SurveyPROJECT SUMMARY
SURVEYOR'S NOTES
FIELD SURVEY OATS: OSATB/2018
1. THERE IS ACCESS TO THE SUBJECT PROPERTY VIA TEN MILE ROAD.A
PUBLIC RIGHT OF WAY.
SITE ADDRESS: 3735 NORTH TEN MILE ROAD, MERIDIAN. ID 8304E
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THE SURVEY ARE FROM
PARCEL INFORMATION
VISIBLE SURFACE EVIDENCE ONLY.
OWNER: STOR-IT SELF STORAGE. LLC
3. AT THE TIME OF THIS SURVEY THERE WAS NO OBSERVABLE SURFACE
OWNER ADDRESS: 3735 NORTH TEN MILE ROAD, MERIDIAN. ID 83846
EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR
APN: SO M417605
BUILDING ADDITIONS WITHIN RECENT MONTHS.
4, AT THE TIME OF THIS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE
TOTAL AREA$:
OF THE SUBJECTPROPERTY BEING USED AS A SOLID WASTE DUMP.
PARENT PARCEL: 13.40U ACRES LEASE AREA: 0.005t ACRES
SUMP OR SANITARY LANDFILL,
ACCESS EASEMENT: 0.200s ACRES UTILITY EASEMENT: WA
5. AT THE TIME OF THIS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE
OF ANY RECENT CHANGES IN STREET RIGHT-OF-WAY LINES EITHER
GEOGRAPHIC COORDINATES OF TOWER:
COMPLETED OR PROPOSED, AND AVAILABLE FROM THE CONTROLLING
L ATITUOE:43'38'17.492" N LONGITUDE: 116'26%.745 W
JURISDICTION.
VERTICAL. DATUM: NAVD 195E HORIZONTAL DATUM: NAD83
6, AT THE TIME OF THIS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE
GROUND ELEVATION: 2554.3'
OF ANY RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS.
BEARINGS 8 COORDINATES ARE BASED ON IDAHO STATE PLANE, 1103
ZONE.
7. THIS SURVEY WAS PREPARED TO SHOW THE INTERESTS OF AMERICAN
TOWER CORPORATION AND IMPROVEMENTS PROXIMAL TO SAID
FLOODPLAIN:
INTERESTS. IT DOES NOT CONSTITUTE AN ALTA SURVEY OF THE ENTIRE
PFR THE FEMA FLOODPLAIN MAPS, THE SITE IS LOCATED IN AN AREA
DESIGNATED AS ZONE X.
PARENT PARCEL.
COMMUNITY PANEL NO, : 16001CO143H DATED: 02/19/2003
ZONING INFORMATION
BOUNDARY NOTE
THIS SURVEY IS NOT THE RESULT OF A COMPLETE BOUNDARY SURVEY.
ZONE: I-L (MI) (LIGHT INDUSTRIAL):
ENCROACH
SETBACKS: REQUIRED:
AT THE TIME OF THE SURV.Y. NO VISIBLE ENCROACHMENTS WERE
FRONT: 20'
EVIDENT ONTOOR BEYOND THELEASE OREASEMENTAREA, ORTHE
SIDE: 1S'
ACCESS AND UTILITY EASEMENT($).
REAR: tl
HEIGHT: 50'
BULK: NIA
'ALL SITE RESTRICTIONS WERE OBTAINED FROM THE LOCAL MUNICIPALITY
REAL ESTATE LOCATED IN ADA COUNTY, IDAHO:
PARCEL OF LAND LYING IN THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 4 NORTH,
WGE i WEST. BOISE MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS
COMMENCING AT THE SOUTHEAST CORNER OF SECTION 34, TOWNSHIP 4 NORTH, RANGE 1 WEST,
BOISE MERIDIAN: THENCE NORTH 00'5333- EAST 1208.69 FEET (FORMERLY 1208.46 FEET) ALONG
THE EAST LINE OF THE SOUTHEAST QUARTER TO A POINT ON THE CENTERLINE OF THE CREASON
LATERAL; THENCE NORTH 48'43'OB" WEST 63.02 FEET (FORMERLY NORTH 48'37'35" WEST 32.92
FEET) ALONG THE CENTERLINE OF THE CREASON LATERAL TO A POINT ON THE WESTERLY RIGHT
OF WAY OF NORTH TEN MILE ROAD, SAID POINT BEING THE REAL POINT OF BEGINNING OF THIS
DESCRIPTION; THENCE CONTINUING ALONG THE CENTERLINE OF THE CREASON LATERAL THE
FOLLOWING COURSES AND DISTANCES; THENCE NORTH 48'43'OS" WEST 136.68 FEET (FORMERLY
166.87 FEET) TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE LEFT 67.46 FEET, SAID
CURVE HAVING A RADIUS OF 305.00 FEET, A CENTRAL ANGLE OF 10'4740", TANGENTS OF 28.82
FEET, AND A LONG CHORD WHICH BEARS NORTH 64"06'68" WEST 57.38 FEET TO A POINT OF
TANGENCY: THENCE NORTH 50'3tl48' WEST (FORMERLY NORTH 58'3048" WEST) 41.06 FEET TO A
POINT OF CURVATURE; THENCE ALONG A CURVE TO THE LEFT 187.00 FEET, SAID CURVE HAVING
A RADIUS OF 101,00 FEET, A CENTRAL ANGLE OF 31.1000', TANGENTS OF 85.62 FEET, AND A LONG
CHORD WHICH BEARS NORTH 75'05'48' WEST 164.94 FEET TO A POINT OF REVERSE CURVATURE;
THENCE ALONG A CURVE TO THE RIGHT 107,40 FEET, SAID CURVE HAVING A RADIUS OF 607.25
FEET, A CENTRAL ANGLE OF 10'08'00°, TANGENTS OF 53.84 FEET, AND A LONG CHORD WHICH
BEARS NORTH 85'38'48" WEST 107.2E FEET TO A POINT OF TANGENCY; THENCE NORTH 80'3248'
WEST 14123 FEET TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE FIGHT 30.74
FEET, SAID CURVE HAVING A RADIUS OF 66.00 FEET, A CENTRAL ANGLE OF 34-30''W, TANGENTS
OF 20.40 FEET, AND A LONG CHORD WHICH BEARS NORTH 63'17'48' WEST 39.14 FEET TO A POINT
OF TANGENCY: THENCE NORTH 40*0248' WEST 98.98 FEET TO A POINT OF CURVATURE; THENCE
ALONG A CURVE TO THE LEFT 57.08 FEET, SAD CURVING HAVING A RADIUS OF 168.00 FEET. A
CENTRAL ANGLE OF 197VOO', TANGENTS OF 28.82 FEET, AND A LONG CHORD WHICH BEARS
NORTH 55'40'4W WEST 56.81 FEET TO A POINT OF TANGENCY; THENCE NORTH 65-30'48- WEST
115.81 FEET TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE RIGHT 29.80 FEET,
SAID CURVE HAVING A RADIUS OF 119.00 FEET, A CENTRAL ANGLE OF 14'21'00", TANGENTS OF
14.9E FEET AND A LONG CHORD WHICH BEARS NORTH 58'2018' WEST 29.73 FEET TO A POINT OF
TANGENCY; THENCE NORTH FT51'0948'
70.57 WEST 149.3E FEET H I POINT OF CURVATURE: THENCE
ALONG A CURVE TO THE LEFT 70.57 FEET SAID CURVE HAVING A RADIUS OF 257.00 FEET A
CENTRAL ANGLE OF 15'44'00' TANGENTS OF 35.51 FEET AND A LONG CHORD WHICH BEARS
NORTH 59'01'48' WEST 70.35 FEET TO A POINT OF TANGENCY: THENCE NORTH 66'5348' WEST
146 38 FEET TO A POINT OF N A R THE 6 FEET. CURVATURE; THENCE ALONG CURVE TO E RIGHT 34. 2
'SAID CURVE HAVING A RADIUS OF 94 F ACENTRAL ANGLE OF 21° 6'00' TANGENTS OF 17 .BO FEET, 0 0 T T .51
FEET, AND A LONG CHORD WHICH BEARS NORTH FEET56'20'48-O WEST T OF FEET TO A POINT OF
TANGENCY; THENCE NORTH 45"47'48' WEST 123.85 FEET TO A POINT OF CURVATURE: THENCE
ALONG A CURVE TO THE RIGHT 114.76 FEET, SAID CURVE HAVING A RADIUS OF 176.28 FEET, A
CENTRAL ANGLE OF 37'18VO', TANGENTS OF 59.80 FEET, AND A LONG CHORD WHICH BEARS
NORTH 27-08'48' WEST 112.74 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG A
CURVE TO THE LEFT 145.77 FEET, SAID CURVE HAVING A RADIUS OF 180.00 FEET, A CENTRAL
ANGLE OF 46°24'00". TANGENTS OF 77.15 FEET, AND A LONG CHORD WHICH BEARS NORTH
31-41'48' WEST 141.02 FEET TOA POINT OF TANGENCY; THENCE NORTH 64°63'46" WEST 98.65 FEET
TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE RIGHT 31.65 FEET, SAID CURVE
HAVING A RADIUS OF 160.00 FEET, A CENTRAL ANGLE OF 11-20'00", TANGENTS OF 15.88 FEET AND
A LONG CHORD WHICH BEARS NORTH 49.1Y48' WEST 31.60 FEET TO A POINT OF TANGENCY;
THENCE NORTH 43*33.48' WEST 154.38 FEET TO A POINT OF CURVATURE; THENCE ALONG A
CURVE TO THE LEFT 143.46 FEET, SAID CURVE HAVING A RADIUS OF 683.00 FEET, A CENTRAL
ANGLE OF 14'36'DO', TANGENTS OF 72.12 FEET, AND A LONG CHORD WHICH BEARS NORTH
50151'48- WEST 143.07 FEET TO A POINT OF TANGENCY; THENCE NORTH 58'09L8' WEST 138.17
FEET TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE RIGHT 28.43 FEET, SAID
CURVE HAVING A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 40°43'00', TANGENTS OF 14.84
FEET, AND A LONG CHORD WHICH BEARS NORTH 37"48'18' WEST 27.83 FEET TO A POINT OF
TANGENCY; THENCE NORTH 17°26'4W WEST 137.18 FEET TO A POINT ON THE NORTH LINE OF THE
SOUTHEAST QUARTER; THENCE LEAVING THE CENTERLINE OF THE CREASON LATERAL, SOUTH
S9"15.57' EAST 21.05 FEET ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER TO A POINT ON
THE WESTERLY BOUNDARY OF THAT PROPERTY DESCRIBED AS PARCEL I OF WARRANTY DEED
RECORDED AS INSTRUMENT NO. 95MI07: THENCE ALONG SAID WESTERLY BOUNDARY THE
FOLLOWING COURSES 8 DISTANCES: SOUTH 17"2648" EAST 130.61 FEET TO A POINT OF
CURVATURE: THENCE ALONG A CURVE TO THE LEFT 14.21 FEET, SAID CURVE HAVING A RADIUS
OF 20.00 FEET. A CENTRAL ANGLE OF 40"43'00', TANGENTS OF 7.42 FEET, AND A LONG CHORD
WHICH BEARS SOUTH 37'4818' EAST 13.92 FEET TO A POINT OF TANGENCY; THENCE SOUTH
58'09'48" EAST 138.17 FEET TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE RIGHT
LEGAL DESCRIPTION
TANGENTS OF 74.68 FEET, AND A LONG CHORD WHICH BEARS SOUTH 50-51'48" EAST 148.16 FEET
TO A POINT OF TANGENCY: THENCE SOUTH 43'3348' EAST 154.36 FEET TO A POINT OF
CURVATURE: THENCE ALONG A CURVE 10 THE LEFT 27.69 FEET, SAID CURVE HAVING A RADIUS
OF 140.00 FEET, A CENTRAL ANGLE OF 11'20'00', TANGENTS OF 13.89 FEET, AND A LONG CHORD
WHICH BEARS SOUTH 49'IY48' EAST 27.65 FEET TO A POINT OF TANGENCY: THENCE SOUTH
54'5Y48' EAST 08.05 FEET TO A POINT OF CURVATURE: THENCE ALONG A CURVE TO THE RIGHT
98.89 FEET, SAID CURVE HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 2B'19'40',
TANGENTS OF SOAK FEET, AND A LONG CHORD WHICH BEARS SOUTH 4W43'54' EAST (FORMERLY
SOUTH 40'43'53" EAST) 97.89 FEET TO A POINT; THENCE SOUTH 87'56'57' EAST 91.02 FEET TO A
POINT ON THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE
SOUTH 00'49'05' WEST 102.22 FEET TO A POINT, BEING THE NORTHWEST CORNER OF THE
SOUTHEAST HALF OF THE NORTHEAST' QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH
89"1334' EAST 1274.90 FEET (FORMERLY 1297.90 FEET) TO A POINT ON THE WESTERLY RIGHT OF
WAY OF NORTH TEN MILE ROAD; THENCE SOUTH 00"53'33" WEST 733,05 FEET (FORMERLY 752.67
FEET) ALONG SAID RIGHT OF WAY TO THE REAL POINT OF BEGINNING OF THIS DESCRIPTION.
PER THAT PARCEL DESCRIBED IN THAT BARGAIN AND SALE DEED RECORDED ON SEPTEMBER 25.
2015 AS INSTRUMENT NO.2015-089182 IN THE RECORDS OF ADA COUNTY, IDAHO
ATC LEASE AREA - AS PROVIDED'
A PARCEL OF LAND LOCATED IN THE SETA OF SEC PION 34, TAN., RI W., B.M., ADA COUNTY, IDAHO
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE BE CORNER OF SAID SECTION 34 FROM WHICH THE EIM CORNER OF SAID
SECTION 34 BEARS NORTH 00"53'33. EAST. 2843.43 FEET
THENCE ALONG THE EAST BOUNDARY LINE OF SAID SECTION 34 NORTH 00'53'33" EAST, 1249.36
FEET:
THENCE LEAVING SAID EAST BOUNDARY LINE NORTH 89"062T WEST, 48.00 FEET TO APOINT ON
THE CENTERLINE OF THE CREASON LATERAL, SAID POINT ALSO BEING THE REAL POINT
OF BEGINNING;
THENCE ALONG THE CENTERLINE OF THE CREASON LATERAL THE FOLLOWING 6 COURSES:
NORTH 40°43*08" WEST. 136.72 FEET TO THE BEGINNING OF A CURVE TO THE LEFT:
THENCE ALONG SAID CURVE 57.48 FEET. SAID CURVE HAVING A RADIUS OF 305.00 FEET, A
CENTRAL ANGLE 10'47'40" AND A LONG CHORD OF 57.38 FEET WHICH BEARS NORTH 54'06'55'
WEST TO THE ANGENC .T POINTOF Y; THENCE NORTH 59'30'48' WEST, .O6 E 41 FEET TO THE BEGINNING OF A CURVE TO THE LEFT'
THENCE ALONG SAID CURVE 167.00 FEET, SAID CURVE HAVING A RADIUS OF 307.00 FEET, A
CENTRAL ANGLE 31'IWW AND A LONG CHORD OF 104.94 FEET WHICH BEARS NORTH 75'0514W
WEST TO THE POINT OF REVERSE CURVE
THENCE ALONG SAID REVERSE CURVE 107.40 FEET, SAID CURVE HAVING A RADIUS OF
60725 FEET, A CENTRAL ANGLE 10'GB'00' AND A LONG CHORD OF 1072E FEET WHICH BEARS
NORTH 85'3648- WEST TO THE POINT OF TANGENCY;
THENCE NORTH 80'32'48' WEST 141.23 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT'
THENCE ALONG SAID CURVE 39.74 FEET. SAID CURVE HAVING A RADIUS OF 08.00 FEET. A
CENTRAL ANGLE 34'30100' AND A LONG CHORD OF 39.14 TEET WHICH BEARS NORTH 63'1T48"
WEST:
THENCE LEAVING SAID CREASON LATERAL CENTERLINE NORM 31'35U' EAST, 64AO FEET
TO THE REAL POINT OF BEGINNING;
THENCE NORTH 30"12'44' EAST, 50.00 FEET;
THENCE SOUTH 69"47'18' EAST, 16.00 FEET:
THENCE SOUTH 30'1Z44" WEST, 56.00 FEET;
THENCE NORTH 59-47'16- WEST, 16.00 FEET TO THE REAL POINT OF BEGINNING, CONTAINING $96
SQUARE FEET, MORE OR LESS.
ATC LEASE AREA - AS SURVEYED:
A PORTION OF THAT PARCEL DESCRIBED IN THAT BARGAIN AND SALE DEED RECORDED ON
SEPTEMBER 25, 2015 AS INSTRUMENT NO. 2015-089182 IN THE RECORDS OF ADA COUNTY, IDAHO,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST OF SAID PARCEL DESCRIBED IN THAT BARGAIN AND SALE
DEED; THENCE 554.1 n5'W (BEARINGS ARE BASED ON IDAHO STATE PLANE, 1103 ZONE), A
DISTANCE OF 735.39 FEET TO A POINT ON THE SOUTHWESTERLY LINE OF AN EXISTING BUILDING,
SAID POINT BEING THE POINT OF BEGINNING; THENCE S59"34'58"W ALONG SAID SOUTHERLY LINE
OF AN EXISTING BUILDING, A DISTANCE OF 17SO FEET; THENCE S30'2507W, A DISTANCE OF 13.50
FEET: THENCE N59'34'58'W, A DISTANCE OF 17.50 FEET; THENCE N30"2602"E, A DISTANCE OF 13.60
FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 236 S.F. OR 0.DO5 ACRES. MORE OR LESS.
AMERICAN TOWER CORPORATION RETAINS THE RIGHTS TO 1600 S.F. INCLUSIVE OF INTERIOR AND
EXTERIOR SPACE.
ATC ACCESS EASEMENT -AS PROVIDED:
NO EASEMENT PROVIDED.
ATC ACCESS EASEMENT -AS SURVEYED;
A PORTION OF THAT PARCEL DESCRIBED IN THAT BARGAIN AND SALE DEED RECORDED ON
SEPTEMBER 25, 2015 AS INSTRUMENT NO. 2015-OB9102IN THE RECORDS OF ADA COUNTY, IDAHO.
BEING MORE. PARTICULARLY DESCRIBED AS FOLLOWS:
A STRIP OF LAND 12 FEET IN WIDTH, LYING 6 FEET ON EACH SIDE OF THE FOLLOWING
CENTERLINE:
COMMENCING AT THE NORTHEAST OF SAID PARCEL DESCRIBED IN THAT BARGAIN AND SALE
DEED; THENCE SOO'41'48-W (BEARINGS ARE BASED ON IDAHO STATE PLANE, 1103 ZONE), A
DISTANCE OF 712.25 FEET ALONG THE EASTERLY LINE OF SAID PARCEL DESCRIBED IN THAT
BARGAIN AND SALE DEED TO THE POINT OF BEGINNING;
THENCE N48"08'14-W, A DISTANCE OF 33.39 FEET;
THENCE N49"13'40'W, A DISTANCE OF 105.84 FEET:
THENCE N66'3TO3'W, A DISTANCE OF 135.02 FEET:
THENCE NS8'10'30'W A DISTANCE OF 70.39 FEET.•
THENCE S86"39'21'W, A DISTANCE OF 49.49 FEET;
THENCE N88.25AM, A DISTANCE OF 36.92 FEET;
THENCEN79"18'42'W A DISTANCE OF 40.69 FEET-.
THENCE N77"46'28'W A DISTANCE OF 41.01 FEET:
THENCE N85°008"W, A DISTANCE OF 32.64 FEET;
THENCE N82"25'48"W, A DISTANCE OF 20,32 FEET;
THENCE N73°4034"W, A OISTANC�E OF 26.47 FEET;
THENCE N57'18'22-W, A DISTANCE OF 5.02 FEET:
THENCE N30°26'11'E, A DISTANCE OF 6320 FEET
TO THE POINT OF TERMINUS.
SIDELINES OF SAID STRIP EXTEND OR SHORTEN AS NECESSARY TO INTERSECT THE LINES THAT
THE POINT OF BEGINNING AND POINT OF TERMINUS ARE PART OF.
SAID PARCEL CONTAINS 8729 S.F. OR 0.200 ACRES. MORE OR LESS
I NOTES CORRESPONDING TO SCHEDULE B I
THE SCORE REPORT ISSUED BY LINCOLN ABSTRACT 8 SETTLEMENT SERVICES FILE NO. 161011311D WITH AN EFFECTIVE DATE OF MAY 25, 252�, 201616
CONTAINS THE FOLLOWING SURVEY RELATED ITEMS:
0. MEMORANDUM OF LEASE BETWEEN SILMAR. INC., AND BOISE CITY MSA LIMITED PARTNERSHIP DAB/A VERIZON WIRELESS, DATED AUGUST 20, 2002
AND RECORDED SEPTEMBER 9. 2002 AS INSTRUMENT NUMBER 102101980.
-AFFECTS SURVEY AREA, BUT DESCRIPTIONS ARE SUPERCEDED BY THOSE SHOWN HEREON.
10. MEMORANDUM OF OPTION AND LEASE AGREEMENT BETWEEN BILMAR. INC.. AND BOISE CITY MSA LIMITED PARTNERSHIP DA31A VERIZON WIRELESS,
PREDECESSOR414-INTEREST TO VERIZON WIRELESS (VAW) LLC DAS/A VERIZON WIRELESS, DATED SEPTEMBER 4, 2002 AND RECORDED OCTOBER 22,
2012 AS INSTRUMENT NUMBER 112109577.
-AFFECTS SURVEY AREA, BUT DESCRIPTIONS ARE SUPERCEDED BY THOSE SHOWN HEREON,
'ITEMS NOT LISTED ABOVE ARE DETERMINED TO BE NON SURVEY RELATED ITEMS.
AMERICAN TOWER®
ATC TOWER SERVICES, INC.
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
FAX: (919) 466-5415
ITIESE DRAWINGS ANDIOR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT
WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED
CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE
DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN
TOWER WHETHER OR NOT THE PROJECT IS EXECUTED.
NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE
PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR($) MUST VERIFY ALL DIMENSIONS AND ADVISE
AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
0 FINAL JCV _0.6/28/21.6
-------------
ATC SITE NUMBER:
412568
ATC SITE NAME:
MONOCO ID
SITE ADDRESS:
3735 NORTH TEN MILE ROAD
MERIDIAN, IDAHO 83646
STAMP:
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7 h
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SURVEY LOGO:
70arkm��
Surveying x A!_TA x Mapping
177 S. Tiffany Dr., U,* 1 • Pueblo Wes, CO 81007 • 719.582.1270
CLSI JOB NO, 160345 -darks an
DRAWN BY:
JCV
APPROVED BY:
SCR
DATE DRAWN:
06/28/2016 ---
ATC JOB NO: N/A
AS -BUILT SURVEY
SHEET NUMBER: REVISION:
V-101 0
S89' 14 "OBE 7274.90' i
71 U
ACC
ATC LEASE AREA R ACCESS ESMT.
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PARENT PARCEL
S0434477605
STOR-IT SELF- STORAGE, LLC
LINE
_Li
BEARING _ DISTANCE
—N82'2548 W_ 28.57._
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NSTiB 22 W _ 5.02___
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LAT.4:5'.38'17.492"N
LONG.11626 09. 745 W --SITE BEN(.HMARH
6OD NAIL
GROUND ELEV.: 25.54.,5' . F1 f v r
TOP OF TOWER ELEV. 2679.5'
LIGHTNING ROD ELEV. 2685.5'
(HIGHEST APPURTENANCE)
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Cl EXISrINC TELEPHONE PEDESTAL
-- -- -YEOY — - EXISTING CONTOUR (MAJOR) --- B
FXISBNG CONTOUR (MINOR)
—'--'-- ----- FX15ONG C/IAIN(.INK FFNCE Know what's below. ,
EXISTING WOOD FENCE SCALE: 1"=80' (11X17) Call before you dig.
EXISTING BUILDING 1"=4U (22X34)
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EXISTING CONCRETE
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(IN90F..' STORAGE' UNITS BUILOW )
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,j)
AMERIGAN TOWER°
ATC TOWER SERVICES, INC.
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
FAX: (919) 466-5415
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT
WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED
CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE
DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN
TOWER WHETHER OR NOT THE PROJECT IS EXECUTED.
NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE
PROVIDING OWSITE CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE
AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
0 FINAL JCV 06/28/216
ATC SITE NUMBER:
412568
ATC SITE NAME:
MONOCO ID
SITE ADDRESS:
3735 NORTH TEN MILE ROAD
MERIDIAN, IDAHO 83646
STAMP:
Nowt'.
PtplSt�tq� G4�s. ,
SURVEY LOGO:
70ark-7e07
Surveyingx(ALTA)xMapping
177 S. Tiffany Lt.. Unl[ 1 • P 01, West. CO 01007 • 719.582.1270
GLSI JOB NO, 160345da'
dis—
DRAWN BY: JCV
APPROVED BY: SCR
DATE DRAWN: 06/28/2016
ATC JOB NO: N/A
AS -BUILT SURVEY
SHEET NUMBER: REVISION:
I
V-102 0