I
L
FUTURE CURB AND
SIDEWALK (BY OTHERS)
FUTURE IMPROVEMENTS
(BY OTHERS)
EXISTING GRAVEL
ROAD TO BE REMOVED
WEST OF THIS POINT
12.
0
'
12.
0
'
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:
HEAVY TRAFFIC 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.
LIGHT TRAFFIC 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.
5' WIDE PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” 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 BETWEEN 30" CURB AND GUTTER AND 24" CURB AND GUTTER.
4' WATERWAY PER THE CITY OF REXBURG STANDARDS.
OPEN DRIVEWAY APPROACH PER APWA STANDARD PLAN NO. 225 AND SPECIFICATIONS.
HANDICAP ACCESS RAMP PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
HEAVY TRAFFIC ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE
BASE, 12" UNCRUSHED AGGREGATE BASE 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.
15
C-101
SITE PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-102 SEE DRAWING C-102
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
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
S5'
KEYMAP
NOT TO SCALE
C-102
C-101
C-103
C-105
C-104
C-106
C-
1
0
7
SE
E
D
R
A
W
I
N
G
C
-
1
0
4
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
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O
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
x
x
x
x
x
x
x
HA
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A
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TH
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CLUBHOUSE
POOL &
HOT TUB
BUILDING 2
TYPE-A (30 UNITS)
BUILDING 9
TYPE-A (30 UNITS)
BUILDING 10
TYPE-A (30 UNITS)
BUILDING 11
TYPE-A (30 UNITS)BUILDING 4
TYPE-B (20 UNITS)
BUILDING 8
TYPE-A (30 UNITS)
BUILDING 7
TYPE-A (30 UNITS)
BUILDING 6
TYPE-A (30 UNITS)
BUILDING 5
TYPE-B (20 UNITS)
BUILDING 3
TYPE-B (20 UNITS)
RETENTION AREA
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
1
1 1
1
1
1 1
1
1
1
14
14
14
1
3
10
4
8
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
6
13
13
13
UN
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
4
13
6
5
5
8
1
1
8
6
6
6
6
4
11
11
8
5
6
11
4
3
5
4
5
4
4
8
13
13
8
6
4
5
5' WIDE
13 13
79.
0
'
7
9
.
0
'
68.0'
13
13
68.0'
EXISTING ROW LINE
EX
I
S
T
I
N
G
A
S
P
H
A
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T
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A
I
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EX
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A
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A
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P
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D
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O
W
/
P
R
O
P
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R
T
Y
L
I
N
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S
T
I
N
G
R
O
W
/
P
R
O
P
E
R
T
Y
L
I
N
E
84.
0
'
6
13
EXISTING FENCE
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:
HEAVY TRAFFIC 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.
LIGHT TRAFFIC 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.
5' WIDE PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” 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 BETWEEN 30" CURB AND GUTTER AND 24" CURB AND GUTTER.
4' WATERWAY PER THE CITY OF REXBURG STANDARDS.
OPEN DRIVEWAY APPROACH PER APWA STANDARD PLAN NO. 225 AND SPECIFICATIONS.
HANDICAP ACCESS RAMP PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
HEAVY TRAFFIC ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE
BASE, 12" UNCRUSHED AGGREGATE BASE 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.
15
7835
C-102
TH
O
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S
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N
F
A
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M
S
P
U
D
N
Y
E
L
L
O
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H
O
SITE PLAN
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
JFK
JFKBCA
3/28/18
DATE: 3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-103 SEE DRAWING C-103
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
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.
GENERAL NOTES
S5'
KEYMAP
NOT TO SCALE
C-102
C-101
C-103
C-105
C-104
C-106
C-
1
0
7
SE
E
D
R
A
W
I
N
G
C
-
1
0
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
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M
S
P
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L
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B
U
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,
I
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A
H
O
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-101 SEE DRAWING C-101
SE
E
D
R
A
W
I
N
G
C
-
1
0
7
SE
E
D
R
A
W
I
N
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C
-
1
0
7
SE
E
D
R
A
W
I
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C
-
1
0
5
R & S PETERSON COMMERCIAL PROPERTIES, LLC
FF=4874.70
FF=4874.70
FF=4875.05
FF=4875.50
HA
R
V
E
S
T
R
O
A
D
RETENTION AREA
1
1
1
1
1
1
1
1
4
4
4
13
13
1 1
8
8
8
8
8 10
4
5
4
5
4
68.0'
PROPERTY LINEPROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
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:
HEAVY TRAFFIC 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.
LIGHT TRAFFIC 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.
5' WIDE PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” 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 BETWEEN 30" CURB AND GUTTER AND 24" CURB AND GUTTER.
4' WATERWAY PER THE CITY OF REXBURG STANDARDS.
OPEN DRIVEWAY APPROACH PER APWA STANDARD PLAN NO. 225 AND SPECIFICATIONS.
HANDICAP ACCESS RAMP PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
HEAVY TRAFFIC ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE
BASE, 12" UNCRUSHED AGGREGATE BASE 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.
15
C-103
SITE PLAN
JFK
JFKBCA
3/28/18
DATE: 3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
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.
GENERAL NOTES
S5'
KEYMAP
NOT TO SCALE
C-102
C-101
C-103
C-105
C-104
C-106
C-
1
0
7
SE
E
D
R
A
W
I
N
G
C
-
1
0
6
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
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S
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N
F
A
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M
S
P
U
D
N
Y
E
L
L
O
W
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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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-102 SEE DRAWING C-102
SE
E
D
R
A
W
I
N
G
C
-
1
0
7
SE
E
D
R
A
W
I
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G
C
-
1
0
7
SE
E
D
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A
W
I
N
G
C
-
1
0
6
10 STALLS
10 STALLS
5
S
T
A
L
L
S
5
S
T
A
L
L
S
15 15
1
33
3
3
4
4
6 6
134
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
5
5 3
6
5
STEGELMEIER LN.
T-2001
T-2002
T-2031
T-2030
T-2040T-2039T-2038T-2037T-2036 T-2041 T-2042
T-2005
T-2014 T-2015 T-2017T-2016
T-2019
T-2023
T-2018
T-2003
T-2007
T-2006
T-2004
T-2020
T-2021
T-2022
T-2024
T-2032
T-2034
T-2033
T-2035
T-2029
T-2046 T-2045 T-2044 T-2043T-2048 T-2047T-2049
1
8
.
0
'
50.0'
2
4
.
7
'
25.0'
2
0
.
0
'
3
0
.
0
'
3
C-100
EXISTING GRAVEL ROAD PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
FUTURE
IMPROVEMENTS
(BY OTHERS)
6
8
.
0
'
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:
HEAVY TRAFFIC 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.
LIGHT TRAFFIC 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.
5' WIDE PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” 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 BETWEEN 30" CURB AND GUTTER AND 24" CURB AND GUTTER.
4' WATERWAY PER THE CITY OF REXBURG STANDARDS.
OPEN DRIVEWAY APPROACH PER APWA STANDARD PLAN NO. 225 AND SPECIFICATIONS.
HANDICAP ACCESS RAMP PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
HEAVY TRAFFIC ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE
BASE, 12" UNCRUSHED AGGREGATE BASE 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.
15
C-104
SITE PLAN
JFK
JFKBCA
3/28/18
DATE: 3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-105 SEE DRAWING C-105
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
PRELIMINARY PUD SUBMITTAL
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.
GENERAL NOTES
S5'
KEYMAP
NOT TO SCALE
C-102
C-101
C-103
C-105
C-104
C-106
C-
1
0
7
SE
E
D
R
A
W
I
N
G
C
-
1
0
1
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
ASPEN STREET
PINE STREET
BI
R
C
H
L
O
O
P
FI
R
S
T
R
E
E
T
THOMSON FARMS ROAD
4
S
T
A
L
L
S
CLUBHOUSE
10
S
T
A
L
L
S
4
S
T
A
L
L
S
5
S
T
A
L
L
S
5
S
T
A
L
L
S
10 STALLS
10 STALLS
RETENTION AREA
1
1
1
1
1
1
3 3
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
3
6 6
6
6
6
13
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
5
5
5
5
55
3
5
6 13
4
5
6
5
T-2075
T-2052T-2051 T-2055T-2054T-2053T-2050
T-2058T-2059 T-2057T-2060
T-2009 T-2013T-2010
T-2028
T-2027T-2026
T-2008 T-2025
T-2011 T-2012
T-2063T-2061 T-2064
T-2070 T-2069 T-2065T-2071
T-2062
T-2067 T-2066T-2068
T-2093
T-2090
T-2086
T-2094
T-2092
T-2091
T-2088
T-2089
T-2087
T-2078T-2077T-2072 T-2076T-2074T-2073
T-2108 T-2111
T-2113
T-2116
T-2120
T-2112
T-2104T-2107
T-2101
T-2100
T-2097
T-2098
T-2096
T-2110T-2109
T-2114
T-2115
T-2118
T-2117
T-2119
T-2106 T-2105 T-2079T-2082T-2084 T-2083 T-2081 T-2080T-2085
T-2095
T-2102
T-2099
T-2103
12 12
12
12
12
1212
12
4
2
4
.
9
'
7
9
.
0
'
50.0'
15.0'19.9'
2
5
.
0
'
3
0
.
6
'
2
0
.
0
'
3
0
.
0
'
24.2'
50.0'
5
0
.
0
'
3
C-100
3
C-100
PR
O
P
E
R
T
Y
L
I
N
E
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:
HEAVY TRAFFIC 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.
LIGHT TRAFFIC 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.
5' WIDE PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” 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 BETWEEN 30" CURB AND GUTTER AND 24" CURB AND GUTTER.
4' WATERWAY PER THE CITY OF REXBURG STANDARDS.
OPEN DRIVEWAY APPROACH PER APWA STANDARD PLAN NO. 225 AND SPECIFICATIONS.
HANDICAP ACCESS RAMP PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
HEAVY TRAFFIC ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE
BASE, 12" UNCRUSHED AGGREGATE BASE 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.
15
C-105
SITE PLAN
JFK
JFKBCA
3/28/18
DATE: 3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-106 SEE DRAWING C-106
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
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.
GENERAL NOTES
S5'
KEYMAP
NOT TO SCALE
C-102
C-101
C-103
C-105
C-104
C-106
C-
1
0
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-104 SEE DRAWING C-104
SE
E
D
R
A
W
I
N
G
C
-
1
0
2
SE
E
D
R
A
W
I
N
G
C
-
1
0
2
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
WHEATGRASS ROAD
BARLEY ROAD
MA
Z
E
R
O
A
D
1
1
1
1
1
1
4
4
4
4
4
4
4
6
6
6 6
13
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
LOT 319
LOT 305
LOT 327 LOT 326 LOT 325
LOT 303
LOT 310
LOT 302LOT 301
LOT 307
LOT 308
LOT 309
LOT 316
LOT 312
LOT 321 LOT 322
LOT 311
LOT 306
LOT 313
LOT 324
LOT 317
LOT 314
LOT 318
LOT 304
LOT 320
5
5
5
5
5 5
LOT 315
LOT 323
13
13
13
6
8
.
0
'
6
8
.
0
'
68.0'
2
C-100
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
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:
HEAVY TRAFFIC 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.
LIGHT TRAFFIC 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.
5' WIDE PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” 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 BETWEEN 30" CURB AND GUTTER AND 24" CURB AND GUTTER.
4' WATERWAY PER THE CITY OF REXBURG STANDARDS.
OPEN DRIVEWAY APPROACH PER APWA STANDARD PLAN NO. 225 AND SPECIFICATIONS.
HANDICAP ACCESS RAMP PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
HEAVY TRAFFIC ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE
BASE, 12" UNCRUSHED AGGREGATE BASE 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.
15
C-106
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
PRELIM MASTER PLAN SUBMITTAL
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.
GENERAL NOTES
S5'
KEYMAP
NOT TO SCALE
C-102
C-101
C-103
C-105
C-104
C-106
C-
1
0
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-104 SEE DRAWING C-104
SE
E
D
R
A
W
I
N
G
C
-
1
0
3
SE
E
D
R
A
W
I
N
G
C
-
1
0
3
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
UN
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
4
6
4
8 5
4
1
1
1
1 1
5' WIDE
EXISTING FENCE
EXI
S
T
I
N
G
A
S
P
H
A
L
T
T
R
A
I
L
EX.
E
D
G
E
O
F
A
S
P
H
A
L
T
EXISTING ROW LINE
EXI
S
T
I
N
G
R
O
W
/
P
R
O
P
E
R
T
Y
L
I
N
E
84.
0
'
PR
O
P
O
S
E
D
R
O
W
/
P
R
O
P
E
R
T
Y
L
I
N
E
EOA
12.
0
'
14.
0
'
12.
0
'
12.
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PA
R
A
D
I
S
E
N
U
R
S
E
R
Y
A
N
D
P
O
N
D
,
L
L
C
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:
HEAVY TRAFFIC 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.
LIGHT TRAFFIC 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.
5' WIDE PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” 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 BETWEEN 30" CURB AND GUTTER AND 24" CURB AND GUTTER.
4' WATERWAY PER THE CITY OF REXBURG STANDARDS.
OPEN DRIVEWAY APPROACH PER APWA STANDARD PLAN NO. 225 AND SPECIFICATIONS.
HANDICAP ACCESS RAMP PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
HEAVY TRAFFIC ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE
BASE, 12" UNCRUSHED AGGREGATE BASE 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.
15
C-107
SITE PLAN
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
PRELIM MASTER PLAN SUBMITTAL
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.
GENERAL NOTES
S5'
KEYMAP
NOT TO SCALE
C-102
C-101
C-103
C-105
C-104
C-106
C-
1
0
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-103 SEE DRAWING C-102
FF=4875.10
FF=4874.90
FF=4875.90
FF=4875.30
FF=4875.80
FF=4875.80
FF=4876.75
FF=4876.83
FF=4876.64
FF=4876.93
FF=4875.88
FF=4876.45
FF=4876.80
FF=4877.30
FF=4878.24
FF=4878.24
FF=4876.65
FF=4876.65
FF=4877.57
FF=4876.25
FF=4877.92
FF=4877.57
FF=4878.85
FF=4876.35
FF=4874.70
FF=4874.70
FF=4877.30
FF=4876.60
FF=4876.50
FF=4876.60
FF=4875.40
FF=4876.90
FF=4876.09
FF=4878.85
FF=4875.05
FF=4875.50
FF=4875.50
FF=4876.90 FF=4876.93FF=4876.75
FF=4875.90
FF=4877.00
0.6%0.7%
1.0
%
0.6
%
0.6
%
0.7
%
0.6
%
0.6%
1.0%
0.6%
0.5
%
0.6%0.5%
0.6%
0.5
%
0.5
%
0.6
%
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RETENTION
AREA RETENTION
RETENTION
BARQUS LLC BARQUS LLC
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PARADISE NURSERY AND POND, LLC
R & S PETERSON COMMERCIAL PROPERTIES, LLC
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LOT 317 LOT 314LOT 318
LOT 304
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LOT 315LOT 319
LOT 305
LOT 327 LOT 326 LOT 325
LOT 303
LOT 310
LOT 302LOT 301 LOT 307
LOT 308
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LOT 312LOT 321 LOT 322
LOT 311
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10
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4869
4869
4867
4868 4870
D
D
D
D
D
23
24
25
12
12
D
12
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.100
100 50 100 200
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
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REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
C-200
OVERALL GRADING
AND DRAINAGE
PLAN
GWO
3/28/18
H Y
D
WV
WV
BARQUS LLC LOREN L
STEGELMEIER
FAMILY
AMY
MCDOUGALL
AMY
MCDOUGALL
BARQUS LLC
THOMAS H GOE
FF=4875.90
FF=4876.60
FF=4876.90
BUILDING 1
TYPE-A (30 UNITS)
BUILDING 2
TYPE-A (30 UNITS)BUILDING 3
TYPE-B (20 UNITS)
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EXIST. FIRE HYDRANT
D
SDSDSD
SD
SD
SD
SD
SD
INSTALL SDCB #281
TOG=4873.42
FL(IN-E)=4870.26
FL(OUT-W)=4870.26
INSTALL SDCB #282
TOG=4873.48
FL(OUT-W)=4871.12
FL(IN-S)=4871.12
INSTALL SDCB #284
TOG=4874.45
FL(OUT-N)=4871.34
INSTALL SDCB #276
TOG=4873.46
FL(OUT-W)=4870.35
IN
S
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1
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6
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%
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INSTALL 12" HP STORM SD
104.38 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
41.00 L.F. @ 1.00% SLOPE
INSTALL 12" HP STORM SD
46.68 L.F. @ 0.50% SLOPE
0.
6
%
0.
6
%
0.
6
%
0.
6
%
0.7%
0.7%
1.0
%
0.5
%
1.2%0.2%0.6%
8
8
4
8
7
5
48
7
6
48
7
5
48
7
5
4875
4
8
7
5
4
8
7
5
48
7
5
4875
4875
48
7
5
4
8
7
5
4874
487
5
48
7
6
487
5
48
7
4 487
4
48
7
4
48
7
6
48
7
5
487
5
48
7
4
487
6
48
7
6
4874
48
7
4
48
7
4
4
8
7
5
48
7
4
4
8
7
5
48
7
5
48
7
5
4
8
7
5
4875 48
7
5
4
8
7
5
4
8
7
4
4876
48
7
5
4874
4
8
7
4
48
7
6
48
7
5
487
5
487448
7
4
4876
48
7
5
INSTALL SDCB #280
TOG=4873.14
FL(IN-E)=4870.02
FL(OUT-S)=4870.02
INSTALL 12" HP STORM SD 172.67 L.F. @ 0.50% SLOPE
INSTALL 4' SDMH #288
RIM=4874.57
FL(IN-SW)=4869.06
FL(IN-NW)=4870.04
FL(OUT-SE)=4869.06
INSTALL 12" HP STORM SD
44.12 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
288.13 L.F. @ 1.24% SLOPE
INSTALL SDCB #241
TOG=4873.44
FL(OUT-SE)=4870.32
INSTALL 12" HP STORM SD
55.00 L.F. @ 0.50% SLOPE
INSTALL SDCB #277
RIM=4873.46
FL(IN-E)=4869.94
FL(OUT-W)=4869.94
STEGELMEIER LN.D
D
SDSDSDSD
INSTALL SDCB #326
TOG=4875.14
FL(OUT-SW)=4872.10
INSTALL 4' SDMH #327
RIM=4875.63
FL(IN-NE)=4872.08
FL(OUT-SE)=4868.65
INSTALL SDCB #325
TOG=4873.50
FL(OUT-E)=4870.44
INSTALL SDCB #323
TOG=4873.81
FL(IN-E)=4870.68
FL(OUT-S)=4869.47
FL(IN-W)=4869.47
INSTALL 4' SDMH #324
RIM=4874.31
FL(IN-N)=4869.44
FL(OUT-W)=4867.33
INSTALL 12" HP STORM SD
194.21 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
88.00 L.F. @ 0.50% SLOPE
INSTALL SDCB #317
TOG=4874.73
FL(IN-NE)=4871.33
FL(OUT-SW)=4871.33
INSTALL SDCB #318
TOG=4874.92
FL(OUT-SW)=4871.81
INSTALL SDCB #316
TOG=4873.59
FL(IN-NE)=4871.02
FL(OUT-SE)=4871.02
SD
SD
8
D
8
INSTALL 4' SDMH #275
RIM=4873.96
FL(OUT-S)=4866.96
FL(IN-E)=4869.89
INSTALL 12" HP STORM SD
96.47 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
62.31 L.F. @ 0.50% SLOPE
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:
HP STORM - STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
RCP CLIII STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
COMBINATION INLET/CLEANOUT BOX PER APWA STANDARD PLAN NO. 316 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 WITH SLOTTED
COVER AND 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.
DAYLIGHT TO EXISTING GROUND WITH MAXIMUM 3:1 SLOPE.
1
2
3
4
5
6
7
8
9
C-201
GRADING AND
DRAINAGE PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-202 SEE DRAWING C-202
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
S5'
KEYMAP
NOT TO SCALE
C-202
C-201
C-203
C-205
C-204
C-206
C-
2
0
7
SE
E
D
R
A
W
I
N
G
C
-
2
0
4
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
Y
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L
L
O
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B
U
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,
I
D
A
H
O
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
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.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC
STANDARD PLANS AND SPECIFICATIONS.
10.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S
RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
11.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.
12.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL
GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
13.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES.
14.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
x
x
x
x
x
x
x
FF=4875.10
FF=4874.90
FF=4875.30
FF=4875.80
FF=4875.80
FF=4876.35
FF=4876.60
FF=4876.50
FF=4875.40
FF=4876.90
FF=4875.90
FF=4877.00
HA
R
V
E
S
T
R
O
A
D
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
CLUBHOUSE
POOL &
HOT TUB
BUILDING 2
TYPE-A (30 UNITS)
BUILDING 9
TYPE-A (30 UNITS)
BUILDING 10
TYPE-A (30 UNITS)
BUILDING 11
TYPE-A (30 UNITS)BUILDING 4
TYPE-B (20 UNITS)
BUILDING 8
TYPE-A (30 UNITS)
BUILDING 7
TYPE-A (30 UNITS)
BUILDING 6
TYPE-A (30 UNITS)
BUILDING 5
TYPE-B (20 UNITS)
BUILDING 3
TYPE-B (20 UNITS)
RETENTION AREA
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
UN
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
D
D
D
D
D
D
SD
SD
SD
D
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
SD
SDSD
SD
SD
SD
INSTALL 4' SDMH #232
RIM=4875.44
FL(IN-NE)=4870.16
FL(OUT-NW)=4868.48
INSTALL SDCB #222
TOG=4874.94
FL(OUT-SW)=4870.18
FL(IN-NW)=4870.18
INSTALL 4' SDMH #230
RIM=4874.86
FL(IN-N)=4870.86
FL(OUT-W)=4867.84
INSTALL 4' SDMH #231
RIM=4874.63
FL(IN-NE)=4870.68
FL(OUT-NW)=4867.65
INSTALL SDCB #229
TOG=4874.32
FL(OUT-S)=4871.15
INSTALL SDCB #239
TOG=4873.39
FL(IN-W)=4870.14
FL(OUT-E)=4869.32
FL(IN-S)=4869.32
INSTALL SDCB #200
TOG=4874.14
FL(OUT-SW)=4870.97
INSTALL SDCB #201
TOG=4874.14
FL(IN-NE)=4870.71
FL(OUT-SW)=4870.71
INSTALL SDCB #243
TOG=4874.16
FL(OUT-NE)=4870.94
INSTALL SDCB #240
TOG=4873.38
FL(OUT-W)=4868.90
FL(IN-NE)=4868.90
INSTALL 4' SDMH #228
RIM=4874.05
FL(IN-N)=4870.10
FL(OUT-W)=4867.07
INSTALL SDCB #203
TOG=4873.55
FL(OUT-S)=4870.39
INSTALL SDCB #204
TOG=4873.55
FL(IN-N)=4870.13
FL(OUT-S)=4870.13
INSTALL SDCB #238
TOG=4873.68
FL(OUT-E)=4870.43
INSTALL 4' SDMH #227
RIM=4873.48
FL(IN-N)=4869.54
FL(OUT-E)=4866.50
FL(OUT-W)=4866.50
INSTALL SDCB #206
TOG=4872.98
FL(IN-N)=4869.56
FL(OUT-S)=4869.56
INSTALL SDCB #205
TOG=4872.98
FL(OUT-S)=4869.82
INSTALL SDCB #242
TOG=4872.93
FL(OUT-SE)=4869.82
INSTALL SDCB #202
TOG=4872.06
FL(OUT-S)=4870.89
FL(IN-N)=4870.89
INSTALL SDCB #221
TOG=4873.25
FL(OUT-E)=4870.12
INSTALL 5' SDMH
W/ GRATE #283
TOG=4868.31
FL(IN-N)=4865.50
FL(IN-NW)=4865.50
FL(IN-E)=4865.50
FL(IN-S)=4865.50
INSTALL 5' SDMH
W/ GRATE #290
TOG=4868.31
FL(IN-S)=4865.50
FL(OUT-N)=4865.50
INSTALL 4' SDMH #298
RIM=4875.20
FL(IN-SW)=4869.58
FL(OUT-NE)=4869.58
FL(IN-NW)=4870.19
INSTALL SDCB #292
TOG=4874.37
FL(IN-E)=4869.98
FL(OUT-N)=4869.98
FL(IN-S)=4871.15
INSTALL SDCB #285
TOG=4874.18
FL(OUT-W)=4869.78
FL(IN-S)=4869.78
INSTALL SDCB #297
TOG=4874.32
FL(OUT-SE)=4870.49
INSTALL SDCB #294
TOG=4874.37
FL(OUT-N)=4871.26
INSTALL 4' SDMH #289
RIM=4873.85
FL(IN-E)=4868.59
FL(IN-W)=4868.91
FL(OUT-N)=4868.59
INSTALL 4' SDMH #287
RIM=4874.07
FL(IN-SW)=4870.66
FL(OUT-NE)=4870.66
FL(IN-NW)=4869.54
INSTALL SDCB #293
TOG=4873.82
FL(OUT-N)=4870.71
INSTALL SDCB #291
TOG=4873.81
FL(OUT-W)=4870.60
FL(IN-S)=4870.60
INSTALL SDCB #266
RIM=4873.20
FL(IN-E)=4869.68
FL(OUT-W)=4869.68
INSTALL SDCB #286
TOG=4872.67
FL(OUT-SW)=4869.56
INSTALL SDCB #295
TOG=4873.24
FL(IN-W)=4869.98
FL(OUT-N)=4869.98
INSTALL SDCB #265
TOG=4873.20
FL(OUT-W)=4870.09
INSTALL SDCB #274
RIM=4872.98
FL(IN-E)=4869.45
FL(OUT-W)=4869.45
INSTALL SDCB #273
TOG=4872.98
FL(OUT-W)=4869.86
INSTALL 12" HP STORM SD
52.00 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
52.00 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
52.00 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
28.00 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
52.12 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
58.70 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
51.89 L.F. @ 0.60% SLOPE
INSTALL 12" HP STORM SD
41.05 L.F. @ 1.00% SLOPE
INSTALL 12" HP STORM SD
41.00 L.F. @ 1.00% SLOPE
INSTALL 12" HP STORM SD
55.00 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
216.33 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
55.00 L.F. @ 0.50% SLOPE
INS
T
A
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L
1
2
"
H
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288
.
1
3
L
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F
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@
1
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2
4
%
S
L
O
P
E
INSTALL
1
2
"
H
P
S
T
O
R
M
S
D
197.96 L.
F
.
@
2
.
1
6
%
S
L
O
P
E
INSTA
L
L
1
2
"
H
P
S
T
O
R
M
S
D
82.93 L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INST
A
L
L
1
2
"
H
P
S
T
O
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M
S
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131.2
6
L
.
F
.
@
0
.
5
0
%
S
L
O
P
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I
N
S
T
A
L
L
1
5
"
H
P
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S
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3
0
4
.
2
3
L
.
F
.
@
1
.
0
2
%
S
L
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IN
S
T
A
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L
1
2
"
P
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R
F
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H
P
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D
10
0
.
0
0
L
.
F
.
@
0
.
0
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD
122.76 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
40.99 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
23.00 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
22.00 L.F. @ 0.50% SLOPE
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
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M
S
D
13
1
.
3
9
L
.
F
.
@
0
.
5
0
%
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IN
S
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1
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H
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10
4
.
3
8
L
.
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@
0
.
5
0
%
S
L
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IN
S
T
A
L
L
1
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"
H
P
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53.
6
9
L
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F
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@
0
.
5
7
%
S
L
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P
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IN
S
T
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L
1
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"
H
P
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T
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R
M
S
D
28
0
.
1
1
L
.
F
.
@
1
.
6
1
%
S
L
O
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E
8
7
7
8
8
0.
6
%
0.
6
%
0.
6
%
0.
6
%
0.
6
%
0.
6
%
0.
6
%
0.
6
%
0.
8
%
0.
6
%
0.6
%
0.6
%
0.6
%
0.6%
0.6%
0.6%
0.6
%
0.5
%
0.3
%
0.6
%
3.2
%
1.4
%
487
5
48
7
4
48
7
4
48
7
4
48
7
5
487
5
48
7
4
487
4
487
4
487
4
4
8
7
3
4873
48
7
3
48
7
3
48
7
3
48
7
3
4
8
7
3
4875
4875
4
8
7
4
4875
4875
4875
4875
4874
4874
4874
48764876
4874
48
7
5
48
7
6
487
5
48
7
5
487
5
487
5
48
7
4
487
4
487
5
48
7
5
487
5
48
7
4
487
5
487
4
48
7
5
4875
4875
4
8
7
5
487
5
48
7
4
48
7
6
487
5
4875
48
7
4
4874
4875
48
7
4
4874
4875
487
5
48
7
5
48
7
4
4875
4
8
7
5
4876
487
5
4875
4
8
7
5
4875
4
8
7
6
487
5
48
7
4
487
6
4869
4869
4
8
6
9
4876
48754875
48
7
5
4
8
7
5
48
7
5
48
7
4
4
8
7
5
48
7
4
4
8
7
4
4
8
7
4
4
8
7
4
48
7
5
487
3
4873
4874
4874
4
8
7
4
48
7
3
48
7
5
48
7
4
48
7
5
48
7
5
48
7
4
4
8
7
4
4875
4874
4874
4875
4874
4874
487
4
4875
4
8
7
5
4
8
7
5
487
4
SD
SD
SD
SD
S
D
S
D
S
D
SD
48
7
0
48
7
5
48
7
1
48
7
2
48
7
3
48
7
4
RETENTION AREA
STORAGE REQ'D = 41,864 C.F.
STORAGE PROV. = 42,851 C.F.
25-YR HIGH WATER = 4873.00
INSTALL SDCB #312
TOG=4874.84
FL(OUT-NE)=4871.68
INSTALL SDCB #313
TOG=4874.64
FL(IN-NE)=4870.60
FL(OUT-SE)=4870.60
FL(IN-SW)=4871.17
INSTALL SDCB #314
TOG=4874.64
FL(IN-NE)=4871.05
FL(OUT-SW)=4871.05
INSTALL SDCB #315
TOG=4874.42
FL(OUT-SW)=4871.49
INSTALL SDCB #337
TOG=4875.23
FL(IN-E)=4872.06
FL(OUT-SW)=4872.06
INSTALL SDCB #336
TOG=4875.44
FL(OUT-W)=4872.22
INSTALL SDCB #310
TOG=4873.74
FL(OUT-SE)=4871.09
FL(IN-NE)=4871.09
INSTALL SDCB #311
TOG=4874.47
FL(OUT-SW)=4871.35
INSTALL 12" HP STORM SD
32.80 L.F. @ 0.50% SLOPE IN
S
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H
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1
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0
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5
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%
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8 7
8
IN
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"
H
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22
2
.
7
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L
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@
0
.
5
0
%
S
L
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INSTALL 15" HP STORM
S
D
85.73 L.F. @ 0.50% SLO
P
E
INSTALL 2'X2' SDCB #346
TOG=4873.63
FL(IN-SE)=4870.36
FL(OUT-W)=4870.36
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
SD
INSTALL 12" HP STORM SD
52.00 L.F. @ 0.50% SLOPE
D
D
SD
SD
SD
D
D
8
8
7
7
INSTALL 4' SDMH #362
RIM=4873.47
FL(IN-E)=4869.42
FL(OUT-N)=4866.44
INSTALL 4' SDMH #361
RIM=4873.69
FL(IN-E)=4869.65
FL(OUT-N)=4866.69
INSTALL 12" HP STORM SD
17.63 L.F. @ 0.43% SLOPE
INSTALL 4' SDMH #358
TOG=4874.86
FL(IN-NW)=4870.52
FL(OUT-NE)=4867.96
8
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:
HP STORM - STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
RCP CLIII STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
COMBINATION INLET/CLEANOUT BOX PER APWA STANDARD PLAN NO. 316 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 WITH SLOTTED
COVER AND 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.
DAYLIGHT TO EXISTING GROUND WITH MAXIMUM 3:1 SLOPE.
1
2
3
4
5
6
7
8
9
C-202
GRADING AND
DRAINAGE PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-203 SEE DRAWING C-203
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
S5'
KEYMAP
NOT TO SCALE
C-202
C-201
C-203
C-205
C-204
C-206
C-
2
0
7
SE
E
D
R
A
W
I
N
G
C
-
2
0
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
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O
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-201 SEE DRAWING C-201
SE
E
D
R
A
W
I
N
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C
-
2
0
7
SE
E
D
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W
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2
0
7
SE
E
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W
I
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C
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2
0
5
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.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
10.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S
RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
11.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.
12.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL
GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
13.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES.
14.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
R & S PETERSON COMMERCIAL PROPERTIES, LLC
FF=4874.70
FF=4874.70
FF=4875.05
FF=4875.50
HA
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RETENTION AREA
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
S
D
SD
INSTALL 12" HP STORM SD
87.00 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
41.55 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
42.04 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
43.25 L.F. @ 0.50% SLOPE
INSTALL SDCB #233
TOG=4872.47
FL(OUT-S)=4869.30
INSTALL SDCB #207
TOG=4872.01
FL(OUT-W)=4868.86
FL(IN-N)=4868.86
INSTALL SDCB #208
RIM=4872.05
FL(IN-E)=4868.66
FL(OUT-NW)=4868.66
INSTALL SDCB #209
RIM=4871.94
FL(OUT-SW)=4868.58
FL(IN-E)=4868.58
FL(OUT-S)=4868.80
INSTALL SDCB #211
RIM=4871.80
FL(IN-N)=4867.12
FL(IN-E)=4868.51
FL(OUT-NW)=4867.12
INSTALL SDCB #212
TOG=4871.89
FL(OUT-W)=4868.72
INSTALL SDCB #210
TOG=4871.96
FL(OUT-W)=4868.80
INSTALL 12" HP STORM SD
74.00 L.F. @ 2.27% SLOPE
0.
6
%
0.
6
%
0.
6
%
0.
6
%
487
2
48
7
2
48
7
3
48
7
3
48
7
3
4873
48
7
3
48
7
3
4
8
7
3
4871
4871
48
7
1
4871
48724872
4871
4871
4872
487
2
4871
48
7
1
4872
4
8
7
1
4
8
7
2
4872
4
8
7
3
4
8
7
2
48
7
2
4873
4874
4874
4874
48
7
3
4
8
7
4
48
7
3
48
7
4
487
4
4870
48684869
4871487248734874
48
7
5
48
7
4
4875
48
7
3
4873
4874
4874
4874
D
D
D
SDSDSD
SD SD
S
D
S
D
S
D
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
S
D
SD
SD
S
D
S
D
S
D
S
D
S
D
SD
SD
SD SD
SD
RETENTION AREA
STORAGE REQ'D = 54,159 C.F.
STORAGE PROV. = 59,328 C.F.
25-YR HIGH WATER = 4870.00
INSTALL SDCB #356
TOG=4872.40
FL(OUT-SE)=4869.31
INSTALL 4' SDMH #349
RIM=4873.13
FL(OUT-W)=4865.42
FL(IN-NW)=4869.18
INSTALL 12" HP STORM SD
25.91 L.F. @ 0.50% SLOPE
INSTA
L
L
1
5
"
H
P
S
T
O
R
M
S
D
111.83
L
.
F
.
@
2
.
0
6
%
S
L
O
P
E
INSTALL 5' SDMH
W/ GRATE #299
TOG=4866.65
FL(IN-E)=4863.11
FL(OUT-W)=4863.11
INSTALL 5' SDMH
W/ GRATE #300
TOG=4866.65
FL(IN-E)=4863.11
FL(IN-W)=4863.11
FL(IN-N)=4863.11
INSTALL 12" PERFORATED HP STORM SD
180.00 L.F. @ 0.00% SLOPE
INSTALL 18" HP STORM SD
65.94 L.F. @ 7.97% SLOPE
INSTALL SDCB #355
TOG=4873.79
FL(IN-N)=4868.37
FL(OUT-S)=4868.37
IN
S
T
A
L
L
1
8
"
H
P
S
T
O
R
M
S
D
12
8
.
2
6
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #335
TOG=4872.19
FL(IN-W)=4863.83
FL(OUT-E)=4863.83
INSTALL
2
4
"
H
P
S
T
O
R
M
S
D
145.17 L.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 24" HP STORM SD
454.33 L.F. @ 0.50% SLOPE
INSTALL SDCB #334
TOG=4871.88
FL(IN-N)=4866.11
FL(OUT-E)=4866.11
IN
S
T
A
L
L
2
4
"
H
P
S
T
O
R
M
S
D
18
4
.
6
8
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 4' SDMH #333
RIM=4874.19
FL(IN-W)=4867.03
FL(OUT-S)=4867.03INSTALL 24" HP STORM SD
173.72 L.F. @ 0.50% SLOPE
4867 4867
EXISTING DITCH
INSTALL 4' SDMH #354
RIM=4873.04
FL(IN-NW)=4869.01
FL(OUT-S)=4869.01
INSTALL 18" HP STORM SD
41.72 L.F. @ 0.50% SLOPE
INSTALL SDCB #350
TOG=4872.12
FL(IN-NW)=4869.22
FL(OUT-SE)=4869.22
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
26
8
.
9
2
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #352
TOG=4873.68
FL(OUT-SE)=4870.56
EXISTING DITCH
EXISTING DITCH
INS
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
128
.
3
2
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 2'X2' SDCB #351
TOG=4873.65
FL(OUT-NW)=4871.00
INSTALL SDCB #347
TOG=4873.44
FL(IN-NE)=4868.99
FL(OUT-SW)=4868.99
INSTALL 18" HP STORM SD
13.02 L.F. @ 0.50% SLOPE
INSTALL SDCB #344
TOG=4874.13
FL(IN-NW)=4869.24
FL(IN-SE)=4869.05
FL(OUT-SW)=4869.05
INSTALL 18" HP STORM SD
31.33 L.F. @ 0.50% SLOPE
INSTALL SDCB #341
TOG=4873.55
FL(IN-NE)=4869.21
FL(OUT-NW)=4869.21
FL(IN-SE)=4869.21
INSTALL 12" HP STORM SD
71.20 L.F. @ 0.50% SLOPE
INSTALL 18" HP STORM SD
144.50 L.F. @ 0.50% SLOPE
INSTALL SDCB #348
TOG=4872.44
FL(OUT-NW)=4869.56
INSTALL 18" HP STORM SD
41.01 L.F. @ 0.50% SLOPE
D
D
INSTALL 4' SDMH #370
RIM=4871.90
FL(IN-SE)=4867.09
FL(OUT-S)=4864.99
8
8
INSTALL 4' SDMH #369
RIM=4872.55
FL(IN-SE)=4868.63
FL(OUT-S)=4864.99
FL(OUT-N)=4864.99
D
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:
HP STORM - STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
RCP CLIII STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
COMBINATION INLET/CLEANOUT BOX PER APWA STANDARD PLAN NO. 316 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 WITH SLOTTED
COVER AND 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.
DAYLIGHT TO EXISTING GROUND WITH MAXIMUM 3:1 SLOPE.
1
2
3
4
5
6
7
8
9
C-203
GRADING AND
DRAINAGE PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
S5'
KEYMAP
NOT TO SCALE
C-202
C-201
C-203
C-205
C-204
C-206
C-
2
0
7
SE
E
D
R
A
W
I
N
G
C
-
2
0
6
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-202 SEE DRAWING C-202
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
6
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.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
10.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S
RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
11.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.
12.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL
GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
13.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES.
14.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
BARQUS LLC
STEGELMEIER LN.
x
x
x
x
x
x
x
x
g g g g
D
S
D
S
D
S
D
INSTALL SDCB #250
TOG=4873.64
FL(OUT-W)=4870.48
INSTALL 12" HP STORM SD
23.50 L.F. @ 0.50% SLOPE
INSTALL SD COMBO #244
RIM=4873.65
FL(OUT-S)=4870.36
FL(IN-E)=4870.36
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
2
4
0
.
2
4
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
FF=4878.24
FF=4878.24
FF=4877.30FF=4876.93
FF=4876.83
FF=4876.75
4875
48
7
5
48
7
6
48
7
7
48
7
7
4875
4876
4
8
7
5
48
7
5
48
7
5
48
7
5
48
7
5
4
8
7
5
4
8
7
5
2032
2034
2033
2035
2029
2031
2030
2001
2005
2002
2014 2015 20172016
2019
2023
2018
2003
2007
2006
2004
2020
2021
2022
2024
20402039203820372036 2041 2042
2046 2045 2044 2043204820472049
0.
6
%
0.
6
%
0.
6
%
1.1%0.6%
0.5%
0.
5
%
0.
7
%
1.
3
%
0.6%0.6%0.6%8
4876
4877
4878
4
8
7
7
48
7
8
48
7
7
4878
48
7
6
48
7
7
48
7
8
48
7
5
4
8
7
4
48
7
4
48
7
6
48
7
7
4
8
7
5
4
8
7
6
4875
4
8
7
6
4
8
7
6
4877
4875
4876
4
8
7
6
4
8
7
6
48
7
5
48
7
4
48
7
6
4875 D
SD
EXISTING DITCH
INSTALL SDCB #319
TOG=4874.21
FL(OUT-W)=4871.10
INSTALL 12" HP STORM SD
74.00 L.F. @ 0.50% SLOPE
INSTALL 4' SDMH #321
RIM=4874.37
FL(IN-N)=4870.70
FL(OUT-W)=4867.39
INSTALL SDCB #320
TOG=4873.87
FL(IN-E)=4870.73
FL(OUT-S)=4870.73
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:
HP STORM - STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
RCP CLIII STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
COMBINATION INLET/CLEANOUT BOX PER APWA STANDARD PLAN NO. 316 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 WITH SLOTTED
COVER AND 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.
DAYLIGHT TO EXISTING GROUND WITH MAXIMUM 3:1 SLOPE.
1
2
3
4
5
6
7
8
9
C-204
GRADING AND
DRAINAGE PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-205 SEE DRAWING C-205
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
PRELIMINARY PUD SUBMITTAL
S5'
KEYMAP
NOT TO SCALE
C-202
C-201
C-203
C-205
C-204
C-206
C-
2
0
7
SE
E
D
R
A
W
I
N
G
C
-
2
0
1
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
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.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
10.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S
RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
11.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.
12.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL
GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
13.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES.
14.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
FF=4876.64
FF=4875.88
FF=4876.45
FF=4876.80
FF=4876.65
FF=4876.65
FF=4877.57
FF=4876.25
FF=4877.92
FF=4877.57
FF=4878.85
FF=4877.30
FF=4876.09
FF=4878.85
FF=4876.93FF=4876.75
ASPEN STREET
PINE STREET
BI
R
C
H
L
O
O
P
FI
R
S
T
R
E
E
T
THOMSON FARMS ROAD
RETENTION AREA
MO
O
D
Y
C
R
E
E
K
R
A
N
C
H
,
L
L
C
(P
U
B
L
I
C
S
T
R
E
E
T
)
DDD
D
D
D
D
D
D
D
S
D
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SDSD
SD
SD
SD
SD
SD
SD
SD
S
D
SD
SD
SD SD
8
8 8 8
INSTALL SDCB #213
TOG=4875.08
FL(OUT-S)=4871.92
INSTALL 12" HP STORM SD
52.00 L.F. @ 0.50% SLOPE
INSTALL SDCB #214
TOG=4875.08
FL(IN-N)=4871.66
FL(OUT-S)=4871.66
INSTALL 4' SDMH #223
RIM=4875.58
FL(IN-N)=4871.63
FL(OUT-W)=4868.61
INSTALL 4' SDMH #224
RIM=4875.40
FL(IN-N)=4871.40
FL(OUT-E)=4868.47
INSTALL SDCB #215
TOG=4874.91
FL(OUT-S)=4871.43
FL(IN-N)=4871.43
INSTALL 12" HP STORM SD
52.78 L.F. @ 0.50% SLOPE
INSTALL SDCB #218
TOG=4874.85
FL(OUT-S)=4871.69
INSTALL 4' SDMH #225
RIM=4874.98
FL(IN-N)=4871.03
FL(OUT-W)=4868.02
INSTALL SDCB #216
TOG=4874.48
FL(OUT-S)=4871.06
FL(IN-N)=4871.06
INSTALL SDCB #219
TOG=4874.48
FL(OUT-S)=4871.32
INSTALL 12" HP STORM SD
52.04 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
23.50 L.F. @ 0.50% SLOPEINSTALL SD COMBO #247
RIM=4874.07
FL(OUT-N)=4870.77
FL(IN-E)=4870.77
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
24
7
.
4
8
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 12" HP STORM SD
102.47 L.F. @ 0.50% SLOPE
INSTALL 15" HP STORM SD
105.04 L.F. @ 1.23% SLOPEINSTALL 12" HP STORM SD
103.04 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
90.53 L.F. @ 0.50% SLOPE
IN
S
T
A
L
L
1
5
"
H
P
S
T
O
R
M
S
D
74
.
0
0
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
IN
S
T
A
L
L
1
8
"
H
P
S
T
O
R
M
S
D
18
6
.
0
0
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL 15" HP STO
R
M
S
D
132.35 L.F. @ 0.50%
S
L
O
P
E
INSTA
L
L
1
8
"
H
P
S
T
O
R
M
S
D
113.95
L
.
F
.
@
2
.
0
4
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
H
P
S
T
O
R
M
S
D
10
1
.
9
4
L
.
F
.
@
0
.
7
2
%
S
L
O
P
E
INSTAL
L
1
2
"
H
P
S
T
O
R
M
S
D
89.37 L.
F
.
@
1
.
1
4
%
S
L
O
P
E
INSTALL 15" HP STORM SD
23.50 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
23.50 L.F. @ 0.50% SLOPE
INSTALL SDCB #254
TOG=4874.25
FL(OUT-W)=4871.08
FL(IN-E)=4871.08
INSTALL SDCB #253
TOG=4874.25
FL(OUT-W)=4871.08
INSTALL SDCB #260
TOG=4875.85
FL(IN-NE)=4872.37
FL(OUT-W)=4872.37
FL(IN-S)=4872.37
INSTALL SDCB #259
TOG=4876.04
FL(OUT-SW)=4872.88
INSTALL SDCB #256
TOG=4875.12
FL(OUT-W)=4871.96
INSTALL SDCB #257
TOG=4874.53
FL(IN-E)=4871.73
FL(OUT-SW)=4871.73
FL(IN-NW)=4871.73
INSTALL SDCB #258
TOG=4874.53
FL(IN-NE)=4871.59
FL(OUT-W)=4871.59
INSTALL SDCB #252
TOG=4874.63
FL(OUT-W)=4870.93
FL(IN-E)=4870.93INSTALL SD COMBO #246
RIM=4874.64
FL(IN-N)=4868.79
FL(IN-S)=4868.24
FL(IN-E)=4870.81
FL(OUT-W)=4868.24
INSTALL SDCB #251
TOG=4874.63
FL(OUT-W)=4871.47
INSTALL SDCB #267
TOG=4875.69
FL(OUT-E)=4872.52
INSTALL SDCB #268
TOG=4874.80
FL(OUT-W)=4871.63
INSTALL SDCB #271
TOG=4873.78
FL(IN-E)=4870.61
FL(OUT-S)=4870.61
INSTALL SDCB #272
RIM=4873.78
FL(IN-N)=4870.49
FL(OUT-SE)=4866.64
INSTALL 12" HP STORM SD
27.00 L.F. @ 0.44% SLOPE
INSTALL 15" HP STORM SD
23.50 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
74.00 L.F. @ 0.50% SLOPE INSTALL 12" HP STORM SD
34.95 L.F. @ 0.67% SLOPE
INSTALL 15" HP STORM SD
27.00 L.F. @ 0.50% SLOPE
48
7
5
4
8
7
5
48
7
5
48
7
5
48
7
5
48
7
5
48
7
5
48
7
5
48
7
4
4874
4
8
7
4
4
8
7
4
48
7
5
4875
4875
4875
48
7
5
48
7
5
4
8
7
5
48
7
5
48
7
5
4876
4877
4878
4876
4876
4876
4876
4875
4875
4875
4875
4875
48
7
5
48
7
6
4
8
7
5
4
8
7
6
48
7
7
4
8
7
5
48
7
5
48
7
6
48
7
7
4875
4876
4875
4874
4874
4
8
7
5
4
8
7
6
48
7
0
4870
4869
4871 4872 4873
4
8
7
4
4874
4875
4874
4876
4876
4876
4
8
7
6
4875
4875
4876
4874
48
7
5
4
8
7
4
48
7
6
4874
487
4
4
8
7
4
48764875
4878
4
8
7
8
48
7
7
4
8
7
7
48
7
8
4877
4877
48
7
6
4876
48
7
6
48
7
7
4
8
7
6
4
8
7
6
4
8
7
6
4
8
7
7
4
8
7
5
48
7
5
4
8
7
6
4
8
7
7
48
7
5
4
8
7
5
48
7
5
4
8
7
5
48
7
6
4
8
7
5
48
7
5
487
6
4876
4876
48
7
5
48
7
6
4876
4875
48
7
6
4875
4876 4
8
7
6
4874
4874
4875
48
7
6
48
7
5
48
7
5
48
7
5
4876
48
7
6
4874
0.6%
0.6%
0.
6
%
0.
6
%
0.6%0.6%
2.2%
0.6%0.2%
0.6%
0.5%
0.6%0.0%0.5%
0.6%
0.
6
%
0.
6
%
1.
5
%
0.
6
%
0.
6
%
0.6%
0.
6
%
0.6%
??
?
??
?
??
?
0.
7
%
0.
8
%
0.
7
%
0.
7
%
INSTALL 12" HP STORM SD
23.47 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
103.08 L.F. @ 1.00% SLOPE
INSTALL 12" HP STORM SD
52.00 L.F. @ 0.50% SLOPE
INSTALL SDCB #220
TOG=4873.76
FL(OUT-S)=4870.59
INSTALL SDCB #217
TOG=4873.76
FL(OUT-S)=4870.33
FL(IN-N)=4870.33
INSTALL 4' SDMH #226
RIM=4874.25
FL(IN-N)=4870.30
FL(OUT-E)=4867.31
4
8
7
5
4
8
7
4
4
8
7
6
0.6%
INSTALL SDCB #255
TOG=4874.06
FL(OUT-W)=4870.89
S
D
S
D
S
D
S
D
RETENTION AREA
STORAGE REQ'D = 35,790 C.F.
STORAGE PROV. = 42,314 C.F.
25-YR HIGH WATER = 4873.00
INSTALL 5' SDMH
W/ GRATE #278
TOG=4868.88
FL(IN-NW)=4865.91
FL(OUT-E)=4865.91
FL(IN-SW)=4865.91
INSTALL 12" PERFORATED HP STORM SD
150.00 L.F. @ 0.00% SLOPE
INSTALL 5' SDMH
W/ GRATE #279
TOG=4868.88
FL(IN-E)=4865.91
FL(IN-W)=4865.91
INSTALL SDCB #301
TOG=4875.24
FL(OUT-SE)=4872.12
INSTALL 12" HP STORM SD
78.71 L.F. @ 0.50% SLOPE
INSTALL SDCB #262
TOG=4873.66
FL(OUT-W)=4870.06
INSTALL SDCB #261
TOG=4874.55
FL(OUT-E)=4871.38
INSTALL 12" HP STORM SD
187.10 L.F. @ 1.91% SLOPE
INSTALL SDCB #264
TOG=4872.64
FL(IN-S)=4869.49
FL(OUT-NE)=4869.49
INSTALL 12" HP STORM SD
23.50 L.F. @ 0.50% SLOPE
INSTALL SD COMBO #263
TOG=4872.77
FL(IN-E)=4869.61
FL(OUT-N)=4869.61
EXISTING DITCH
EXISTING DITCH
INSTALL SD COMBO #248
RIM=4874.25
FL(IN-S)=4869.54
FL(OUT-N)=4869.54
FL(IN-E)=4870.96
FL(IN-W)=4870.86
INSTALL SD COMBO #249
RIM=4874.25
FL(IN-S)=4869.17
FL(OUT-N)=4869.17
FL(IN-E)=4870.96
INSTALL 12" HP STORM SD
240.24 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
166.29 L.F. @ 0.87% SLOPE
INSTALL SDCB #302
RIM=4876.93
FL(OUT-N)=4873.82
8
INSTALL SD COMBO #245
RIM=4874.64
FL(IN-N)=4869.16
FL(OUT-S)=4869.16
FL(IN-E)=4871.35
FL(IN-W)=4871.49
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:
HP STORM - STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
RCP CLIII STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
COMBINATION INLET/CLEANOUT BOX PER APWA STANDARD PLAN NO. 316 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 WITH SLOTTED
COVER AND 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.
DAYLIGHT TO EXISTING GROUND WITH MAXIMUM 3:1 SLOPE.
1
2
3
4
5
6
7
8
9
C-205
GRADING AND
DRAINAGE PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-206 SEE DRAWING C-206
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
S5'
KEYMAP
NOT TO SCALE
C-202
C-201
C-203
C-205
C-204
C-206
C-
2
0
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
Y
E
L
L
O
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S
T
O
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E
H
W
Y
RE
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B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-204 SEE DRAWING C-204
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
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.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA
STANDARD PLANS AND SPECIFICATIONS.
10.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S
RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
11.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.
12.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL
GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
13.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES.
14.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
R & S PETERSON COMMERCIAL PROPERTIES, LLC
RIT
A
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E
&
G
E
R
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D
J
E
P
P
E
S
E
N
WHEATGRASS ROAD
BARLEY ROAD
MA
Z
E
R
O
A
D
LOT 319
LOT 305
LOT 327 LOT 326 LOT 325
LOT 303
LOT 310
LOT 302LOT 301
LOT 307
LOT 308
LOT 309
LOT 316
LOT 312
LOT 321 LOT 322
LOT 311
LOT 306
LOT 313
LOT 324
LOT 317
LOT 314
LOT 318
LOT 304
LOT 320
LOT 315
LOT 323
D
D
S
D
INSTALL 4' SDMH #269
RIM=4873.29
FL(IN-NE)=4869.29
FL(OUT-N)=4866.26
INSTALL SDCB #237
TOG=4872.74
FL(IN-E)=4869.32
FL(OUT-SW)=4869.32
INSTALL SDCB #236
TOG=4872.70
FL(OUT-W)=4869.53
INSTALL 4' SDMH #270
RIM=4872.46
FL(IN-E)=4868.51
FL(OUT-N)=4865.51
FL(OUT-S)=4865.51
INSTALL SDCB #234
TOG=4871.91
FL(OUT-W)=4868.75
INSTALL SDCB #235
TOG=4871.91
FL(IN-E)=4868.54
FL(OUT-W)=4868.54
TO INFILTRATOR
FL(IN-S)=4866.24
INSTALL 12" HP STORM SD
42.00 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
41.50 L.F. @ 0.50% SLOPEINSTALL 12" HP STORM SD
6.40 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
4.00 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
4.00 L.F. @ 0.50% SLOPE
4872
48
7
3
4
8
7
4
4873
4874 8
7
8
7
4875
4872
4873
4874
4873
4873
4872
487
3
4
8
7
3
4
8
7
4
4
8
7
5
4875
4874
48
7
3
48
7
3
4
8
7
4
4
8
7
4
4
8
7
2
4
8
7
2
48
7
3
4872
4871
487
3
4
8
7
3
487
4
4
8
7
4
4874
4873
4873
4
8
7
3
48
7
3
48
7
3
48
7
2
48
7
2
48
7
3
4
8
7
2
4873
4872
4872
4872
487
1
48
7
1
48
7
1
48724872
48
7
2
48
7
3
48
7
5
48
7
5
48
7
5
48
7
5
48
7
5
48
7
5
48
7
548
7
5
48
7
5
48
7
5
48
7
5
48
7
5
0.6%0.6%
0.6%0.6%
0.
6
%
0.
6
%
1.
4
%
EXISTING DITCH
EXISTING DITCH
8
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:
HP STORM - STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
RCP CLIII STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
COMBINATION INLET/CLEANOUT BOX PER APWA STANDARD PLAN NO. 316 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 WITH SLOTTED
COVER AND 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.
DAYLIGHT TO EXISTING GROUND WITH MAXIMUM 3:1 SLOPE.
1
2
3
4
5
6
7
8
9
C-206
GRADING AND
DRAINAGE PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
PRELIM MASTER PLAN SUBMITTAL
S5'
KEYMAP
NOT TO SCALE
C-202
C-201
C-203
C-205
C-204
C-206
C-
2
0
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
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REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-205 SEE DRAWING C-205
SE
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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.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC
STANDARD PLANS AND SPECIFICATIONS.
10.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S
RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
11.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.
12.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL
GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
13.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES.
14.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
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x
x
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x
x
x
x
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FF=4875.50
FF=4877.00
48
7
2
4872
48
7
3
48
7
3
48
7
0
4
8
7
1
4872
4873
4873
48
7
5 487
4
487
3 48
7
3
487
4
48
7
3
487
3
487
4
48
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4
48
7
3
487
3
4
8
7
3
487
4
48
7
4
48
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3
48
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SD
SD
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S
D
S
D
S
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SD
SD
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
INSTALL SDCB #304
TOG=4873.20
FL(OUT-NE)=4870.00
INSTALL 12" CLASS III RCP-SD
74.48 L.F. @ 0.50% SLOPE
INSTALL SDCB #305
TOG=4873.41
FL(IN-NE)=4869.63
FL(OUT-SE)=4869.63
FL(IN-SW)=4869.63
INSTALL 12" CLASS III RCP-SD
81.41 L.F. @ 0.50% SLOPE
INSTALL SDCB #306
TOG=4873.41
FL(OUT-SW)=4870.03
INSTALL 12" CLASS III RCP-SD
22.62 L.F. @ 0.50% SLOPE
INSTALL SDCB #329
TOG=4874.15
FL(OUT-SE)=4869.61
INSTALL SDCB #307
TOG=4873.33
FL(OUT-NE)=4870.00
INSTALL SDCB #342
TOG=4873.96
FL(OUT-S)=-0.51
INSTALL SDCB #343
TOG=4874.36
FL(IN-N)=4873.24
FL(OUT-SE)=4873.24
INSTALL SDCB #338
TOG=4874.71
FL(IN-NE)=4871.30
FL(OUT-SE)=4871.30
INSTALL SDCB #308
TOG=4873.55
FL(OUT-SE)=4869.36
FL(IN-SW)=4869.36
INSTALL 12" HP STORM SD
222.70 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
166.33 L.F. @ 2.40% SLOPE
8
INSTALL SDCB #332
TOG=4873.57
FL(OUT-SE)=4872.46
IN
S
T
A
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1
2
"
H
P
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S
D
1
6
9
.
9
5
L
.
F
.
@
0
.
5
0
%
S
L
O
P
E
INSTALL SDCB #331
TOG=4873.12
FL(IN-NE)=4867.90
FL(IN-NW)=4871.61
FL(OUT-E)=4867.90
INSTALL 24" HP STORM SD
176.37 L.F. @ 0.50% SLOPE
INSTALL SDCB #330
TOG=4874.17
FL(IN-NW)=4868.78
FL(OUT-SW)=4868.78
FL(IN-NE)=4868.78
INSTALL 12" HP STORM SD
29.73 L.F. @ 16392.21% SLOPE INSTALL 12" CLASS III RCP-SD
17.62 L.F. @ 0.50% SLOPE
INSTALL 4' SDMH #359
RIM=4874.30
FL(IN-NW)=4869.27
FL(OUT-NE)=4867.48
INSTALL 12" CLASS III RCP-SD
128.63 L.F. @ 0.50% SLOPE
8
INSTALL 4' SDMH #360
RIM=4874.14
FL(IN-NW)=4869.51
FL(OUT-NE)=4866.95
4874
48
7
4
INSTALL 24" HP STORM SD
173.72 L.F. @ 0.50% SLOPE INSTALL 18" HP STORM SD
41.01 L.F. @ 0.50% SLOPE
INSTALL 12" HP STORM SD
152.01 L.F. @ 0.50% SLOPE
0.5
%
1.1
%
0.5
%
0.1
%
7
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:
HP STORM - STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
RCP CLIII STORM DRAIN LINE OR APPROVED EQUAL. INSTALLATION AND TRENCHING PER
REXBURG STANDARDS. LENGTH AND SLOPE PER PLAN.
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601 AND SPECIFICATIONS.
COMBINATION INLET/CLEANOUT BOX PER APWA STANDARD PLAN NO. 316 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 WITH SLOTTED
COVER AND 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.
DAYLIGHT TO EXISTING GROUND WITH MAXIMUM 3:1 SLOPE.
1
2
3
4
5
6
7
8
9
C-207
GRADING AND
DRAINAGE PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
PRELIM MASTER PLAN SUBMITTAL
S5'
KEYMAP
NOT TO SCALE
C-202
C-201
C-203
C-205
C-204
C-206
C-
2
0
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
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X
B
U
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,
I
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H
O
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-203 SEE DRAWING C-202
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.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC
STANDARD PLANS AND SPECIFICATIONS.
10.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S
RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
11.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.
12.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL
GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
13.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING
CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES.
14.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES,
AND SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
S
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9
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NORTH 2645.98'SOUTH 2645.98'EAST 2645.98'WEST 2645.98'
LOT 324
LOT 323
LOT 317 LOT 314LOT 318
LOT 304
LOT 320
LOT 315LOT 319
LOT 305
LOT 327 LOT 326 LOT 325
LOT 303
LOT 310
LOT 302LOT 301 LOT 307
LOT 308
LOT 309
LOT 316
LOT 312LOT 321 LOT 322
LOT 311
LOT 306
LOT 313
S
S
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S
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S
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INSTALL 4' SSMH #116
INSTALL 4' SSMH #115
INSTALL 4' SSMH #114
INSTALL 5' SSMH #113
INSTALL 5' SSMH #112
INSTALL 5' SSMH #128
INSTALL 4' SSMH #129
INSTALL 4' SSMH #130
INSTALL 4' SSMH #131
INSTALL 4' SSMH #132
INSTALL 5' SSMH #133
INSTALL 4' SSMH #135
INSTALL 4' SSMH #139
INSTALL 4' SSMH #138
INSTALL 5' SSMH #136
EXIST. SSMH #105EX
INSTALL 4' SSMH #137
INSTALL 5' SSMH #140 EXIST. SSMH #106EX INSTALL 5' SSMH #144 INSTALL 5' SSMH #151
INSTALL 4' SSMH #154
INSTALL 4' SSMH #152
INSTALL 4' SSMH #153
INSTALL 4' SSMH #145
INSTALL 4' SSMH #143 INSTALL 4' SSMH #150
INSTALL 4' SSMH #127
INSTALL 4' SSMH #126
INSTALL 5' SSMH #147
INSTALL 4' SSMH #148
INSTALL 5' SSMH #149
INSTALL 4' SSMH #123
INSTALL 5' SSMH #122INSTALL 5' SSMH #117
INSTALL 4' SSMH #146 INSTALL 4' SSMH #125
INSTALL 5' SSMH #118
INSTALL 4' SSMH #119
INSTALL 4' SSMH #120
INSTALL 4' SSMH #121
INSTALL 4' SSMH #111
INSTALL 4' SSMH #109
INSTALL 4' SSMH #108
INSTALL 5' SSMH #107
EXIST. SSMH #100EX
EXIST. SSMH #104EX
INSTALL 4' SSMH #142INSTALL 4' SSMH #141
INSTALL 4' SSMH #134
EXIST. SSMH #103EX
8" SAN. SWR.
8"
S
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.
8" SAN. SWR.
8"
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.
8" SAN. SWR.8" SAN. SWR.
8"
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8" SAN. SWR.8" SAN. SWR.8" SAN. SWR.
8"
S
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8" SAN. SWR.
8" SAN. S
W
R
.
8" SAN. SWR.
8" SAN. SWR.
8"
S
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8" SAN. SWR.
8"
S
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N
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10" SAN. SWR.
10" SAN. SWR.10" SAN. SWR.
8"
S
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8" SAN. SWR.
8"
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8" SAN. SWR.
8" SAN. SWR.
8"
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.
8" SAN. SWR.8" SAN. SWR.
8"
S
A
N
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S
W
R
.
INSTALL 4' SSMH #110
8"
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2
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12"
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EX
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2
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8"
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8"
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8"
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8" S
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R
.
8" SAN. SW
R
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8"
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.
8"
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W
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12"
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12"
S
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N
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S
W
R
.
12" SAN. SWR
.
12" SAN. SWR.
8"
S
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EX
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2
"
S
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D
D
D
D
D
D
8" SAN. SWR.
INSTALL 4' SSMH #124
D
D
D
D
D
D
DD
D
D
D
D
SD
SD
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SD
SD
SD
S
D
SD SD SD
SD
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D
SDSD
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D
D
D
D
D
C-300
OVERALL UTILITY
PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.100
100 50 100 200
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
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M
S
P
U
D
N
Y
E
L
L
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RE
X
B
U
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G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
x
x
x
x
x
x
x
x
x
x
x
x
x
w
w
w
w
w
w
w
w
w
SDSDSD
SD
SD
SD
SD
SD
G
G
G
G
G
W W W W W W W W W W
WV
W
W
W
W
WVWV
W
W
W
W W W W W W W W
W
W
W
WWWW
WV
W
V
WV
G G
GV
H Y
D
WV
WV
BARQUS LLC LOREN L
STEGELMEIER
FAMILY
AMY
MCDOUGALL
AMY
MCDOUGALL
BARQUS LLC
THOMAS H GOE
FF=4875.90
FF=4876.60
FF=4876.90
BUILDING 1
TYPE-A (30 UNITS)
BUILDING 2
TYPE-A (30 UNITS)BUILDING 3
TYPE-B (20 UNITS)
W
W
W
V
WV
WV
WV
W
V
W
V
H
Y
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HY D
G
G
GGGGGGGGGG
G
G
OL
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1
9
1
STEGELMEIER LN.
UN
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ss
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ss
ss
ssssssssssssss ssssssssssss
S
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S
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SS SS SS SS
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9
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0
.
2
4
%
S
L
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EXIST. SSMH #104EX
RIM=4875.04
FL(OUT-SW)=4862.72
FL(IN-E)=4862.72
EXIST. 8" SAN SWR
369.01 L.F. @ 0.68% SLOPE
EXIST. SSMH #105EX
RIM=4875.74
FL(IN-E)=4865.24
FL(OUT-W)=4865.24
FL(IN-S)=4865.74
EXIST. 8" SAN SWR
309.21 L.F. @ 0.36% SLOPE
INSTALL 5' SSMH #140
RIM=4874.94
FL(IN-E)=4866.37
FL(OUT-W)=4866.37
FL(IN-S)=4866.87
INSTALL 8" SDR-35 PVC-SAN SWR
91.20 L.F. @ 0.40% SLOPE
INSTALL 5' SSMH #136
RIM=4874.10
FL(IN-E)=4866.15
FL(OUT-N)=4866.10
FL(IN-W)=4866.15
INSTALL 8" SDR-35 PVC-SAN SWR
207.73 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
125.47 L.F. @ 0.40% SLOPE
INSTALL 4' SSMH #137
RIM=4875.07
FL(OUT-E)=4866.99
INSTALL 4' SSMH #138
RIM=4874.32
FL(IN-S)=4866.71
FL(OUT-W)=4866.66
IN
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EXIST. FIRE HYDRANT
D
7
INSTALL 10" CLASS 50 DI WATER LINEINSTALL 8" CLASS 50 DI WATER LINE
IN
S
T
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L
L
8
"
C
L
A
S
S
5
0
D
I
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7
INSTALL 10" CLASS 50 DI
WATER LINE
INSTALL 10" CLASS 50 DI WATER LINEINSTALL 10" CLASS 50 DI WATER LINE
12
12
IN
S
T
A
L
L
8
"
C
L
A
S
S
5
0
D
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2
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12
INSTALL 10" CLASS 50 DI
WATER LINE
12
12
D
D
SDSDSDSD
SD
SD
D
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:
SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS AT MAXIMUM 100-FOOT
SPACING. INSTALLATION AND TRENCHING PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS. LENGTH AND SLOPE PER PLAN.
SANITARY SEWER CLEANOUT PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
ABANDON EXISTING SANITARY SEWER LATERAL IN PLACE PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
20' WIDE SANITARY SEWER EASEMENT.
4" CULINARY WATER METER AND CONCRETE VAULT PER PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
COMBINATION AIR VACUUM VALVE ASSEMBLY PER REXBURG STANDARDS.
15' WIDE WATER LINE EASEMENT.
POINT OF CONNECTION FOR IRRIGATION CONTRACTOR.
SEE MECHANICAL PLANS FOR CONTINUATION.
INSTALL GAS LINE PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS AND PER
REXBURG STANDARDS.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE CONNECTION.
7
8
9
10
11
12
1
2
3
4
5
6
13
C-301
UTILITY PLAN
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-302 SEE DRAWING C-302
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
S5'
KEYMAP
NOT TO SCALE
C-302
C-301
C-303
C-305
C-304
C-306
C-
3
0
7
SE
E
D
R
A
W
I
N
G
C
-
3
0
4
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
Y
E
L
L
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W
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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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
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.
GENERAL NOTES
SD
SD
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SD
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SD
SD
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x
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W
W W W W W W W
W
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WV
FF=4875.10
FF=4874.90
FF=4875.30
FF=4875.80
FF=4875.80
FF=4876.35
FF=4876.60
FF=4876.50
FF=4875.40
FF=4876.90
FF=4875.90
FF=4877.00
HA
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CLUBHOUSE
POOL &
HOT TUB
BUILDING 2
TYPE-A (30 UNITS)
BUILDING 9
TYPE-A (30 UNITS)
BUILDING 10
TYPE-A (30 UNITS)
BUILDING 11
TYPE-A (30 UNITS)BUILDING 4
TYPE-B (20 UNITS)
BUILDING 8
TYPE-A (30 UNITS)
BUILDING 7
TYPE-A (30 UNITS)
BUILDING 6
TYPE-A (30 UNITS)
BUILDING 5
TYPE-B (20 UNITS)
BUILDING 3
TYPE-B (20 UNITS)
RETENTION AREA
WV
WV
WV
WV
WV WV
WV
WV
WV
WV
WV
WV
W
V
W
V
H
Y
D
H
Y D
H
Y D
H
Y
D
H
Y
D
H Y
D
H Y
D
G
G
G
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G
G
G
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G
G
G
G
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G
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G
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G
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GG
G
G
G
G
G
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G
G
G
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G
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G
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G
G
G
G G
W
V
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WV
H Y
D
WV
H
Y
D
HY D
H
Y D
WV
WV
H
Y D
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WV
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WV
OL
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1
9
1
52,206 sq.ft.
1.198 acres
OPEN SPACE
UN
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S
S
ss
ss
ss
ss
ss
ss
ss
SSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
SS
S
S
S
S
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S
SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
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SS
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S
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S
S
INSTALL 5' SSMH #113
RIM=4875.34
FL(IN-SE)=4862.02
FL(OUT-NW)=4861.97
FL(IN-NE)=4862.82
INSTALL 4' SSMH #114
RIM=4874.99
FL(IN-SE)=4862.56
FL(OUT-NW)=4862.51
INSTALL 4' SSMH #141
RIM=4874.94
FL(OUT-N)=4868.24
FL(IN-E)=4868.29
INSTALL 4' SSMH #129
RIM=4874.90
FL(OUT-SW)=4864.64
INSTALL 4' SSMH #130
RIM=4874.90
FL(OUT-NW)=4864.58
FL(IN-SE)=4864.63
INSTALL 4' SSMH #115
RIM=4874.64
FL(IN-E)=4863.17
FL(OUT-NW)=4863.12
INSTALL 4' SSMH #139
RIM=4874.51
FL(OUT-N)=4867.45
INSTALL 4' SSMH #116
RIM=4874.23
FL(IN-E)=4863.82
FL(OUT-W)=4863.77
INSTALL 4' SSMH #146
RIM=4873.80
FL(OUT-S)=4866.45
FL(IN-E)=4866.50
INSTALL 5' SSMH #117
RIM=4874.08
FL(IN-E)=4865.11
FL(OUT-W)=4864.31
FL(IN-S)=4865.11
FL(IN-N)=4865.11
INSTALL 5' SSMH #128
RIM=4874.07
FL(IN-NE)=4863.68
FL(IN-SE)=4863.68
FL(OUT-SW)=4863.63
EXIST. SSMH #103EX
RIM=4874.02
FL(IN-NE)=4861.74
FL(OUT-SW)=4861.74
INSTALL 4' SSMH #134
RIM=4873.87
FL(OUT-N)=4867.09
INSTALL 4' SSMH #132
RIM=4873.84
FL(IN-E)=4866.17
FL(OUT-W)=4866.12
INSTALL 4' SSMH #135
RIM=4873.78
FL(OUT-S)=4867.38
INSTALL 4' SSMH #131
RIM=4873.68
FL(IN-E)=4865.49
FL(OUT-NW)=4865.44
INSTALL 5' SSMH #133
RIM=4873.16
FL(IN-N)=4866.62
FL(OUT-W)=4866.57
FL(IN-S)=4866.62
EX
I
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40
2
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9
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S
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316
.
7
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8
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P
E
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
274.03 L.F. @
0
.
2
2
%
S
L
O
P
E
INS
T
A
L
L
1
2
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
254.
2
8
L
.
F
.
@
0
.
2
2
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
22
4
.
0
8
L
.
F
.
@
0
.
2
2
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
341.81 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
245.71 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
18
4
.
8
1
L
.
F
.
@
0
.
4
1
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
99.79 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
158.70 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
11
8
.
4
6
L
.
F
.
@
0
.
3
9
%
S
L
O
P
E
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
241
.
3
3
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
22
7
.
1
4
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INS
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
201.
0
1
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
IN
S
T
A
L
L
1
2
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
13
8
.
7
6
L
.
F
.
@
0
.
2
2
%
S
L
O
P
E
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
201
.
5
0
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
171.15 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
33
3
.
9
8
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
D
D
D
D
D
D
7
INSTALL 10" CLASS 50 DI
WATER LINE
INSTALL 10" CLASS 50 DI
WATER LINE
INSTALL 10" CLASS 50 DI
WATER LINE
INSTALL 8" CLASS 50 DI
WATER LINE
12
12
INSTALL 10" CLASS 50 DI
WATER LINE
12
12
7
7
INSTALL 8" CLASS 50 DI
WATER LINE 12
12
12
12
12
7
7
7
INS
T
A
L
L
8
"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
INSTALL 8"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
7
INSTALL 12" CLASS 50 DI
WATER LINE
INSTALL 12" CLASS 50 DI
WATER LINE
INSTALL 12" CLASS 50 DI
WATER LINE
INSTALL 12" CLASS 50 DI
WATER LINE
RELOCATE EXIST FIRE
HYDRANT
EX
I
S
T
1
2
"
W
A
T
E
R
L
I
N
E
EX
I
S
T
1
2
"
W
A
T
E
R
L
I
N
E
7
12
12
7
INSTALL 10" CLASS 50 DI
WATER LINE
INSTALL 12" CLASS 50 DI
WATER LINE
IN
S
T
A
L
L
8
"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
12
12
IN
S
T
A
L
L
8
"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
INSTALL 8" CLASS 50 DI
WATER LINE
IN
S
T
A
L
L
8
"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
12
7
D
D
SD
SD
SD
SD
S
D
S
D
S
D
SD
SD
SD
SD
SD
12
D
D
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:
SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS AT MAXIMUM 100-FOOT
SPACING. INSTALLATION AND TRENCHING PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS. LENGTH AND SLOPE PER PLAN.
SANITARY SEWER CLEANOUT PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
ABANDON EXISTING SANITARY SEWER LATERAL IN PLACE PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
20' WIDE SANITARY SEWER EASEMENT.
4" CULINARY WATER METER AND CONCRETE VAULT PER PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
COMBINATION AIR VACUUM VALVE ASSEMBLY PER REXBURG STANDARDS.
15' WIDE WATER LINE EASEMENT.
POINT OF CONNECTION FOR IRRIGATION CONTRACTOR.
SEE MECHANICAL PLANS FOR CONTINUATION.
INSTALL GAS LINE PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS AND PER
REXBURG STANDARDS.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE CONNECTION.
7
8
9
10
11
12
1
2
3
4
5
6
13
C-302
UTILITY PLAN
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-303 SEE DRAWING C-303
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
S5'
KEYMAP
NOT TO SCALE
C-302
C-301
C-303
C-305
C-304
C-306
C-
3
0
7
SE
E
D
R
A
W
I
N
G
C
-
3
0
5
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-301 SEE DRAWING C-301
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
5
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.
GENERAL NOTES
S
D
SD
D
D
SDSDSD
D
D
D
SD SD
S
D
S
D
S
D
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
S
D
SD
SD
S
D
S
D
S
D
S
D
S
D
SD
SD
SD SD
SD
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
R & S PETERSON COMMERCIAL PROPERTIES, LLC
FF=4874.70
FF=4874.70
FF=4875.05
FF=4875.50
HA
R
V
E
S
T
R
O
A
D
RETENTION AREA
WV
WV
WV
WV
WV
WV
W
V
W
V
W
V
W
V
H
Y
D
G
G
WV
W
V
H
Y
D
W
W
W
W
W
WVWVWV
H
Y
D
W
V
H
Y
D
WV
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SSSSSSSSSSSS
INSTALL 4' SSMH #109
RIM=4874.13
FL(IN-E)=4863.22
FL(OUT-NW)=4863.17
INSTALL 5' SSMH #118
RIM=4872.71
FL(IN-S)=4865.84
FL(OUT-N)=4865.79
FL(IN-E)=4865.84
INSTALL 4' SSMH #120
RIM=4872.19
FL(IN-E)=4867.00
FL(OUT-N)=4866.95
INSTALL 4' SSMH #110
RIM=4873.51
FL(IN-E)=4864.57
FL(OUT-W)=4864.52
INSTALL 4' SSMH #108
RIM=4873.43
FL(IN-SE)=4862.29
FL(OUT-NW)=4862.24
INSTALL 8" SDR-35 PVC-SAN SWR
460.45 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
27
7
.
1
9
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
17
1
.
1
5
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
594.21 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
22
1
.
3
6
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
313.76 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
325.49 L.F. @ 0.40% SLOPE
12
7
INSTALL 10" CLASS 50 DI
WATER LINE
INSTALL 10" CLASS 50 DI
WATER LINE
INSTALL 10" CLASS 50 DI WATER LINE
7
INSTALL 10" CLASS 50 DI WATER LINE
IN
S
T
A
L
L
1
0
"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
7
IN
S
T
A
L
L
8
"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
7
IN
S
T
A
L
L
1
0
"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
12
12
INSTALL 10" CLASS 50 DI
WATER LINE
INSTALL 10" CLASS 50 DI
WATER LINE
SSSSSSSSSSSSS
13
D
D
D
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:
SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS AT MAXIMUM 100-FOOT
SPACING. INSTALLATION AND TRENCHING PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS. LENGTH AND SLOPE PER PLAN.
SANITARY SEWER CLEANOUT PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
ABANDON EXISTING SANITARY SEWER LATERAL IN PLACE PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
20' WIDE SANITARY SEWER EASEMENT.
4" CULINARY WATER METER AND CONCRETE VAULT PER PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
COMBINATION AIR VACUUM VALVE ASSEMBLY PER REXBURG STANDARDS.
15' WIDE WATER LINE EASEMENT.
POINT OF CONNECTION FOR IRRIGATION CONTRACTOR.
SEE MECHANICAL PLANS FOR CONTINUATION.
INSTALL GAS LINE PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS AND PER
REXBURG STANDARDS.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE CONNECTION.
7
8
9
10
11
12
1
2
3
4
5
6
13
C-303
UTILITY PLAN
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
S5'
KEYMAP
NOT TO SCALE
C-302
C-301
C-303
C-305
C-304
C-306
C-
3
0
7
SE
E
D
R
A
W
I
N
G
C
-
3
0
6
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-302 SEE DRAWING C-302
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
6
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.
GENERAL NOTES
W W W W W W W W W W W W W
WV
W
W
W
W
WVWV
W
W
W
W
G G G G G G G G G G G G G G G
G
G
G
G
BARQUS LLC
WV
WV
WV WV
WV
W
V
W
V
H Y D
H
Y
D
H
Y
D
G
LOREN L STEGELMEIER FAMILY
BARQUS LLC
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
STEGELMEIER LN.S
S
S
S
S
S
S
S
S
S
SSSSSSSSSSSS
EXIST. SSMH #106EX
RIM=4875.69
FL(OUT-W)=4866.56
FL(IN-E)=4866.61
INSTALL 5' SSMH #144
RIM=4874.47
FL(OUT-W)=4867.96
FL(IN-S)=4868.01
FL(IN-E)=4868.01
EXIST. 8" SAN SWR
52.74 L.F. @ 0.36% SLOPE
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
31
4
.
4
0
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
337.93 L.F. @ 0.40% SLOPE
D
S
D
S
D
S
D
S
S
S
S
SSSSSSSSSSSSSS
SSSSSS
S
S
S
S
INSTALL 5' SSMH #151
RIM=4875.42
FL(IN-E)=4868.69
FL(OUT-W)=4868.64
FL(IN-S)=4868.69
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
13
0
.
2
5
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 4' SSMH #152
RIM=4876.67
FL(IN-E)=4869.27
FL(OUT-N)=4869.22
INSTALL 8" SDR-35 PVC-SAN SWR
178.50 L.F. @ 0.40% SLOPE
INSTALL 4' SSMH #153
RIM=4877.87
FL(OUT-W)=4869.98
INSTALL 8" SDR-35 PVC-SAN SWR
209.87 L.F. @ 0.40% SLOPE
INSTALL 4' SSMH #154
RIM=4876.68
FL(OUT-W)=4869.53
INSTALL 8" SDR-35 PVC-SAN SWR
158.09 L.F. @ 0.40% SLOPE
7 7
INSTALL 10" CLASS 50 DI WATER LINEINSTALL 10" CLASS 50 DI WATER LINE
IN
S
T
A
L
L
8
"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
1212
12
12
2031
2030
20402039203820372036 2041 2042
2046 2045 2044 204320482047
2049
2001
2005
2002
2014 2015 20172016
2019
2023
2018
2003
2007
2006
2004
2020
2021
2022
2024
2032
2034
2033
2035
2029
FF=4876.75
FF=4876.83 FF=4876.93 FF=4877.30 FF=4878.24
FF=4878.24
D
SD
13
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:
SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS AT MAXIMUM 100-FOOT
SPACING. INSTALLATION AND TRENCHING PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS. LENGTH AND SLOPE PER PLAN.
SANITARY SEWER CLEANOUT PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
ABANDON EXISTING SANITARY SEWER LATERAL IN PLACE PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
20' WIDE SANITARY SEWER EASEMENT.
4" CULINARY WATER METER AND CONCRETE VAULT PER PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
COMBINATION AIR VACUUM VALVE ASSEMBLY PER REXBURG STANDARDS.
15' WIDE WATER LINE EASEMENT.
POINT OF CONNECTION FOR IRRIGATION CONTRACTOR.
SEE MECHANICAL PLANS FOR CONTINUATION.
INSTALL GAS LINE PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS AND PER
REXBURG STANDARDS.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE CONNECTION.
7
8
9
10
11
12
1
2
3
4
5
6
13
C-304
UTILITY PLAN
GWO
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-305 SEE DRAWING C-305
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
PRELIMINARY PUD SUBMITTAL
S5'
KEYMAP
NOT TO SCALE
C-302
C-301
C-303
C-305
C-304
C-306
C-
3
0
7
SE
E
D
R
A
W
I
N
G
C
-
3
0
1
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
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REXBURG DEVELOPMENT
160 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
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 STANDARDS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR APWA
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.
GENERAL NOTES
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
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
WWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
G
G
W
W
WV WV
WV
WV
FF=4876.64
FF=4875.88
FF=4876.45
FF=4876.80
FF=4876.65
FF=4876.65
FF=4877.57
FF=4876.25
FF=4877.92
FF=4877.57
FF=4878.85
FF=4877.30
FF=4876.09
FF=4878.85
FF=4876.93FF=4876.75
ASPEN STREET
PINE STREET
BI
R
C
H
L
O
O
P
FI
R
S
T
R
E
E
T
THOMSON FARMS ROAD
RETENTION AREA
W
WV
WV
WV WV
WV
WV
WV
WV
WV WV
WV
WV
WV
H Y
D
H Y
D
HY D HY D
GGGGGGGGG
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
(P
U
B
L
I
C
S
T
R
E
E
T
)
49,608 sq.ft.
1.139 acres
OPEN SPACE
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
DDD
D
D
D
D
D
D
D
S
D
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SDSD
SD
SD
SD
SD
SD
SD
S
S
S
S
S
S
S
S
S
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSS
SSSSSSSS
S
S
S
S
S
S
S
S
S
S
SSSSSSSS
S
S
S
S
SS
SS
SSSSSSSS
S
S
S
S
S
S
S
S
SSSS
S
S
S
S
SSSSSSSS
INSTALL 4' SSMH #148
RIM=4878.47
FL(OUT-W)=4868.70
INSTALL 5' SSMH #147
RIM=4877.31
FL(IN-N)=4867.80
FL(OUT-S)=4867.75
FL(IN-E)=4867.80
INSTALL 4' SSMH #123
RIM=4876.23
FL(OUT-W)=4867.33
INSTALL 4' SSMH #150
RIM=4876.14
FL(OUT-W)=4870.72
INSTALL 5' SSMH #149
RIM=4875.90
FL(IN-E)=4866.62
FL(OUT-W)=4866.57
FL(IN-N)=4867.24
INSTALL 4' SSMH #126
RIM=4875.63
FL(IN-E)=4868.74
FL(OUT-S)=4868.69
INSTALL 4' SSMH #142
RIM=4875.32
FL(OUT-W)=4869.27
INSTALL 4' SSMH #145
RIM=4875.28
FL(OUT-N)=4869.27
FL(IN-E)=4869.32
INSTALL 5' SSMH #122
RIM=4875.22
FL(IN-E)=4866.25
FL(OUT-W)=4866.20
FL(IN-N)=4866.87
INSTALL 4' SSMH #143
RIM=4875.04
FL(OUT-W)=4869.78
FL(IN-E)=4869.83
INSTALL 4' SSMH #124
RIM=4874.61
FL(OUT-S)=4867.95
INSTALL 4' SSMH #125
RIM=4874.18
FL(OUT-W)=4867.48
INSTALL 4' SSMH #127
RIM=4873.16
FL(OUT-W)=4869.63
INSTALL 10" SDR-35 PVC-SAN SWR
255.68 L.F. @ 0.28% SLOPEINSTALL 10" SDR-35 PVC-SAN SWR
390.32 L.F. @ 0.28% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
245.71 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
223.54 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
27
1
.
4
6
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
245.73 L.F. @ 0.40% SLOPE
INSTALL
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
116.04 L.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
221.82 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
22
1
.
5
7
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 10" SDR-35 PVC-SAN SWR
112.60 L.F. @ 0.28% SLOPE
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
12
9
.
0
7
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
223.90 L.F. @ 0.40% SLOPE
DD
SD
S
D
SD
SD
SD SD
S
D
S
D
S
D
S
D
12
12
12
12
12
12
12 12
12
7
7INSTALL 12" CLASS 50 DI WATER LINE INSTALL 12" CLASS 50 DI WATER LINE
INSTALL 8" CLASS 50 DI WATER LINE
INSTALL 8" CLASS 50 DI WATER LINE
INSTALL 8" CLASS 50 DI WATER LINE
INSTALL 8" CLASS 50 DI WATER LINE
INSTALL 8" CLASS 50 DI WATER LINE
INSTALL 8" CLASS 50 DI WATER LINE
13
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:
SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS AT MAXIMUM 100-FOOT
SPACING. INSTALLATION AND TRENCHING PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS. LENGTH AND SLOPE PER PLAN.
SANITARY SEWER CLEANOUT PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
ABANDON EXISTING SANITARY SEWER LATERAL IN PLACE PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
20' WIDE SANITARY SEWER EASEMENT.
4" CULINARY WATER METER AND CONCRETE VAULT PER PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
COMBINATION AIR VACUUM VALVE ASSEMBLY PER REXBURG STANDARDS.
15' WIDE WATER LINE EASEMENT.
POINT OF CONNECTION FOR IRRIGATION CONTRACTOR.
SEE MECHANICAL PLANS FOR CONTINUATION.
INSTALL GAS LINE PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS AND PER
REXBURG STANDARDS.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE CONNECTION.
7
8
9
10
11
12
1
2
3
4
5
6
13
C-305
UTILITY PLAN
BCA
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
SEE DRAWING C-306 SEE DRAWING C-306
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
FOR REVIEW
S5'
KEYMAP
NOT TO SCALE
C-302
C-301
C-303
C-305
C-304
C-306
C-
3
0
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-304 SEE DRAWING C-304
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
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.
GENERAL NOTES
x
x
x
x
x
x
x
x
x
x
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
W
W
WWWWWWWWW
WWWWWWWWWWW
R & S PETERSON COMMERCIAL PROPERTIES, LLC
RIT
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WHEATGRASS ROAD
BARLEY ROAD
MA
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WV
WV
WV
WV
WV
WV
WV
WV
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G
G
GGGGGGGGG BA
S
I
S
O
F
B
E
A
R
I
N
G
S
0
°
0
8
'
0
8
"
E
2
6
4
5
.
9
8
'
NORTH 2645.98'SOUTH 2645.98'EAST 2645.98'WEST 2645.98'
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
1
0
'
P
U
E
LOT 319
LOT 305
LOT 327 LOT 326 LOT 325
LOT 303
LOT 310
LOT 302LOT 301
LOT 307
LOT 308
LOT 309
LOT 316
LOT 312
LOT 321 LOT 322
LOT 311
LOT 306
LOT 313
LOT 324
LOT 317
LOT 314
LOT 318
LOT 304
LOT 320
LOT 315
LOT 323
D
D
S
D
S
SSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSS
INSTALL 4' SSMH #119
RIM=4875.19
FL(OUT-W)=4868.22
INSTALL 4' SSMH #121
RIM=4873.80
FL(OUT-W)=4868.85
INSTALL 8" SDR-35 PVC-SAN SWR
460.45 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
594.21 L.F. @ 0.40% SLOPE
7
7
7
7
INSTALL 8" CLASS 50 DI WATER LINE
INSTALL 8" CLASS 50 DI WATER LINE
INSTALL 8" CLASS 50 DI WATER LINEINSTALL 8" CLASS 50 DI WATER LINE
INSTALL 8" CLASS 50 DI 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:
SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS AT MAXIMUM 100-FOOT
SPACING. INSTALLATION AND TRENCHING PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS. LENGTH AND SLOPE PER PLAN.
SANITARY SEWER CLEANOUT PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
ABANDON EXISTING SANITARY SEWER LATERAL IN PLACE PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
20' WIDE SANITARY SEWER EASEMENT.
4" CULINARY WATER METER AND CONCRETE VAULT PER PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
COMBINATION AIR VACUUM VALVE ASSEMBLY PER REXBURG STANDARDS.
15' WIDE WATER LINE EASEMENT.
POINT OF CONNECTION FOR IRRIGATION CONTRACTOR.
SEE MECHANICAL PLANS FOR CONTINUATION.
INSTALL GAS LINE PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS AND PER
REXBURG STANDARDS.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE CONNECTION.
7
8
9
10
11
12
1
2
3
4
5
6
13
C-306
UTILITY PLAN
BCA
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
PRELIM MASTER PLAN SUBMITTAL
S5'
KEYMAP
NOT TO SCALE
C-302
C-301
C-303
C-305
C-304
C-306
C-
3
0
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-304 SEE DRAWING C-304
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
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 STANDARDS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR APWA
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.
GENERAL NOTES
12
12
12
12
EXIST. TELEPHONE BOX
EXIST. TELEPHONE BOX
EXIST. TELEPHONE BOX
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
o
h
p
oh
p
oh
p
oh
p
oh
p
oh
p
oh
p
ohp
oh
p
oh
p
oh
p
ohp
oh
p
ohp
ohp
oh
p
ohp
ohp
oh
p
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
P
A
R
A
D
I
S
E
N
U
R
S
E
R
Y
A
N
D
P
O
N
D
,
L
L
C
H
Y D
H
Y D
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
UN
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
FF=4875.50
FF=4877.00
S
S
S
S
S
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
S
S
ss
S
S
S
S
S
S
S
S
S
S
S
S
EXIST. SSMH #102EX
RIM=4874.11
FL(IN-NE)=4861.01
FL(OUT-SW)=4861.01
INSTALL 5' SSMH #112
RIM=4873.67
FL(IN-NE)=4861.16
FL(OUT-SW)=4861.16
FL(IN-SE)=4861.66
EXIST. SSMH #101EX
RIM=4873.37
FL(IN-NE)=4860.04
FL(OUT-SW)=4860.04
EXIST. SSMH #100EX
RIM=4872.82
FL(IN-NE)=4859.12
INSTALL 5' SSMH #107
RIM=4861.70
FL(IN-NE)=4860.18
FL(OUT-SW)=4860.18
FL(IN-SE)=4860.98
EXI
S
T
.
1
2
"
S
A
N
S
W
R
34
0
.
3
6
L
.
F
.
@
0
.
2
4
%
S
L
O
P
E
EXI
S
T
.
1
2
"
S
A
N
S
W
R
40
3
.
7
4
L
.
F
.
@
0
.
2
3
%
S
L
O
P
E
EXI
S
T
.
1
2
"
S
A
N
S
W
R
80.
6
5
L
.
F
.
@
0
.
1
8
%
S
L
O
P
E
INSTALL 12" SDR-35 PVC-SAN SWR
138.76 L.F. @ 0.22% SLOPE
EX
I
S
T
.
1
2
"
S
A
N
S
W
R
57.
5
9
L
.
F
.
@
0
.
2
4
%
S
L
O
P
E
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
313
.
7
6
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
EXI
S
T
.
1
2
"
W
A
T
E
R
L
I
N
E
EXI
S
T
.
1
2
"
W
A
T
E
R
L
I
N
E
RELOCATE EXIST
FIRE HYDRANT
IN
S
T
A
L
L
1
0
"
C
L
A
S
S
5
0
D
I
W
A
T
E
R
L
I
N
E
D
D
S
D
S
D
S
D
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
SD
SD
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
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:
SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS AT MAXIMUM 100-FOOT
SPACING. INSTALLATION AND TRENCHING PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS. LENGTH AND SLOPE PER PLAN.
SANITARY SEWER CLEANOUT PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
ABANDON EXISTING SANITARY SEWER LATERAL IN PLACE PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
20' WIDE SANITARY SEWER EASEMENT.
4" CULINARY WATER METER AND CONCRETE VAULT PER PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
COMBINATION AIR VACUUM VALVE ASSEMBLY PER REXBURG STANDARDS.
15' WIDE WATER LINE EASEMENT.
POINT OF CONNECTION FOR IRRIGATION CONTRACTOR.
SEE MECHANICAL PLANS FOR CONTINUATION.
INSTALL GAS LINE PER GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS AND PER
REXBURG STANDARDS.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE CONNECTION.
7
8
9
10
11
12
1
2
3
4
5
6
13
C-307
UTILITY PLAN
3/28/18
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.40
40 20 40 80
LOCATED IN THE SOUTH QUARTER
OF SECTION 17
TOWNSHIP 6 NORTH , RANGE 40 EAST
BOISE BASE AND MERIDIAN
NO.DATE REVISION BY
1
3
5
7
2
4
6
8
PRELIM MASTER PLAN SUBMITTAL
S5'
KEYMAP
NOT TO SCALE
C-302
C-301
C-303
C-305
C-304
C-306
C-
3
0
7
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
TOOELE
169 N. Main Street, Unit 1
Tooele, UT. 84074
Phone: 435.843.3590
SALT LAKE CITY
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
7835
TH
O
M
S
O
N
F
A
R
M
S
P
U
D
N
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 W CANYON ESTATE DR
ALPINE, UT 84004
PAUL BRINGHURST
(385) 321-1403
JKF
JKFBCA
3/28/18
DATE: 3/28/18
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
SEE DRAWING C-303 SEE DRAWING C-302
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 STANDARDS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG STANDARDS OR APWA
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.
GENERAL NOTES
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
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
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
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
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
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
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
SS
SS
SS
SS
SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
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SS
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SS
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SS
SS
SS
SS
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SS
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SS
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SS
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SS
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SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
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SS
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SS
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SS
SS
SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
SS
SS
SS
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SS
SS
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SS
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SS
SS
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SS
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SS
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SS
SS
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SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
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W W
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W W
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W W
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W W
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W W
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W W
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W W
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W W W
W
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W W W
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W
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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
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SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSD
SDSDSDSDSD
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
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
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
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
YE
L
L
O
W
S
T
O
N
E
H
W
Y
CL
U
B
H
O
U
S
E
PO
O
L
VILLAGE
SUITES PAVILION
TYPE A
TYPE A
TYPE ATYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TOT LOT
TYPE B
TYPE B
TYPE B
CLUBHOUSE
TOWNS
MONUMENT
SIGN
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
PP'G
PP'G
PP'G
PP'GPP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S PO'S
CA'B CA'B
CA'BCA'B
JH'B
JH'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
PO'S PO'S
RF'R
RF'R
RF'R
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PV'H
PV'H
PV'H
PV'H
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'FCA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
BT'CBT'C
BT'C
BT'CBT'C
BT'CBT'CBT'C
BT'C
BT'CBT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'D
PF'G PF'G
PF'GPF'G
MS'DMS'D
MS'DMS'DMS'D
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
JH'B
JH'B
JH'B
JH'B
H'LBH'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LBH'LB
H'LBH'LB
H'LB
H'LB
H'LB
H'LBH'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
RF'G
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'GRF'G
RF'GRF'G
RF'G
PN'APN'A
PN'APN'A
ZS'M ZS'M
ZS'MZS'M
M'S
M'S M'S
M'S
QR'F QR'F
QR'FQR'F
M'P
M'PM'P
M'P
ZS'M
ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'MZS'M
PG'P
PG'P
M'S
M'S
QR'F QR'F
PN'APN'AZS'M
ZS'M
ZS'MZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW CA'F CA'FCA'F CA'FCA'FCA'FCA'F R'NWR'NWR'NW
R'NW
R'NWR'NW
R'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'FCA'F
CA'FCA'F
CA'F CA'F
CA'FCA'FCA'FCA'F
MS'AMS'A
MS'A
MS'A
MS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'A
MS'AMS'AMS'AMS'AMS'A MS'A
MS'AMS'A
MS'A
MS'AMS'A SB'LSB'LSB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
RF'G
RF'G
RF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'G
SB'L
SB'L
SB'LSB'L
RF'GRF'GRF'GRF'G
RF'G
RF'GRF'GRF'GRF'GRF'G
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
CO
CO CO CO CO CO
CO
CO CO
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'AFA'A
FA'A
FA'A
FA'AFA'A
FA'AFA'A
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
CO
CO
COCO
CO
CO
COCO
COCO
CO
CO
FA'AFA'A
FA'A
FA'A
FA'AFA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A FA'A
FA'A
FA'A
FA'A FA'A
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PAPA
PN'APN'A
PN'APN'A
PN
PNPN
PN
PN
PN
PN
PN
PN
PNPN
PNPN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN'A PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'APN'A PN'APN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
SJ
SJ SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJSJ
SJ
SJ SJ
SJSJ
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
MS'A
MS'AMS'AMS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
SB'LSB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'L
SB'LSB'L
SB'LSB'LSB'L
MS'A
MS'A
MS'A
MS'A
MS'AMS'A
PN'A
PN'A
SB'L
SB'L
SB'L
SB'LSB'LSB'L
R'NW
R'NWR'NW R'NW
R'NW
R'NWCA'F
CA'F CA'F CA'FCA'F
CA'F
CA'F
CA'F
CA'F
MS'A MS'A
MS'A
MS'AMS'A
MS'A
MS'A MS'A
MS'A MS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'A
MS'A
MS'A
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
SJSJ
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E
AP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
SJ
SJ
SJSJ
ZS
ZS
ZS
ZS
SJ
ZS
ZS
ZS
ZS
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
PN
PN
PN
PN
PN
PN
PN
PNPN
PN
PNPNPNPN
PN
PNPN
PN
PN
PN
PN
PN
PN
PN PN PN PN PN PN PN PN PN PN
PN PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN ZS
ZS
ZS
ZS ZS ZS
PN
PN
PN
PN
CPCP CP CP CP
CP
CP
CP
CP CP CP CP CP CP CP CP
CP
CP
CP
CP CP
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
PN'A PN'A
PN'A
PN'A PN'A
PN'A
PN'A
PN'A
PN'A
ZS
ZS
ZS
ZS
FA'A
FA'A
FA'A
FA'A
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'PAT'P
AT'PAT'P
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
AT'P AT'P
AT'P AT'PAT'PAT'P
AT'PAT'P
PN'A
PN'A
PN'APN'APN'APN'APN'APN'A
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
MS'A MS'A
MS'AMS'A
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
BT'C BT'C
BT'C
BT'C
BT'C BT'C
BT'C BT'C
CA'F
CA'FCA'F
CA'F
CA'FCA'F
CA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'F
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'G
RF'GRF'G
RF'GRF'G
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'BJH'BJH'BJH'BJH'B
JH'B JH'B
JH'B JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'AMS'AMS'A
MS'A MS'A
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B CA'B CA'B
CA'B
CA'B
CA'B
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C BT'C
BT'C
BT'C
BT'C
BT'CBT'CBT'CBT'C
BT'C
BT'C BT'C BT'C BT'C BT'C
SB'LSB'L
SB'LSB'L
SB'LSB'L
SB'LSB'L
SB'L SB'L SB'L
SB'L
SB'LSB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'LSB'L
SB'L SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'LSB'LSB'LSB'L
SB'L SB'L
SB'L SB'L
SB'L SB'L
SB'LSB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L SB'L
SB'L
SB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L SB'L
SB'L
CS'K
CS'K
CS'K
CS'KCS'KCS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'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'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'KCS'K
CS'K CS'K
CS'KCS'KCS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'KCS'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'KCS'K
CS'K
CS'K CS'K
CS'K
CS'K
CS'K
SB'L
SB'L
CS'K CS'K CS'K
CS'KCS'K
CS'KCS'KCS'KCS'K
CS'KCS'K
CS'K CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
PV'H PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'HPV'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 PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
BT'C
CA'FCA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
CA'BCA'B CA'B
CA'B CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B CA'B
PG'P
PG'P
M'S
M'SZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'BJH'BJH'B
JH'BJH'BJH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'SZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'BJH'BJH'B
JH'BJH'BJH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
PN'A
PN'A
SB'LSB'LSB'L
SB'L
RF'G
RF'G
RF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'G
SB'L
SB'L
PN'A
PN'A
PN'A
PN'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
SB'L
SB'L
SB'L
SB'L
PN'A
PN'A
MS'AMS'AMS'A
MS'A
MS'AMS'A
PN'A
PN'A
MS'A
MS'AMS'A
MS'AMS'AMS'A
SB'L
SB'L
SB'L
SB'L
PN'A
PN'A
SB'LSB'L
SB'LSB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'L
SB'L
PN'A
PN'A
MS'AMS'A
MS'A
MS'AMS'A
MS'AMS'AMS'A
MS'A
MS'AMS'A
MS'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
QR'F QR'F
PN'A
PN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'F CA'F R'NWR'NW
R'NW
R'NW
R'NWR'NWR'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
CA'FCA'F
CA'F CA'F
QR'F
QR'F
PN'APN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'F CA'F R'NWR'NWR'NW
R'NW
R'NWR'NWR'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
QR'F QR'F
PN'APN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'FCA'F R'NWR'NWR'NW
R'NW
R'NWR'NWR'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
MS'A
MS'AMS'A
MS'A
MS'AMS'A
PN'APN'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
PN'APN'A MS'AMS'AMS'A
MS'A
MS'AMS'A
PN'APN'A
SB'LSB'L SB'LSB'L
PN'A
PN'A
MS'A
MS'AMS'A
MS'AMS'AMS'A
SB'L
SB'LSB'L
SB'LSB'LSB'L
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'H
PV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
R'NW
R'NWR'NW R'NW
R'NW
R'NWCA'F
CA'F CA'F CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
CA'FCA'FCA'F CA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NWR'NW
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'FCA'F CA'F CA'FCA'FBT'C BT'CBT'CPG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'GPV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
BT'C BT'CBT'C BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'FCA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'FCA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'L
RF'GRF'GRF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'GPN'A
PN'A
SB'LSB'LSB'L
SB'L
PN'A
PN'A PN'A
PN'A
SB'L
SB'L
SB'LSB'L
CA'FCA'FCA'F CA'F
CA'FCA'FCA'FCA'F
CA'FCA'FCA'F CA'F
CA'FCA'FCA'FCA'F CA'FCA'F
CA'F CA'F
CA'F
CA'F
CA'F
CA'F
CA'B CA'B
CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'FCA'F
CA'F CA'F
CA'F
BT'C
BT'C
BT'C
BT'C BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
H'LBH'LB
H'LB
H'LB
H'LB
H'LBH'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'PM'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
CA'B CA'B
CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'FCA'F
CA'F CA'F
CA'F
BT'CBT'C
BT'C
BT'C BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
H'LBH'LB
H'LB
H'LB
H'LB
H'LB H'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'PM'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
PP'G
PP'G
PP'G
PP'GPP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S PO'S
JH'B
JH'B
PO'S PO'S
RF'R
RF'R
RF'R
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PV'H
PV'H
PV'H
PV'H
CA'FCA'F
CA'F
CA'FCA'F
CA'F
BT'CBT'C
BT'C
BT'CBT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
MS'D
PF'G PF'G
PF'GPF'G
MS'DMS'D
MS'DMS'DMS'D
JH'B
JH'B
JH'B
JH'B
H'LBH'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LBH'LB
RF'G
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'GRF'G
RF'GRF'G
RF'G
ZS'M ZS'M
ZS'MZS'M
M'S
M'S M'S
M'S
QR'F QR'F
QR'FQR'F
PN'APN'A
PN'APN'A
PP'G PP'GPP'G PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'H
PV'H
PV'H
CA'F
CA'F CA'F
CA'F
CA'FCA'F
BT'C BT'C
CS'KCS'KCS'KCS'KCS'KCS'K
MS'D
PF'G
PF'GPF'G
PF'G
MS'D
MS'D
MS'D
MS'D
MS'D
JH'B
JH'BJH'B
JH'B
H'LB
H'LB
H'LB
H'LB
H'LB PF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
ZS'M
ZS'M
ZS'M
ZS'M
M'SM'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
BT'C
BT'C
CS'KCS'KCS'K
CS'KCS'KCS'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'LB
H'LBH'LB
H'LB
H'LB
PF'G
PF'G H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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
BT'C BT'C
PP'G
PP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
R'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
BT'C
BT'C
CS'KCS'K
CS'K
CS'KCS'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'LB
H'LB
H'LB
H'LB
H'LB
PF'G
PF'G H'LB
H'LBH'LB
H'LB
H'LB
RF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'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'KCS'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'LB
H'LBH'LB
H'LB
H'LB
PF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B JH'B
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'HPV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'FCA'F BT'C
BT'C
CS'KCS'KCS'K
CS'KCS'KCS'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'LB
H'LB
H'LB
H'LB
H'LBPF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'GRF'G
RF'G
RF'G
RF'G
RF'GRF'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'GPP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'BJH'B
PO'S
PO'S
RF'R RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F CA'F
BT'C
BT'C
CS'KCS'KCS'K
CS'K CS'KCS'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'LB
H'LB
H'LB
H'LB
H'LBPF'G
PF'GH'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'L
SB'LSB'L
CS'K CS'K
CS'K
PN'A
PN'A
AT'P
SB'L
SB'LSB'L
CS'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'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PP'G
PP'G
PP'G
PP'G
PN'A
PN'A
PO'S
B'GM
B'GM
B'GM
PO'S
B'GM
JH'B
JH'B
PP'G
R'NWR'NW
R'NW
JH'B
PP'G
R'NW
R'NWR'NW
JH'B
RF'R
RF'R
RF'R
RF'R
RF'R
RF'R
SB'L
SB'L
CS'KCS'K
CS'KCS'K
SB'L
SB'L
PP'G
R'NW
R'NW
R'NW
JH'B
PP'G
R'NW
R'NW
R'NW
JH'B
RF'R
RF'R
RF'R
RF'R
RF'R
RF'R
SB'L
SB'L
CS'KCS'K
CS'KCS'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'CBT'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'BPV'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'CBT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'CBT'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'BPV'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'L
SB'LSB'L
SB'L
SB'LSB'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'HJH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'BSB'L
SB'LSB'LSB'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
PV'H PV'H
PV'H
SB'L
SB'LSB'L
PV'H
PV'H
SB'L
SB'LSB'L
PV'H
PV'H
SB'LSB'L
SB'L SB'L
SB'LSB'L
SB'L SB'L
B'GM
B'GM
B'GM
B'GM
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F CA'F CA'F CA'F CA'F CA'F CA'F CA'F CA'F
CA'FCA'F
CA'F
CA'F
CA'FCA'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'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'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'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'F
CA'FCA'F
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'HPV'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
TYPE 3 TYPE 3
TYPE 1
TYPE 1
TYPE 3 TYPE 3
TYPE 1
TYPE 1
TYPE 3 TYPE 3
TYPE 3
TYPE 3
TYPE 1
TYPE 1
TYPE 2
TYPE 2
TYPE 3
TYPE 3
LP-COVER
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION DEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
GRAPHIC SCALE: 1" =150'
600'300'150'75'0'
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
LANDSCAPE ARCHITECT / PLANNER
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
PART 1 - GENERAL
1.1 SUMMARY
A. This section includes landscape procedures for the Project including all labor, materials, and
installation necessary, but not limited to, the following:
1. Soil Amendments
2. Fine Grading
3. Cultivation
4. Landscape Edging
5. Turf Planting
6. Furnish and Installing Plant
7. Maintenance
8. Mowing
9. Weeding
1.2 SITE CONDITIONS
A.Examination: Before submitting a Bid, each Contractor shall carefully examine the Contract
Documents; shall visit the site of the Work; shall fully inform themselves as to all existing
conditions and limitations; and shall include in the Bid the cost of all items required by the
Contract Documents are at a variance with the applicable laws, building codes, rules,
regulations, or contain obvious erroneous or uncoordinated information, the Contractor shall
promptly notify the Project Representative and the necessary changes shall be accomplished
by Addendum.
B. Protection: Contractor to conduct the Work in such a manner to protect all existing
underground utilities or structures. Contractor to repair or replace any damaged utility or
structure using identical materials to match existing at no expense to the Owner.
C. Irrigation System: Do not begin planting until the irrigation system is completely installed, is
adjusted for full coverage and is completely operational.
1.3 PERMITS
A.Blue Stake/ Dig Line: When digging is required, “Blue Stake” or “Dig Line” the work site and
identify the approximate location of all known underground utilities or structures.
1.4 PLANT DELIVERY, QUALITY, AND AVAILABILITY
A.Unauthorized substitutions will not be accepted. If proof is submitted that specific plants or
plant sizes are unobtainable, written substitution requests will be considered for the nearest
equivalent plant or size. All substitution requests must be made in writing and preferably
before the bid due date.
1.5 FINAL INSPECTION
A. All plants will be inspected at the time of Final Inspection prior to receiving a Landscape
Substantial Completion for conformance to specified planting procedures, and for general
appearance and vitality. Any plant not approved by the Project Representative will be
rejected and replaced immediately.
1.6 LANDSCAPE SUBSTANTIAL COMPLETION
A. A Substantial Completion Certificate will only be issued by the Project Representative
for “landscape and irrigation” in their entirety. Substantial Completion will not be
proportioned to be designated areas of a project.
1.7 MAINTENANCE
A.Plant Material: The Contractor is responsible to maintain all planted materials in a healthy
and growing condition for 30 days after receiving a Landscape Substantial Completion at
which time the Guarantee period commences. This maintenance is to include mowing,
weeding, cultivating, fertilizing, monitoring water schedules, controlling insects and diseases,
re-guying and staking, and all other operations of care necessary for the promotion of root
growth and plant life so that all plants are in a condition satisfactory at the end of the
guarantee period. The Contractor shall be held responsible for failure to monitor watering
operations and shall replace any and all plant material that is lost due to improper
application of water.
1.8 GUARANTEE
A.Guarantee: A guarantee period of one year shall begin from end of maintenance period and
final acceptance for trees, shrubs, and ground covers. All plants shall grow and be healthy for
the guarantee period and trees shall live and grow in acceptable upright position. Any plant
not alive, in poor health, or in poor condition at the end of the guarantee period will be
replaced immediately. Any plant will only need to be replaced once during the guarantee
period. Contractor to provide documentation showing where each plant to be replaced is
located. Any outside factors, such as vandalism or lack of maintenance on the part of the
Owner, shall not be part of the guarantee
PART II - PRODUCTS
2.1 LANDSCAPE MATERIALS
A. Tree Staking: All trees shall be staked for one year warranty period. All trees not plumb shall
be replaced. Staked trees shall use vinyl tree ties and tree stakes two (2) inch by two (2) by
eight (8) foot common pine stakes used as shown on the details.
B. Tree Wrap: Tree wrap is not to be used.
C. Mulch: See Plans. All planter beds to receive a minimum 4” layer for trees, shrubs, and
perennials and 1” for groundcovers.
D. Weed Barrier: DeWitt 5 oz. weed barrier fabric. Manufactured by DeWitt Company,
dewittcompany.com or approved equal.
E. Tree, Shrub, and Grass Backfill Mixture; Backfill mixture to be 50% native soil and 50%
topsoil, thoroughly mixed together prior to placement.
F. Topsoil: Required for turf areas, planter beds and Backfill Mixture. Acceptable topsoil shall
meet the following standards:
a. PH: 5.5-7.5
b. EC (electrical conductivity): < 2.0 mmhos per centimeter
c. SAR (sodium absorption ration): < 3.0
d. % OM (percent organic matter): >1%
e. Texture (particle size per USDA soil classification): Sand <70%; Clay < 30%; Silt < 70%,
Stone fragments (gravel or any soil particle greater than two (2) mm in size) < 5% by
volume.
G.Turf Sod: All sod shall be 18 month old as specified on plans (or approved equal) that has
been cut fresh the morning of installation. Only sod that has been grown on a commercial
sod farm shall be used. Only use sod from a single source.
H.Landscape Edging: Headers and Edging six (6) inches by four (4) inches extruded concrete
curb made up of the following materials:
a. Washed mortar sand free of organic material.
b. Portland Cement (see concrete spec. below for type)
c. Reinforced fiber - Specifically produced for compatibility with aggressive alkaline
environment of Portland cement-based composites.
d. Only potable water for mixing.
PART III - EXECUTION
3.1 GRADING
A. Topsoil Preparation: Grade planting areas according to the grading plan. Eliminate uneven
areas and low spots. Provide for proper grading and drainage.
B. Topsoil Placement: Slope surfaced away from building at two (2) percent slope with no
pockets of standing water. Establish finish grades of one (1) inches for planters below grade
of adjacent paved surfaced. Provide neat, smooth, and uniform finish grades. Remove
surplus sub-soil and topsoil from the site.
C. Compaction: compaction under hard surface areas (asphalt paths and concrete surfaces)
shall be ninety-five (95) percent. Compaction under planting areas shall be between
eighty-five (85) and ninety (90) percent.
3.2 TURF GRADING
A. The surface on which the sod is to be laid shall be firm and free from
footprints, depressions, or undulations of any kind. The surface shall be free of all materials
larger than 1/2” in diameter.
B. The finish grade of the topsoil adjacent to all sidewalks, mow-strips, etc. prior to the laying of
sod, shall be set such that the crown of the grass shall be at the same level as the adjacent
concrete or hard surface. No exceptions.
3.3 PLANTING OPERATIONS
A.Review the exact locations of all trees and shrubs with the Project Representative for
approval prior to the digging of any holes. Prepare all holes according to the details on the
drawings.
B. Water plants immediately upon arrival at the site. Maintain in moist condition until planted.
C. Before planting, locate all underground utilities prior to digging. Do not place plants on or
near utility lines.
D. The tree planting hole should be the same depth as the root ball, and three times the
diameter of the root ball.
E. Trees must be placed on undisturbed soil at the bottom of the planting hole.
F. The tree hole depth shall be determined so that the tree may be set slightly high of finish
grade, 1” to 2” above the base of the trunk flare, using the top of the root ball as a guide.
G.Plant immediately after removal of container for container plants.
H. Set tree on soil and remove all burlap, wire baskets, twine, wrappings, etc. before beginning
and backfilling operations. Do not use planting stock if the ball is cracked or broken before or
during planting operation.
I. Apply vitamin B-1 root stimulator at the rate of one (1) tablespoon per gallon.
J. Upon completion of backfilling operation, thoroughly water tree to completely settle the soil
and fill any voids that may have occurred. Use a watering hose, not the area irrigation
system. If additional prepared topsoil mixture needs to be added. It should be a courser mix
as required to establish finish grade as indicated on the drawings.
K. The amount of pruning shall be limited to the minimum necessary to remove dead or injured
twigs and branches. All cuts, scars, and bruises shall be properly treated according to the
direction of the Project Representative. Proper pruning techniques shall be used. Do not
leave stubs and do not cut the leader branch. Improper pruning shall be cause for rejection
of the plant material.
L. Prepare a watering circle of 2' diameter around the trunk. For conifers, extend the watering
well to the drip line of the tree canopy. Place mulch around the planted trees.
3.4 TURF - SOD LAYING
A. Top Soil Amendments: Prior to laying sod, commercial fertilizer shall be applied and
incorporated into the upper four (4) inches of the topsoil at a rate of four pounds of nitrogen
per one thousand (1,000) square feet. Adjust fertilization mixture and rate of application as
needed to meet recommendations given by topsoil analysis. Include other amendments as
required.
B. Fertilization: Three weeks after sod placement fertilize the turf at a rate of ½ pound of
nitrogen per 1000 square feet. Use fertilizer specified above. Adjust fertilization mixture and
rates to meet recommendations given by topsoil analysis.
C. Sod Availability and Condition: The Contractor shall satisfy himself as to the existing
conditions prior to any construction. The Contractor shall be fully responsible for furnishing
and lay all sod required on the plans. He shall furnish new sod as specified above and lay it so
as too completely satisfy the intent and meaning of the plans and specification at no extra
cost to the owner. In the case of plans and specification at no extra cost to the owner. In the
case of any discrepancy in the amount of sod to be removed or amount to be used, it shall be
the Contractor's responsibility to report such to the Project Representative prior to
commencing the work.
D. Sod Laying: The surface upon which the new sod to be laid will be prepared as specified
above. Areas where sod is to be laid shall be cut trimmed, or shaped to receive full width sod
(minimum twelve (12) inches). No partial strip or pieces will be accepted.
E. Sod shall be tamped lightly as each piece is set to insure that good contact is made between
edges and also the ground. Sod laid on any sloped areas shall be anchored with wooden
dowels or other materials which are accepted by the grass sod industry.
F. Apply water directly after laying sod. Rainfall is not acceptable.
G.Watering of the sod shall be the complete responsibility of the Contractor by whatever
means necessary to establish the sod in an acceptable manner to the end of the Maintenance
period. If an irrigation system is in place on the site, but for whatever reason, water is not
available in the system. It is the responsibility of the Contractor to water the sod by whatever
means, until the sod is accepted by the Project Representative.
H.Protection of the newly laid sod shall be the complete responsibility of the Contractor. The
Contractor shall provide acceptable visual barriers, to include barricades set appropriate
distances with strings or tapes between barriers, as an indication of new work. The
Contractor is to restore any damaged areas caused by others (including vehicular traffic),
erosion, etc, until such time as the lawn is accepted by the Owner.
I. All sod that has not been laid within 24 hours shall be deemed unacceptable and will be
removed from the site.
3.5 WEED BARRIER
A.Cut a slit or x at each plant location no larger than necessary to install plant.
B. Overlap rows of fabric min. 6”
C. Stable fabric edges and overlaps to ground.
END OF SECTION
LANDSCAPE PLAN SPECIFICATIONS
NO. REVISION DATE
1
2
3
4
5
6
7
02-12-2017 ID17008
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
LP1.1 LP1.2
LP1.4 LP1.3
LP1.5 LP1.6
PLAYGROUND EQUIPMENT LP1.3
PlaySense®
(5-12 years)
Max Fall Height: 82 inches
SITE MATERIALS
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 36 5 GAL. MODERATE
PF'G POTENTILLA FRUITICOSA GOLDFINGER POTENTILLA 84 5 GAL HIGH
'GOLDFINGER'
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 44 5 GAL HIGH'SUMMER WINE'
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 96 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 33 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 177 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 91 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 98 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 128 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 132 5 GAL. MODERATEBOXWOOD
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 21 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 95 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 62 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 29 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 16 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 5 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 18 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 11 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 15 2" CAL. LOW'AUTUMN PURPLE'
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
M'P MALUS X 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 12 2" CAL. LOW
ZS'M ZELKOVA SERRATA JAPANESE 56 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 32 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 32 2" CAL. LOWOAK
AT'P ACER TRUNCATUM X PACIFIC 24 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 75 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 54 6'-8' TALL LOWSPRUCE10 TREE 3 4
25 TREE 7 3
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
H'LB HEMEROCALLIS X LITTLE BUSINESS DAYLILY 110 1 GAL HIGH'LITTLE BUSINESS'
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 113 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
PRELIMINARY CODE
5.10.90. LANDSCAPING PER UNIT.
THE INTENT IS TO HAVE A VARIETY OF PLANT MATERIALS TO GIVE COLOR AND TEXTURE; TO DIRECT TRAFFIC;
TO FRAME VIEWS; AND TO SCREEN UNDESIRABLE VIEWS.
a.MINIMUM. A MINIMUM OF THREE (3), ONE AND ONE-HALF (1½”) INCH CALIPER DECIDUOUS TREES OR
FOUR (4') FEET TALL EVERGREEN TREES, AND FOUR (4) SHRUBS SHALL BE PLANTED FOR EACH LOT IN A PUD
SUBDIVISION, AS WELL AS BUILDING FOUNDATION PLANTING OF APPROPRIATE SHRUBS, FLOWERS, OR
GROUND COVERS.
b.DESIGN THEME. LANDSCAPING IN THE PARK STRIP IN THE STREET RIGHT-OF-WAY SHALL HAVE A UNIFIED
DESIGN THEME IN PUD SUBDIVISIONS. MULTIPLE FAMILY PUD'S SHALL PROVIDE A MINIMUM OF ONE (1)
DECIDUOUS OR EVERGREEN TREE PER TWO (2) UNITS, AND TWO (2) SHRUBS PER UNIT.
c.LANDSCAPE PLAN. APPLICANT MAY PROVIDE A LANDSCAPE PLAN THAT VARIES FROM THESE
REQUIREMENTS TO THE PLANNING AND ZONING COMMISSION FOR APPROVAL AS MEETING THE “SPIRIT” OF
THE REQUIREMENTS.
d.DECIDUOUS TREES. THE PLACEMENT AND TYPES OF DECIDUOUS TREES SHALL TAKE INTO CONSIDERATION
USE OF THE TREES FOR SUMMER COOLING AND WINTER SOLAR ACCESS.
e.EVERGREEN TREES. EVERGREEN TREES SHOULD BE USED AS WINDBREAKS, SCREENING, AND ACCENT
PLANTINGS.
f. WATER CONSERVATION. THE MAJORITY OF NEW PLANT MATERIAL USED FOR LANDSCAPING THE
DEVELOPMENT SHOULD BE WATER CONSERVING PLANTS. THE LANDSCAPING DESIGN SHALL LOCATE PLANT
MATERIALS IN SIMILAR WATER USAGE DEMAND ZONES TO INSURE PROPER IRRIGATION COVERAGE AND
REDUCE WASTEFUL IRRIGATION COVERAGE AND REDUCE WASTEFUL WATERING. NATIVE PLANTS ARE
PREFERRED.
SITE REQUIREMENT CALCULATIONS
LANDSCAPE REQUIREMENTS REQ'D:PROVIDED:
RE-LANDSCAPED AREA 100%
STREET TREE BOULEVARD: 1 TREE /50 LINEAR FT. 31 EACH SIDE 31/SIDE
YELLOWSTONE HIGHWAY - BERM WITH TREES FOR DESIGN INTENT 56
BUILDING TREE/SHRUB CALCULATIONS
TYPE A 15 / 60 16
TYPE B 10 / 40 16
TYPE 1 2 / 8 6
TYPE 2 3 / 12 6
TYPE 3 4 / 14 6
SINGLE FAMILY LOTS 1 STREET TREE/LOT LINE
TRASH ENCLOSURES: SCREENING WALL WITH VEGETATION TO SCREEN STRUCTURE
LANDSCAPE POINTS
SHADE TREES. AREAS WITH FIVE (5) OR MORE UNCOVERED PARKING STALLS ARE DESIGNED TO INCLUDE MINIMUM TWO (2”) INCH CALIPER TREES
LOCATED IN SUCH A MANNER AS TO SHADE FIFTY (50%) PERCENT OF THE PARKING AREA UPON MATURATION OF THE TREES
EXTRA TREES. DESIGN AND PLANTING MORE THAN THE MINIMUM NUMBER OF TREES, SHRUBS, AND PERENNIALS PER DWELLING UNIT IN THE
DEVELOPMENT. (UP TO 20 POINTS)
SOFTEN FENCE APPEARANCE. AREAS WHICH ARE TO BE SCREENED USE A SOLID NON-SEE-THROUGH WOOD OR MASONRY FENCE AND
LANDSCAPING WHICH ACTS TO SOFTEN THE APPEARANCE OF THE FENCE. LANDSCAPING MAY BE VINES, SHRUBS, OR TREES. (UP TO 15 POINTS)
DESIGNED PLAN. OPEN GREEN SPACE IS DESIGNED (NOT LEFT OVER SPACE BETWEEN BUILDINGS) AND FLOWS UNINTERRUPTED THROUGH THE
ENTIRE DEVELOPMENT LINKING DWELLINGS AND RECREATION AMENITIES. (UP TO 25 POINTS)
MULTIPLE USE. STORM WATER DETENTION FACILITIES ARE DESIGNED AND USED FOR MULTIPLE PURPOSES WHICH BLEND WITH THE OVERALL
THEME OF THE OPEN SPACE DESIGN I.E., SHAPE OF THE AREA IS FREE FLOWING, THE GRADING AND LANDSCAPING ARE CARRIED OUT IN SUCH A
MANNER THAT THE USE AS A DETENTION POND IS NOT DISCERNIBLE. (UP TO 20 POINTS)
NATIVE PLANTS. NATIVE PLANTS ARE USED FOR COMMON OPEN SPACE ELEMENTS. (UP TO 15 POINTS)
DROUGHT TOLERANT PLANTS. DROUGHT TOLERANT PLANTS ARE USED FOR COMMON OPEN SPACE ELEMENTS. (UP TO 10 POINTS)
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PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.1
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 36 5 GAL. MODERATE
PF'G POTENTILLA FRUITICOSA GOLDFINGER POTENTILLA 84 5 GAL HIGH
'GOLDFINGER'
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 44 5 GAL HIGH'SUMMER WINE'
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 96 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 33 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 177 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 91 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 98 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 128 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 132 5 GAL. MODERATEBOXWOOD
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 21 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 95 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 62 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 29 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 16 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 5 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 18 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 11 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 15 2" CAL. LOW'AUTUMN PURPLE'
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
M'P MALUS X 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 12 2" CAL. LOW
ZS'M ZELKOVA SERRATA JAPANESE 56 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 32 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 32 2" CAL. LOWOAK
AT'P ACER TRUNCATUM X PACIFIC 24 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 75 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 54 6'-8' TALL LOWSPRUCE10 TREE 3 4
25 TREE 7 3
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
H'LB HEMEROCALLIS X LITTLE BUSINESS DAYLILY 110 1 GAL HIGH'LITTLE BUSINESS'
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 113 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
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40' CLEA
VIEW ARE
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CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'D MS'D MS'D MS'D
MS'D MS'D MS'D MS'D
H'LB H'LB
H'LB
H'LB
H'LB
H'LB H'LB H'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'PM'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
PP'G
PP'G
PP'G
PP'GPP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S PO'S
JH'B
JH'B
PO'S PO'S
RF'R
RF'R
RF'R
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PV'H
PV'H
PV'H
PV'H
CA'FCA'F
CA'F
CA'FCA'F
CA'F
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
MS'D
PF'G PF'G
PF'GPF'G
MS'DMS'D
MS'DMS'DMS'D
JH'B
JH'B
JH'B
JH'B
H'LBH'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LBH'LB
RF'G
RF'G
RF'GRF'GRF'G
RF'G
RF'G RF'GRF'G
RF'GRF'G
RF'G
ZS'M ZS'M
ZS'MZS'M
M'S
M'S M'S
M'S
QR'F QR'F
QR'FQR'F
PN'APN'A
PN'APN'A
PP'G PP'G PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'H
PV'H
PV'H
CA'F
CA'F CA'F
BT'C BT'C
CS'KCS'KCS'K
CS'K
MS'D
PF'G
PF'G
MS'D
MS'D
MS'D
MS'D
MS'D
JH'B
JH'B
H'LB
H'LB
H'LB
H'LB
H'LB
PF'GH'LBH'LB
H'LB
H'LB
ZS'M
ZS'M
M'SM'S
M'S M'S
QR'F
QR'F
QR'F
QR'F
PN'A
PN'A
BT'C BT'C
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.2
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 36 5 GAL. MODERATE
PF'G POTENTILLA FRUITICOSA GOLDFINGER POTENTILLA 84 5 GAL HIGH
'GOLDFINGER'
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 44 5 GAL HIGH'SUMMER WINE'
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 96 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 33 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 177 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 91 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 98 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 128 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 132 5 GAL. MODERATEBOXWOOD
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 21 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 95 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 62 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 29 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 16 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 5 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 18 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 11 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 15 2" CAL. LOW'AUTUMN PURPLE'
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
M'P MALUS X 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 12 2" CAL. LOW
ZS'M ZELKOVA SERRATA JAPANESE 56 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 32 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 32 2" CAL. LOWOAK
AT'P ACER TRUNCATUM X PACIFIC 24 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 75 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 54 6'-8' TALL LOWSPRUCE10 TREE 3 4
25 TREE 7 3
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
H'LB HEMEROCALLIS X LITTLE BUSINESS DAYLILY 110 1 GAL HIGH'LITTLE BUSINESS'
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 113 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
S
S
S
S
S
S
S
S
S
S
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S
68.0'
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
WWWWWW
W
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S SS SS SS SS
S
S
D
D
SDSDSDSDSDSDSDSDSDSDSD
S
D
S
D
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D
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D
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D
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D
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SD
SD
S D
SD SD SD SD SD SD SD SD SD SD SD SD SD
SSDSDSDSDSDSDSDSDSDSDSD
D
SDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S D
SD
SD
SD
S D
S D
SD
SD
SD
SD
SD
SD
SD
S D
SD
SD
SD
SD
S D
SD
SD
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S D
S D
SD
SD
SD
SD
SD
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S D
SD
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SD
S D
S D
SD
SD
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SD
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S D
SD
SD
SD
SD
S D
SD
SD
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S D
S D
SD
SD
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SD
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S D
SD
SD
SD
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SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
SD
SD
SD
VILLAGE
SUITES PAVILION
TYPE ATYPE A
TOT LOT
TYPE BPP'G
PP'G
PP'G
PP'GPP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S PO'S
CA'B CA'B
CA'BCA'B
JH'B
JH'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
PO'S PO'S
RF'R
RF'R
RF'R
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PV'H
PV'H
PV'H
PV'H
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'FCA'F
CA'F
CA'FCA'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
BT'C
BT'C
BT'CBT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'D
PF'G PF'G
PF'GPF'G
MS'DMS'D
MS'DMS'DMS'D
MS'D MS'D MS'D MS'D
MS'D MS'D MS'D MS'D
JH'B
JH'B
JH'B
JH'B
H'LBH'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LBH'LB
H'LBH'LB
H'LB
H'LB
H'LB
H'LB H'LB H'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
RF'G
RF'G
RF'GRF'GRF'G
RF'G
RF'G RF'GRF'G
RF'GRF'G
RF'G
PN'APN'A
PN'APN'A
ZS'M ZS'M
ZS'MZS'M
M'S
M'S M'S
M'S
QR'F QR'F
QR'FQR'F
M'P
M'PM'P
M'P
ZS'M
ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
PA
PA
PAPA
PN'APN'A
PN'APN'A
AT'P
AT'P
AT'P
AT'P
AT'P
ZS
ZS
ZS
PA
PA
PA
PA
PA PA
SJ
SJ
SJ
PN'A
PN'A
PN'A PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
ZS
ZS
ZS
ZS
MS'A MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'AMS'AMS'A
MS'A
MS'A
CA'B
CA'B
CA'B
CA'B CA'B CA'B
CA'B
CA'B
CA'B
BT'C
BT'C
BT'C
BT'C
BT'C
SB'L SB'L
SB'L SB'L
SB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L SB'L
SB'L
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K CS'K
CS'K
CS'K
CS'K
SB'L
SB'L
CS'K CS'K CS'K
CS'K CS'K
CS'K CS'KCS'KCS'K
CS'KCS'K
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
PO'S PO'S B'GMB'GMB'GMB'GMB'GMB'GM
PF'GPF'G
PN'APN'A ZS'M
ZS'M
R'NWR'NW
PO'S PO'S B'GMB'GMB'GMB'GMB'GMB'GM
JH'B
JH'B
ZS'MZS'M
PN'APN'A
PP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
'NWR'NWR'NW
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F CA'F
BT'C
BT'C
K CS'K
CS'K CS'K CS'K
MS'D
PF'G
PF'G
MS'D
MS'D
MS'D
MS'D
MS'D
JH'B
JH'B
H'LB
H'LB
H'LB
PF'GH'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'G
ZS'M
ZS'M
M'S
M'S
M'S
M'S
QR'F
QR'F
QR'F
QR'F
PN'A
PN'A
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.3
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 36 5 GAL. MODERATE
PF'G POTENTILLA FRUITICOSA GOLDFINGER POTENTILLA 84 5 GAL HIGH
'GOLDFINGER'
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 44 5 GAL HIGH'SUMMER WINE'
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 96 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 33 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 177 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 91 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 98 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 128 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 132 5 GAL. MODERATEBOXWOOD
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 21 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 95 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 62 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 29 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 16 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 5 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 18 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 11 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 15 2" CAL. LOW'AUTUMN PURPLE'
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
M'P MALUS X 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 12 2" CAL. LOW
ZS'M ZELKOVA SERRATA JAPANESE 56 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 32 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 32 2" CAL. LOWOAK
AT'P ACER TRUNCATUM X PACIFIC 24 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 75 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 54 6'-8' TALL LOWSPRUCE10 TREE 3 4
25 TREE 7 3
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
H'LB HEMEROCALLIS X LITTLE BUSINESS DAYLILY 110 1 GAL HIGH'LITTLE BUSINESS'
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 113 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
W
W
W
W
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S S
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S S
S S
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S S
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S S
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S S
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S S
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S S
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S S
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S S
S S
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S S
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S S
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S S
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S S
S S
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S S
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S S
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S S
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S S
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SS
SS
SS
SS
SS
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SS
SS
SS
SS
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SS
SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
W
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W
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W
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W
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W
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W
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W
W
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W
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W
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W
W
W
W
S
S
S
NE
H
W
Y
CL
U
B
H
O
U
S
PO
O
L
V
S
TYPE A
TYPE A
MONUMENT
SIGN
EAR
REA
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AP'E
AP'E
AP'E
ZS
ZS
ZS
PA
PA
SJ
SJ
ZS
ZS
ZS
ZS
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN
PN
PN
PN
PN
PN
PN
PN
PN
CP
CP
CP
CP
CP
CP
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
CA'B
CA'B
CA'B
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C BT'C
BT'C
BT'C
BT'C
BT'C
BT'C BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L SB'L
SB'L
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'K
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
BT'CBT'C
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
PP'G
R'NW
R'NW
R'NW
B'GM
B'GM CS'K
PF'G
PF'G PF'G
H'LB
H'LB
H'LB
H'LB
ZS'M
QR'F
PP'G
PP'G
PP'G
PP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S
PO'S
PO'S
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H PV'H
PV'H
PV'H
CA'F
CA'F
CA'F
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
JH'B
JH'B
H'LB
H'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LB
H'LB
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
ZS'M
ZS'M
ZS'M
M'S
M'S
M'S
QR'F
QR'F
QR'F
PN'A
PN'A
PN'A
PP'G
PP'G
PP'G
PP'G
PP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'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'LB
H'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
CA'F
CA'F
CA'F
CS'K CS'K CS'K
PF'G
PF'G
JH'B
JH'B
H'LB
H'LB
H'LB
H'LB
H'LB
PF'G
ZS'M
ZS'M
M'S
QR'F
Q
PN'A
PN'A
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.4
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 36 5 GAL. MODERATE
PF'G POTENTILLA FRUITICOSA GOLDFINGER POTENTILLA 84 5 GAL HIGH
'GOLDFINGER'
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 44 5 GAL HIGH'SUMMER WINE'
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 96 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 33 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 177 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 91 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 98 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 128 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 132 5 GAL. MODERATEBOXWOOD
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 21 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 95 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 62 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 29 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 16 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 5 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 18 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 11 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 15 2" CAL. LOW'AUTUMN PURPLE'
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
M'P MALUS X 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 12 2" CAL. LOW
ZS'M ZELKOVA SERRATA JAPANESE 56 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 32 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 32 2" CAL. LOWOAK
AT'P ACER TRUNCATUM X PACIFIC 24 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 75 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 54 6'-8' TALL LOWSPRUCE10 TREE 3 4
25 TREE 7 3
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
H'LB HEMEROCALLIS X LITTLE BUSINESS DAYLILY 110 1 GAL HIGH'LITTLE BUSINESS'
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 113 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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TYPE A
40' CLEA
VIEW ARE
AT'P
AP'E
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PN
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FA'A
AT'P
ZS'M
ZS'M
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ZS'M
BT'C
BT'CBT'CBT'C
C
BT'C BT'C BT'C
SB'LSB'L
SB'L SB'L
CS
PP'G
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JH'B
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RF'R
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B'GM
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PV'H PV'H
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CA'FCA'F
BT'C
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MS'D
PF'G
PF'G
PF'G
PF'G
MS'D
MS'D
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MS'D
MS'D
JH'B
JH'B
JH'B
JH'B
H'LB
H'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
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RF'GRF'G
ZS'M
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M'S
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QR'F
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R'NW
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PO'S
PO'S
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PP'G
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PN'A
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B'GM
B'GM
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B'GM
JH'B
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CA'F
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CA'F
CS'K
CS'K
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.5
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 36 5 GAL. MODERATE
PF'G POTENTILLA FRUITICOSA GOLDFINGER POTENTILLA 84 5 GAL HIGH
'GOLDFINGER'
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 44 5 GAL HIGH'SUMMER WINE'
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 96 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 33 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 177 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 91 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 98 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 128 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 132 5 GAL. MODERATEBOXWOOD
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 21 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 95 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 62 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 29 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 16 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 5 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 18 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 11 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 15 2" CAL. LOW'AUTUMN PURPLE'
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
M'P MALUS X 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 12 2" CAL. LOW
ZS'M ZELKOVA SERRATA JAPANESE 56 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 32 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 32 2" CAL. LOWOAK
AT'P ACER TRUNCATUM X PACIFIC 24 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 75 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 54 6'-8' TALL LOWSPRUCE10 TREE 3 4
25 TREE 7 3
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
H'LB HEMEROCALLIS X LITTLE BUSINESS DAYLILY 110 1 GAL HIGH'LITTLE BUSINESS'
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 113 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
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SD DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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TYPE A
TYPE B
40' CLEAR
VIEW AREA
40' CLEA
VIEW AR
R'NWR'NW
PO'S PO'S
PO'S PO'S B'GMB'GMB'GMB'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
JH'B
JH'B PN'APN'A
ZS'MZS'M
ZS'M
ZS'M
FA'A
FA'A
FA'A
PN'APN'A
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
P
AP'E
AP'E
AP'E
AP'E
AP'E AP'E AP'E AP'E AP'E
SB'L SB'L
SB'L
SB'L
SB'L SB'L
SB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'LSB'LSB'L
SB'L SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L SB'L
SB'L SB'L
SB'LSB'L
SB'L SB'L
CS'K
CS'K
CS'K
CS'KCS'KCS'K
CS'KCS'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'KCS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CA'B CA'B
CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'D MS'D MS'D MS'D
MS'D MS'D MS'D MS'D
H'LBH'LB
H'LB
H'LB
H'LB
H'LBH'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'P
M'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
PP'G PP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B JH'B
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'HPV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
BT'C
BT'C
CS'KCS'KCS'K
CS'KCS'KCS'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'LB
H'LB
H'LB
H'LB
H'LB PF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'G RF'G
RF'G
RF'G
RF'G
RF'G
RF'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
PF'G
PFGHLBH'LBH'LB
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.6
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 36 5 GAL. MODERATE
PF'G POTENTILLA FRUITICOSA GOLDFINGER POTENTILLA 84 5 GAL HIGH
'GOLDFINGER'
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 44 5 GAL HIGH'SUMMER WINE'
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 96 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 33 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 177 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 91 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 98 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 128 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 132 5 GAL. MODERATEBOXWOOD
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 21 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 95 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 62 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 29 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 16 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 5 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 18 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 11 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 15 2" CAL. LOW'AUTUMN PURPLE'
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
M'P MALUS X 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 12 2" CAL. LOW
ZS'M ZELKOVA SERRATA JAPANESE 56 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 32 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 32 2" CAL. LOWOAK
AT'P ACER TRUNCATUM X PACIFIC 24 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 75 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 54 6'-8' TALL LOWSPRUCE10 TREE 3 4
25 TREE 7 3
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
H'LB HEMEROCALLIS X LITTLE BUSINESS DAYLILY 110 1 GAL HIGH'LITTLE BUSINESS'
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 113 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
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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
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
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
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
DSD
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
SD
SD
SD
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSD
SDSD
SDSDSDSDSDSDSDSD
SDSDSD
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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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
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
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSD
SDSDSDSDSD
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
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
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
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
YE
L
L
O
W
S
T
O
N
E
H
W
Y
CL
U
B
H
O
U
S
E
PO
O
L
VILLAGE
SUITES PAVILION
TYPE A
TYPE A
TYPE ATYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TOT LOT
TYPE B
TYPE B
TYPE B
CLUBHOUSE
TOWNS
MONUMENT
SIGN
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
PP'G
PP'G
PP'G
PP'GPP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S PO'S
CA'B CA'B
CA'BCA'B
JH'B
JH'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
PO'S PO'S
RF'R
RF'R
RF'R
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PV'H
PV'H
PV'H
PV'H
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'FCA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
BT'CBT'C
BT'C
BT'CBT'C
BT'CBT'CBT'C
BT'C
BT'CBT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'D
PF'G PF'G
PF'GPF'G
MS'DMS'D
MS'DMS'DMS'D
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
JH'B
JH'B
JH'B
JH'B
H'LBH'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LBH'LB
H'LBH'LB
H'LB
H'LB
H'LB
H'LBH'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
RF'G
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'GRF'G
RF'GRF'G
RF'G
PN'APN'A
PN'APN'A
ZS'M ZS'M
ZS'MZS'M
M'S
M'S M'S
M'S
QR'F QR'F
QR'FQR'F
M'P
M'PM'P
M'P
ZS'M
ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'MZS'M
PG'P
PG'P
M'S
M'S
QR'F QR'F
PN'APN'AZS'M
ZS'M
ZS'MZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW CA'F CA'FCA'F CA'FCA'FCA'FCA'F R'NWR'NWR'NW
R'NW
R'NWR'NW
R'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'FCA'F
CA'FCA'F
CA'F CA'F
CA'FCA'FCA'FCA'F
MS'AMS'A
MS'A
MS'A
MS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'A
MS'AMS'AMS'AMS'AMS'A MS'A
MS'AMS'A
MS'A
MS'AMS'A SB'LSB'LSB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
RF'G
RF'G
RF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'G
SB'L
SB'L
SB'LSB'L
RF'GRF'GRF'GRF'G
RF'G
RF'GRF'GRF'GRF'GRF'G
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
CO
CO CO CO CO CO
CO
CO CO
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'AFA'A
FA'A
FA'A
FA'AFA'A
FA'AFA'A
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
CO
CO
COCO
CO
CO
COCO
COCO
CO
CO
FA'AFA'A
FA'A
FA'A
FA'AFA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A FA'A
FA'A
FA'A
FA'A FA'A
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PAPA
PN'APN'A
PN'APN'A
PN
PNPN
PN
PN
PN
PN
PN
PN
PNPN
PNPN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN'A PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'APN'A PN'APN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
SJ
SJ SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJSJ
SJ
SJ SJ
SJSJ
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
MS'A
MS'AMS'AMS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
SB'LSB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'L
SB'LSB'L
SB'LSB'LSB'L
MS'A
MS'A
MS'A
MS'A
MS'AMS'A
PN'A
PN'A
SB'L
SB'L
SB'L
SB'LSB'LSB'L
R'NW
R'NWR'NW R'NW
R'NW
R'NWCA'F
CA'F CA'F CA'FCA'F
CA'F
CA'F
CA'F
CA'F
MS'A MS'A
MS'A
MS'AMS'A
MS'A
MS'A MS'A
MS'A MS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'A
MS'A
MS'A
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
SJSJ
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E
AP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
SJ
SJ
SJSJ
ZS
ZS
ZS
ZS
SJ
ZS
ZS
ZS
ZS
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
PN
PN
PN
PN
PN
PN
PN
PNPN
PN
PNPNPNPN
PN
PNPN
PN
PN
PN
PN
PN
PN
PN PN PN PN PN PN PN PN PN PN
PN PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN ZS
ZS
ZS
ZS ZS ZS
PN
PN
PN
PN
CPCP CP CP CP
CP
CP
CP
CP CP CP CP CP CP CP CP
CP
CP
CP
CP CP
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
PN'A PN'A
PN'A
PN'A PN'A
PN'A
PN'A
PN'A
PN'A
ZS
ZS
ZS
ZS
FA'A
FA'A
FA'A
FA'A
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'PAT'P
AT'PAT'P
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
AT'P AT'P
AT'P AT'PAT'PAT'P
AT'PAT'P
PN'A
PN'A
PN'APN'APN'APN'APN'APN'A
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
MS'A MS'A
MS'AMS'A
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
BT'C BT'C
BT'C
BT'C
BT'C BT'C
BT'C BT'C
CA'F
CA'FCA'F
CA'F
CA'FCA'F
CA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'F
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'G
RF'GRF'G
RF'GRF'G
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'BJH'BJH'BJH'BJH'B
JH'B JH'B
JH'B JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'AMS'AMS'A
MS'A MS'A
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B CA'B CA'B
CA'B
CA'B
CA'B
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C BT'C
BT'C
BT'C
BT'C
BT'CBT'CBT'CBT'C
BT'C
BT'C BT'C BT'C BT'C BT'C
SB'LSB'L
SB'LSB'L
SB'LSB'L
SB'LSB'L
SB'L SB'L SB'L
SB'L
SB'LSB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'LSB'L
SB'L SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'LSB'LSB'LSB'L
SB'L SB'L
SB'L SB'L
SB'L SB'L
SB'LSB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L SB'L
SB'L
SB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L SB'L
SB'L
CS'K
CS'K
CS'K
CS'KCS'KCS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'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'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'KCS'K
CS'K CS'K
CS'KCS'KCS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'KCS'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'KCS'K
CS'K
CS'K CS'K
CS'K
CS'K
CS'K
SB'L
SB'L
CS'K CS'K CS'K
CS'KCS'K
CS'KCS'KCS'KCS'K
CS'KCS'K
CS'K CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
PV'H PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'HPV'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 PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
BT'C
CA'FCA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
CA'BCA'B CA'B
CA'B CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B CA'B
PG'P
PG'P
M'S
M'SZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'BJH'BJH'B
JH'BJH'BJH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'SZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'BJH'BJH'B
JH'BJH'BJH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
PN'A
PN'A
SB'LSB'LSB'L
SB'L
RF'G
RF'G
RF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'G
SB'L
SB'L
PN'A
PN'A
PN'A
PN'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
SB'L
SB'L
SB'L
SB'L
PN'A
PN'A
MS'AMS'AMS'A
MS'A
MS'AMS'A
PN'A
PN'A
MS'A
MS'AMS'A
MS'AMS'AMS'A
SB'L
SB'L
SB'L
SB'L
PN'A
PN'A
SB'LSB'L
SB'LSB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'L
SB'L
PN'A
PN'A
MS'AMS'A
MS'A
MS'AMS'A
MS'AMS'AMS'A
MS'A
MS'AMS'A
MS'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
QR'F QR'F
PN'A
PN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'F CA'F R'NWR'NW
R'NW
R'NW
R'NWR'NWR'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
CA'FCA'F
CA'F CA'F
QR'F
QR'F
PN'APN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'F CA'F R'NWR'NWR'NW
R'NW
R'NWR'NWR'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
QR'F QR'F
PN'APN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'FCA'F R'NWR'NWR'NW
R'NW
R'NWR'NWR'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
MS'A
MS'AMS'A
MS'A
MS'AMS'A
PN'APN'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
PN'APN'A MS'AMS'AMS'A
MS'A
MS'AMS'A
PN'APN'A
SB'LSB'L SB'LSB'L
PN'A
PN'A
MS'A
MS'AMS'A
MS'AMS'AMS'A
SB'L
SB'LSB'L
SB'LSB'LSB'L
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'H
PV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
R'NW
R'NWR'NW R'NW
R'NW
R'NWCA'F
CA'F CA'F CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
CA'FCA'FCA'F CA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NWR'NW
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'FCA'F CA'F CA'FCA'FBT'C BT'CBT'CPG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'GPV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
BT'C BT'CBT'C BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'FCA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'FCA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'L
RF'GRF'GRF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'GPN'A
PN'A
SB'LSB'LSB'L
SB'L
PN'A
PN'A PN'A
PN'A
SB'L
SB'L
SB'LSB'L
CA'FCA'FCA'F CA'F
CA'FCA'FCA'FCA'F
CA'FCA'FCA'F CA'F
CA'FCA'FCA'FCA'F CA'FCA'F
CA'F CA'F
CA'F
CA'F
CA'F
CA'F
CA'B CA'B
CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'FCA'F
CA'F CA'F
CA'F
BT'C
BT'C
BT'C
BT'C BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
H'LBH'LB
H'LB
H'LB
H'LB
H'LBH'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'PM'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
CA'B CA'B
CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'FCA'F
CA'F CA'F
CA'F
BT'CBT'C
BT'C
BT'C BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
H'LBH'LB
H'LB
H'LB
H'LB
H'LB H'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'PM'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
PP'G
PP'G
PP'G
PP'GPP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S PO'S
JH'B
JH'B
PO'S PO'S
RF'R
RF'R
RF'R
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PV'H
PV'H
PV'H
PV'H
CA'FCA'F
CA'F
CA'FCA'F
CA'F
BT'CBT'C
BT'C
BT'CBT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
MS'D
PF'G PF'G
PF'GPF'G
MS'DMS'D
MS'DMS'DMS'D
JH'B
JH'B
JH'B
JH'B
H'LBH'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LBH'LB
RF'G
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'GRF'G
RF'GRF'G
RF'G
ZS'M ZS'M
ZS'MZS'M
M'S
M'S M'S
M'S
QR'F QR'F
QR'FQR'F
PN'APN'A
PN'APN'A
PP'G PP'GPP'G PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'H
PV'H
PV'H
CA'F
CA'F CA'F
CA'F
CA'FCA'F
BT'C BT'C
CS'KCS'KCS'KCS'KCS'KCS'K
MS'D
PF'G
PF'GPF'G
PF'G
MS'D
MS'D
MS'D
MS'D
MS'D
JH'B
JH'BJH'B
JH'B
H'LB
H'LB
H'LB
H'LB
H'LB PF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
ZS'M
ZS'M
ZS'M
ZS'M
M'SM'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
BT'C
BT'C
CS'KCS'KCS'K
CS'KCS'KCS'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'LB
H'LBH'LB
H'LB
H'LB
PF'G
PF'G H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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
BT'C BT'C
PP'G
PP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
R'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
BT'C
BT'C
CS'KCS'K
CS'K
CS'KCS'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'LB
H'LB
H'LB
H'LB
H'LB
PF'G
PF'G H'LB
H'LBH'LB
H'LB
H'LB
RF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'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'KCS'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'LB
H'LBH'LB
H'LB
H'LB
PF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B JH'B
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'HPV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'FCA'F BT'C
BT'C
CS'KCS'KCS'K
CS'KCS'KCS'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'LB
H'LB
H'LB
H'LB
H'LBPF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'GRF'G
RF'G
RF'G
RF'G
RF'GRF'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'GPP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'BJH'B
PO'S
PO'S
RF'R RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F CA'F
BT'C
BT'C
CS'KCS'KCS'K
CS'K CS'KCS'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'LB
H'LB
H'LB
H'LB
H'LBPF'G
PF'GH'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'L
SB'LSB'L
CS'K CS'K
CS'K
PN'A
PN'A
AT'P
SB'L
SB'LSB'L
CS'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'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PP'G
PP'G
PP'G
PP'G
PN'A
PN'A
PO'S
B'GM
B'GM
B'GM
PO'S
B'GM
JH'B
JH'B
PP'G
R'NWR'NW
R'NW
JH'B
PP'G
R'NW
R'NWR'NW
JH'B
RF'R
RF'R
RF'R
RF'R
RF'R
RF'R
SB'L
SB'L
CS'KCS'K
CS'KCS'K
SB'L
SB'L
PP'G
R'NW
R'NW
R'NW
JH'B
PP'G
R'NW
R'NW
R'NW
JH'B
RF'R
RF'R
RF'R
RF'R
RF'R
RF'R
SB'L
SB'L
CS'KCS'K
CS'KCS'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'CBT'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'BPV'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'CBT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'CBT'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'BPV'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'L
SB'LSB'L
SB'L
SB'LSB'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'HJH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'BSB'L
SB'LSB'LSB'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
PV'H PV'H
PV'H
SB'L
SB'LSB'L
PV'H
PV'H
SB'L
SB'LSB'L
PV'H
PV'H
SB'LSB'L
SB'L SB'L
SB'LSB'L
SB'L SB'L
B'GM
B'GM
B'GM
B'GM
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F CA'F CA'F CA'F CA'F CA'F CA'F CA'F CA'F
CA'FCA'F
CA'F
CA'F
CA'FCA'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'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'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'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'F
CA'FCA'F
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'HPV'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
TYPE 3 TYPE 3
TYPE 1
TYPE 1
TYPE 3 TYPE 3
TYPE 1
TYPE 1
TYPE 3 TYPE 3
TYPE 3
TYPE 3
TYPE 1
TYPE 1
TYPE 2
TYPE 2
TYPE 3
TYPE 3
LP-COVER
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION DEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
GRAPHIC SCALE: 1" =150'
600'300'150'75'0'
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
LANDSCAPE ARCHITECT / PLANNER
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
PART 1 - GENERAL
1.1 SUMMARY
A. This section includes landscape procedures for the Project including all labor, materials, and
installation necessary, but not limited to, the following:
1. Soil Amendments
2. Fine Grading
3. Cultivation
4. Landscape Edging
5. Turf Planting
6. Furnish and Installing Plant
7. Maintenance
8. Mowing
9. Weeding
1.2 SITE CONDITIONS
A.Examination: Before submitting a Bid, each Contractor shall carefully examine the Contract
Documents; shall visit the site of the Work; shall fully inform themselves as to all existing
conditions and limitations; and shall include in the Bid the cost of all items required by the
Contract Documents are at a variance with the applicable laws, building codes, rules,
regulations, or contain obvious erroneous or uncoordinated information, the Contractor shall
promptly notify the Project Representative and the necessary changes shall be accomplished
by Addendum.
B. Protection: Contractor to conduct the Work in such a manner to protect all existing
underground utilities or structures. Contractor to repair or replace any damaged utility or
structure using identical materials to match existing at no expense to the Owner.
C. Irrigation System: Do not begin planting until the irrigation system is completely installed, is
adjusted for full coverage and is completely operational.
1.3 PERMITS
A.Blue Stake/ Dig Line: When digging is required, “Blue Stake” or “Dig Line” the work site and
identify the approximate location of all known underground utilities or structures.
1.4 PLANT DELIVERY, QUALITY, AND AVAILABILITY
A.Unauthorized substitutions will not be accepted. If proof is submitted that specific plants or
plant sizes are unobtainable, written substitution requests will be considered for the nearest
equivalent plant or size. All substitution requests must be made in writing and preferably
before the bid due date.
1.5 FINAL INSPECTION
A. All plants will be inspected at the time of Final Inspection prior to receiving a Landscape
Substantial Completion for conformance to specified planting procedures, and for general
appearance and vitality. Any plant not approved by the Project Representative will be
rejected and replaced immediately.
1.6 LANDSCAPE SUBSTANTIAL COMPLETION
A. A Substantial Completion Certificate will only be issued by the Project Representative
for “landscape and irrigation” in their entirety. Substantial Completion will not be
proportioned to be designated areas of a project.
1.7 MAINTENANCE
A.Plant Material: The Contractor is responsible to maintain all planted materials in a healthy
and growing condition for 30 days after receiving a Landscape Substantial Completion at
which time the Guarantee period commences. This maintenance is to include mowing,
weeding, cultivating, fertilizing, monitoring water schedules, controlling insects and diseases,
re-guying and staking, and all other operations of care necessary for the promotion of root
growth and plant life so that all plants are in a condition satisfactory at the end of the
guarantee period. The Contractor shall be held responsible for failure to monitor watering
operations and shall replace any and all plant material that is lost due to improper
application of water.
1.8 GUARANTEE
A.Guarantee: A guarantee period of one year shall begin from end of maintenance period and
final acceptance for trees, shrubs, and ground covers. All plants shall grow and be healthy for
the guarantee period and trees shall live and grow in acceptable upright position. Any plant
not alive, in poor health, or in poor condition at the end of the guarantee period will be
replaced immediately. Any plant will only need to be replaced once during the guarantee
period. Contractor to provide documentation showing where each plant to be replaced is
located. Any outside factors, such as vandalism or lack of maintenance on the part of the
Owner, shall not be part of the guarantee
PART II - PRODUCTS
2.1 LANDSCAPE MATERIALS
A. Tree Staking: All trees shall be staked for one year warranty period. All trees not plumb shall
be replaced. Staked trees shall use vinyl tree ties and tree stakes two (2) inch by two (2) by
eight (8) foot common pine stakes used as shown on the details.
B. Tree Wrap: Tree wrap is not to be used.
C. Mulch: See Plans. All planter beds to receive a minimum 4” layer for trees, shrubs, and
perennials and 1” for groundcovers.
D. Weed Barrier: DeWitt 5 oz. weed barrier fabric. Manufactured by DeWitt Company,
dewittcompany.com or approved equal.
E. Tree, Shrub, and Grass Backfill Mixture; Backfill mixture to be 50% native soil and 50%
topsoil, thoroughly mixed together prior to placement.
F. Topsoil: Required for turf areas, planter beds and Backfill Mixture. Acceptable topsoil shall
meet the following standards:
a. PH: 5.5-7.5
b. EC (electrical conductivity): < 2.0 mmhos per centimeter
c. SAR (sodium absorption ration): < 3.0
d. % OM (percent organic matter): >1%
e. Texture (particle size per USDA soil classification): Sand <70%; Clay < 30%; Silt < 70%,
Stone fragments (gravel or any soil particle greater than two (2) mm in size) < 5% by
volume.
G.Turf Sod: All sod shall be 18 month old as specified on plans (or approved equal) that has
been cut fresh the morning of installation. Only sod that has been grown on a commercial
sod farm shall be used. Only use sod from a single source.
H.Landscape Edging: Headers and Edging six (6) inches by four (4) inches extruded concrete
curb made up of the following materials:
a. Washed mortar sand free of organic material.
b. Portland Cement (see concrete spec. below for type)
c. Reinforced fiber - Specifically produced for compatibility with aggressive alkaline
environment of Portland cement-based composites.
d. Only potable water for mixing.
PART III - EXECUTION
3.1 GRADING
A. Topsoil Preparation: Grade planting areas according to the grading plan. Eliminate uneven
areas and low spots. Provide for proper grading and drainage.
B. Topsoil Placement: Slope surfaced away from building at two (2) percent slope with no
pockets of standing water. Establish finish grades of one (1) inches for planters below grade
of adjacent paved surfaced. Provide neat, smooth, and uniform finish grades. Remove
surplus sub-soil and topsoil from the site.
C. Compaction: compaction under hard surface areas (asphalt paths and concrete surfaces)
shall be ninety-five (95) percent. Compaction under planting areas shall be between
eighty-five (85) and ninety (90) percent.
3.2 TURF GRADING
A. The surface on which the sod is to be laid shall be firm and free from
footprints, depressions, or undulations of any kind. The surface shall be free of all materials
larger than 1/2” in diameter.
B. The finish grade of the topsoil adjacent to all sidewalks, mow-strips, etc. prior to the laying of
sod, shall be set such that the crown of the grass shall be at the same level as the adjacent
concrete or hard surface. No exceptions.
3.3 PLANTING OPERATIONS
A.Review the exact locations of all trees and shrubs with the Project Representative for
approval prior to the digging of any holes. Prepare all holes according to the details on the
drawings.
B. Water plants immediately upon arrival at the site. Maintain in moist condition until planted.
C. Before planting, locate all underground utilities prior to digging. Do not place plants on or
near utility lines.
D. The tree planting hole should be the same depth as the root ball, and three times the
diameter of the root ball.
E. Trees must be placed on undisturbed soil at the bottom of the planting hole.
F. The tree hole depth shall be determined so that the tree may be set slightly high of finish
grade, 1” to 2” above the base of the trunk flare, using the top of the root ball as a guide.
G.Plant immediately after removal of container for container plants.
H. Set tree on soil and remove all burlap, wire baskets, twine, wrappings, etc. before beginning
and backfilling operations. Do not use planting stock if the ball is cracked or broken before or
during planting operation.
I. Apply vitamin B-1 root stimulator at the rate of one (1) tablespoon per gallon.
J. Upon completion of backfilling operation, thoroughly water tree to completely settle the soil
and fill any voids that may have occurred. Use a watering hose, not the area irrigation
system. If additional prepared topsoil mixture needs to be added. It should be a courser mix
as required to establish finish grade as indicated on the drawings.
K. The amount of pruning shall be limited to the minimum necessary to remove dead or injured
twigs and branches. All cuts, scars, and bruises shall be properly treated according to the
direction of the Project Representative. Proper pruning techniques shall be used. Do not
leave stubs and do not cut the leader branch. Improper pruning shall be cause for rejection
of the plant material.
L. Prepare a watering circle of 2' diameter around the trunk. For conifers, extend the watering
well to the drip line of the tree canopy. Place mulch around the planted trees.
3.4 TURF - SOD LAYING
A. Top Soil Amendments: Prior to laying sod, commercial fertilizer shall be applied and
incorporated into the upper four (4) inches of the topsoil at a rate of four pounds of nitrogen
per one thousand (1,000) square feet. Adjust fertilization mixture and rate of application as
needed to meet recommendations given by topsoil analysis. Include other amendments as
required.
B. Fertilization: Three weeks after sod placement fertilize the turf at a rate of ½ pound of
nitrogen per 1000 square feet. Use fertilizer specified above. Adjust fertilization mixture and
rates to meet recommendations given by topsoil analysis.
C. Sod Availability and Condition: The Contractor shall satisfy himself as to the existing
conditions prior to any construction. The Contractor shall be fully responsible for furnishing
and lay all sod required on the plans. He shall furnish new sod as specified above and lay it so
as too completely satisfy the intent and meaning of the plans and specification at no extra
cost to the owner. In the case of plans and specification at no extra cost to the owner. In the
case of any discrepancy in the amount of sod to be removed or amount to be used, it shall be
the Contractor's responsibility to report such to the Project Representative prior to
commencing the work.
D. Sod Laying: The surface upon which the new sod to be laid will be prepared as specified
above. Areas where sod is to be laid shall be cut trimmed, or shaped to receive full width sod
(minimum twelve (12) inches). No partial strip or pieces will be accepted.
E. Sod shall be tamped lightly as each piece is set to insure that good contact is made between
edges and also the ground. Sod laid on any sloped areas shall be anchored with wooden
dowels or other materials which are accepted by the grass sod industry.
F. Apply water directly after laying sod. Rainfall is not acceptable.
G.Watering of the sod shall be the complete responsibility of the Contractor by whatever
means necessary to establish the sod in an acceptable manner to the end of the Maintenance
period. If an irrigation system is in place on the site, but for whatever reason, water is not
available in the system. It is the responsibility of the Contractor to water the sod by whatever
means, until the sod is accepted by the Project Representative.
H.Protection of the newly laid sod shall be the complete responsibility of the Contractor. The
Contractor shall provide acceptable visual barriers, to include barricades set appropriate
distances with strings or tapes between barriers, as an indication of new work. The
Contractor is to restore any damaged areas caused by others (including vehicular traffic),
erosion, etc, until such time as the lawn is accepted by the Owner.
I. All sod that has not been laid within 24 hours shall be deemed unacceptable and will be
removed from the site.
3.5 WEED BARRIER
A.Cut a slit or x at each plant location no larger than necessary to install plant.
B. Overlap rows of fabric min. 6”
C. Stable fabric edges and overlaps to ground.
END OF SECTION
LANDSCAPE PLAN SPECIFICATIONS
NO. REVISION DATE
1
2
3
4
5
6
7
02-12-2017 ID17008
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
LP1.7 LP1.8
LP1.9 LP1.10
LP1.11 LP1.12
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 28 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 176 2 GAL HIGH
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 188 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 124 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 113 1 GAL MODERATE
'LIMEMOUND'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 156 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 168 1 GAL MODERATE'HEAVY METAL'
ZS ZELKOVA SERRATA JAPANESE 11 2" CAL LOWZELKOVA
CO CERCIS OCCIDENTALIS COMMON HACKBERRY 34 2" CAL. LOW
AP'E ACER PLATANOIDES EMERALD QUEEN 12 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 18 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 18 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 24 6'-8' TALL LOW
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 33 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 34 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 28 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 8 2" CAL. LOWOAK
PN'A PINUS NIGRA ARNOLD SENTINEL 76 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 28 6'-8' TALL LOWSPRUCE
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
25 TREE 7 4
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 40 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
PRELIMINARY CODE
5.10.90. LANDSCAPING PER UNIT.
THE INTENT IS TO HAVE A VARIETY OF PLANT MATERIALS TO GIVE COLOR AND TEXTURE; TO DIRECT TRAFFIC;
TO FRAME VIEWS; AND TO SCREEN UNDESIRABLE VIEWS.
a.MINIMUM. A MINIMUM OF THREE (3), ONE AND ONE-HALF (1½”) INCH CALIPER DECIDUOUS TREES OR
FOUR (4') FEET TALL EVERGREEN TREES, AND FOUR (4) SHRUBS SHALL BE PLANTED FOR EACH LOT IN A PUD
SUBDIVISION, AS WELL AS BUILDING FOUNDATION PLANTING OF APPROPRIATE SHRUBS, FLOWERS, OR
GROUND COVERS.
b.DESIGN THEME. LANDSCAPING IN THE PARK STRIP IN THE STREET RIGHT-OF-WAY SHALL HAVE A UNIFIED
DESIGN THEME IN PUD SUBDIVISIONS. MULTIPLE FAMILY PUD'S SHALL PROVIDE A MINIMUM OF ONE (1)
DECIDUOUS OR EVERGREEN TREE PER TWO (2) UNITS, AND TWO (2) SHRUBS PER UNIT.
c.LANDSCAPE PLAN. APPLICANT MAY PROVIDE A LANDSCAPE PLAN THAT VARIES FROM THESE
REQUIREMENTS TO THE PLANNING AND ZONING COMMISSION FOR APPROVAL AS MEETING THE “SPIRIT” OF
THE REQUIREMENTS.
d.DECIDUOUS TREES. THE PLACEMENT AND TYPES OF DECIDUOUS TREES SHALL TAKE INTO CONSIDERATION
USE OF THE TREES FOR SUMMER COOLING AND WINTER SOLAR ACCESS.
e.EVERGREEN TREES. EVERGREEN TREES SHOULD BE USED AS WINDBREAKS, SCREENING, AND ACCENT
PLANTINGS.
f. WATER CONSERVATION. THE MAJORITY OF NEW PLANT MATERIAL USED FOR LANDSCAPING THE
DEVELOPMENT SHOULD BE WATER CONSERVING PLANTS. THE LANDSCAPING DESIGN SHALL LOCATE PLANT
MATERIALS IN SIMILAR WATER USAGE DEMAND ZONES TO INSURE PROPER IRRIGATION COVERAGE AND
REDUCE WASTEFUL IRRIGATION COVERAGE AND REDUCE WASTEFUL WATERING. NATIVE PLANTS ARE
PREFERRED.
SITE REQUIREMENT CALCULATIONS
LANDSCAPE REQUIREMENTS REQ'D:PROVIDED:
RE-LANDSCAPED AREA 100%
STREET TREE BOULEVARD: 1 TREE /50 LINEAR FT. 31 EACH SIDE 31/SIDE
YELLOWSTONE HIGHWAY - BERM WITH TREES FOR DESIGN INTENT 56
BUILDING TREE/SHRUB CALCULATIONS
TYPE A 15 / 60 16
TYPE B 10 / 40 16
TYPE 1 2 / 8 6
TYPE 2 3 / 12 6
TYPE 3 4 / 14 6
SINGLE FAMILY LOTS 1 STREET TREE/LOT LINE
TRASH ENCLOSURES: SCREENING WALL WITH VEGETATION TO SCREEN STRUCTURE
LANDSCAPE POINTS
SHADE TREES. AREAS WITH FIVE (5) OR MORE UNCOVERED PARKING STALLS ARE DESIGNED TO INCLUDE MINIMUM TWO (2”) INCH CALIPER TREES
LOCATED IN SUCH A MANNER AS TO SHADE FIFTY (50%) PERCENT OF THE PARKING AREA UPON MATURATION OF THE TREES
EXTRA TREES. DESIGN AND PLANTING MORE THAN THE MINIMUM NUMBER OF TREES, SHRUBS, AND PERENNIALS PER DWELLING UNIT IN THE
DEVELOPMENT. (UP TO 20 POINTS)
SOFTEN FENCE APPEARANCE. AREAS WHICH ARE TO BE SCREENED USE A SOLID NON-SEE-THROUGH WOOD OR MASONRY FENCE AND
LANDSCAPING WHICH ACTS TO SOFTEN THE APPEARANCE OF THE FENCE. LANDSCAPING MAY BE VINES, SHRUBS, OR TREES. (UP TO 15 POINTS)
DESIGNED PLAN. OPEN GREEN SPACE IS DESIGNED (NOT LEFT OVER SPACE BETWEEN BUILDINGS) AND FLOWS UNINTERRUPTED THROUGH THE
ENTIRE DEVELOPMENT LINKING DWELLINGS AND RECREATION AMENITIES. (UP TO 25 POINTS)
MULTIPLE USE. STORM WATER DETENTION FACILITIES ARE DESIGNED AND USED FOR MULTIPLE PURPOSES WHICH BLEND WITH THE OVERALL
THEME OF THE OPEN SPACE DESIGN I.E., SHAPE OF THE AREA IS FREE FLOWING, THE GRADING AND LANDSCAPING ARE CARRIED OUT IN SUCH A
MANNER THAT THE USE AS A DETENTION POND IS NOT DISCERNIBLE. (UP TO 20 POINTS)
NATIVE PLANTS. NATIVE PLANTS ARE USED FOR COMMON OPEN SPACE ELEMENTS. (UP TO 15 POINTS)
DROUGHT TOLERANT PLANTS. DROUGHT TOLERANT PLANTS ARE USED FOR COMMON OPEN SPACE ELEMENTS. (UP TO 10 POINTS)
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40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
PG'P
PG'P
M'S
M'S
QR'F QR'F
PN'APN'AZS'M
ZS'M
ZS'MZS'M
CA'F
CA'F
CA'F
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BT'C
BT'C
BT'C
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BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
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JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW CA'F CA'FCA'F CA'FCA'FCA'F CA'F R'NWR'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'FCA'F
CA'F CA'F
CA'FCA'F
CA'FCA'F
MS'A
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MS'A
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MS'A
MS'A
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MS'A
MS'AMS'A
MS'A
MS'AMS'A MS'A
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SB'L
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SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L SB'L
SB'L
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RF'GRF'G
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RF'G
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SB'L
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RF'G
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FA'A
FA'A
FA'A
FA'A
FA'A
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CO CO
CO CO
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PN'A
PN'A
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CA'F
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CA'F
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CA'F
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'BJH'BJH'B
JH'BJH'BJH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'H PV'H
PV'H
PV'H PV'H
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R'NW
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QR'F QR'F
PN'A
PN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'F CA'F R'NWR'NW
R'NW
R'NW
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R'NW
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BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
TYPE 3 TYPE 3
TYPE 1
TYPE 1
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.7
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 28 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 176 2 GAL HIGH
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 188 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 124 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 113 1 GAL MODERATE
'LIMEMOUND'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 156 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 168 1 GAL MODERATE'HEAVY METAL'
ZS ZELKOVA SERRATA JAPANESE 11 2" CAL LOWZELKOVA
CO CERCIS OCCIDENTALIS COMMON HACKBERRY 34 2" CAL. LOW
AP'E ACER PLATANOIDES EMERALD QUEEN 12 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 18 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 18 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 24 6'-8' TALL LOW
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 33 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 34 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 28 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 8 2" CAL. LOWOAK
PN'A PINUS NIGRA ARNOLD SENTINEL 76 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 28 6'-8' TALL LOWSPRUCE
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
25 TREE 7 4
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 40 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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 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 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 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 W W W W W W W 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
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
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
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
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
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
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
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
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
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
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
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
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
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
40' CLEAR
VIEW AREA
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
CO
CO
PN'A PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
SJ
SJ SJ
SJ
ZS ZS ZS ZS ZS
MS'A
MS'A MS'A
MS'A
MS'A MS'A
MS'A
MS'A MS'A
MS'A
MS'A MS'A
MS'A
MS'A MS'A
MS'A
MS'A MS'A
MS'A MS'A
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'L
SB'L
MS'A
MS'A
MS'A
MS'A
MS'AMS'A
PN'A
PN'A
SB'L
SB'L
SB'L
SB'LSB'LSB'L
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
CA'FCA'F
CA'F CA'F
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H PV'H
PV'H
R'NW
R'NW
R'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
R'NW
R'NW
R'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H PV'H
PV'H
R'NW
R'NW
R'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
R'NW
R'NW
R'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H PV'H
PV'H
R'NW
R'NW
R'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NW
R'NW
TYPE 3 TYPE 3
TYPE 3
TYPE 2
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.8
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 28 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 176 2 GAL HIGH
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 188 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 124 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 113 1 GAL MODERATE
'LIMEMOUND'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 156 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 168 1 GAL MODERATE'HEAVY METAL'
ZS ZELKOVA SERRATA JAPANESE 11 2" CAL LOWZELKOVA
CO CERCIS OCCIDENTALIS COMMON HACKBERRY 34 2" CAL. LOW
AP'E ACER PLATANOIDES EMERALD QUEEN 12 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 18 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 18 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 24 6'-8' TALL LOW
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 33 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 34 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 28 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 8 2" CAL. LOWOAK
PN'A PINUS NIGRA ARNOLD SENTINEL 76 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 28 6'-8' TALL LOWSPRUCE
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
25 TREE 7 4
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 40 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
50.0'
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
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
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
50.0'
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
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
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
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
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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
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
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
W
W
W
W
W
W
W
W
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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS
CLUBHOUSE
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
CO
CO
CO
FA'AA
A
A'A
FA'AA'A
PA
PA
PA
PA
PA
PA
PA
PA
PN
PN
PN
PN
PN
PN
PN
PN
PN'A
PN'A
SJ
SJ
SJ
SJ
MS'A
MS'A MS'A
MS'A
MS'A MS'A
SB'L
SB'L
SB'L
SB'L
R'NW
R'NWR'NW R'NW
R'NW
R'NWCA'F
CA'F CA'F CA'F CA'F
CA'F
CA'F
CA'F
CA'F
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
MS'A MS'A
MS'A MS'A
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
BT'C BT'C
BT'C
BT'C
BT'C BT'C
BT'C BT'C
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
PN'A
PN'A
MS'A
MS'A MS'A
MS'A
MS'A MS'A
SB'L
SB'L
SB'L
SB'L
ZS'M
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
ZS'M
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
R'NW
R'NWR'NW R'NW
R'NW
R'NWCA'F
CA'F CA'F CA'F CA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'F CA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NW
R'NW
BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H PV'H
PV'H
R'NW
R'NW
R'NW
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'F CA'F CA'F CA'FCA'FBT'C BT'CBT'CPG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NW
R'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H PV'H
PV'H
R'NW
R'NW
R'NW
ZS'M
JH'B
CA'B
PP'GPV'H
PV'H
PV'H
ZS'M
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
TYPE 1
TYPE 1
TYPE
2
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.10
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 28 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 176 2 GAL HIGH
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 188 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 124 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 113 1 GAL MODERATE
'LIMEMOUND'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 156 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 168 1 GAL MODERATE'HEAVY METAL'
ZS ZELKOVA SERRATA JAPANESE 11 2" CAL LOWZELKOVA
CO CERCIS OCCIDENTALIS COMMON HACKBERRY 34 2" CAL. LOW
AP'E ACER PLATANOIDES EMERALD QUEEN 12 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 18 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 18 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 24 6'-8' TALL LOW
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 33 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 34 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 28 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 8 2" CAL. LOWOAK
PN'A PINUS NIGRA ARNOLD SENTINEL 76 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 28 6'-8' TALL LOWSPRUCE
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
25 TREE 7 4
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 40 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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TOWNS
CO CO CO CO CO
FA'A
FA'A
FA'A
CO
CO
CO
COCO
COCO
CO
CO
FA'A
FA'A
FA'A
FA'A
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PA
PA
PA
PA
PA
PA
PA
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PA
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PNPN
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PNPN
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SJSJ
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MS'A
MS'AMS'A
MS'A
MS'A MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'A
MS'A
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JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.10
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 28 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 176 2 GAL HIGH
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 188 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 124 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 113 1 GAL MODERATE
'LIMEMOUND'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 156 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 168 1 GAL MODERATE'HEAVY METAL'
ZS ZELKOVA SERRATA JAPANESE 11 2" CAL LOWZELKOVA
CO CERCIS OCCIDENTALIS COMMON HACKBERRY 34 2" CAL. LOW
AP'E ACER PLATANOIDES EMERALD QUEEN 12 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 18 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 18 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 24 6'-8' TALL LOW
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 33 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 34 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 28 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 8 2" CAL. LOWOAK
PN'A PINUS NIGRA ARNOLD SENTINEL 76 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 28 6'-8' TALL LOWSPRUCE
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
25 TREE 7 4
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 40 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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40' CLEAR
VIEW AREA
FA'A
FA'A
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CO
CO
COCO
CO
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FA'A
FA'A
FA'A
FA'A
SJSJ
AP'E AP'E AP'E AP'E AP'E AP'E
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'SZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'BJH'BJH'B
JH'BJH'BJH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'H PV'H
PV'H
PV'H PV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
PN'A
PN'A
SB'LSB'L
SB'L
SB'L
RF'G
RF'G
RF'G
RF'GRF'G
RF'GRF'G
RF'GRF'G
RF'G
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SB'L
PN'A
PN'A
MS'A
MS'A
MS'A
MS'AMS'A
MS'A
MS'A
MS'A
MS'A
MS'A
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PN'A
PN'A
PN'A
PN'A
PN'A
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R'NW
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R'NW
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BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
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PN'APN'A
ZS'MZS'M
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R'NW
R'NW
R'NWR'NW
R'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
MS'A
MS'A MS'A
MS'A
MS'AMS'A
PN'APN'A
MS'A
MS'A MS'A
MS'A
MS'AMS'A
PN'APN'A
SB'LSB'LSB'L
SB'L
SB'L
SB'L
SB'L
RF'GRF'G
RF'GRF'G
RF'G
RF'GRF'G
RF'GRF'G
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PN'A
SB'LSB'L
SB'L
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CA'F CA'F
CA'FCA'F
CA'FCA'F
CA'FCA'F
CA'F CA'F
CA'FCA'F
CA'FCA'F
TYPE 3 TYPE 3
TYPE 1
TYPE 1
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.11
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 28 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 176 2 GAL HIGH
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 188 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 124 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 113 1 GAL MODERATE
'LIMEMOUND'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 156 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 168 1 GAL MODERATE'HEAVY METAL'
ZS ZELKOVA SERRATA JAPANESE 11 2" CAL LOWZELKOVA
CO CERCIS OCCIDENTALIS COMMON HACKBERRY 34 2" CAL. LOW
AP'E ACER PLATANOIDES EMERALD QUEEN 12 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 18 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 18 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 24 6'-8' TALL LOW
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 33 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 34 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 28 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 8 2" CAL. LOWOAK
PN'A PINUS NIGRA ARNOLD SENTINEL 76 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 28 6'-8' TALL LOWSPRUCE
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
25 TREE 7 4
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 40 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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FA'A
FA'A
FA'A
FA'A
AP'E AP'E AP'E AP'E AP'EAP'E
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
MS'A
MS'A MS'A
SB'L
SB'L
PN'A
PN'A
MS'A
MS'A MS'A
MS'A
MS'A MS'A
PN'A
PN'A
MS'A
MS'A MS'A
MS'A
MS'A MS'A
SB'L
SB'L
SB'L
SB'L
PN'A
PN'A
SB'L
SB'L
SB'LSB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
PN'A
PN'A
MS'A
MS'A MS'A
MS'A
MS'AMS'A
PN'APN'A
SB'L
SB'L SB'LSB'L
PN'A
PN'A
MS'A
MS'A MS'A
MS'A
MS'A MS'A
SB'L
SB'LSB'L
SB'L
SB'L
SB'L
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'GPV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NW
R'NW
BT'C BT'CBT'C BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H PV'H
PV'H
R'NW
R'NW
R'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H PV'H
PV'H
R'NW
R'NW
R'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NW
R'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'H PV'H
PV'H
R'NW
R'NW
R'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NW
R'NW
PN'A
PN'A
SB'L
SB'L
SB'LSB'L
CA'F
CA'F
CA'F CA'F
TYPE 3
TYPE 2
TYPE 3
TYPE 3
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.13
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SITE MATERIALS (TOTALS FOR WHOLE SITE)
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 28 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 176 2 GAL HIGH
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 188 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 124 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 113 1 GAL MODERATE
'LIMEMOUND'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
MS'A MISCANTHUS SINENSIS ADAGIO MAIDEN 156 1 GAL LOW'ADAGIO' GRASS
MS'D MISCANTHUS SINENSIS DWARF VARIEGATED 72 1 GAL. LOW'DIXIELAND' MAIDEN GRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 168 1 GAL MODERATE'HEAVY METAL'
ZS ZELKOVA SERRATA JAPANESE 11 2" CAL LOWZELKOVA
CO CERCIS OCCIDENTALIS COMMON HACKBERRY 34 2" CAL. LOW
AP'E ACER PLATANOIDES EMERALD QUEEN 12 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PA PLATANUS X ACERIFOLIA LONDON PLANE TREE 18 2" CAL. LOW
SJ SOPHORA JAPONICA JAPANESE PAGODA 18 2" CAL. MODERATETREE
PN PINUS NIGRA AUSTRIAN PINE 24 6'-8' TALL LOW
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 33 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 34 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
M'S MALUS X 'SPRING SNOW' SPRING SNOW 28 2" CAL. LOWCRABAPPL
QR'F QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH 8 2" CAL. LOWOAK
PN'A PINUS NIGRA ARNOLD SENTINEL 76 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 28 6'-8' TALL LOWSPRUCE
PG'P PICEA GLAUCA 'PENDULA' WEEPING WHITE 28 6'-8' TALL LOWSPRUCE
25 TREE 7 4
PERENNIAL LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
RF'G RUDBECKIA FULGIDATA BLACK EYED SUSAN 40 1 GAL. LOWSULLIVANTII 'GOLDSTRUM'
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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S S
S
S S
S
S
S
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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
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
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
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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 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 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 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 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 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
W W W W W W
WV
S
S
WV
D
D
D
D D D
S
S
S
D DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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
D
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
DSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
D
D
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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
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
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
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
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
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
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
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
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
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
DSD
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
SD
SD
SD
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSD
SDSD
SDSDSDSDSDSDSDSD
SDSDSD
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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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
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
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSD
SDSDSDSDSD
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
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
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
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
YE
L
L
O
W
S
T
O
N
E
H
W
Y
CL
U
B
H
O
U
S
E
PO
O
L
VILLAGE
SUITES PAVILION
TYPE A
TYPE A
TYPE ATYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TOT LOT
TYPE B
TYPE B
TYPE B
CLUBHOUSE
TOWNS
MONUMENT
SIGN
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
PP'G
PP'G
PP'G
PP'GPP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S PO'S
CA'B CA'B
CA'BCA'B
JH'B
JH'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
PO'S PO'S
RF'R
RF'R
RF'R
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PV'H
PV'H
PV'H
PV'H
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'FCA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
BT'CBT'C
BT'C
BT'CBT'C
BT'CBT'CBT'C
BT'C
BT'CBT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'D
PF'G PF'G
PF'GPF'G
MS'DMS'D
MS'DMS'DMS'D
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
JH'B
JH'B
JH'B
JH'B
H'LBH'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LBH'LB
H'LBH'LB
H'LB
H'LB
H'LB
H'LBH'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
RF'G
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'GRF'G
RF'GRF'G
RF'G
PN'APN'A
PN'APN'A
ZS'M ZS'M
ZS'MZS'M
M'S
M'S M'S
M'S
QR'F QR'F
QR'FQR'F
M'P
M'PM'P
M'P
ZS'M
ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'MZS'M
PG'P
PG'P
M'S
M'S
QR'F QR'F
PN'APN'AZS'M
ZS'M
ZS'MZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW CA'F CA'FCA'F CA'FCA'FCA'FCA'F R'NWR'NWR'NW
R'NW
R'NWR'NW
R'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'FCA'F
CA'FCA'F
CA'F CA'F
CA'FCA'FCA'FCA'F
MS'AMS'A
MS'A
MS'A
MS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'A
MS'AMS'AMS'AMS'AMS'A MS'A
MS'AMS'A
MS'A
MS'AMS'A SB'LSB'LSB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
RF'G
RF'G
RF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'G
SB'L
SB'L
SB'LSB'L
RF'GRF'GRF'GRF'G
RF'G
RF'GRF'GRF'GRF'GRF'G
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
CO
CO CO CO CO CO
CO
CO CO
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'AFA'A
FA'A
FA'A
FA'AFA'A
FA'AFA'A
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
CO
CO
CO
CO
COCO
CO
CO
COCO
COCO
CO
CO
FA'AFA'A
FA'A
FA'A
FA'AFA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A FA'A
FA'A
FA'A
FA'A FA'A
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PAPA
PN'APN'A
PN'APN'A
PN
PNPN
PN
PN
PN
PN
PN
PN
PNPN
PNPN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN'A PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'APN'A PN'APN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
SJ
SJ SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJSJ
SJ
SJ SJ
SJSJ
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS ZS
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
MS'A
MS'AMS'AMS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
SB'LSB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'L
SB'LSB'L
SB'LSB'LSB'L
MS'A
MS'A
MS'A
MS'A
MS'AMS'A
PN'A
PN'A
SB'L
SB'L
SB'L
SB'LSB'LSB'L
R'NW
R'NWR'NW R'NW
R'NW
R'NWCA'F
CA'F CA'F CA'FCA'F
CA'F
CA'F
CA'F
CA'F
MS'A MS'A
MS'A
MS'AMS'A
MS'A
MS'A MS'A
MS'A MS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
MS'A
MS'A
MS'A
MS'A
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
SJSJ
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E AP'E
AP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'EAP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
SJ
SJ
SJSJ
ZS
ZS
ZS
ZS
SJ
ZS
ZS
ZS
ZS
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
PN
PN
PN
PN
PN
PN
PN
PNPN
PN
PNPNPNPN
PN
PNPN
PN
PN
PN
PN
PN
PN
PN PN PN PN PN PN PN PN PN PN
PN PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN ZS
ZS
ZS
ZS ZS ZS
PN
PN
PN
PN
CPCP CP CP CP
CP
CP
CP
CP CP CP CP CP CP CP CP
CP
CP
CP
CP CP
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A FA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
PN'A PN'A
PN'A
PN'A PN'A
PN'A
PN'A
PN'A
PN'A
ZS
ZS
ZS
ZS
FA'A
FA'A
FA'A
FA'A
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'PAT'P
AT'PAT'P
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
AT'P AT'P
AT'P AT'PAT'PAT'P
AT'PAT'P
PN'A
PN'A
PN'APN'APN'APN'APN'APN'A
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
MS'A MS'A
MS'AMS'A
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
BT'C BT'C
BT'C
BT'C
BT'C BT'C
BT'C BT'C
CA'F
CA'FCA'F
CA'F
CA'FCA'F
CA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'F
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'G
RF'GRF'G
RF'GRF'G
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'BJH'BJH'BJH'BJH'B
JH'B JH'B
JH'B JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'A
MS'AMS'AMS'A
MS'A MS'A
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B CA'B CA'B
CA'B
CA'B
CA'B
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C BT'C
BT'C
BT'C
BT'C
BT'CBT'CBT'CBT'C
BT'C
BT'C BT'C BT'C BT'C BT'C
SB'LSB'L
SB'LSB'L
SB'LSB'L
SB'LSB'L
SB'L SB'L SB'L
SB'L
SB'LSB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'LSB'L
SB'L SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'LSB'LSB'LSB'L
SB'L SB'L
SB'L SB'L
SB'L SB'L
SB'LSB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L
SB'L
SB'L SB'L
SB'L
SB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'L SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'L
SB'LSB'L
SB'L SB'L
SB'L
CS'K
CS'K
CS'K
CS'KCS'KCS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'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'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'KCS'K
CS'K CS'K
CS'KCS'KCS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'KCS'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'KCS'K
CS'K
CS'K CS'K
CS'K
CS'K
CS'K
SB'L
SB'L
CS'K CS'K CS'K
CS'KCS'K
CS'KCS'KCS'KCS'K
CS'KCS'K
CS'K CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
PV'H PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'HPV'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 PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
BT'C
BT'C
BT'C
BT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
BT'C
CA'FCA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
CA'BCA'B CA'B
CA'B CA'B
CA'B
CA'B
CA'B
CA'B
CA'B
CA'B CA'B
PG'P
PG'P
M'S
M'SZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'BJH'BJH'B
JH'BJH'BJH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'SZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'BJH'BJH'B
JH'BJH'BJH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
PG'P
PG'P
M'S
M'S ZS'M
ZS'M
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
JH'B JH'B JH'B
JH'B JH'B JH'B
CA'B
CA'B
PP'G
PP'G
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
PV'H
PV'HPV'H
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
SB'LSB'L
SB'L
SB'L
SB'LSB'LSB'L
PN'A
PN'A
SB'LSB'LSB'L
SB'L
RF'G
RF'G
RF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'G
SB'L
SB'L
PN'A
PN'A
PN'A
PN'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
SB'L
SB'L
SB'L
SB'L
PN'A
PN'A
MS'AMS'AMS'A
MS'A
MS'AMS'A
PN'A
PN'A
MS'A
MS'AMS'A
MS'AMS'AMS'A
SB'L
SB'L
SB'L
SB'L
PN'A
PN'A
SB'LSB'L
SB'LSB'LSB'L
SB'LSB'L
SB'L
SB'L
SB'LSB'L
SB'L
PN'A
PN'A
MS'AMS'A
MS'A
MS'AMS'A
MS'AMS'AMS'A
MS'A
MS'AMS'A
MS'A
PN'A
PN'A
PN'A
PN'A
PN'A
PN'A
QR'F QR'F
PN'A
PN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'F CA'F R'NWR'NW
R'NW
R'NW
R'NWR'NWR'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
CA'FCA'F
CA'F CA'F
QR'F
QR'F
PN'APN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'F CA'F R'NWR'NWR'NW
R'NW
R'NWR'NWR'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
QR'F QR'F
PN'APN'A
ZS'MZS'M
CA'F CA'FCA'F CA'FCA'FCA'FCA'F R'NWR'NWR'NW
R'NW
R'NWR'NWR'NW
R'NW
BT'CBT'CBT'C BT'CBT'CBT'C
BT'C BT'CBT'C
JH'B
JH'B JH'B JH'B
JH'B
JH'B
MS'A
MS'AMS'A
MS'A
MS'AMS'A
PN'APN'A
MS'A
MS'AMS'A
MS'A
MS'AMS'A
PN'APN'A MS'AMS'AMS'A
MS'A
MS'AMS'A
PN'APN'A
SB'LSB'L SB'LSB'L
PN'A
PN'A
MS'A
MS'AMS'A
MS'AMS'AMS'A
SB'L
SB'LSB'L
SB'LSB'LSB'L
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'H
PV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
R'NW
R'NWR'NW R'NW
R'NW
R'NWCA'F
CA'F CA'F CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
CA'FCA'FCA'F CA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NWR'NW
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'FCA'F CA'F CA'FCA'FBT'C BT'CBT'CPG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'GPV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
BT'C BT'CBT'C BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'FCA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'FCA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'L
RF'GRF'GRF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'GPN'A
PN'A
SB'LSB'LSB'L
SB'L
PN'A
PN'A PN'A
PN'A
SB'L
SB'L
SB'LSB'L
CA'FCA'FCA'F CA'F
CA'FCA'FCA'FCA'F
CA'FCA'FCA'F CA'F
CA'FCA'FCA'FCA'F CA'FCA'F
CA'F CA'F
CA'F
CA'F
CA'F
CA'F
CA'B CA'B
CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'FCA'F
CA'F CA'F
CA'F
BT'C
BT'C
BT'C
BT'C BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
H'LBH'LB
H'LB
H'LB
H'LB
H'LBH'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'PM'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
CA'B CA'B
CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'FCA'F
CA'F CA'F
CA'F
BT'CBT'C
BT'C
BT'C BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
H'LBH'LB
H'LB
H'LB
H'LB
H'LB H'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'PM'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
PP'G
PP'G
PP'G
PP'GPP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S PO'S
JH'B
JH'B
PO'S PO'S
RF'R
RF'R
RF'R
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PV'H
PV'H
PV'H
PV'H
CA'FCA'F
CA'F
CA'FCA'F
CA'F
BT'CBT'C
BT'C
BT'CBT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
MS'D
PF'G PF'G
PF'GPF'G
MS'DMS'D
MS'DMS'DMS'D
JH'B
JH'B
JH'B
JH'B
H'LBH'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LBH'LB
RF'G
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'GRF'G
RF'GRF'G
RF'G
ZS'M ZS'M
ZS'MZS'M
M'S
M'S M'S
M'S
QR'F QR'F
QR'FQR'F
PN'APN'A
PN'APN'A
PP'G PP'GPP'G PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'H
PV'H
PV'H
CA'F
CA'F CA'F
CA'F
CA'FCA'F
BT'C BT'C
CS'KCS'KCS'KCS'KCS'KCS'K
MS'D
PF'G
PF'GPF'G
PF'G
MS'D
MS'D
MS'D
MS'D
MS'D
JH'B
JH'BJH'B
JH'B
H'LB
H'LB
H'LB
H'LB
H'LB PF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
ZS'M
ZS'M
ZS'M
ZS'M
M'SM'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
BT'C
BT'C
CS'KCS'KCS'K
CS'KCS'KCS'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'LB
H'LBH'LB
H'LB
H'LB
PF'G
PF'G H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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
BT'C BT'C
PP'G
PP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
R'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
BT'C
BT'C
CS'KCS'K
CS'K
CS'KCS'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'LB
H'LB
H'LB
H'LB
H'LB
PF'G
PF'G H'LB
H'LBH'LB
H'LB
H'LB
RF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'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'KCS'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'LB
H'LBH'LB
H'LB
H'LB
PF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B JH'B
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'HPV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'FCA'F BT'C
BT'C
CS'KCS'KCS'K
CS'KCS'KCS'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'LB
H'LB
H'LB
H'LB
H'LBPF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'GRF'G
RF'G
RF'G
RF'G
RF'GRF'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'GPP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'BJH'B
PO'S
PO'S
RF'R RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F CA'F
BT'C
BT'C
CS'KCS'KCS'K
CS'K CS'KCS'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'LB
H'LB
H'LB
H'LB
H'LBPF'G
PF'GH'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'L
SB'LSB'L
CS'K CS'K
CS'K
PN'A
PN'A
AT'P
SB'L
SB'LSB'L
CS'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'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PP'G
PP'G
PP'G
PP'G
PN'A
PN'A
PO'S
B'GM
B'GM
B'GM
PO'S
B'GM
JH'B
JH'B
PP'G
R'NWR'NW
R'NW
JH'B
PP'G
R'NW
R'NWR'NW
JH'B
RF'R
RF'R
RF'R
RF'R
RF'R
RF'R
SB'L
SB'L
CS'KCS'K
CS'KCS'K
SB'L
SB'L
PP'G
R'NW
R'NW
R'NW
JH'B
PP'G
R'NW
R'NW
R'NW
JH'B
RF'R
RF'R
RF'R
RF'R
RF'R
RF'R
SB'L
SB'L
CS'KCS'K
CS'KCS'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'CBT'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'BPV'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'CBT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'CBT'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'BPV'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'L
SB'LSB'L
SB'L
SB'LSB'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'HJH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'BSB'L
SB'LSB'LSB'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
PV'H PV'H
PV'H
SB'L
SB'LSB'L
PV'H
PV'H
SB'L
SB'LSB'L
PV'H
PV'H
SB'LSB'L
SB'L SB'L
SB'LSB'L
SB'L SB'L
B'GM
B'GM
B'GM
B'GM
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F CA'F CA'F CA'F CA'F CA'F CA'F CA'F CA'F
CA'FCA'F
CA'F
CA'F
CA'FCA'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'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'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'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'F
CA'FCA'F
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'HPV'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
TYPE 3 TYPE 3
TYPE 1
TYPE 1
TYPE 3 TYPE 3
TYPE 1
TYPE 1
TYPE 3 TYPE 3
TYPE 3
TYPE 3
TYPE 1
TYPE 1
TYPE 2
TYPE 2
TYPE 3
TYPE 3
LP-COVER
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION DEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
GRAPHIC SCALE: 1" =150'
600'300'150'75'0'
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
LANDSCAPE ARCHITECT / PLANNER
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
PART 1 - GENERAL
1.1 SUMMARY
A. This section includes landscape procedures for the Project including all labor, materials, and
installation necessary, but not limited to, the following:
1. Soil Amendments
2. Fine Grading
3. Cultivation
4. Landscape Edging
5. Turf Planting
6. Furnish and Installing Plant
7. Maintenance
8. Mowing
9. Weeding
1.2 SITE CONDITIONS
A.Examination: Before submitting a Bid, each Contractor shall carefully examine the Contract
Documents; shall visit the site of the Work; shall fully inform themselves as to all existing
conditions and limitations; and shall include in the Bid the cost of all items required by the
Contract Documents are at a variance with the applicable laws, building codes, rules,
regulations, or contain obvious erroneous or uncoordinated information, the Contractor shall
promptly notify the Project Representative and the necessary changes shall be accomplished
by Addendum.
B. Protection: Contractor to conduct the Work in such a manner to protect all existing
underground utilities or structures. Contractor to repair or replace any damaged utility or
structure using identical materials to match existing at no expense to the Owner.
C. Irrigation System: Do not begin planting until the irrigation system is completely installed, is
adjusted for full coverage and is completely operational.
1.3 PERMITS
A.Blue Stake/ Dig Line: When digging is required, “Blue Stake” or “Dig Line” the work site and
identify the approximate location of all known underground utilities or structures.
1.4 PLANT DELIVERY, QUALITY, AND AVAILABILITY
A.Unauthorized substitutions will not be accepted. If proof is submitted that specific plants or
plant sizes are unobtainable, written substitution requests will be considered for the nearest
equivalent plant or size. All substitution requests must be made in writing and preferably
before the bid due date.
1.5 FINAL INSPECTION
A. All plants will be inspected at the time of Final Inspection prior to receiving a Landscape
Substantial Completion for conformance to specified planting procedures, and for general
appearance and vitality. Any plant not approved by the Project Representative will be
rejected and replaced immediately.
1.6 LANDSCAPE SUBSTANTIAL COMPLETION
A. A Substantial Completion Certificate will only be issued by the Project Representative
for “landscape and irrigation” in their entirety. Substantial Completion will not be
proportioned to be designated areas of a project.
1.7 MAINTENANCE
A.Plant Material: The Contractor is responsible to maintain all planted materials in a healthy
and growing condition for 30 days after receiving a Landscape Substantial Completion at
which time the Guarantee period commences. This maintenance is to include mowing,
weeding, cultivating, fertilizing, monitoring water schedules, controlling insects and diseases,
re-guying and staking, and all other operations of care necessary for the promotion of root
growth and plant life so that all plants are in a condition satisfactory at the end of the
guarantee period. The Contractor shall be held responsible for failure to monitor watering
operations and shall replace any and all plant material that is lost due to improper
application of water.
1.8 GUARANTEE
A.Guarantee: A guarantee period of one year shall begin from end of maintenance period and
final acceptance for trees, shrubs, and ground covers. All plants shall grow and be healthy for
the guarantee period and trees shall live and grow in acceptable upright position. Any plant
not alive, in poor health, or in poor condition at the end of the guarantee period will be
replaced immediately. Any plant will only need to be replaced once during the guarantee
period. Contractor to provide documentation showing where each plant to be replaced is
located. Any outside factors, such as vandalism or lack of maintenance on the part of the
Owner, shall not be part of the guarantee
PART II - PRODUCTS
2.1 LANDSCAPE MATERIALS
A. Tree Staking: All trees shall be staked for one year warranty period. All trees not plumb shall
be replaced. Staked trees shall use vinyl tree ties and tree stakes two (2) inch by two (2) by
eight (8) foot common pine stakes used as shown on the details.
B. Tree Wrap: Tree wrap is not to be used.
C. Mulch: See Plans. All planter beds to receive a minimum 4” layer for trees, shrubs, and
perennials and 1” for groundcovers.
D. Weed Barrier: DeWitt 5 oz. weed barrier fabric. Manufactured by DeWitt Company,
dewittcompany.com or approved equal.
E. Tree, Shrub, and Grass Backfill Mixture; Backfill mixture to be 50% native soil and 50%
topsoil, thoroughly mixed together prior to placement.
F. Topsoil: Required for turf areas, planter beds and Backfill Mixture. Acceptable topsoil shall
meet the following standards:
a. PH: 5.5-7.5
b. EC (electrical conductivity): < 2.0 mmhos per centimeter
c. SAR (sodium absorption ration): < 3.0
d. % OM (percent organic matter): >1%
e. Texture (particle size per USDA soil classification): Sand <70%; Clay < 30%; Silt < 70%,
Stone fragments (gravel or any soil particle greater than two (2) mm in size) < 5% by
volume.
G.Turf Sod: All sod shall be 18 month old as specified on plans (or approved equal) that has
been cut fresh the morning of installation. Only sod that has been grown on a commercial
sod farm shall be used. Only use sod from a single source.
H.Landscape Edging: Headers and Edging six (6) inches by four (4) inches extruded concrete
curb made up of the following materials:
a. Washed mortar sand free of organic material.
b. Portland Cement (see concrete spec. below for type)
c. Reinforced fiber - Specifically produced for compatibility with aggressive alkaline
environment of Portland cement-based composites.
d. Only potable water for mixing.
PART III - EXECUTION
3.1 GRADING
A. Topsoil Preparation: Grade planting areas according to the grading plan. Eliminate uneven
areas and low spots. Provide for proper grading and drainage.
B. Topsoil Placement: Slope surfaced away from building at two (2) percent slope with no
pockets of standing water. Establish finish grades of one (1) inches for planters below grade
of adjacent paved surfaced. Provide neat, smooth, and uniform finish grades. Remove
surplus sub-soil and topsoil from the site.
C. Compaction: compaction under hard surface areas (asphalt paths and concrete surfaces)
shall be ninety-five (95) percent. Compaction under planting areas shall be between
eighty-five (85) and ninety (90) percent.
3.2 TURF GRADING
A. The surface on which the sod is to be laid shall be firm and free from
footprints, depressions, or undulations of any kind. The surface shall be free of all materials
larger than 1/2” in diameter.
B. The finish grade of the topsoil adjacent to all sidewalks, mow-strips, etc. prior to the laying of
sod, shall be set such that the crown of the grass shall be at the same level as the adjacent
concrete or hard surface. No exceptions.
3.3 PLANTING OPERATIONS
A.Review the exact locations of all trees and shrubs with the Project Representative for
approval prior to the digging of any holes. Prepare all holes according to the details on the
drawings.
B. Water plants immediately upon arrival at the site. Maintain in moist condition until planted.
C. Before planting, locate all underground utilities prior to digging. Do not place plants on or
near utility lines.
D. The tree planting hole should be the same depth as the root ball, and three times the
diameter of the root ball.
E. Trees must be placed on undisturbed soil at the bottom of the planting hole.
F. The tree hole depth shall be determined so that the tree may be set slightly high of finish
grade, 1” to 2” above the base of the trunk flare, using the top of the root ball as a guide.
G.Plant immediately after removal of container for container plants.
H. Set tree on soil and remove all burlap, wire baskets, twine, wrappings, etc. before beginning
and backfilling operations. Do not use planting stock if the ball is cracked or broken before or
during planting operation.
I. Apply vitamin B-1 root stimulator at the rate of one (1) tablespoon per gallon.
J. Upon completion of backfilling operation, thoroughly water tree to completely settle the soil
and fill any voids that may have occurred. Use a watering hose, not the area irrigation
system. If additional prepared topsoil mixture needs to be added. It should be a courser mix
as required to establish finish grade as indicated on the drawings.
K. The amount of pruning shall be limited to the minimum necessary to remove dead or injured
twigs and branches. All cuts, scars, and bruises shall be properly treated according to the
direction of the Project Representative. Proper pruning techniques shall be used. Do not
leave stubs and do not cut the leader branch. Improper pruning shall be cause for rejection
of the plant material.
L. Prepare a watering circle of 2' diameter around the trunk. For conifers, extend the watering
well to the drip line of the tree canopy. Place mulch around the planted trees.
3.4 TURF - SOD LAYING
A. Top Soil Amendments: Prior to laying sod, commercial fertilizer shall be applied and
incorporated into the upper four (4) inches of the topsoil at a rate of four pounds of nitrogen
per one thousand (1,000) square feet. Adjust fertilization mixture and rate of application as
needed to meet recommendations given by topsoil analysis. Include other amendments as
required.
B. Fertilization: Three weeks after sod placement fertilize the turf at a rate of ½ pound of
nitrogen per 1000 square feet. Use fertilizer specified above. Adjust fertilization mixture and
rates to meet recommendations given by topsoil analysis.
C. Sod Availability and Condition: The Contractor shall satisfy himself as to the existing
conditions prior to any construction. The Contractor shall be fully responsible for furnishing
and lay all sod required on the plans. He shall furnish new sod as specified above and lay it so
as too completely satisfy the intent and meaning of the plans and specification at no extra
cost to the owner. In the case of plans and specification at no extra cost to the owner. In the
case of any discrepancy in the amount of sod to be removed or amount to be used, it shall be
the Contractor's responsibility to report such to the Project Representative prior to
commencing the work.
D. Sod Laying: The surface upon which the new sod to be laid will be prepared as specified
above. Areas where sod is to be laid shall be cut trimmed, or shaped to receive full width sod
(minimum twelve (12) inches). No partial strip or pieces will be accepted.
E. Sod shall be tamped lightly as each piece is set to insure that good contact is made between
edges and also the ground. Sod laid on any sloped areas shall be anchored with wooden
dowels or other materials which are accepted by the grass sod industry.
F. Apply water directly after laying sod. Rainfall is not acceptable.
G.Watering of the sod shall be the complete responsibility of the Contractor by whatever
means necessary to establish the sod in an acceptable manner to the end of the Maintenance
period. If an irrigation system is in place on the site, but for whatever reason, water is not
available in the system. It is the responsibility of the Contractor to water the sod by whatever
means, until the sod is accepted by the Project Representative.
H.Protection of the newly laid sod shall be the complete responsibility of the Contractor. The
Contractor shall provide acceptable visual barriers, to include barricades set appropriate
distances with strings or tapes between barriers, as an indication of new work. The
Contractor is to restore any damaged areas caused by others (including vehicular traffic),
erosion, etc, until such time as the lawn is accepted by the Owner.
I. All sod that has not been laid within 24 hours shall be deemed unacceptable and will be
removed from the site.
3.5 WEED BARRIER
A.Cut a slit or x at each plant location no larger than necessary to install plant.
B. Overlap rows of fabric min. 6”
C. Stable fabric edges and overlaps to ground.
END OF SECTION
LANDSCAPE PLAN SPECIFICATIONS
NO. REVISION DATE
1
2
3
4
5
6
7
02-12-2017 ID17008
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
LP1.13
LP1.16
LP1.14 LP1.15
LP1.17 LP1.18
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 12 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 18 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 12 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 49 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 51 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 69 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 55 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 8 5 GAL. MODERATEBOXWOOD
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 2 5 GAL HIGH'SUMMER WINE'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 145 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 157 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 6 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PN PINUS NIGRA AUSTRIAN PINE 72 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 29 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 41 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 30 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
AT'P ACER TRUNCATUM X PACIFIC 32 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 6 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 8 6'-8' TALL LOWSPRUCE
25 TREE 7 2
20 TREE 7 1
SITE MATERIALS (TOTALS FOR WHOLE SITE)
PRELIMINARY CODE
5.10.90. LANDSCAPING PER UNIT.
THE INTENT IS TO HAVE A VARIETY OF PLANT MATERIALS TO GIVE COLOR AND TEXTURE; TO DIRECT TRAFFIC;
TO FRAME VIEWS; AND TO SCREEN UNDESIRABLE VIEWS.
a.MINIMUM. A MINIMUM OF THREE (3), ONE AND ONE-HALF (1½”) INCH CALIPER DECIDUOUS TREES OR
FOUR (4') FEET TALL EVERGREEN TREES, AND FOUR (4) SHRUBS SHALL BE PLANTED FOR EACH LOT IN A PUD
SUBDIVISION, AS WELL AS BUILDING FOUNDATION PLANTING OF APPROPRIATE SHRUBS, FLOWERS, OR
GROUND COVERS.
b.DESIGN THEME. LANDSCAPING IN THE PARK STRIP IN THE STREET RIGHT-OF-WAY SHALL HAVE A UNIFIED
DESIGN THEME IN PUD SUBDIVISIONS. MULTIPLE FAMILY PUD'S SHALL PROVIDE A MINIMUM OF ONE (1)
DECIDUOUS OR EVERGREEN TREE PER TWO (2) UNITS, AND TWO (2) SHRUBS PER UNIT.
c.LANDSCAPE PLAN. APPLICANT MAY PROVIDE A LANDSCAPE PLAN THAT VARIES FROM THESE
REQUIREMENTS TO THE PLANNING AND ZONING COMMISSION FOR APPROVAL AS MEETING THE “SPIRIT” OF
THE REQUIREMENTS.
d.DECIDUOUS TREES. THE PLACEMENT AND TYPES OF DECIDUOUS TREES SHALL TAKE INTO CONSIDERATION
USE OF THE TREES FOR SUMMER COOLING AND WINTER SOLAR ACCESS.
e.EVERGREEN TREES. EVERGREEN TREES SHOULD BE USED AS WINDBREAKS, SCREENING, AND ACCENT
PLANTINGS.
f. WATER CONSERVATION. THE MAJORITY OF NEW PLANT MATERIAL USED FOR LANDSCAPING THE
DEVELOPMENT SHOULD BE WATER CONSERVING PLANTS. THE LANDSCAPING DESIGN SHALL LOCATE PLANT
MATERIALS IN SIMILAR WATER USAGE DEMAND ZONES TO INSURE PROPER IRRIGATION COVERAGE AND
REDUCE WASTEFUL IRRIGATION COVERAGE AND REDUCE WASTEFUL WATERING. NATIVE PLANTS ARE
PREFERRED.
SITE REQUIREMENT CALCULATIONS
LANDSCAPE REQUIREMENTS REQ'D:PROVIDED:
RE-LANDSCAPED AREA 100%
STREET TREE BOULEVARD: 1 TREE /50 LINEAR FT. 31 EACH SIDE 31/SIDE
YELLOWSTONE HIGHWAY - BERM WITH TREES FOR DESIGN INTENT 56
BUILDING TREE/SHRUB CALCULATIONS
TYPE A 15 / 60 16
TYPE B 10 / 40 16
TYPE 1 2 / 8 6
TYPE 2 3 / 12 6
TYPE 3 4 / 14 6
SINGLE FAMILY LOTS 1 STREET TREE/LOT LINE
TRASH ENCLOSURES: SCREENING WALL WITH VEGETATION TO SCREEN STRUCTURE
LANDSCAPE POINTS
SHADE TREES. AREAS WITH FIVE (5) OR MORE UNCOVERED PARKING STALLS ARE DESIGNED TO INCLUDE MINIMUM TWO (2”) INCH CALIPER TREES
LOCATED IN SUCH A MANNER AS TO SHADE FIFTY (50%) PERCENT OF THE PARKING AREA UPON MATURATION OF THE TREES
EXTRA TREES. DESIGN AND PLANTING MORE THAN THE MINIMUM NUMBER OF TREES, SHRUBS, AND PERENNIALS PER DWELLING UNIT IN THE
DEVELOPMENT. (UP TO 20 POINTS)
SOFTEN FENCE APPEARANCE. AREAS WHICH ARE TO BE SCREENED USE A SOLID NON-SEE-THROUGH WOOD OR MASONRY FENCE AND
LANDSCAPING WHICH ACTS TO SOFTEN THE APPEARANCE OF THE FENCE. LANDSCAPING MAY BE VINES, SHRUBS, OR TREES. (UP TO 15 POINTS)
DESIGNED PLAN. OPEN GREEN SPACE IS DESIGNED (NOT LEFT OVER SPACE BETWEEN BUILDINGS) AND FLOWS UNINTERRUPTED THROUGH THE
ENTIRE DEVELOPMENT LINKING DWELLINGS AND RECREATION AMENITIES. (UP TO 25 POINTS)
MULTIPLE USE. STORM WATER DETENTION FACILITIES ARE DESIGNED AND USED FOR MULTIPLE PURPOSES WHICH BLEND WITH THE OVERALL
THEME OF THE OPEN SPACE DESIGN I.E., SHAPE OF THE AREA IS FREE FLOWING, THE GRADING AND LANDSCAPING ARE CARRIED OUT IN SUCH A
MANNER THAT THE USE AS A DETENTION POND IS NOT DISCERNIBLE. (UP TO 20 POINTS)
NATIVE PLANTS. NATIVE PLANTS ARE USED FOR COMMON OPEN SPACE ELEMENTS. (UP TO 15 POINTS)
DROUGHT TOLERANT PLANTS. DROUGHT TOLERANT PLANTS ARE USED FOR COMMON OPEN SPACE ELEMENTS. (UP TO 10 POINTS)
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YE
L
L
O
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
CP
CP
CP
CP
AT'P
FA'AFA'A
FA'A
FA'A
FA'A
AT'P
AT'P
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
BT'C
BT'CBT'CBT'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
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PP'G
PP'G
R
JH'B
JH'B
RF'R
RF'R
RF'R
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
BT'C
BT'C
MS'D
MS'D
MS'D
MS'D
MS'D
MS'D
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
M'S
M'S
QR'F
QR'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
AT'P
SB'L
SB'LSB'L
CS'K CS'K
CS'K
PN'A
PN'A
AT'P
SB'L
SB'LSB'L
CS'K CS'K
CS'K
PN'A
PN'A
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'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PP'G
PP'G
PP'G
PP'G
PN'A
PN'A
PO'S
B'GM
B'GM
B'GM
PO'S
B'GM
JH'B
JH'B
PP'G
R'NW
R'NW
R'NW
JH'B
PP'G
R'NW
R'NW
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
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
CA'F
CA'F
CA'F
CA'F
CA'FCA'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
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.13
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 12 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 18 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 12 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 14 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 51 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 69 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 55 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 8 5 GAL. MODERATEBOXWOOD
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 2 5 GAL HIGH'SUMMER WINE'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 55 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 131 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 6 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PN PINUS NIGRA AUSTRIAN PINE 72 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 29 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 41 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 30 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
AT'P ACER TRUNCATUM X PACIFIC 32 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 6 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 8 6'-8' TALL LOWSPRUCE
25 TREE 7 2
20 TREE 7 1
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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SS
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SS
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SS
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SS
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SS
SS
SS
SS
SS
SS
SS
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SS
SS
SS
SS
SS
SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
SD
SD
SD
SD
SD
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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
SD
SD
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SD
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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
SD
SD
SD
SD
SD
SD
SD
S
S
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
W
D
D
SD
SD
SD
SD
SD
SD
S D
S D
S D
S D
SD
SD
SD
S D
S D
SD
SD
SD
SD
S D
SD
SD
S D
SD
SD
SD
SD
SD
S D
SD
SD
SD
S D
S D
40' CLEA
VIEW AR
AT'P
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
P
PN
PN
PN
PN
PN
PN
PN
PN
FA'A
FA'A
FA'A
FA'A
FA'A
F
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
SB'LSB'L
SB'L SB'L
CA'B
CA'B
CA'B
CA'B
CA'B CA'B
PP'G
R'NW
R'NW
R'NW
B'GM
B'GM
B'GM
CA'F
CA'F
CA'F
MS'D
MS'D
MS'D
JH'B
JH'B
ZS'M
QR'F
AT'P
SB'L
SB'LSB'L
CS'K CS'K
CS'K
AT'P
SB'L
SB'LSB'L
CS'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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PP'G
PP'G
PP'G
PP'G
PN'A
PN'A
PO'S
B'GM
B'GM
B'GM
PO'S
B'GM
JH'B
JH'B
PP'G
R'NW
R'NW
R'NW
JH'B
RF'R
RF'R
RF'R
K
CS'K
CS'K
CS'K
SB'L
SB'L
SB'L
SB'L
SB'L SB'L
SB'L
SB'L
B'GM
B'GM
B'GM
B'GM
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'FCA'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
PV'H PV
CA'F
CA'F
CA'F
CA'F
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.14
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 12 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 18 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 12 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 14 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 51 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 69 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 55 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 8 5 GAL. MODERATEBOXWOOD
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 2 5 GAL HIGH'SUMMER WINE'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 55 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 131 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 6 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PN PINUS NIGRA AUSTRIAN PINE 72 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 29 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 41 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 30 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
AT'P ACER TRUNCATUM X PACIFIC 32 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 6 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 8 6'-8' TALL LOWSPRUCE
25 TREE 7 2
20 TREE 7 1
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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
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
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
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
S
S
S
S
S
S
S
S
S
S
S
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S
S
S
S
S
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S
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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S
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S
S
S
S
S
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S
S
S
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S
S
S
S
S
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S
S
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S
S
S
S
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S
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S
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S
S
S
S
S
S
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S
S
S
S
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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S
S
S
S
S
S
S
S
S
S
S
S
S
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S
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 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 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 W W W W W W W W W W W W W W W
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 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 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
SSSS
7
9
.
0
'
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
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
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
SS
SS
SS
SS
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
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 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 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 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 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
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SDSDSDSDSDSDSDSDSD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S S
D
D D DS
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
S D
SD
SD
SD
SD
SD
S D
SD
S D
SD
S D
S D
SD
40' CLEA
VIEW AR
40
C
L
E
VIEW AR
FA'A
FA'A
FA'A
FA'A
AP'EAP'EAP'EAP'EAP'E
AP'E
AP'E
AP'E
AP'E
PN
PN
PN
PN ZS
ZS
ZS
ZS ZS
ZS
FA'A FA'A FA'A FA'A
AT'PAT'P
CA'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F
SB'LSB'L
SB'L SB'L
B'GM
B'GM
PV'H PV'H PV'H PV'H PV'H PV'H PV'H PV'H PV'H PV'H PV'H PV'H
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.15
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 12 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 18 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 12 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 14 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 51 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 69 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 55 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 8 5 GAL. MODERATEBOXWOOD
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 2 5 GAL HIGH'SUMMER WINE'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 55 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 131 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 6 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PN PINUS NIGRA AUSTRIAN PINE 72 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 29 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 41 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 30 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
AT'P ACER TRUNCATUM X PACIFIC 32 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 6 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 8 6'-8' TALL LOWSPRUCE
25 TREE 7 2
20 TREE 7 1
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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
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
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
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
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
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
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
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 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 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 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
68.0
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
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
SD
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
PN
PN PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
CP CP CP
CP
CP
CP
CP
CP
FA'A FA'A FA'AFA'A
AT'PAT'P ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M ZS'MZS'M
ZS'M ZS'MAT'P AT'P
AT'P AT'PAT'PAT'P
AT'PAT'P
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'L
SB'LSB'L
SB'L
SB'LSB'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'HJH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'BSB'L
SB'LSB'LSB'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
PV'H PV'H
PV'H
SB'L
SB'LSB'L
PV'H
PV'H
SB'L
SB'LSB'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
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'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'F
CA'FCA'F
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.16
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 12 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 18 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 12 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 14 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 51 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 69 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 55 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 8 5 GAL. MODERATEBOXWOOD
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 2 5 GAL HIGH'SUMMER WINE'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 55 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 131 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 6 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PN PINUS NIGRA AUSTRIAN PINE 72 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 29 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 41 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 30 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
AT'P ACER TRUNCATUM X PACIFIC 32 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 6 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 8 6'-8' TALL LOWSPRUCE
25 TREE 7 2
20 TREE 7 1
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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
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
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 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 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 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 SS SS SS SS SS
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PN
PN
PN
PN
PNPN
PN
PNPN
PN
PN
PN
PN
PN
PN
PN PN PN PN PN PN PN PN PN
CP
CP
CP
CP
CP CP CP CP CP
FA'A
FA'A
FA'A
FA'A
FA'A
FA
FA'A
FA'A
FA'A
FA'A
AT'P
AT'P
AT'P
AT'P CA'BCA'B
CA'B
CA'B CA'B
CA'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
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'C
BT'CBT'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'BPV'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
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'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
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.17
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 12 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 18 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 12 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 14 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 51 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 69 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 55 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 8 5 GAL. MODERATEBOXWOOD
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 2 5 GAL HIGH'SUMMER WINE'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 55 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 131 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 6 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PN PINUS NIGRA AUSTRIAN PINE 72 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 29 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 41 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 30 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
AT'P ACER TRUNCATUM X PACIFIC 32 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 6 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 8 6'-8' TALL LOWSPRUCE
25 TREE 7 2
20 TREE 7 1
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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
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
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
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
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
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
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PN
PN
PN
PN
PN
PN
PN
PN
CP
CP
CP
CP
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
AT'P
PNPNPN
PN
PNPN
CPCP
CP CP CP
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
ZS'M
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
PP'G
R'NW
R'NW
R'NW
JH'B
PP'G
R'NW
R'NW
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
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C
BT'C 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'BPV'H PV'H
PV'H
JH'B
JH'B
JH'B
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
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.18
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
SHRUB LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'B CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 12 5 GAL. MODERATE
R'NW ROSA X 'NEARLY WILD' NEARLY WILD ROSE 18 2 GAL HIGH
RF'R RHAMNUS FRANGULA FINE LINE BUCKTHORN 12 5 GAL. HIGH'RON WILLIAMS
CS'K CORNUS SERICEA 'KELSEYI KELSEY'S DWARF 14 5 GAL. MODERATERED-OSIER DOGWOOD
BT'C BERBERIS THUNBERGII CRIMSON PYGMY DWARF 51 1 GAL. LOW'CRIMSON PYGMY' JAPANESE BARBERRY
JH'B JUNIPERUS HORIZONTALIS BLUE CHIP JUNIPER 69 1 GAL LOW'BLUE CHIP'
SB'L SPIREA X BUMALDA LIMEMOUND SPIREA 55 1 GAL MODERATE
'LIMEMOUND'
B'GM BUXUS X 'GREEN MOUNTAIN' GREEN MOUNTAIN 8 5 GAL. MODERATEBOXWOOD
PO'S PHYSOCARPUS OPULUS SUMMER WINE NINE BARK 2 5 GAL HIGH'SUMMER WINE'
GRASSES LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
CA'F CALAMAGROSTIS A. 'FOERSTER' FOERSTER FEATHER 55 1 GAL HIGHGRASS
PV'H PANICUM VIRGATUM SWITCH GRASS 131 1 GAL MODERATE'HEAVY METAL'
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 6 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 19 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
PN PINUS NIGRA AUSTRIAN PINE 72 6'-8' TALL LOW
CP CRATAEGUS PHAENOPYRUM WASHINGTON 29 2" CAL LOWHAWTHORN
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 41 2" CAL. LOW'AUTUMN PURPLE'
ZS'M ZELKOVA SERRATA JAPANESE 30 2" CAL LOW'MUSASHINO' ZELKOVA 'MUSASHINO'
AT'P ACER TRUNCATUM X PACIFIC 32 2" CAL. LOWPLATANOIDES 'WARRENRED' SUNSET MAPLE
PN'A PINUS NIGRA ARNOLD SENTINEL 6 2" CAL. LOW'ARNOLD SENTINEL' AUSTRIAN BLACK PINE
PP'G PICEA PUNGENS 'GLAUCA' COLORADO BLUE 8 6'-8' TALL LOWSPRUCE
25 TREE 7 2
20 TREE 7 1
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
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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
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SS
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SS
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SS
SS
SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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
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W
W
W
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W
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W W
W
W
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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 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 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
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
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 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 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 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 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 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 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 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 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 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 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 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 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 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 W W W W W W W W W
SS
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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 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 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 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 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 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 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 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 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 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 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 SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
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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 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 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 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 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 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 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 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 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 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 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 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 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 W W W W W W W W W W W W W W W W W W W W W W W W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
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VILLAGE
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TYPE A
TYPE A
TYPE ATYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TOT LOT
TYPE B
TYPE B
TYPE B
CLUBHOUSE
TOWNS
MONUMENT
SIGN
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
40' CLEAR
VIEW AREA
PP'G
PP'G
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R'NW
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SB'L
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SB'L
SB'LSB'L
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RF'G
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RF'GRF'GRF'GRF'GRF'G
SB'L
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RF'G
RF'GRF'GRF'GRF'GRF'G
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
FA'A
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CO
CO CO CO CO CO
CO
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FA'A FA'A
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FA'AFA'A
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ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
CA'FCA'FCA'F CA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NWR'NW
CA'F
CA'F
CA'F
CA'F
CA'FCA'FCA'FCA'F CA'F CA'FCA'FBT'C BT'CBT'CPG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NW
R'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'F CA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'GPV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NW
R'NW
BT'C BT'CBT'C BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'FCA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'H
PV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
CA'FCA'FCA'FCA'F CA'F CA'FCA'F BT'C BT'CBT'CBT'C BT'CBT'C CA'F CA'FCA'F BT'C BT'CBT'C PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
PG'P
M'S
ZS'M
JH'B
JH'B
JH'B
CA'B
PP'G
PV'HPV'H
PV'H
PV'HPV'H
PV'H
R'NWR'NWR'NW
SB'LSB'LSB'L
SB'L
SB'L
SB'LSB'L
RF'GRF'GRF'GRF'GRF'G
RF'GRF'GRF'GRF'GRF'GPN'A
PN'A
SB'LSB'LSB'L
SB'L
PN'A
PN'A PN'A
PN'A
SB'L
SB'L
SB'LSB'L
CA'FCA'FCA'F CA'F
CA'FCA'FCA'FCA'F
CA'FCA'FCA'F CA'F
CA'FCA'FCA'FCA'F CA'FCA'F
CA'F CA'F
CA'F
CA'F
CA'F
CA'F
CA'B CA'B
CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'FCA'F
CA'F CA'F
CA'F
BT'C
BT'C
BT'C
BT'C BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
H'LBH'LB
H'LB
H'LB
H'LB
H'LBH'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'PM'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
CA'B CA'B
CA'BCA'B
RF'R
RF'R
RF'R
PO'S PO'S
PO'S PO'S
JH'B
JH'B
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PP'G
PP'G
PV'H
PV'H
PV'H
PV'H
CA'F
CA'FCA'F
CA'F CA'F
CA'F
BT'CBT'C
BT'C
BT'C BT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
PF'G
MS'DMS'DMS'DMS'D
MS'DMS'DMS'DMS'D
H'LBH'LB
H'LB
H'LB
H'LB
H'LB H'LBH'LB
H'LB
H'LB
CA'B
CA'B
RF'GRF'G
RF'G
RF'G
RF'GRF'G
PN'APN'A
PN'APN'A
M'P
M'PM'P
M'P
ZS'M ZS'M
ZS'MZS'M
ZS'M ZS'M
ZS'M
ZS'M
PP'G
PP'G
PP'G
PP'GPP'G
PP'G
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PO'S PO'S
JH'B
JH'B
PO'S PO'S
RF'R
RF'R
RF'R
B'GMB'GMB'GM B'GMB'GMB'GM
B'GMB'GMB'GMB'GMB'GMB'GM
PV'H
PV'H
PV'H
PV'H
CA'FCA'F
CA'F
CA'FCA'F
CA'F
BT'CBT'C
BT'C
BT'CBT'C
BT'C
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
MS'D
PF'G PF'G
PF'GPF'G
MS'DMS'D
MS'DMS'DMS'D
JH'B
JH'B
JH'B
JH'B
H'LBH'LB
H'LB
H'LB
H'LB
PF'G
PF'G
H'LB
H'LB
H'LB
H'LBH'LB
RF'G
RF'G
RF'GRF'GRF'G
RF'G
RF'GRF'GRF'G
RF'GRF'G
RF'G
ZS'M ZS'M
ZS'MZS'M
M'S
M'S M'S
M'S
QR'F QR'F
QR'FQR'F
PN'APN'A
PN'APN'A
PP'G PP'GPP'G PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'H
PV'H
PV'H
CA'F
CA'F CA'F
CA'F
CA'FCA'F
BT'C BT'C
CS'KCS'KCS'KCS'KCS'KCS'K
MS'D
PF'G
PF'GPF'G
PF'G
MS'D
MS'D
MS'D
MS'D
MS'D
JH'B
JH'BJH'B
JH'B
H'LB
H'LB
H'LB
H'LB
H'LB PF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
ZS'M
ZS'M
ZS'M
ZS'M
M'SM'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
BT'C
BT'C
CS'KCS'KCS'K
CS'KCS'KCS'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'LB
H'LBH'LB
H'LB
H'LB
PF'G
PF'G H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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
BT'C BT'C
PP'G
PP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NW
R'NW
R'NW
R'NW
R'NW
R'NW
R'NWR'NW
R'NW
R'NW
R'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F
CA'F
BT'C
BT'C
CS'KCS'K
CS'K
CS'KCS'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'LB
H'LB
H'LB
H'LB
H'LB
PF'G
PF'G H'LB
H'LBH'LB
H'LB
H'LB
RF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B
JH'B
PO'S
PO'S
RF'R
RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'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'KCS'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'LB
H'LBH'LB
H'LB
H'LB
PF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'B JH'B
PO'S
PO'S
RF'RRF'R RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'H
PV'HPV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'FCA'F BT'C
BT'C
CS'KCS'KCS'K
CS'KCS'KCS'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'LB
H'LB
H'LB
H'LB
H'LBPF'G
PF'G
H'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'GRF'G
RF'G
RF'G
RF'G
RF'GRF'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'GPP'G
PP'G
PP'G
PP'G
PP'G
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
R'NWR'NWR'NW
PO'S
PO'S
JH'BJH'B
PO'S
PO'S
RF'R RF'R
RF'R
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
B'GM
PV'HPV'H
PV'H
PV'H
CA'F
CA'F
CA'F
CA'F
CA'F CA'F
BT'C
BT'C
CS'KCS'KCS'K
CS'K CS'KCS'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'LB
H'LB
H'LB
H'LB
H'LBPF'G
PF'GH'LBH'LBH'LB
H'LB
H'LB
RF'GRF'GRF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'G
RF'GRF'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'L
SB'LSB'L
CS'K CS'K
CS'K
PN'A
PN'A
AT'P
SB'L
SB'LSB'L
CS'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'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F CA'FCA'FCA'FCA'FCA'F
BT'C
BT'CBT'C
BT'C
BT'C
BT'C
BT'C
R'NW
R'NW
R'NW
R'NW
R'NW
R'NW
PP'G
PP'G
PP'G
PP'G
PN'A
PN'A
PO'S
B'GM
B'GM
B'GM
PO'S
B'GM
JH'B
JH'B
PP'G
R'NWR'NW
R'NW
JH'B
PP'G
R'NW
R'NWR'NW
JH'B
RF'R
RF'R
RF'R
RF'R
RF'R
RF'R
SB'L
SB'L
CS'KCS'K
CS'KCS'K
SB'L
SB'L
PP'G
R'NW
R'NW
R'NW
JH'B
PP'G
R'NW
R'NW
R'NW
JH'B
RF'R
RF'R
RF'R
RF'R
RF'R
RF'R
SB'L
SB'L
CS'KCS'K
CS'KCS'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'CBT'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'BPV'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'CBT'C
BT'C
BT'CBT'C
BT'C
BT'C
BT'CBT'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'BPV'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'L
SB'LSB'L
SB'L
SB'LSB'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'HJH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'B
JH'BSB'L
SB'LSB'LSB'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
PV'H PV'H
PV'H
SB'L
SB'LSB'L
PV'H
PV'H
SB'L
SB'LSB'L
PV'H
PV'H
SB'LSB'L
SB'L SB'L
SB'LSB'L
SB'L SB'L
B'GM
B'GM
B'GM
B'GM
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F
CA'F
CA'FCA'F
CA'F
CA'F
CA'F CA'F CA'F CA'F CA'F CA'F CA'F CA'F CA'F
CA'FCA'F
CA'F
CA'F
CA'FCA'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'KCS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'K
CS'KCS'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'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'FCA'F
CA'FCA'F
PV'H
PV'H
PV'H
PV'H
PV'H
PV'H
PV'HPV'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
TYPE 3 TYPE 3
TYPE 1
TYPE 1
TYPE 3 TYPE 3
TYPE 1
TYPE 1
TYPE 3 TYPE 3
TYPE 3
TYPE 3
TYPE 1
TYPE 1
TYPE 2
TYPE 2
TYPE 3
TYPE 3
LP-COVER
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION DEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
GRAPHIC SCALE: 1" =150'
600'300'150'75'0'
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
LANDSCAPE ARCHITECT / PLANNER
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
PART 1 - GENERAL
1.1 SUMMARY
A. This section includes landscape procedures for the Project including all labor, materials, and
installation necessary, but not limited to, the following:
1. Soil Amendments
2. Fine Grading
3. Cultivation
4. Landscape Edging
5. Turf Planting
6. Furnish and Installing Plant
7. Maintenance
8. Mowing
9. Weeding
1.2 SITE CONDITIONS
A.Examination: Before submitting a Bid, each Contractor shall carefully examine the Contract
Documents; shall visit the site of the Work; shall fully inform themselves as to all existing
conditions and limitations; and shall include in the Bid the cost of all items required by the
Contract Documents are at a variance with the applicable laws, building codes, rules,
regulations, or contain obvious erroneous or uncoordinated information, the Contractor shall
promptly notify the Project Representative and the necessary changes shall be accomplished
by Addendum.
B. Protection: Contractor to conduct the Work in such a manner to protect all existing
underground utilities or structures. Contractor to repair or replace any damaged utility or
structure using identical materials to match existing at no expense to the Owner.
C. Irrigation System: Do not begin planting until the irrigation system is completely installed, is
adjusted for full coverage and is completely operational.
1.3 PERMITS
A.Blue Stake/ Dig Line: When digging is required, “Blue Stake” or “Dig Line” the work site and
identify the approximate location of all known underground utilities or structures.
1.4 PLANT DELIVERY, QUALITY, AND AVAILABILITY
A.Unauthorized substitutions will not be accepted. If proof is submitted that specific plants or
plant sizes are unobtainable, written substitution requests will be considered for the nearest
equivalent plant or size. All substitution requests must be made in writing and preferably
before the bid due date.
1.5 FINAL INSPECTION
A. All plants will be inspected at the time of Final Inspection prior to receiving a Landscape
Substantial Completion for conformance to specified planting procedures, and for general
appearance and vitality. Any plant not approved by the Project Representative will be
rejected and replaced immediately.
1.6 LANDSCAPE SUBSTANTIAL COMPLETION
A. A Substantial Completion Certificate will only be issued by the Project Representative
for “landscape and irrigation” in their entirety. Substantial Completion will not be
proportioned to be designated areas of a project.
1.7 MAINTENANCE
A.Plant Material: The Contractor is responsible to maintain all planted materials in a healthy
and growing condition for 30 days after receiving a Landscape Substantial Completion at
which time the Guarantee period commences. This maintenance is to include mowing,
weeding, cultivating, fertilizing, monitoring water schedules, controlling insects and diseases,
re-guying and staking, and all other operations of care necessary for the promotion of root
growth and plant life so that all plants are in a condition satisfactory at the end of the
guarantee period. The Contractor shall be held responsible for failure to monitor watering
operations and shall replace any and all plant material that is lost due to improper
application of water.
1.8 GUARANTEE
A.Guarantee: A guarantee period of one year shall begin from end of maintenance period and
final acceptance for trees, shrubs, and ground covers. All plants shall grow and be healthy for
the guarantee period and trees shall live and grow in acceptable upright position. Any plant
not alive, in poor health, or in poor condition at the end of the guarantee period will be
replaced immediately. Any plant will only need to be replaced once during the guarantee
period. Contractor to provide documentation showing where each plant to be replaced is
located. Any outside factors, such as vandalism or lack of maintenance on the part of the
Owner, shall not be part of the guarantee
PART II - PRODUCTS
2.1 LANDSCAPE MATERIALS
A. Tree Staking: All trees shall be staked for one year warranty period. All trees not plumb shall
be replaced. Staked trees shall use vinyl tree ties and tree stakes two (2) inch by two (2) by
eight (8) foot common pine stakes used as shown on the details.
B. Tree Wrap: Tree wrap is not to be used.
C. Mulch: See Plans. All planter beds to receive a minimum 4” layer for trees, shrubs, and
perennials and 1” for groundcovers.
D. Weed Barrier: DeWitt 5 oz. weed barrier fabric. Manufactured by DeWitt Company,
dewittcompany.com or approved equal.
E. Tree, Shrub, and Grass Backfill Mixture; Backfill mixture to be 50% native soil and 50%
topsoil, thoroughly mixed together prior to placement.
F. Topsoil: Required for turf areas, planter beds and Backfill Mixture. Acceptable topsoil shall
meet the following standards:
a. PH: 5.5-7.5
b. EC (electrical conductivity): < 2.0 mmhos per centimeter
c. SAR (sodium absorption ration): < 3.0
d. % OM (percent organic matter): >1%
e. Texture (particle size per USDA soil classification): Sand <70%; Clay < 30%; Silt < 70%,
Stone fragments (gravel or any soil particle greater than two (2) mm in size) < 5% by
volume.
G.Turf Sod: All sod shall be 18 month old as specified on plans (or approved equal) that has
been cut fresh the morning of installation. Only sod that has been grown on a commercial
sod farm shall be used. Only use sod from a single source.
H.Landscape Edging: Headers and Edging six (6) inches by four (4) inches extruded concrete
curb made up of the following materials:
a. Washed mortar sand free of organic material.
b. Portland Cement (see concrete spec. below for type)
c. Reinforced fiber - Specifically produced for compatibility with aggressive alkaline
environment of Portland cement-based composites.
d. Only potable water for mixing.
PART III - EXECUTION
3.1 GRADING
A. Topsoil Preparation: Grade planting areas according to the grading plan. Eliminate uneven
areas and low spots. Provide for proper grading and drainage.
B. Topsoil Placement: Slope surfaced away from building at two (2) percent slope with no
pockets of standing water. Establish finish grades of one (1) inches for planters below grade
of adjacent paved surfaced. Provide neat, smooth, and uniform finish grades. Remove
surplus sub-soil and topsoil from the site.
C. Compaction: compaction under hard surface areas (asphalt paths and concrete surfaces)
shall be ninety-five (95) percent. Compaction under planting areas shall be between
eighty-five (85) and ninety (90) percent.
3.2 TURF GRADING
A. The surface on which the sod is to be laid shall be firm and free from
footprints, depressions, or undulations of any kind. The surface shall be free of all materials
larger than 1/2” in diameter.
B. The finish grade of the topsoil adjacent to all sidewalks, mow-strips, etc. prior to the laying of
sod, shall be set such that the crown of the grass shall be at the same level as the adjacent
concrete or hard surface. No exceptions.
3.3 PLANTING OPERATIONS
A.Review the exact locations of all trees and shrubs with the Project Representative for
approval prior to the digging of any holes. Prepare all holes according to the details on the
drawings.
B. Water plants immediately upon arrival at the site. Maintain in moist condition until planted.
C. Before planting, locate all underground utilities prior to digging. Do not place plants on or
near utility lines.
D. The tree planting hole should be the same depth as the root ball, and three times the
diameter of the root ball.
E. Trees must be placed on undisturbed soil at the bottom of the planting hole.
F. The tree hole depth shall be determined so that the tree may be set slightly high of finish
grade, 1” to 2” above the base of the trunk flare, using the top of the root ball as a guide.
G.Plant immediately after removal of container for container plants.
H. Set tree on soil and remove all burlap, wire baskets, twine, wrappings, etc. before beginning
and backfilling operations. Do not use planting stock if the ball is cracked or broken before or
during planting operation.
I. Apply vitamin B-1 root stimulator at the rate of one (1) tablespoon per gallon.
J. Upon completion of backfilling operation, thoroughly water tree to completely settle the soil
and fill any voids that may have occurred. Use a watering hose, not the area irrigation
system. If additional prepared topsoil mixture needs to be added. It should be a courser mix
as required to establish finish grade as indicated on the drawings.
K. The amount of pruning shall be limited to the minimum necessary to remove dead or injured
twigs and branches. All cuts, scars, and bruises shall be properly treated according to the
direction of the Project Representative. Proper pruning techniques shall be used. Do not
leave stubs and do not cut the leader branch. Improper pruning shall be cause for rejection
of the plant material.
L. Prepare a watering circle of 2' diameter around the trunk. For conifers, extend the watering
well to the drip line of the tree canopy. Place mulch around the planted trees.
3.4 TURF - SOD LAYING
A. Top Soil Amendments: Prior to laying sod, commercial fertilizer shall be applied and
incorporated into the upper four (4) inches of the topsoil at a rate of four pounds of nitrogen
per one thousand (1,000) square feet. Adjust fertilization mixture and rate of application as
needed to meet recommendations given by topsoil analysis. Include other amendments as
required.
B. Fertilization: Three weeks after sod placement fertilize the turf at a rate of ½ pound of
nitrogen per 1000 square feet. Use fertilizer specified above. Adjust fertilization mixture and
rates to meet recommendations given by topsoil analysis.
C. Sod Availability and Condition: The Contractor shall satisfy himself as to the existing
conditions prior to any construction. The Contractor shall be fully responsible for furnishing
and lay all sod required on the plans. He shall furnish new sod as specified above and lay it so
as too completely satisfy the intent and meaning of the plans and specification at no extra
cost to the owner. In the case of plans and specification at no extra cost to the owner. In the
case of any discrepancy in the amount of sod to be removed or amount to be used, it shall be
the Contractor's responsibility to report such to the Project Representative prior to
commencing the work.
D. Sod Laying: The surface upon which the new sod to be laid will be prepared as specified
above. Areas where sod is to be laid shall be cut trimmed, or shaped to receive full width sod
(minimum twelve (12) inches). No partial strip or pieces will be accepted.
E. Sod shall be tamped lightly as each piece is set to insure that good contact is made between
edges and also the ground. Sod laid on any sloped areas shall be anchored with wooden
dowels or other materials which are accepted by the grass sod industry.
F. Apply water directly after laying sod. Rainfall is not acceptable.
G.Watering of the sod shall be the complete responsibility of the Contractor by whatever
means necessary to establish the sod in an acceptable manner to the end of the Maintenance
period. If an irrigation system is in place on the site, but for whatever reason, water is not
available in the system. It is the responsibility of the Contractor to water the sod by whatever
means, until the sod is accepted by the Project Representative.
H.Protection of the newly laid sod shall be the complete responsibility of the Contractor. The
Contractor shall provide acceptable visual barriers, to include barricades set appropriate
distances with strings or tapes between barriers, as an indication of new work. The
Contractor is to restore any damaged areas caused by others (including vehicular traffic),
erosion, etc, until such time as the lawn is accepted by the Owner.
I. All sod that has not been laid within 24 hours shall be deemed unacceptable and will be
removed from the site.
3.5 WEED BARRIER
A.Cut a slit or x at each plant location no larger than necessary to install plant.
B. Overlap rows of fabric min. 6”
C. Stable fabric edges and overlaps to ground.
END OF SECTION
LANDSCAPE PLAN SPECIFICATIONS
NO. REVISION DATE
1
2
3
4
5
6
7
02-12-2017 ID17008
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
LP1.19 LP1.20
LP1.22 LP1.21
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 16 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 25 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 18 2" CAL. LOW'AUTUMN PURPLE'
SITE MATERIALS (TOTALS FOR WHOLE SITE)
PRELIMINARY CODE
5.10.90. LANDSCAPING PER UNIT.
THE INTENT IS TO HAVE A VARIETY OF PLANT MATERIALS TO GIVE COLOR AND TEXTURE; TO DIRECT TRAFFIC;
TO FRAME VIEWS; AND TO SCREEN UNDESIRABLE VIEWS.
a.MINIMUM. A MINIMUM OF THREE (3), ONE AND ONE-HALF (1½”) INCH CALIPER DECIDUOUS TREES OR
FOUR (4') FEET TALL EVERGREEN TREES, AND FOUR (4) SHRUBS SHALL BE PLANTED FOR EACH LOT IN A PUD
SUBDIVISION, AS WELL AS BUILDING FOUNDATION PLANTING OF APPROPRIATE SHRUBS, FLOWERS, OR
GROUND COVERS.
b.DESIGN THEME. LANDSCAPING IN THE PARK STRIP IN THE STREET RIGHT-OF-WAY SHALL HAVE A UNIFIED
DESIGN THEME IN PUD SUBDIVISIONS. MULTIPLE FAMILY PUD'S SHALL PROVIDE A MINIMUM OF ONE (1)
DECIDUOUS OR EVERGREEN TREE PER TWO (2) UNITS, AND TWO (2) SHRUBS PER UNIT.
c.LANDSCAPE PLAN. APPLICANT MAY PROVIDE A LANDSCAPE PLAN THAT VARIES FROM THESE
REQUIREMENTS TO THE PLANNING AND ZONING COMMISSION FOR APPROVAL AS MEETING THE “SPIRIT” OF
THE REQUIREMENTS.
d.DECIDUOUS TREES. THE PLACEMENT AND TYPES OF DECIDUOUS TREES SHALL TAKE INTO CONSIDERATION
USE OF THE TREES FOR SUMMER COOLING AND WINTER SOLAR ACCESS.
e.EVERGREEN TREES. EVERGREEN TREES SHOULD BE USED AS WINDBREAKS, SCREENING, AND ACCENT
PLANTINGS.
f. WATER CONSERVATION. THE MAJORITY OF NEW PLANT MATERIAL USED FOR LANDSCAPING THE
DEVELOPMENT SHOULD BE WATER CONSERVING PLANTS. THE LANDSCAPING DESIGN SHALL LOCATE PLANT
MATERIALS IN SIMILAR WATER USAGE DEMAND ZONES TO INSURE PROPER IRRIGATION COVERAGE AND
REDUCE WASTEFUL IRRIGATION COVERAGE AND REDUCE WASTEFUL WATERING. NATIVE PLANTS ARE
PREFERRED.
SITE REQUIREMENT CALCULATIONS
LANDSCAPE REQUIREMENTS REQ'D:PROVIDED:
RE-LANDSCAPED AREA 100%
STREET TREE BOULEVARD: 1 TREE /50 LINEAR FT. 31 EACH SIDE 31/SIDE
YELLOWSTONE HIGHWAY - BERM WITH TREES FOR DESIGN INTENT 56
BUILDING TREE/SHRUB CALCULATIONS
TYPE A 15 / 60 16
TYPE B 10 / 40 16
TYPE 1 2 / 8 6
TYPE 2 3 / 12 6
TYPE 3 4 / 14 6
SINGLE FAMILY LOTS 1 STREET TREE/LOT LINE
TRASH ENCLOSURES: SCREENING WALL WITH VEGETATION TO SCREEN STRUCTURE
LANDSCAPE POINTS
SHADE TREES. AREAS WITH FIVE (5) OR MORE UNCOVERED PARKING STALLS ARE DESIGNED TO INCLUDE MINIMUM TWO (2”) INCH CALIPER TREES
LOCATED IN SUCH A MANNER AS TO SHADE FIFTY (50%) PERCENT OF THE PARKING AREA UPON MATURATION OF THE TREES
EXTRA TREES. DESIGN AND PLANTING MORE THAN THE MINIMUM NUMBER OF TREES, SHRUBS, AND PERENNIALS PER DWELLING UNIT IN THE
DEVELOPMENT. (UP TO 20 POINTS)
SOFTEN FENCE APPEARANCE. AREAS WHICH ARE TO BE SCREENED USE A SOLID NON-SEE-THROUGH WOOD OR MASONRY FENCE AND
LANDSCAPING WHICH ACTS TO SOFTEN THE APPEARANCE OF THE FENCE. LANDSCAPING MAY BE VINES, SHRUBS, OR TREES. (UP TO 15 POINTS)
DESIGNED PLAN. OPEN GREEN SPACE IS DESIGNED (NOT LEFT OVER SPACE BETWEEN BUILDINGS) AND FLOWS UNINTERRUPTED THROUGH THE
ENTIRE DEVELOPMENT LINKING DWELLINGS AND RECREATION AMENITIES. (UP TO 25 POINTS)
MULTIPLE USE. STORM WATER DETENTION FACILITIES ARE DESIGNED AND USED FOR MULTIPLE PURPOSES WHICH BLEND WITH THE OVERALL
THEME OF THE OPEN SPACE DESIGN I.E., SHAPE OF THE AREA IS FREE FLOWING, THE GRADING AND LANDSCAPING ARE CARRIED OUT IN SUCH A
MANNER THAT THE USE AS A DETENTION POND IS NOT DISCERNIBLE. (UP TO 20 POINTS)
NATIVE PLANTS. NATIVE PLANTS ARE USED FOR COMMON OPEN SPACE ELEMENTS. (UP TO 15 POINTS)
DROUGHT TOLERANT PLANTS. DROUGHT TOLERANT PLANTS ARE USED FOR COMMON OPEN SPACE ELEMENTS. (UP TO 10 POINTS)
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ZS
ZS
AP'EAP'EAP'EAP'EAP'EAP'E
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.19
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 16 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 25 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 18 2" CAL. LOW'AUTUMN PURPLE'
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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 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 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 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 SS SS SS SS SS
S
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
7
9
.
0
'
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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
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
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
FA'A
FA'A
FA'A
FA'A
ZS
ZS
ZS
ZS
ZS
ZS
ZS
ZS
AP'EAP'EAP'EAP'EAP'E AP'E
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.20
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 16 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 25 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 18 2" CAL. LOW'AUTUMN PURPLE'
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
SSSSSSSSSSSS
68.0'
RIT
A
J
A
N
E
&
G
E
R
A
L
D
J
E
P
P
E
S
E
N
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWW
FA'A
FA'A
AP'E
AP'E
AP'E
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.21
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 16 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 25 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 18 2" CAL. LOW'AUTUMN PURPLE'
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
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
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
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
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
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
S
S
S
S
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
6
8
.
0
'
68.0
68.0'
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWW
FA'A FA'A
FA'AFA'A
FA'A FA'A
FA'A FA'A
FA'AFA'A
FA'A
FA'A
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
AP'E
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
LP-1.22
NO. REVISION DATE
1
2
3
4
5
6
7
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
N
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
SYMBOL SITE MATERIAL QUANTITY SPECIAL NOTES
3/4" OQUIRRH GRAVEL 5,480 SQ.FT. (67 CU.YD) LOCATED WHERE SPECIFIED
(DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS)
LAWN (SOD) AREA 9,200 SQ.FT. DROUGHT TOLERANT VARIETY*SEE NOTE BELOW
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND
INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED
LANDSCAPE CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
PLANTING.
3. NEW LAWN AREAS TO BE SODDED WITH DROUGHT TOLERANT VARIETY. FINE LEVEL ALL AREAS PRIOR TO
LAYING SOD.
4. SANDY LOAM TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 6" TOPSOIL (WITH 2" HUMUS MIXED
INTO TOPSOIL PRIOR TO SPREADING) IN ALL NEW PLANTER AREAS AND 4" IN ALL NEW LAWN AREAS. PLANTER
BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ACCOMMODATE NEW TOPSOIL AND/OR PLANTER BED
MULCH TO REACH FINISHED GRADE.
5. 4"X6" EXTRUDED CONCRETE MOW CURB TO BE INSTALLED BETWEEN ALL LAWN AND PLANTER AREAS PER PLAN.
ANY TREES LOCATED IN LAWN MUST HAVE A 4' CONCRETE TREE RING.
6. DeWitt 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL PLANTER AREAS EXCEPT UNDER ANNUAL
PLANTING AREAS AS SHOWN ON PLAN.
7. ROCK MULCH TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 4" IN ALL TREE, SHRUB, AND PERENNIAL
PLANTER AREAS; ANNUAL PLANTING AREAS AS SHOWN ON PLAN TO RECEIVE 4" OF SOIL AID MATERIAL. PULL
BARK MULCH MIN. 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALL TREES.
8. CONTRACTOR TO PROVIDE NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED IN ALL
LANDSCAPE AREAS. ALL LAWN AREA TO RECEIVE 100% HEAD TO HEAD COVERAGE WITH SPRAY AND ROTARY
SPRINKLER HEADS. ALL PLANTER AREAS NEED TO RECEIVE A FULL DRIP SYSTEM TO EACH TREE AND SHRUB ON
PROJECT. SEE IRRIGATION PLAN.
LANDSCAPE NOTES
TREE LEGEND
SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE HYDROZONE SPECIAL NOTES
ZS ZELKOVA SERRATA JAPANESE 16 2" CAL LOWZELKOVA
AP'E ACER PLATANOIDES EMERALD QUEEN 25 2" CAL. MODERATE'EMERALD QUEEN' MAPLE
FA'A FRAXINUS AMERICANA AUTUMN PURPLE ASH 18 2" CAL. LOW'AUTUMN PURPLE'
SITE MATERIALS (TOTALS FOR WHOLE SITE)
GRAPHIC SCALE: 1" =20'
80'40'20'10'0'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
DIGLINE INC OF IDAHO
UTILITY NOTIFICATION CENTER, INC
1-800-342-1585
www.digline.com
A
NOT TO SCALE
PKJ DESIGN GROUP
NOTES:
1. PLANT SO THAT THE TOP OF THE ROOT BALL IS EVEN WITH THE FINISHED GRADE.
2.BACKFILL MIX: 1/2 SANDY LOAM TOPSOIL + 1/4 ORGANIC MULCH, & 1/4 NATIVE SOILS.
3. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKES.
4. WATER THOROUGHLY AFTER INSTALLATION.
5.STAKING IS REQUIRED: LOOSEN TREE STAKES AFTER FIRST GROWING SEASON AND
REMOVE TREE STAKES AFTER SECOND GROWING SEASON.
6. OVER EXCAVATE PITS TO 3' DEPTH AND INSTALL ADDITIONAL COMPACTED TOPSOIL
UNDER TREE.
7. PULL MULCH A MINIMUM OF 6" AWAY FROM TRUNK OF TREE.
8. LEAVE PLANT I.D. TAGS ON THE TREES UNTIL ACCEPTANCE BY THE OWNER. AFTER FINAL
ACCEPTANCE, REMOVE I.D. TAGS.
CINCH TIES 1" DIA.
2" DIA. ROUND FIR POSTS; 2 PER TREE
MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN EXISTING
GRADE, TO ALLOW FOR SETTLEMENT
MULCH PER PLAN, CREATE WATER BASIN AROUND TREE
FINISHED GRADE
CUT AND REMOVE ALL BURLAP AND WIRE FROM TOP 1/3 OF B&B
ROOT BALL
BACKFILL MIX AS SPECIFIED
BELOW SCARIFY PIT BOTTOM (MIN. 6")
2 X BALL DIA.
DECIDUOUS TREE PLANTING DETAIL
TRUNK CALIPER SHALL MEET
ANSI Z60 CURRENT EDITION
FOR ROOT BALL SIZE.
ROUND-TOPPED SOIL BERM
4" HIGH X 8" WIDE ABOVE
ROOT BALL SURFACE SHALL
BE CENTERED ON THE
DOWNHILL SIDE OF THE ROOT
BALL FOR 240°. BERM
SHALL BEGIN AT ROOT BALL
PERIPHERY.
ORIGINAL GRADE.
BOTTOM OF ROOT BALL
RESTS ON EXISTING OR
RECOMPACTED SOIL.
ORIGINAL SLOPE SHOULD PASS
THROUGH THE POINT WHERE THE
TRUNK BASE MEETS
SUBSTRATE/SOIL.
3" LAYER OF MULCH. NO MORE
THAN 1" OF MULCH ON TOP OF
ROOT BALL. (SEE
SPECIFICATIONS FOR MULCH).
MODIFIED SOIL. DEPTH
VARIES. (SEE SOIL
PREPARATION PLAN OR
SPECIFICATION).
ROOT BALL MODIFIED AS
REQUIRED.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT OVER
COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED, POUR
WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
NOTES:
1- TREES SHALL BE OF QUALITY PRESCRIBED IN
CROWN OBSERVATIONS AND ROOT OBSERVATIONS
DETAILS AND SPECIFICATIONS.
2- SEE SPECIFICATIONS FOR FURTHER
REQUIREMENTS RELATED TO THIS DETAIL.
TOP OF ROOT BALL SHALL BE
FLUSH WITH FINISHED GRADE
3" LAYER OF MULCH. NO MORE
THAN 1" OF MULCH ON TOP OF
ROOT BALL. (SEE SPECIFICATIONS
FOR MULCH).
TRUNK CALIPER SHALL
MEET ANSI Z60 CURRENT
EDITION FOR ROOT BALL SIZE.
CENTRAL LEADER.
(SEE CROWN OBSERVATION
DETAILS).
ROOT BALL MODIFIED
AS REQUIRED.
ROUND-TOPPED SOIL BERM 4"
HIGH X 8" WIDE ABOVE ROOT
BALL SURFACE SHALL BE
CENTERED ON THE DOWNHILL
SIDE OF THE ROOT BALL FOR
240°. BERM SHALL BEGIN AT
ROOT BALL PERIPHERY.
FINISHED GRADE.
MODIFIED SOIL. DEPTH
VARIES. (SEE SOIL
PREPARATION PLAN)
EXISTING SOIL.
PRIOR TO MULCHING, LIGHTLY
TAMP SOIL AROUND THE ROOT
BALL IN 6" LIFTS TO BRACE TREE.
DO NOT OVER COMPACT. WHEN
THE PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER
AROUND THE ROOT BALL TO
SETTLE THE SOIL.
BOTTOM OF ROOT BALL
REST ON EXISTING OR
RECOMPACTED SOIL.
TREE w/ BERM (EXISTING SOIL MODIFIED)
NOTES:
1- TREES SHALL BE OF QUALITY
PRESCRIBED IN CROWN
OBSERVATIONS AND ROOT
OBSERVATIONS DETAILS
AND SPECIFICATIONS.
2- SEE SPECIFICATIONS FOR
FURTHER REQUIREMENTS
RELATED TO THIS DETAIL.
EVERGREEN TREE PLANTING DETAIL
NOTES:
1. PLANT SO THAT THE TOP OF THE ROOT BALL IS EVEN WITH
THE FINISHED GRADE.
2.BACKFILL MIX: 1/2 SANDY LOAM TOPSOIL + 1/4 ORGANIC
MULCH, & 1/4 NATIVE SOILS.
3. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL
WHEN INSTALLING TREE STAKES.
4. WATER THOROUGHLY AFTER INSTALLATION.
5.STAKING IS REQUIRED: LOOSEN TREE STAKES AFTER
FIRST GROWING SEASON AND REMOVE TREE STAKES
AFTER SECOND GROWING SEASON.
6. OVER EXCAVATE PITS TO 3' DEPTH AND INSTALL
ADDITIONAL COMPACTED TOPSOIL UNDER TREE.
7. PULL COBBLE ROCK A MINIMUM OF 6" AWAY FROM TRUNK
OF TREE.
8. LEAVE PLANT I.D. TAGS ON THE TREES UNTIL ACCEPTANCE
BY THE OWNER. AFTER FINAL ACCEPTANCE, REMOVE I.D.
TAGS.
2 X BALL DIA.
CINCH TIES 1" DIA.
MULCH PER PLANS
FORM WATER BASIN
32"X4"X24" PRESS TREATED
STAKES - TOP OF STAKE
6" ABOVE GROUND
SPECIFIED BACKFILL MIX
WATER & TAMP TO
REMOVE AIR POCKETS
3'-4' SPREAD
1 3 H
E
I
G
H
T
OF
T
R
E
E
HE
I
G
H
T
V
A
R
I
E
S
NOTES:
1. IF PLANT IS BALL & BURLAP, CUT AND REMOVE TOP 1/3
OF BURLAP FROM ROOT BALL.
2. IF PLANT IS CONTAINERIZED, SCARIFY ROOT BALL PRIOR
TO PLANTING.
3. BACKFILL MIX: 1/2 SANDY LOAM + 1/4 ORGANIC MULCH +
1/4 NATIVE SOILS IF NATIVE SOILS ARE SUITABLE.
4. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL
WHEN INSTALLING TREE STAKES.
5. WATER THOROUGHLY AFTER INSTALLATION.
8. LEAVE PLANT I.D. TAGS ON THE TREES UNTIL
ACCEPTANCE BY THE OWNER. AFTER FINAL
ACCEPTANCE, REMOVE I.D. TAGS.
MULCH, PER PLANS.FORM WATER BASIN WITH 3"
CONTINUOUS RIM - REQ'D
SPECIFIED BACKFILL MIX. WATER &
TAMP TO REMOVE AIR POCKETS - REQ'D
2 X BALL DIA.
SHRUB PLANTING DETAIL
PLANTING SOIL
MIXTURE
FINISHED GRADEMULCH
SEE PLANTING
SCHEDULE FOR
ON CENTER SPACING
1'
M
I
N
.
E
Q
.EQ.
PLAN
SECTION VIEW
6"
m
i
n
.
GROUNDCOVER PLANTS TO BE
TRIANGULARLY SPACED.
MULCH.
PAVEMENT.
EXISTING SOIL.
MODIFIED SOIL. DEPTH VARIES. (SEE
SPECIFICATIONS FOR SOIL MODIFICATION).
FINISHED GRADE.
2-3" THICK LAYER OF MULCH.
NOTES:
1- SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE, AND SPACING DIMENSION.
2- SMALL ROOTS (1 4" or less) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY
ARE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE
HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY
CAN BE REMOVED AT THE TIME OF PLANTING. (SEE ROOT BALL SHAVING CONTAINER DETAIL).
3- SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING.
MULCH PER PLANS
12" RADIUS, BOTH SIDES
NEW TURF PER PLAN
SCREENED & AMENDED TOPSOIL
COMPACTED AGGREGATE BASE UNDER CURBING
85% COMPACTED SOIL UNDER AGGREGATE BASE
NOTE:
1. PROVIDE CONTROL JOINT IN CONCRETE EDGE AT 10'
INTERVALS, PROVIDE EXPANSION JOINTS EVERY 30'.
6"
4"
1"
-
2
"
B
NOT TO SCALE
PKJ DESIGN GROUP
TREE ON SLOPE 5% (20:1) TO 50% (2:1) C
NOT TO SCALE
PKJ DESIGN GROUP D
NOT TO SCALE
PKJ DESIGN GROUP
E
NOT TO SCALE
PKJ DESIGN GROUP F
NOT TO SCALE
PKJ DESIGN GROUP G
NOT TO SCALE
PKJ DESIGN GROUP H
NOT TO SCALE
PKJ DESIGN GROUP
I
NOT TO SCALE
PKJ DESIGN GROUP J
NOT TO SCALE
PKJ DESIGN GROUP K
NOT TO SCALE
PKJ DESIGN GROUP L
NOT TO SCALE
PKJ DESIGN GROUP
PERENNIAL PLANTING GROUNDCOVER
CONCRETE MOWCURB DETAIL
MULCH DETAIL
FINISH GRADE WHERE BOULDER RETAINS GRADE
BOULDER
FINISH GRADE
BOULDER
FINISH GRADE
NOTE:
PLACE ALL BOULDERS SUCH THAT 1/4 OF THE TOTAL MASS
OF EACH BOULDER IS BELOW FINISH GRADE.
GROUP BOULDERS SO AS TO APPEAR NATURAL.
CUT FABRIC SO THAT BOULDER CAN REST ON TOP OF FABRIC.
DO NOT REMOVE FABRIC FROM UNDER THE BOULDERS.
BOULDER PLACEMENT DETAIL SOD LAYING DETAIL
NOTES: .
1. ENSURE FINISH GRADE IS 1"- 2" BELOW TOP OF
CURB, WALK, OR EDGING.
2. TURF IS THE MOST HEALTHY AND WATER EFFICIENT
WHEN MOWED AT A MIN. HEIGHT OF 2" - 2 1 2".
CONCRETE CURB, SIDEWALK OR
EDGING - SEE PLAN
SOD BASE OR ROOT AREA
4" DEPTH OF TOPSOIL UNDER SOD
CROSS RIP OR TILL SUBGRADE
AGGREGATE BASE
SUBGRADE COMPACTED TO 85%
RELATIVE DENSITY
3/
4
"
S
O
D
T
H
I
C
K
N
E
S
S
4"
2"
6"
COBBLE ROCK AND WEED BARRIER DETAIL
FINISHED SURFACE OF ADJACENT CONCRETE SIDEWALK,
CURB, OR OTHER HARDSCAPE ELEMENT PER PLAN.
FINISH GRADE OF ROCK TO BE 1-1/2" BELOW TOP OF
ADJACENT CONCRETE SURFACE, SEE PLANS.
BOULDER - SEE DETAIL 'J', THIS SHEET.
ROCK PER PLANS.
LANDSCAPE WEED BARRIER FABRIC.
UNDISTURBED SOIL
NOTES:
1. KEEP TOP OF COBBLE ROCK 1
1 2" BELOW ADJACENT WALKS AND CURBS. DO
NOT ALLOW COBBLE ROCK TO TOUCH THE TRUNK OF ANY PLANT. INSTALL
COBBLE ROCK AFTER INSTALLATION OF WEED BARRIER FABRIC AND PLANT
MATERIAL.
2. CONTRACTOR TO ENSURE THAT TOP OF WEED BARRIER FABRIC IS FREE OF
SOILS AND DEBRIS PRIOR TO PLACING COBBLE ROCK.
3. SEE LANDSCAPE PLANS FOR ROCK TYPE AND DEPTH.
4. COBBLE ROCK TO BE SCREENED AND WASHED PRIOR TO INSTALLATION.
1-
1
/
2
"
M
I
N
.
C
L
E
A
R
A
N
C
E
FINISHED SURFACE OF ADJACENT CONCRETE SIDEWALK,
CURB, OR OTHER HARDSCAPE ELEMENT PER PLAN
FINISH GRADE OF SHREDDED BARK MULCH TO BE 1"-11 2"
BELOW TOP OF ADJACENT CONCRETE SURFACE
3" DEPTH OF MULCH
DEWITT 5 OZ WEED BARRIER FABRIC
UNDISTURBED SOIL
1"
M
I
N
.
C
L
E
A
R
A
N
C
E
3"
LP-2.5
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION DEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
LANDSCAPE PLAN
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018
LANDSCAPE ARCHITECT / PLANNER
NO. REVISION DATE
1
2
3
4
5
6
7
02-12-2017 ID17008
472 NORTH YELLOWSTONE HWY
REXBURG, IDAHO
THOMSON FARMS STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
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02-12-2018 IRRIGATION SPECIFICATIONSPART I - GENERAL1.1SUMMARYWORK TO BE DONE INCLUDES ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE THEPROJECT IRRIGATION SYSTEM AS INDICATED ON THE CONSTRUCTION DRAWINGS, AND AS SPECIFIED HEREIN. INCLUDESBUT IS NOT LIMITED TO: FURNISHING AND INSTALLING UNDERGROUND AND ABOVE GROUND SPRINKLER SYSTEMCOMPLETE WITH ANY ACCESSORIES NECESSARY FOR PROPER FUNCTION AND OPERATION OF THE SYSTEM. ALL PLANTMATERIAL ON THE PROJECT SHALL BE IRRIGATED. REMOVAL AND DISPOSAL OF ANY EXISTING SPRINKLER SYSTEMCOMPONENTS ARE NOT TO BE SAVED, WHICH ARE DISTURBED DURING THE CONSTRUCTION PROCESS. RESTORATION OFANY ALTERED OR DAMAGED EXISTING LANDSCAPE TO ORIGINAL STATE AND CONDITION. CONTRACTOR TO FOLLOWWORK SCOPE AND MASTER SERVICE AGREEMENT FOR ALL WARRANTY INSTALLATION SERVICE AND MAINTENANCEREQUIREMENTS.1.2SYSTEM DESCRIPTIONA.DESIGN OF IRRIGATION COMPONENTS: LOCATIONS OF IRRIGATION COMPONENTS ON CONSTRUCTION DRAWINGSMAY BE APPROXIMATE. PIPING, SLEEVING AND/OR OTHER COMPONENTS SHOWN ON CONSTRUCTION DRAWINGSMAY BE SHOWN SCHEMATICALLY FOR GRAPHIC CLARITY AND DEMONSTRATION OF COMPONENT GROUPINGS ANDSEPARATIONS. ALL IRRIGATION COMPONENTS SHALL BE PLACED IN LANDSCAPED AREAS, WITH THE EXCEPTION OFPOPE AND WIRE IN SLEEVING UNDER HARDSCAPES. ACTUAL ROUTING OF PIPE, WIRE OR OTHER COMPONENTS MAY BEALTERED DUE TO SITE CONDITIONS NOT ACCOUNTED FOR IN THE DESIGN PROCESS.B.CONSTRUCTION REQUIREMENTS: ACTUAL PLACEMENT MAY VARY AS REQUIRED TO ACHIEVE A MINIMUM OF 100%COVERAGE WITHOUT OVERSPRAY ONTO HARDSCAPE, BUILDINGS OR OTHER FEATURES.C.LAYOUT OF IRRIGATION COMPONENTS: DURING LAYOUT AND STAKING, CONSULT WITH OWNER APPROVEDREPRESENTATIVE (HEREAFTER REFERRED TO AS OAR) TO VERIFY PROPER PLACEMENT OF IRRIGATION COMPONENTSAND TO PROVIDE CONTRACTOR RECOMMENDATIONS FOR CHANGES, WHERE REVISIONS MAY BE ADVISABLE. SMALLOR MINOR ADJUSTMENTS TO SYSTEM LAYOUT ARE PERMISSIBLE TO AVOID EXISTING FIELD OBSTRUCTIONS SUCH ASUTILITY BOXES OR STREET LIGHT POLES. CONTRACTOR SHALL PLACE REMOTE CONTROL VALVES IN GROUPS ASPRACTICAL TO ECONOMIZE ON QUANTITY OF MANIFOLD ISOLATION VALVES. QUICK COUPLER VALVES SHALL BEPLACED WITH MANIFOLD GROUPS AND PROTECTED BY MANIFOLD ISOLATION VALVES. QUICK COUPLER VALVES ARESHOWN ON CONSTRUCTION DOCUMENTS IN APPROXIMATE LOCATIONS.1.3DEFINITIONSA.WATER SUPPLY: SECONDARY WATER PIPING AND COMPONENTS, FURNISHED AND INSTALLED BY OTHERS TO PROVIDEIRRIGATION WATER TO THIS PROJECT, INCLUDING BUT NOT LIMITED TO SADDLES, NIPPLES, SPOOLS, SHUT OFFVALVES, CORPORATION STOP VALVES, WATER METERS, PRESSURE REGULATION VALVES, AND PIPING UPSTREAM OF(OR PRIOR TO) THE POINT OF CONNECTION.B.POINT OF CONNECTION: LOCATION WHERE THE CONTRACTOR SHALL TIE INTO THE WATER SUPPLY. MAY REQUIRESADDLE, NIPPLES, SPOOLS, ISOLATION VALVES OR STOP AND WASTE VALVE FOR LANDSCAPE IRRIGATION NEEDS ANDUSE.C.MAIN LINE PIPING: PRESSURIZED PIPING DOWNSTREAM OF THE POINT OF CONNECTION TO PROVIDE WATER TOREMOTE CONTROL VALVES AND QUICK COUPLERS. NORMALLY UNDER CONSTANT PRESSURE.D.LATERAL LINE PIPING: CIRCUIT PIPING DOWNSTREAM OF REMOTE CONTROL VALVES TO PROVIDE WATER TOSPRINKLER HEADS, SPRINKLER HEADS, DRIP SYSTEMS OR BUBBLERS.1.4REFERENCESA.THE FOLLOWING STANDARDS WILL APPLY TO THE WORK OF THIS SECTION:i.ASTM-AMERICAN SOCIETY FOR TESTING AND MATERIALSi.a.THE IRRIGATION ASSOCIATION: MAIN BMP DOCUMENT, LANDSCAPE IRRIGATION SCHEDULING AND WATERMANAGEMENT DOCUMENT.1.5SUBMITTALSA. SHALL ONLY BE REQUIRED IN JURISDICTIONS WHERE THE CITY MAINTAINS THE COMMON AREAS. OR IF REQUIRED BYTHE JURISDICTION. AT LEAST THIRTY (30) DAYS PRIOR TO ORDERING OF ANY MATERIALS, THE CONTRACTOR SHALLPROVIDE MANUFACTURER CATALOG CUT SHEET AND CURRENT PRINTED SPECIFICATIONS FOR EACH ELEMENT ORCOMPONENT OF THE IRRIGATION SYSTEM. SUBMITTALS SHALL BE IN THREE RING BINDERS OR OTHER SIMILAR BOUNDFORM. PROVIDE FIVE COPIES OF SUBMITTALS TO OAR FOR DISTRIBUTION. PLACE COVER OR INDEX SHEET INDICATINGORDER IN SUBMITTAL DOCUMENT. NO MATERIAL SHALL BE ORDERED, DELIVERED OR ANY WORK PRECEDED IN THEFIELD UNTIL THE REQUIRED SUBMITTALS HAVE NEED REVIEWED IN ITS ENTIRETY AND STAMPED APPROVED.DELIVERED MATERIAL SHALL MATCH THE APPROVED SAMPLES.B.OPERATION AND MAINTENANCE MANUAL:ii.SHALL BE LEFT ON CONTROL TIMER FOR OWNER AND REPRESENTATIVE.a.SECTION LISTING INSTRUCTIONS TO BE PROVIDED TO OWNER. A COMPUTER VIDEO LINK PER WORKSCAPE ANDMASTER SERVICE AGREEMENT FOR OVERALL SYSTEM OPERATION AND MAINTENANCE. INCLUDE DIRECTIONS FORSPRING START-UP AND WINTERIZATION.D.INSTALLER IS TO PROVIDE TO OWNER AS-BUILT DRAWINGS OF MAINLINE AND WIRE SCHEMATICS AND SLEEVING ANDZONING LOCATIONS.C.DIMENSIONS ARE TO BE TAKEN FROM PERMANENT CONSTRUCTED SURFACES, FEATURES, OR FINISHED EDGESLOCATED AT OR ABOVE FINISHED GRADE.1.6QUALITY ASSURANCEA.ACCEPTANCE: DO NOT INSTALL WORK OF THIS SECTION PRIOR TO ACCEPTANCE BY OWNER FIND OF AREA TO RECEIVESUCH WORK.B.REGULATORY REQUIREMENTS: ALL WORK AND MATERIALS SHALL BE ACCORDING TO ANY AND ALL RULES,REGULATIONS OR CODES, WHETHER THEY ARE STATE OR LOCAL LAWS AND ORDINANCES. CONTRACT DOCUMENTS,DRAWINGS OR SPECIFICATIONS MAY NOT BE CONSTRUED OR INTERPRETED TO PERMIT WORK OR MATERIALS NOTCONFORMING TO THE ABOVE CODES.C.ADEQUATE WATER SUPPLY: WATER SUPPLY TO THIS PROJECT EXISTS, INSTALLED BY OTHERS. CONNECTIONS TO THESESUPPLY LINES SHALL BE BY THIS CONTRACTOR. VERIFY THAT PROPER CONNECTION IS AVAILABLE TO SUPPLY LINE ANDIS OF ADEQUATE SIZE. VERIFY THAT SECONDARY CONNECTION COMPONENTS MAY BE INSTALLED IF NECESSARY.PERFORM STATIC PRESSURE TEST PRIOR TO COMMENCEMENT OF WORK. NOTIFY OAR IN WRITING OF PROBLEMSENCOUNTERED PRIOR TO PROCEEDING.D.WORKMANSHIP AND MATERIALS:i.IT IS THE INTENT OF THIS SPECIFICATION THAT ALL MATERIAL HEREIN SPECIFIED AND SHOWN ON THECONSTRUCTION DOCUMENTS SHALL BE OF OWNER APPROVED COMPONENTS OR EQUAL QUALITY.j.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THETRADE.E.CONTRACTOR QUALIFICATIONS:ii.INSTALLER TO BE LICENSED AND INSURED AND MEET REQUIREMENTS OF EDGE HOMES WORK SCOPE ANDMASTER SERVICE AGREEMENT (MSA)1.7DELIVERY-STORAGE-HANDLINGA.DURING DELIVERY, INSTALLATION AND STORAGE OF MATERIALS FOR PROJECT, ALL MATERIALS SHALL BE PROTECTEDFROM CONTAMINATION, DAMAGE, VANDALISM, AND PROLONGED EXPOSURE TO SUNLIGHT. ALL MATERIAL STOREDAT PROJECT SITE SHALL BE NEATLY ORGANIZED IN A COMPACT ARRANGEMENT AND STORAGE SHALL NOT DISRUPTPROJECT OWNER OR OTHER TRADES ON PROJECT SITE. ALL MATERIAL TO BE INSTALLED SHALL BE HANDLED BYCONTRACTOR WITH CARE TO AVOID BREAKAGE OR DAMAGE. DAMAGED MATERIALS ATTRIBUTED TO CONTRACTORSHALL BE REPLACED WITH NEW AT CONTRACTOR'S EXPENSE.1.8SEQUENCINGA.PERFORM SITE SURVEY, RESEARCH UTILITY RECORDS, CONTACT UTILITY LOCATION SERVICES. THE CONTRACTOR SHALLFAMILIARIZE HIMSELF WITH ALL HAZARDS AND UTILITIES PRIOR TO WORK COMMENCEMENT. CONTRACTOR SHALLVERIFY ALL SLEEVE INSTALLATION, PERFORMED BY OTHERS, IS INTACT AND IN PLACE. IF NOT, CONTACT OWNERREPRESENTATIVE. IRRIGATION SYSTEM POINT OF CONNECTION COMPONENTS, BACKFLOW PREVENTION ANDPRESSURE REGULATION DEVICES SHALL BE INSTALLED AND OPERATIONAL PRIOR TO ALL DOWNSTREAMCOMPONENTS. ALL MAIN LINES SHALL BE THOROUGHLY FLUSHED OF ALL DEBRIS PRIOR TO INSTALLATION OF ANYSPRINKLER HEADS.1.9WARRANTYA.CONTRACTOR SHALL PROVIDE ONE YEAR WARRANTY. WARRANTY SHALL COVER ALL MATERIALS, WORKMANSHIP AND LABOR. WARRANTY SHALL INCLUDE FILLING AND OR REPAIRING DEPRE
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O
T
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E
R
PLANTINGS DUE TO SETTLEMENT OF IRRIGATION TRENCHES OR IRRIGA
T
I
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N
S
Y
S
T
E
M
E
L
E
M
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N
T
S
.
V
A
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B
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,
SPRINKLERS OR OTHER COMPONENTS SETTLED FROM ORIGINAL FINIS
H
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B
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GRADE. IRRIGATION SYSTEM SHALL HAVE BEEN ADJUSTED TO PROVID
E
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AREAS. PER EDGE HOMES WORK SCOPE AND MASTER SERVICE AGREE
M
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/
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.
1.10MAINTENANCEA.FURNISH THE FOLLOWING ITEMS TO OWNER'S REPRESENTATIVE:i.TWO QUICK COUPLER KEYS WITH HOSE SWIVELS.PART 2 - PRODUCTS2.1POINT OF CONNECTIONA.THE CONTRACTOR SHALL CONNECT ONTO EXISTING IRRIGATION OR W
A
T
E
R
M
A
I
N
L
I
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E
A
S
N
E
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D
E
D
F
O
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P
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I
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T
(
S
)
O
F
CONNECTION. CONTRACTOR SHALL INSTALL NEW MAIN LINE AS INDIC
A
T
E
.
2.2CONNECTION ASSEMBLYA.SECONDARY WATER SHALL BE USED ON THIS PROJECT.2.3CONTROL SYSTEMA.POWER SUPPLY TO THE IRRIGATION CONTROLLER SHALL BE PROVIDED
F
O
R
B
Y
O
W
N
E
R
.
B.CONTROLLER SHALL BE AS SPECIFIED IN THE DRAWINGS. CONTROLLER
S
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A
L
L
B
E
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U
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P
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.
i.INSTALLATION OF WALL-MOUNT OR PEDESTAL MOUNTED CONTROLL
E
R
S
:
I
R
R
I
G
A
T
I
O
N
C
O
N
T
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A
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S
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A
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B
E
RESPONSIBLE FOR THIS TASK. POWER CONFIGURATION FOR WALL-MO
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E
S
T
A
L
C
O
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T
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L
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S
S
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B
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1
2
0
VAC UNLESS OTHERWISE NOTED.2.4SLEEVINGA.CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT EXISTING UNDERG
R
O
U
N
D
U
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I
L
I
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I
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S
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P
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N
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.
S
L
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V
I
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G
MINIMUM SIZE SHALL BE 2”. SLEEVING 2” THROUGH 4” IN SIZE SHALL
B
E
S
/
4
0
P
V
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S
O
L
V
E
N
T
W
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L
D
.
S
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6
”
A
N
D
LARGER SHALL BE CL 200 PVC GASKETED. SLEEVE DIAMETER SHALL BE
A
T
L
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A
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T
W
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I
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S
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PIPE WITHIN THE SLEEVE. SLEEVES SHALL BE EXTENDED 6” MINIMUM
B
E
Y
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N
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W
A
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.
W
I
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OR CABLE SHALL NOT BE INSTALLED IN THE SAME SLEEVE AS PIPING, B
U
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A
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B
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A
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.
SLEEVE ENDS ON SLEEVE SIZES 4” AND LARGER SHALL BE CAPPED WIT
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CAP, PRESSURE FIT, UNTIL USED, TO PREVENT CONTAMINATION. SLEE
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DEPTHS FOR MAIN LINE PIPE OR LATERAL PIPE.2.5MAIN LINE PIPEA.ALL MAIN LINE PIPE 4” AND LARGER SHALL BE CLASS 200 GASKETED BE
L
L
E
N
D
.
A
L
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A
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P
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3
”
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D
SMALLER SHALL BE SCHEDULE 40 PVC SOLVENT WELD BELL END.ii.MAXIMUM FLOWS ALLOWED THROUGH MAIN LINE PIPE SHALL
B
E
:
ii.22 GPM - 1 ¼” PIPEiii.30 GPM - 1 ½” PIPEiv.50 GPM - 2” PIPEv.75 GPM 2 ½” PIPEvi.100 GPM - 3” PIPEvii.200 GPM - 4” PIPEviii.400 GPM - 6” PIPEix.MAIN LINE PIPE SHALL BE BURIED WITH 18” COVER2.6MAIN LINE FITTINGSA.ALL MAIN LINE FITTINGS 3” AND LARGER SHALL BE GASKETED DUCTILE
I
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HAVING CHANGE OF DIRECTION SHALL HAVE PROPER CONCRETE THRU
S
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K
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.
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S
SMALLER THAN 1 1/2” IN SIZE SHALL BE SCHEDULE 40 PVC. FITTINGS 1
1
/
2
"
-
3
"
S
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B
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8
0
.
2.7ISOLATION VALVESA.ISOLATION VALVES 3” AND LARGER SHALL BE CAST IRON GATE VALVE,
R
E
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I
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I
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N
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W
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D
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,
P
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TYPE, WITH 2” SQUARE OPERATING NUT. PLACE SLEEVE OF 6” OR LAR
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THEN EXTEND TO GRADE. PLACE 10” ROUND VALVE BOX OVER SLEEVE
A
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A
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.
B.ISOLATION VALVES 2-1/2” AND SMALLER SHALL BE BRASS BALL VALVES
,
C
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BOX. VALVES SHALL BE INSTALLED WITH S/80 PVC TOE NIPPLES ON BO
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A
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.
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PLACED SO THAT THE HANDLE IS VERTICAL TOWARD THE TOP OF THE
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.
2.8REMOTE CONTROL VALVESA.REMOTE CONTROL VALVES SHALL BE AS SPECIFIED ON THE DRAWINGS
.
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SEPARATELY AND INDIVIDUALLY IN SEPARATE CONTROL BOXES.2.9MANUAL CONTROL VALVESA.QUICK COUPLER VALVE SHALL BE ATTACHED TO THE MANIFOLD SUB-
M
A
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WITH SNAP-LOCK OUTLET AND BRASS STABILIZER ELBOW. QUICK COU
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A 10” ROUND VALVE BOX. TOP OF QUICK COUPLER VALVE COVER SHA
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VALVE BOX LID, BUT ALSO ALLOW FOR INSERTION AND OPERATION OF
K
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.
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OF QUICK COUPLER SWING JOINT SHALL BE ENCASED IN ¾” GRAVEL. C
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VALVES FURTHER THAN 200 FEET APART, TO ALLOW FOR SPOT WATER
I
N
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P
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W
PLANT MATERIAL. QUICK COUPLER VALVE AT POC SHALL NOT BE ELIMI
N
A
T
E
D
O
R
R
E
L
O
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A
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D
.
2.10LATERAL LINE PIPEA.ALL LATERAL PIPING SHALL BE SCHEDULE 40 PVC, SOLVENT WELD, AN
D
B
E
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L
E
N
D
.
L
A
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A
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B
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D
WITH 12-18” OF COVER TYPICALLY. LATERAL PIPE SHALL BE ¾”, 1”, 1 ¼
”
,
1
½
”
O
R
2
”
I
N
S
I
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A
S
I
N
D
I
C
A
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D
O
N
CONSTRUCTION DRAWINGS.2.11LATERAL LINE FITTINGSA.ALL LATERAL LINE FITTINGS SHALL BE S/40 PVC2.12SPRAY SPRINKLERSA.SPRAY HEAD SPRINKLERS SHALL BE AS SPECIFIED ON THE DRAWINGS.
N
O
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L
E
S
S
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B
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DRAWINGS.2.13VALVE BOXESA.VALVE BOXES SHALL BE USED ON THIS PROJECT. SIZES ARE AS DIRECTE
D
I
N
T
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S
E
S
P
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I
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I
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,
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PLAN SHEETS. VALVE BOXES SHALL BE CENTERED OVER THE CONTROL
V
A
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Y
C
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.
V
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B
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SHALL BE SIZED LARGE ENOUGH TO ALLOW AMPLE ROOM FOR SERVIC
E
S
A
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,
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VALVE OR ELEMENT. VALVE BOX SHALL BE SET TO FLUSH TO FINISH GR
A
D
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.
CONTRACTOR SHALL PROVIDE EXTENSIONS OR STACK ADDITIONAL VA
L
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B
O
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B
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PIT TO PROPER GRADE.2.14IMPORT BACKFILLA.ALL MAIN LINE PIPE, LATERAL LINE PIPE AND OTHER IRRIGATION ELEM
E
N
T
S
S
H
A
L
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B
E
B
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D
D
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B
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CLEAN SOIL, FREE OF ROCKS 1” AND LARGER. CONTRACTOR SHALL FUR
N
I
S
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A
N
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I
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MATERIAL AS NECESSARY DUE TO ROCKY CONDITIONS. TRENCHES AND
O
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AND/OR WATER SETTLED TO ELIMINATE SETTLING. DEBRIS FROM TRE
N
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O
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A
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S
U
N
-
U
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A
B
L
E
F
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F
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SHALL BE REMOVED FROM PROJECT AND DISPOSED OF PROPERLY BY C
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A
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.
2.15OTHER PRODUCTSA.SUBSTITUTION OF EQUIVALENT PRODUCTS IS SUBJECT TO THE OAR'S A
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ACCEPTED IN WRITING.i.THE CONTRACTOR SHALL PROVIDE AND INSTALL MATERIALS TO MAK
E
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.
PART 3 - EXECUTION3.1PREPARATIONA.CONTRACTOR SHALL REPAIR OR REPLACE WORK DAMAGED BY IRRIGA
T
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S
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WORK IS NEW, REPLACEMENT OR THE ORIGINAL INSTALLER OF THAT
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LANDSCAPE OF THIS PROJECT SHALL REMAIN IN PLACE. CONTRACTOR
S
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8
5
0
1-1/2" GRAY PVC
CONDUIT FOR
IRRIGATION
CONTROLLER
WIRE
SAND BEDDING MATERIAL (.25 INCH SIEVE)
2 IN. THICK SURROUNDING THE PIPES REQ'D
PVC SCHEDULE 40 LATERAL LINE REQ'D
FINISH GRADE
COMPACTED BACKFILL
PVC SCHEDULE 40 MAINLINE REQ'D
12
"
M
I
N
.
E
NOT TO SCALE
PKJ DESIGN GROUP
TURF
SUBGRADE
2" PVC SCH. 40 SLEEVE NOTCHED TO FIT OVER VALVE
BALL VALE
GRAVEL SUMP - VOLUME SUFFICIENT TO HOLD RUN OFF
18" x 18" x 12" MIN.
3/4" MARLEX STREET ELBOWMAINLINE
NOTES:
1. ALL PVC NIPPLES AND ELBOWS TO BE SCH. 80 UNLESS OTHERWISE
NOTED.
2. PROVIDE VALVE KEY TO OWNER
MANUAL DRAIN ASSEMBLY
10" ROUND VALVE BOX
B
I
NOT TO SCALE
PKJ DESIGN GROUP
POP-UP ROTOR SPRINKLER - SEE LEGEND
FINISH GRADE
NOTE: ALL ROTOR HEADS TO BE PLACED 2" CLEAR OF ALL HARDSCAPE SURFACES
SCH. 80 THREADED NIPPLE
PVC SCH. 40 SxSxT TEE (OR ELL)
PVC LATERAL LINE, SIZE AS NOTED ON PLAN
SWING JOINT ARM INSTALLED AT ANGLE BETWEEN 30 AND 45 DRG. OF
LATERAL PIPE. USE MALE THREAD MODEL
DEPTH - SEE NOTES & TRENCH DETAIL
MARLEX STREET ELL'S (3)
1
2
3
4
5 69
7
8
9
POP UP ROTOR DETAIL
1
2
3
4
5
6
7
8
9
D
NOT TO SCALE
PKJ DESIGN GROUPSTOP AND WASTE VALVE ASSEMBLY
GROUND COVER
SUBGRADE
PVC MAINLINE TO BACKFLOW PREVENTER
BRASS STOP AND WASTE VALVE
COPPER MAINLINE
NOTES:
1. ALL PVC NIPPLES AND ELBOWS TO BE SCH. 40 UNLESS
OTHERWISE NOTED.
2. PROVIDE VALVE KEY TO OWNER
PVC 90 DEG. ELBOW
THREADED BRASS NIPPLE (6" MIN.)BRASS COMPRESSION TEE TO MATCH MAINLINE SIZE
2" PVC SCH. 40 SLEEVE NOTCHED
TO FIT OVER STOP AND WASTE VALVE
THREADED BRASS NIPPLE (6" MIN.)
PVC SNUG CAP
48
"
M
I
N
.
NOTES:
1. FLUSH ALL PIPING PRIOR TO INSTALLING VALVE.
2. WRAP ALL THREADS WITH TEFLON TAPE. 1 1/2 TO 2 WRAPS MAXIMUM.
3. COMPACT SOILS AROUND VALVE BOX TO 80% OF ORIGINAL DRY DENSITY.
4. INSTALL GEOFABRIC UNDER VALVE BOXES AND TAPE TO PIPE NIPPLES AND VALVE BOX.
5. BOX COLOR - GREEN IN TURF AND TAN IN PLANTER AREAS.
6. IRRIGATION SYSTEM TO BE BLOWN OUT WITH AIR COMPRESSOR THROUGH QUICK COUPLERS BEFORE FREEZING
TEMPERATURES OCCUR, TYP.
RAINBIRD VALVE BOX (SIZE AS REQUIRED)
WITH EXTENSIONS IF NECESSARY
INSTALL VALVE BOX 2"
ABOVE FINISH GRADE IN SHRUB AREAS
FINISH GRADE
HEAVY DUTY GALVANIZED FASTENERS (2 REQUIRED)
GALV. NIPPLES
3/4" MIN GRAVEL BASE
GALV. STREET ELL
MAINLINE WITH SCH. 80 TEE. SIZE AS REQUIRED.
GALV. ELL AND STREET ELL
30" X 1" GALVANIZED ANGLE IRON STAKE
RAINBIRD V44LRC QUICK COUPLER VALVE
1 10" ROUND GREEN PLASTIC VALVE BOX
W/ BOLT LOCK,
2 FINISH GRADE
3 6" PVC SCH. 40 PIPE SLEEVE,
4" - 6" BELOW GRADE
4 2" SQUARE OPERATING NUT
5 FLANGE X FLANGE GATE VALVE
SEE EQUIPMENT SCHEDULE
6 SCH. 80 FLANGE ADAPTER
7 MAIN WATER SUPPLY LINE
8 6" MIN. GRAVEL
9 SUBGRADE COMPACTED TO 95%
10 DEPTH: 18" - 30"
11 SHRUBS - 2": SOD-11 2"; SEED 1"
1
2
3
4
5
6
7
8
9
10
11
FLOW
MAIN WATER SUPPLY LINE
JUMBO VALVE BOX WITH STAINLESS STEEL BOLTS (BOLT DOWN LID).
INSTALL AT GRADE
30" MAX. DEPTH
10"-14"
PVC SCH. 80 ELBOW
PVC SCH. 80 NIPPLE; LENGTH AS REQUIRED (TYP.)
PVC SCH. 80 ELL SAME SIZE AS VALVE
SCH. 80 NIPPLE. SIZE AS NECESSARY
MILWAUKEE BRAND OR APPROVED AMERICAN-MADE BRASS GATE
VALVE W/ NON RISING STEM (LINE SIZE)
ELECTRIC CONTROL VALVE - SEE EQUIPMENT SCHEDULE
PVC SCH. 80 UNION
WATER TIGHT CONNECTORS (3M DBY ONLY)
PROVIDE 36" EXPANSION LOOP AT EACH WIRE CONNECTOR IN BOX
SCH. 80 ELBOW WITH SCH. 80 NIPPLE INTO SxT BUSHING TO LATERAL
LATERAL LINE
CONTROL WIRES
6" MINIMUM DEPTH OF WASHED 3/4" GRAVEL
PVC SCH. 80 TEE SxSxS WITH SCH. 80 SxT BUSHING
OR DOUBLE STRAP SADDLE.
ID TAG: RAINBIRD VID SERIES OR APPROVED EQUAL
NOTES:
1. ONE REMOTE CONTROL VALVE PER BOX .
2. ALL FITTINGS AND PIPE IN MANIFOLD SHALL BE THREADED
SCH. 80 PVC USING TEFLON TAPE AND #5 RECTOR SEAL.
24
"
M
I
N
.
EXTEND ALL SLEEVING 18" MIN.
BEYOND EDGE OF PAVING
PAVING SURFACE
SURROUND ALL SLEEVING WITH
2 INCHES OF MATERIAL
PASSING A .25 IN. SIEVE
ALL SLEEVES SHALL
BE 2" LARGER THAN
PIPE TO BE SLEEVED
IN
S
T
A
L
L
B
E
L
O
W
GR
A
N
U
L
A
R
BO
R
R
O
W
18"18"PAVEMENT
H
NOT TO SCALE
PKJ DESIGN GROUP
TYPICAL SLEEVING
K
NOT TO SCALE
PKJ DESIGN GROUP
CONTROL VALVE ASSEMBLY
G
NOT TO SCALE
PKJ DESIGN GROUP
TRENCHING DETAIL
C
NOT TO SCALE
PKJ DESIGN GROUP
RAINBIRD QUICK COUPLER
J
NOT TO SCALE
PKJ DESIGN GROUP
SPRAY HEAD DETAIL
F
NOT TO SCALE
PKJ DESIGN GROUP
GATE VALVE ASSEMBLY
NOTES:
1. INSTALL SPRAY AND ROTARY HEADS PER THIS DETAIL.
2. INSTALL 2" AWAY FROM HARDSCAPES.
POP-UP BODY
12" BARBED MAE ELBOW REQ'D
PVC LATERAL
12" BARBED MAE ELBOW REQ'D
FLEXIBLE POLY PIPE
(24" MAX. LENGTH)
FINISH GRADE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
IRRIGATION PERFORMANCE
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
IR-5.1
NO. REVISION DATE
1
2
3
4
5
6
7
XX-XX-XX
XXXX
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111
www.bluestakes.org
BSPTPA
2"
AMIAD
R
NOT TO SCALE
PKJ DESIGN GROUP
2" PLASTIC FILTER DETAIL
UNION, TYP.
LOCKABLE LIFT OFF ENCLOSURE TO
FIT OVER BACKFLOW PREVENTER.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
QUARTER TURN BALL VALVE
AMIAD 2" T
PLASTIC FILTER
FINISHED GRADE
FLOW FLOW
IN
NOTES:
1.
2.
3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND
RESISTANCE OF 10 OHMS OR LESS.
A
NOT TO SCALE
PKJ DESIGN GROUPESP-LXME CONTROLLER IN METAL PEDISTAL
472 NORTH YELLOWSTONE HWY.
REXBURG, IDAHO
ID17008
THOMSON FARMS
02-12-2018 STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850
P
NOT TO SCALE
PKJ DESIGN GROUP
MASTER VALVE & FLOW SENSOR
Q
NOT TO SCALE
PKJ DESIGN GROUP
GROUNDING DETAIL R
NOT TO SCALE
PKJ DESIGN GROUP
2-WIRE CONNECTION
M
NOT TO SCALE
PKJ DESIGN GROUP
DRIP IRRIGATION - IN LINE EMITTERS N
NOT TO SCALE
PKJ DESIGN GROUP
FLUSH CAP BOXL
NOT TO SCALE
PKJ DESIGN GROUP
DRIP CONTROL VALVE ASSEMBLY
S
NOT TO SCALE
PKJ DESIGN GROUP
DECODER WIRING
NOTES:
1. LAYOUT DRIPLINE SO EMITTERS ARE IN
TRIANGULAR PATTERN AS SHOWN
2. APPROXIMATELY 16.2 GPH PER TREE
8' RADIUS
16' RADIUS
RAIN BIRD XFS-09-18-100 OR
EQUIVALENT
TREE (DECIDUOUS OR EVERGREEN)
RAIN BIRD XT-700 TUBING OR
EQUIVALENT AS APPROVED BY
ARCHITECT
LATERAL LINE
4-WAY BARBED TEE
BARBED TEE
12" RADIUS
RAIN BIRD XFS-09-18-100 OR EQUIVALENT
SHRUB
RAIN BIRD XT-700 TUBING OR EQUIVALENT
AS APPROVED BY ARCHITECT
LATERAL LINE
BARBED TEE
NOTE:
1. APPROXIMATELY 5.4 GPH PER SHRUB
24" EXTRA LENGTH OF XBS DRIP
TUBING LINE COILED IN VALVE BOX
NOTE:
1. INSTALL AT END OF DRIP LINE RUNS FOR WINTERIZATION IN THE FALL.
SHRUB
TREE
NOTES:
1. SECURE ALL BARB FITTINGS WITH A STAINLESS STEEL PINCH CLAMP.
2. INSTALL A AIR/VACUUM RELIEF VALVE AT HIGH POINTS WITHIN DRIP ZONE.
3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO
SECURE FABRIC TO PIPE AND VALVE BOX.
FINISH GRADE
STANDARD VALVE BOX WITH COVER:
RAIN BIRD VB-STD
WATERPROOF CONNECTION:
RAIN BIRD DB SERIES
VALVE ID TAG
30-INCH LINEAR LENGTH OF WIRE, COILED
PRESSURE REGULATING FILTER:
RAIN BIRD PRF-100-RBY (INCLUDED IN XCZ-100-PRF KIT)
PVC SCH 40 FEMALE ADAPTOR
LATERAL PIPE
REMOTE CONTROL VALVE:
RAIN BIRD 100-DV (INCLUDED IN XCZ-100-PRF KIT)
PVC SCH 40 TEE OR ELL TO MANIFOLD
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL
10" ROUND VALVE BOX
RAINBIRD XBV-075
1 CUBIC FOOT PEA GRAVEL SUMP
FINISH GRADE
O
NOT TO SCALE
PKJ DESIGN GROUP
DRIP AIR/VACUUM RELIEF VALVE ASSEMBLY
INLINE DRIP OR BLANK TUBING
3" MINIMUM DEPTH OF WASHED
PEA GRAVEL
BRICK SUPPORTS (THREE)
INLINE DRIP TUBING 180 2-WAY
ADAPTER TEE
FILTER FABRIC
3/4"M X 1/2"F REDUCTION BUSHING
AIR / VACUUM RELIEF VALVE
VALVE BOX WITH COVER
FINISH GRADE/TOP OF MULCH
FLOW
FINISH GRADE
GREEN VALVE BOX AND COVER
CONTROL WIRES WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE
CONNECTORS -
FLOW SENSOR PER IRRIGATION LEGEND
RAIN BIRD PESB SERIES MASTER VALVE
STRAIGHT PIPE REQUIRED: MINIMUM 10x PIPE DIAMETER UPSTREAM &
MINIMUM 5x PIPE DIAMETER DOWNSTREAM
UNIONS
PVC MAINLINE - LENGTH AS REQUIRED
6" DEPTH OF WASHED 3 4" GRAVEL
CONTINUOUS BRICK SUPPORTS
VALVE BOX EXTENSIONS REQUIRED
ELEVATION
GROUNDING ROD
NOTES:
1. DO NOT INSTALL ANY OTHER WIRE OR CABLE WITHIN THE SPHERE OF INFLUENCE.
2. PLACE 100 LB POWER SET SOIL AMENDMENT TO EACH PLATE AS PER MANUFACTURER'S RECOMMENDATIONS.
C
#6 AWG SOLD BARE COPPER WIRE (TYP)
ELECTRODE SPHERE OF INFLUENCE
BOUNDARY (16" X 24")
ELECTRODE SPHERE OF INFLUENCE
BOUNDARY (10' DIA.)5/8" DIA 10' LONG UL LISTED
COPPER CLAD GROUNDING ROD
5/8" DIA 10' LONG UL
LISTED COPPER
CLAD GROUNDING ROD
COPPER GROUND PLATE
(4" X 96" X 0.0625")
#6 AWG SOLD BARE
COPPER WIRE (TYP)
30" MINIMUM
EARTH CONTACT MATERIAL
CADWELD CONNECTION
12" MINIMUM
IRRIGATION CONTROLLER
CADWELD CONNECTION
1" ROUND VALVE BOX
#6 AWG SOLID BARE
COPPER WIRE (TYP)
5/8" DIA. 10' LONG UL LISTED
COPPER CLAD GROUNDING ROD
LIGHTNING
ARRESTOR
5/8" X 8'
COPPER
CLAD
GROUND
ROD
TW-SPLICE
WATER-TIGHT
CONNECTION
STRIP WIRE
NOTE:
1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG)
FROM DECODER TO SOLENOID IS 450 FEET.
FD-102
TURF
M13004
WHITE
WHITE
BLUE
BLUE
DBY
CONNECTORS
DBY
CONNECTORS
SOLENOID WIRE
SOLENOID WIRE
COMMUNICATION CABLE
TWO-WIRE
CABLE
COMMUNICATION CABLE
SOLENOID
(VALVE),
MASTER VALVE,
OR BOOSTER
PUMP/VALVE
(MAXIMUM 2)
1
2
3
4
5
6
7
8
9
10
11
1 2 3 4 5 6
7 89
10
11
1
2
3
4
5
6
6
5
4
321
1 2 3
34
5
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
99
6
1
2
3
4
5
6
7
8
9
10
11
6 6
10
10 1111
9
9
8
8
7
5
4
3 3
2 211
PRELIMINARY PLANS NOT
FOR CONSTRUCTION
PROJECT INFORMATION LANDSCAPE ARCHITECT / PLANNERDEVELOPER / PROPERTY OWNER / CLIENTISSUE DATE
IRRIGATION PERFORMANCE
NOT FOR
CONSTRUCTION
3450 N. TRIUMPH BLVD. SUITE 102
LEHI, UTAH 84043 (801) 960-2698
www.pkjdesigngroup.com
PKJ DESIGN GROUP L.L.C.
IR-5.2
NO. REVISION DATE
1
2
3
4
5
6
7
XX-XX-XX
XXXX
PM:
DRAWN:
CHECKED:
JTA
KBA
TM
PLAN INFORMATIONPROJECT NUMBER LICENSE STAMP
PLOT DATE:
Developer / Property Owner:
Client / Engineer:
2/12/2018
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111
www.bluestakes.org 472 NORTH YELLOWSTONE HWY.
REXBURG, IDAHO
ID17008
THOMSON FARMS
02-12-2018 STILLWATER EQUITY PARTNERS
ENSIGN ENGINEERS
45 WEST 10000 SOUTH,
SUITE 500
SANDY, UT 84070
160 W CANYON CREST RD
ALPINE, UTAH 84004
PH: 801-216-8850