HomeMy WebLinkAboutDesign Review App 8.3.18 (Final)
PO Box 5604 – 5160 Yellowstone Avenue
Chubbuck, ID 83202
208.237.2430 – Fax 208.237.2409
www.CityofChubbuck.us
DESIGN REVIEW
APPLICATION
Form dated 3/2018
PAGE 1 OF 5
Requirements and procedures for Preliminary Plat applications are found in chapter 18.16 of municipal code. While there is no formal deadline
for an application to be heard in a design review meeting, there is a process which allows staff to have adequate time to review the facts of
an application which is detailed on the Design Review Information Sheet.
DATE RECEIVED: FEES PAID?: Y / N CLERK INITIALS:
SECTION A –DEVELOPER/APPLICANT INFORMATION
A1.
Name
A2.
Mailing Address
City State Zip Code
A3.
Phone Number (including area code)
A4.
Email Address
SECTION B – PROFESSIONAL SERVICES INFORMATION (IF ANY)
B1.
Firm Name
B2.
Mailing Address
City State
Zip Code
B3.
Point of Contact (Name)
B4.
Email Address
SECTION C – SITE INFORMATION (ALL THE LAND IN COMMON OWNERSHIP AND/OR USE)
C1.
Site Address City Zip
C2.
Tax Parcel #(s)
C3.
Current Land Use
C4.
Are there existing structures on-site?
Yes No
C5.
Is the site under contract or in the name of the developer/applicant?
Yes No
C6.
Approximate size of property
C7.
Are there any existing items of which Staff should be aware?
Yes No If yes: _____________________________________
___________________________________________________________
___________________________________________________________
C8.
Zoning
C-1 C-2 I
Other - If other ______________________
PO Box 5604 – 5160 Yellowstone Avenue
Chubbuck, ID 83202
208.237.2430 – Fax 208.237.2409
www.CityofChubbuck.us
DESIGN REVIEW
APPLICATION
Form dated 3/2018
PAGE 2 OF 5
SECTION D – PROPOSAL INFORMATION
D1.
Project description & title
D2.
What types of vehicles will regularly access the property?
D3.
Type of Land Uses within development (residential, commercial, industrial, etc.)
D4.
Water & Sewer Needs
D5.
Estimated average daily traffic count
D6.
Number of Parking Stalls
D7.
Are there any issues related to the development of which Staff should be aware prior to meeting?
Yes No If yes: __________________________________________________________________________________________
SECTION E – ADDITIONAL SUBMITTAL REQUIREMENTS
E1. Design Review Application Fee - $26.00
E2. Current aerial or satellite imagery with labels showing:
Preparer’s
Initials
Description
Property boundaries
Existing buildings
Existing fencing
Existing off-street parking facilities
Existing signs
Existing healthy trees
Existing locations of exterior lighting
North arrow
E3. Architectural and site development plans (to scale) and notes for the proposal showing:
Preparer’s
Initials
Description
Property boundaries
Streets
Existing and new buildings
Fencing locations and type
Landscaping plan showing location and materials
Vehicle and Bike/Pedestrian circulation patterns (i.e., street approaches, internal circulation routes, parking
lots, stalls, etc.)
Off-street parking facilities and surface type
Lighting plan
Major exterior elevations showing building materials and proposed color scheme
Area of land to be disturbed by the project
Sign locations, sizes, heights, lighting
Storm and surface water retention plan – all storm water is required to be detained on-site
PO Box 5604 – 5160 Yellowstone Avenue
Chubbuck, ID 83202
208.237.2430 – Fax 208.237.2409
www.CityofChubbuck.us
DESIGN REVIEW
APPLICATION
Form dated 3/2018
PAGE 4 OF 5
SECTION H - FOR CITY STAFF USE ONLY (CONTINUED)
H4.
Type of authorization for proposed use?
Permitted Conditional Use Permit Not Permitted
H5.
Are supplemental controls applicable to the use or location?
Yes No List codes and topics: ___________________________________________________________________
______________________________________________________________________________________________________________
______________________________________________________________________________________________________________
H6.
Is water reasonably available to the site and sufficient for the conceptual need?
Yes No Comments?: ___________________________________________________________________________
H7.
Is sewer reasonably available to the site and sufficient for the conceptual need?
Yes No Comments?: ___________________________________________________________________________
H8.
Is the land platted and sufficient for the proposal?
Yes No Comments?: ___________________________________________________________________________
H9.
Will the plan have negative impacts on traffic conditions of contiguous streets?
Yes No Comments?: ___________________________________________________________________________
H10.
Is the layout sufficient for vehicular and pedestrian access, ingress/egress, and circulation?
Yes No Comments?: ___________________________________________________________________________
H11.
Is the arrangement of off-street parking sufficient to prevent traffic congestion (on-site and off-site)?
Yes No Comments?: ___________________________________________________________________________
H12.
Is the location, arrangement, and dimension of truck loading and unloading facilities (including garbage dumpster) sufficient?
Yes No Comments?: ___________________________________________________________________________
H13.
Are circulation patterns within the development adequate?
Yes No Comments?: ___________________________________________________________________________
H14.
Could the surface and lighting of off-street parking facilities create issues/hazards?
Yes No Comments?: ___________________________________________________________________________
H15.
Could the proposed outdoor advertising signs and structures create traffic hazards?
Yes No Comments?: ___________________________________________________________________________
H16.
Are the proposed outdoor advertising signs and structures harmonious with adjacent developments?
Yes No Comments?: ___________________________________________________________________________
PO Box 5604 – 5160 Yellowstone Avenue
Chubbuck, ID 83202
208.237.2430 – Fax 208.237.2409
www.CityofChubbuck.us
DESIGN REVIEW
APPLICATION
Form dated 3/2018
PAGE 5 OF 5
SECTION H - FOR CITY STAFF USE ONLY (CONTINUED)
H17.
Is the location, height, and materials of walls, fences, hedges and screen plantings in harmony with adjacent developments?
Yes No Comments?: ___________________________________________________________________________
H18.
Does landscaping conceal storage areas (including dumpsters), utility installations, or other unsightly development?
Yes No Comments?: ___________________________________________________________________________
H19.
Will the proposed landscaping prevent dust and erosion?
Yes No Comments?: ___________________________________________________________________________
H20.
Are existing healthy trees being unnecessarily destroyed?
Yes No Comments?: ___________________________________________________________________________
H21.
Do landscaping requirements of municipal code 18.14 appear to be met?
Yes No Comments?: ___________________________________________________________________________
H22.
Are there concerns with how the exterior design of the proposal will relate to adjoining structures in height, bulk, and area openings, breaks in facades,
fencing, and line and pitch of roofs?
Yes No Comments?: ___________________________________________________________________________
H23.
Do the storm and surface water drainage plans appear to meet requirements to keep said water on-site?
Yes No Comments?: ___________________________________________________________________________
H24.
Is a nonresidential waste water permit and/or business license required?
Yes No Comments?: ___________________________________________________________________________
H25.
Is a development agreement required?
Yes No Comments?: ___________________________________________________________________________
H26.
Is a pre-treatment required?
Yes No Comments?: ___________________________________________________________________________
STOPSTOPSTOPSTOP
STOPSTOPSHEET NUMBERC - 1.0SITE PLANSHEET NUMBERC - 1.0EngineersSurveyorsPlanners
600 E. Oak St. Pocatello, ID 83201 (208) 234-0110
301 58th St. W. #138 Williston, ND 58801 (701) 572-0110
TM
SITE PLAN
GEM PREP CHARTER SCHOOL
SITE IMPROVEMENTS PROJECT
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET AND
WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE
PROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THE
COPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPED
FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,
DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,
INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH
IS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED AS
AN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.CONSTRUCTION PLAN SETSHEET INFORMATION
DESIGNER:BMS
CREATED:JULY 2018
REVIEWER:JMG
LAST REVISED:
REVISIONSX
#
1
DATE BY DESCRIPTION
X
2
3SITE PLANCONSTRUCTION PLAN SET0
0
ARCH D SCALE (24"x36")
ARCH B SCALE (12"x18")
4040
4040
1 INCH = 80 FEET
1 INCH = 40 FEET
4
7/30/18
J. MITCHEL L G R EERSTATE OF I D A H O8613REGISTERED
DRAFTPROFESSIONAL EN
GI
N
EERGEM PREP SCHOOL
PINE RIDGE MALL
CAL RANCH
HOBBY LOBBY
BOULDER
5' SIDEWALK
5' SIDEWALK
STANDARD CURB & GUTTER
STANDARD CURB & GUTTER
CURB CUT
CURB CUT
6' HIGH PRIVACY FENCE
BERM
BOULDERS
ADA ACCESS
BOULDERS
BERM
BERM
BERM
BOULDERS
6' HIGH PRIVACY FENCE
6' HIGH PRIVACY FENCE
5' WIDE WALKING TRAIL
5' SIDEWALK
6' HIGH FENCE
5' WIDE WALKING TRAIL
5' WIDE WALKING TRAIL
STUDENT DROP OFF ACCESS
(BUS LA
N
E
)
(CAR LA
N
E
)(BUS LANE)(CAR LANE)MULTI-USE FIELD
BULLOCK STREET
LOU AVENUE
INTERSTATE 86
RONALD ROADSIDEAVENUE
YELLOWSTONE AVENUEQUINN ROAD
PINERIDGE MALL
HAWTHORNE ROADSTOPSTOP
GR
A
S
S
GR
A
S
S
SS
GRASS
GRASSKLAWEDIS EDIW '4GR
A
S
S
SS
GR
A
S
S
39
0
.
8
6
'
GM
STOPB B
B B
B
STOPSTOPSTOP
S 89°59'33" E 938.23
89°59'33" W 901.85
GRASS
GRASS'03.325 W "72'12°0 SL5L6N 90°00'00" E
36.67'COMPACTOREXISTING BUILDING
APPROXIMATELY
78740 SQUARE FEET4L
S 53°35'40" E
75.75'
S 53°16'46" E 763.55
C
2
S 89°34'21" E 445.34S 89°34'21" E 445.34S 89°34'21" E 445.34S 89°34'21" E 445.34S 89°34'21" E 445.34'46.221SHEET 1 OF 2
FIELD BOOK NO: N/A 2
DRAWING: R:\18\Farmers Holding Co., Gem Prep ALTA - 17151/ SURV/ CAD/ ALTA SURVEY
SCALE: 1 INCH = 40 FEET
PROJECT NO: 18073 DATE: JUNE 2018
REVISIONS
1
SURVEYED BY: S.M., J.E.
OFFICE WORK BY: J.E., J.C.
( IN FEET )
1 inch = 40 feet
0
PER CITY OF CHUBBUCK DATUM BASED ON THE CENTRAL
MERIDIAN OF EAST ZONE OF IDAHO STATE PLANE
COORDINATE SYSTEM. GEOID 12A CONUS.
BENCHMARK : IDPO CORS
A PORTION OF LOT 10, BLOCK 1 OF THE PINE RIDGE MALL RE PLAT SUBDIVISION
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 6 SOUTH,
RANGE 34 EAST , BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
ALTA BOUNDARY LINE
SECTION LINE
EXISTING PROPERTY LOT LINES
EXISTING GAS LINE
EXISTING TELEPHONE/CABLE TV LINE
EXISTING CATCH BASIN
FOUND 1/16 CORNER AS NOTED
EXISTING 6 FOOT CHAIN LINK FENCE
40 20 40
FOUND 5/8 REBAR WITH 2 INCH
ALUMINUM CAP STAMPED
RMES PLES 2341 OR AS NOTED
MALL ACCESS ROAD (PRIVATE)
EXISTING WATER LINE
A PORTION OF LOT 10, BLOCK 1 OF THE PINE RIDGE MALL RE PLAT SUBDIVISION
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 6 SOUTH,
RANGE 34 EAST , BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
MAJOR CONTOUR LINES WITH ELEVATIONS
E
0
ZONING:MAXIMUM HEIGHT- 70 FEETSTREET FRONTAGE - 10 FOOT MINIMUM SETBACKREAR AND SIDE LOT - NO RESTRICTIONS
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTINGDRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCHIN THE AREA, WETHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THEUNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE AS OF JUNE 15, 2018.
PUBLIC WORKS
(208) 237-2400
PUBLIC WORKS
(208) 237-2400
TO GEM PREP SCHOOL, STEWART TITLE GUARANTY COMPANY, PIONEER TITLE
COMPANY OF BANNOCK COUNTY, AND PINE RIDGE MALL JC LLC:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED
WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/ NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 8, and 11, OF TABLE A
THEREOF. THE FIELD WORK WAS COMPLETED ON JUNE,15TH 2018.
DATED THIS _________ DAY OF __________________ 20____.
______________________________________________
REGISTERED IN THE STATE OF IDAHO, (PE/LS 11777)
SETBACK STANDARDS
FLOOD ZONE NOTES
UTILITY STATEMENT
ZONING NOTES
IDAHO POWER301 EAST BENTON
POCATELLO, IDAHO 83201(208) 236-7748
CABLE ONE CENTURY LINK204 WEST ALAMEDA RD 930 W. CEDARPOCATELLO, IDAHO 83201 POCATELLO, IDAHO 83201(208) 232-1784 (208) 234-3401
INTERMOUNTAIN GAS COMPANY SYRINGA NETWORKS12584 WEST TYHEE RD. 460 PARK AVE.POCATELLO, IDAHO 83202 IDAHO FALLS, ID 83402(208) 397-7170
CITY OF CHUBBUCK P&D
(208) 237-2430
5160 YELLOWSTONE AVENUE
CHUBBUCK, ID 83202
5160 YELLOWSTONE AVE.
CHUBBUCK, ID 83202
5160 YELLOWSTONE AVE.
CHUBBUCK, ID 83202
11777
SUBJECT PROPERTY IS IN ZONE X, CONSIDERED AN AREA OF MINIMAL FLOOD HAZARD, FLOOD AREA ID
NUMBER 16005C_577
GENERAL COMMERCIAL (C-2)
CABLE TV TELEPHONE WATER
GAS SYRINGA NETWORKS SANITARY SEWER
GNINOZREWOP
SOUTHWEST
CORNER OF SECTION
10, FOUND RAILROAD
SPIKE, CORNER
PERPETUATION AND
FILING INST. NOS
743579 AND 20520373.
SOUTH 1/4 CORNER OF
SECTION 10, FOUND ITD BRASS
CAP MONUMENT IN A
STANDARD CITY VAULT
CORNER PERPETUATION
RECORD INST. NOS. 21510138,
20621176, 20520374 AND 806652
QUINN ROADHAWTHORNE ROADEAST QUARTER CORNER OF SECTION
10 MARKED BY AN ALUMINUM CAP
STAMPED 'CENTENNIAL PLS 806'
INSIDE A CITY VAULT PER CORNER
PERPETUATION INST. NO. 20520368
SOUTH 1/16 CORNER ON THE WEST LINE
OF SECTION 10, FOUND 2 INCH ALUMINUM
CAP STAMPED 'CENTENNIAL PLS 806'
INSIDE MONUMENT VAULT PER CORNER
PERPETUATION INST. NO. 20321452
L1'72.0672 W "64'51°0 N'72.0331'00.0341N 89°58'21" W 2601.94'L79
10
10
15
9
16
10
15
WM
FH
B
GM
EXISTING UNDERGROUND
ELECTRIC LINE
DECIDUOUS TREE 0.5 -
1.5 DIAMETER TRUNK
OR AS NOTED
HC PARKING PAINT
BOLLARD POST
WATER VALVE
FIRE HYDRANT
WATER METER
GAS METER
SEWER MANHOLE
DRIVE CENTERLINE
FH
FH
FH
FH
WME
E
LINE TABLE
#
L1
L2
L3
L4
L5
L6
L7
BEARING
S 89°59'33" E
S 89°31'24" E
N 19°56'20" W
N 00°25'39" E
N 36°24'20" E
N 36°24'20" E
S 00°15'46" E
DISTANCE
40.00'
77.64'
60.52'
83.25'
35.00'
39.76'
50.00'WATER SPIGOT
EXISTING SEWER LINE
E
CURVE TABLE
#
C1
C2
RADIUS
30.00'
20.00'
ǻ
53°38'13"
90°00'00"
ARC
LENGTH
28.08'
31.42'
TANGENT
15.17'
20.00'
CHORD
BEARING
S 26°27'40" E
S 44°34'21" E
CHORD
DISTANCE
27.07'
28.28'
EXEMPTIONS DEPICTED
ON MAP
SET 5/8 REBAR WITH 2 INCH
ALUMINUM CAP STAMPED
RMES PLES 2341
CALCULATED POSITION.
NOTHING FOUND OR SET.
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 10,
TOWNSHIP 6 SOUTH, RANGE 35 EAST, BOISE MERIDIAN, BANNOCK COUNTY,
IDAHO, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH 1/16 CORNER ON THE WEST LINE OF SECTION 10,
BEING MONUMENTED BY A 2-INCH ALUMINUM CAP MONUMENT STAMPED
'CENTENNIAL PLS 806' INSIDE A MONUMENT VAULT AS DESCRIBED IN CORNER
PERPETUATION RECORDED AS INSTRUMENT NO. 20321452 IN THE OFFICIAL
RECORDS OF BANNOCK COUNTY;
THENCE SOUTH 89°59'33" EAST A DISTANCE OF 40.00 FEET TO A POINT ON THE
EAST RIGHT-OF-WAY LINE OF HAWTHORNE ROAD, SAID POINT BEING THE
SOUTHWEST CORNER OF LOT 10, BLOCK 1, PINE RIDGE SUBDIVISION RE-PLAT, A
SUBDIVISION RECORDED AS INSTRUMENT NO. 21708589 IN THE OFFICIAL
RECORDS OF BANNOCK COUNTY; THENCE CONTINUING SOUTH 89°59'33" EAST,
ALONG A SOUTH BOUNDARY LINE OF SAID LOT 10, A DISTANCE OF 938.23 FEET TO
AN ANGLE POINT ON THE WEST BOUNDARY LINE OF SAID LOT 10, SAID POINT
BEING THE NORTHEAST CORNER OF PR2 SUBDIVISION, A SUBDIVISION
RECORDED AS INSTRUMENT NO 21615305 IN THE OFFICIAL RECORDS OF
BANNOCK COUNTY; THENCE SOUTH 0°21'27" WEST, ALONG THE WEST BOUNDARY
LINE OF SAID LOT 10, THE SAME BEING THE EAST BOUNDARY LINE OF PR2
SUBDIVISION, A DISTANCE OF 122.64 FEET; THENCE NORTH 90°00'00" EAST A
DISTANCE OF 36.67 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 0°21'27" WEST, ON A LINE PARALLEL WITH AND 36.67 FEET EAST
OF THE EAST BOUNDARY LINE OF PR2 SUBDIVISION, A DISTANCE OF 319.37 FEET
TO A POINT OF TANGENCY WITH A 30.00 FOOT RADIUS CURVE WHOSE CENTER
BEARS SOUTH 89°38'33" EAST;
THENCE FOLLOWING ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL
ANGLE OF 53°38'13" FOR AN ARC LENGTH OF 28.08 FEET (THE CHORD OF SAID
CURVE BEARS SOUTH 26°27'40" EAST A DISTANCE OF 27.07 FEET) TO A POINT OF
TANGENCY;
THENCE SOUTH 53°16'46" EAST A DISTANCE OF 406.52 FEET;
THENCE NORTH 0°00'00" WEST A DISTANCE OF 281.34 FEET;
THENCE NORTH 70°28'42" EAST A DISTANCE OF 243.77 FEET;
THENCE NORTH 88°25'34" EAST A DISTANCE OF 77.68 FEET;
THENCE NORTH 0°13'48" EAST A DISTANCE OF 115.14 FEET;
THENCE NORTH 19°33'15" WEST A DISTANCE OF 146.57 FEET;
THENCE SOUTH 70°26'38" WEST A DISTANCE OF 264.17 FEET;
THENCE NORTH 19°56'20" WEST A DISTANCE OF 60.52 FEET;
THENCE NORTH 90°00'00" WEST A DISTANCE OF 325.16 FEET TO THE POINT OF
BEGINNING.
CONTAINING 5.23 ACRES, MORE OR LESS.
PR 2 SUBDIVISION
INST. NO. 21615305
R & G SUBDIVISION NO. 2
INST. NO. 21021996
HAILE & HIWOT TEKLE
INST. NO. 21508942-44
(NOT A PART)
PINE RIDGE MALL RE-PLAT
INST. NO. 21708589
BE
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2
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8
2
2
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6
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POINT OF BEGINNING
'03.325 W "72'12°00 SN 90°00'00" W 325.16'
S 70°26'3
8
"
W
2
6
4
.
1
7
'N 19
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W
146
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N 70°28'
4
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E
2
4
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5
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4
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.
5
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'C1L3'43.182 W "00'00°00 N10' WIDE UNDERGROUND
POWER EASEMENT INST. NO. 762763
10' WIDE UNDERGROUND
POWERLINE EASEMENT
INST. NO. 678708
35' WIDE MAINTENANCE RIGHT-OF
WAY FORT HALL IRRIGATION CANAL
INST. NO. 657825
10' WIDE UNDERGROUND
POWERLINE EASEMENT
INST. NOS. 678708 & 762763
10' WIDE RIGHT-OF-
WAY EASEMENT
INST. NO. 680051
MAJOR CONTOUR LINES WITH ELEVATIONS
XXXX
XXXX
EXISTING EASEMENT LINES
FOUND 1/4 CORNER AS NOTED
FOUND SECTION CORNER AS NOTED
DIG LINE REQUEST TICKET NUMBER 2018230712, JUNE 4TH 2018.
27
62
33
20
PINE RIDGE MALL RING ROAD (PRIVATE)PI
N
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(
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305.57'139.77'
36.67
July 182
43.29'N 89°38'25" W
363.13'
C12L5L6L4N 90°00'00" W 325.16'S 0°21'27" W 319.37'S
5
3
°
1
6
'
4
6
"
E
4
0
6
.
5
2
'N 0°00'00" W 281.34'N 70°28
'
4
2
"
E
2
4
3
.
7
7
'
L2 N 0°13'48" E115.14N 19°33'15" W146.57S 70°26'
3
8
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W
2
6
4
.
1
7
'L3C1S 89°59'33" E 938.23
S 0°21'27" W 523.30S
5
3
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3
5
'
4
0
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E
75
.
7
5
'
S
5
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1
6
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4
6
"
E
7
6
3
.
5
5
S 89°34'21" E 445.34
C
2
400.66'N 90°00'00" E
36.67'
305.57'139.77'S 0°21'53" W178.11'S
5
2
°
3
1
'
2
1
"
E
30
2
.
6
7
'
70
.
1
7
'
33
6
.
3
5
'
N 89°59'33" W 901.85
L8S
5
3
°
3
5
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4
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"
E
10
1
.
2
2
'122.64'LINE TABLE
#
L1
L2
L3
L4
L5
L6
L7
L8
BEARING
S 89°59'33" E
N 88°25'34" E
N 19°56'20" W
N 00°25'39" E
N 36°24'20" E
N 36°24'20" E
S 00°15'46" E
N 45°03'39" E
DISTANCE
40.00'
77.68'
60.52'
83.25'
35.00'
39.76'
50.00'
24.59'
CURVE TABLE
#
C1
C2
RADIUS
30.00'
20.00'
Δ
53°38'13"
90°00'00"
ARC
LENGTH
28.08'
31.42'
TANGENT
15.17'
20.00'
CHORD
BEARING
S 26°27'40" E
S 44°34'21" E
CHORD
DISTANCE
27.07'
28.28'
LOT 1BLOCK 1
15
10
16
9
15
10
10
9
SOUTHWEST CORNER OF SECTION
10, FOUND RAILROAD SPIKE, CORNER
PERPETUATION AND FILING INST.
NOS 743579 AND 20520373.
SOUTH 1/4 CORNER OF SECTION 10, FOUND ITD
BRASS CAP MONUMENT IN A STANDARD CITY
VAULT CORNER PERPETUATION RECORD INST.
NOS. 21510138, 20621176, 20520374 AND 806652
PR 2 SUBDIVISION
INST. NO. 21615305
QUINN ROADHAWTHORNE ROADR & G SUBDIVISION NO. 2
INST. NO. 21021996
BLOCK 1
LOT 1
WEST QUARTER CORNER OF SECTION
10 MARKED BY AN ALUMINUM CAP
STAMPED 'CENTENNIAL PLS 806'
INSIDE A CITY VAULT PER CORNER
PERPETUATION INST. NO. 20520368
POINT OF BEGINNING
C
L
GRAPHIC SCALE
( IN FEET )
0100 10050
1 inch = 100'
.
2341
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ANDSURVEYRONOSILENROC
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E
D
STAT
E O F ID AHODRAFTO'LEARY CANALREVISIONS
2.
PROJECT NO: 18073
DRAWING: R:\18\FARMER HOLDING COMPANY, INC\GEM PREP ALTA - 18073\SURV\CAD
SCALE: 1 INCH = 100 FEET
SURVEYED BY: JDK, SRM, JCE
OFFICE WORK BY: JC, SOB
FIELD BOOK NO: N/A
JUNE 2018
SHEET 1 OF 2
BASIS OF BEARING
THE WEST LINE OF SECTION 10 BETWEEN THE
SOUTHWEST CORNER AND THE WEST 1/4 CORNER
PER CITY OF CHUBBUCK DATUM BASED ON THE
CENTRAL MERIDIAN OF IDAHO STATE PLANE
EAST ZONE COORDINATE SYSTEM.
__________________________________________
RECORDING INSTRUMENT NUMBER
VICINITY MAP
I-86
UNION PACIFIC RAIL ROADEngineersSurveyorsPlanners
600 E. Oak St. Pocatello, ID 83201 (208) 234-0110
301 58th St. W. #138 Williston, ND 58801 (701) 572-0110
TM
www.RMES.biz
GEM PREP SUBDIVISION
BEING A SUBDIVISION OF A PORTION OF LOT 10, BLOCK 1 PINE RIDGE MALL RE-PLAT
I-86
YELLOWSTONE AVEHAWTHORNE RDQUINN ROAD
CHUBBUCK ROADLOCATED IN THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 6 SOUTH,
RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
GEM PREP SUBDIVISION
BEING A SUBDIVISION OF A PORTION OF LOT 10,
BLOCK 1 PINE RIDGE MALL RE-PLAT
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 6 SOUTH,
RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
1.
HAILE & HIWOT TEKLE
INST. NO. 21508942-44
(NOT A PART)
LOT 9BLOCK 1
PINE RIDGE MALL RE-PLAT
INST. NO. 21708589
LOT 10BLOCK 1
PINE RIDGE MALL RE-PLAT
INST. NO. 21708589
L1
BLOCK 1
1
5.23 ACRES
N 85°12'16" E
214.53'
LEGEND
SECTION CORNER AS NOTED
FOUND 1/4 CORNER AS NOTED
FOUND 1/16 CORNER AS NOTED
FOUND 1/2" REBAR WITH PLASTIC
CAP STAMPED "RMES PELS 2341"
FOUND 5/8" REBAR WITH 2" ALUMINUM
CAP STAMPED "RMES PELS 2341"
CALCULATED POSITION.
NOTHING FOUND OR SET.
SET 5/8" REBAR WITH 2" ALUMINUM
CAP STAMPED "RMES PELS 2341"
SUBDIVISION LOT / BLOCK NUMBERBLOCK 11
EXISTING SUBDIVISION LOT / BLOCK NO.LOT 1BLOCK 1
SUBDIVISION BOUNDARY LINE
EXISTING SECTION LINE
EXISTING EASEMENT SIDELINE
LOT 10, BLOCK 1 PINE RIDGE MALL
RE-PLAT BOUNDARY LINE
LOCATION
PROJECT
N 0°15'46" W 2760.27'1330.27'1430.00'N 89°58'21" W 2601.94'L7(PINE RIDGE MALL)
36.67'
10' WIDE RIGHT-OF-
WAY EASEMENT
INST. NO. 68005110' WIDE UNDERGROUND
POWERLINE EASEMENT
INST. NO. 678708
10' WIDE UNDERGROUND
POWER EASEMENT INST. NO. 762763 10' WIDE UNDERGROUND
POWERLINE EASEMENT
INST. NO. 678708
35' WIDE MAINTENANCE RIGHT-OF
WAY FORT HALL IRRIGATION CANAL
INST. NO. 657825
REFERENCE DOCUMENTS
BEARING AND DISTANCE PER PINE RIDGE MALL
SUBDIVISION (INST. NO. 657825)
BEARING AND DISTANCE PER PINE RIDGE MALL
SUBDIVISION 1ST ADDITION (INST. NO. 774278)
BEARING AND DISTANCE PER R & G SUBDIVISION
(INST. NO. 20020372)
BEARING AND DISTANCE PER R & G SUBDIVISION
NO. 2 (INST. NO. 21021996)
BEARING AND DISTANCE PER PR 2 SUBDIVISION
(INST. NO. 21615305)
(------- PRM)
(------- R&G)
(------- RG2)
(------- PR2)
(------- PR1)MONUMENTED BASIS OF BEARING(S 89°36' W 2601.89' - PRM)(N 00°41'56" W 1429.98' - PR1)(S 00°42'14" E 1330.34' - PR1)(S 00°42'21" E 1330.27' - R&G)(S 00°42'06" E 1429.87' - R&G)SOUTH 1/16 CORNER ON THE WEST LINE
OF SECTION 10, FOUND 2 INCH ALUMINUM
CAP STAMPED 'CENTENNIAL PLS 806'
INSIDE MONUMENT VAULT PER CORNER
PERPETUATION INST. NO. 20321452
(N 00°15'46" W 1330.27' - RG2)(N 00°15'46" W 1430.00' - RG2)(N 00°15'46" W 2760.27' - RG2)MALL ACCESS ROAD
(PRIVATE)(S 00°21'27" W 523.30' - PR2)(N 53°35
'39" W
75
.75
'
- PR2
)