Site Plan_Pole Site Survey21.7' (AGL)
GRADE/SIDEWALK 2621.5'
40.6' (AGL) TOP OF POLE
16.1' (AGL)
13.1' (AGL)
8.8' (AGL)
39.7' (AGL)
0.7' (AGL)
34.6' (AGL)
43.9' (AGL)CAMERA
38.0' (AGL)LIT
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GSGS GS GS GS GSWALGREENS
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8'
JB
JBJB JB
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B
J
B
J
B
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PEDESTRIAN
POLE
PEDESTRIAN
POLE
SIGNAL
CONTROL
BOXES
C C C C C C CACHDPPPPPP CCCCCCCCCCCCCCACHD
ACHDACHDPPPPPPPPPPPPPACHDACHD
C
C
C
ACHDIDAHO POWER
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
ACHD
C C C C C C C C C C C C C C C C C CCCCCENTURYLINKCENTURYLINK
1625 S MERIDIAN ROAD
MERIDIAN, IDAHO 83642
FOR INFORMATIONAL
PURPOSES ONLY
ORIGINAL SIGNED BY:
RONALD M. HODGE, PLS
DATE ORIGINAL SIGNED:
01-23-2019
ORIGINAL ON FILE
AT THE OFFICE OF
FOX LAND SURVEYS, INC.
SCALE 1"=20' (11x17)
SCALE 1"=10' (22x34)A FIELD SURVEYED ON01-14-19 JR RMHB 1-A CERTIFICATION SURVEY WITHOUT UTILITY LOCATES 01-18-19 TRC RMHUTILITY LOCATION NOTE
THE UTILITY LINES SHOWN ON THIS DRAWING WERE
DEVELOPED FROM SURFACE EVIDENCE AND LOCATION
MARKS. MAPS WERE PROVIDED BY THE UTILITY COMPANIES
SHOWN. GEM STATE LOCATING, INC. WAS CONTRACTED TO
PROVIDED LOCATION MARKS BASED UPON THOSE MAPS.
THE SURVEYOR DOES NOT GUARANTY OR WARRANTY THAT
ALL UTILITY LINES ARE SHOWN OR THEIR LOCATION
DEFINATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY THE LOCATION AND DEPTH PRIOR TO
CONSTRUCTION.
CALL DIGLINE, INC.
PRIOR TO ANY EXCAVATION.
LATITUDE:
LONGITUDE:
GROUND ELEVATION:
STRUCTURE HEIGHT (AGL):
TALLEST APPURTENANCE HEIGHT (AGL):
FAA-FCC 1A GEODETIC COORDINATES (83/88)
43°35'23.70" N
116°23'38.42" W
2622'
799.2m
41'
44'
BASIS OF GEODETIC COORDINATES:
(1) THE GEODETIC COORDINATES SHOWN HEREON
WERE DERIVED FROM THE NATIONAL GEODETIC
SURVEY (OPUS) UTILITY VIA STATIC GPS
OBSERVATIONS UPON THE PROJECT CONTROL POINT.
ALL SUBSEQUENT OBSERVATIONS WERE PROCESSED
USING THE MICRO-SURVEY STAR*NET-PRO UTILITY
AND/OR OTHER SOFTWARE UTILITIES.
(2) HORIZONTAL DATUM: THE NORTH AMERICAN
DATUM OF 1983 (NAD83)(2011)(EPOCH 2010) IS
EXPRESSED IN DEGREES (°) MINUTES (') AND
SECONDS (") AND ARE SHOWN TO THE 100TH OF A
SECOND.
(3) VERTICAL DATUM: THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88) (GEOID 12B) IS
EXPRESSED IN U.S. SURVEY FEET AND IN METERS.C 100% FINAL SURVEY FOR CLIENT, FRANCHISEE & AGENCY APPROVALS 01-25-19 TRC RMH
SHEET NAME
POLE SITE SURVEY
5 0 10 20
DWG: 19009-01MSFLSI PROJ#: 19009-01 DATE BY CHKTHESE DRAWINGS AND SURVEYS ARE COPYRIGHT PROTECTED AND THE SOLE PROPERTY OF FOX LAND SURVEYS INC. AND PRODUCED FOR THE USE OF OUR CLIENT.ANY REPRODUCTION OR USE OF THE INFORMATION CONTAINED WITHIN SAID DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT BY FOX LAND SURVEYS INC.1515 S. Shoshone Street, Boise, Idaho 83705
www.foxlandsurveys.com
Tel: 208-342-7957
DESIGNED FOR:DESCRIPTIONSU - 2
10"
LIGHT POLE ON 2' DIA CONC BASE
VALVEv
FIRE HYDRANT
IRRIGATION BOX
TREE, TRUNK DIAMETER IN INCHES, CANOPY
DRAWN TO SCALE
CATCH BASIN
MAIL BOX
BOLLARD
MB
COMMUNICATIONS RISER
EDGE OF PAVEMENTEPEPEPEP
R/W RIGHT-OF-WAY
WATER LINEWWWW
C C C C COMMUNICATIONS LINE
OVERHEAD POWER LINEOHPOHPOHP
CENTER LINE
POWER LINEPPPP
EDGE OF GRASSGSGSGSGS
EDGE OF GRAVELEGEGEGEG
SD SD SD SD STORM DRAIN LINE
S S S S SEWER LINE
G G G G GAS LINE
PAINT STRIPE
EDGE OF DIRT ROADRDRDRDRD
GEO-THERMO LINEGEOGEOGEO
AS ASPHALTIC SURFACE
BLD BUILDING
CONC CONCRETE SURFACE
GVL GRAVEL
GRS GRASS
PLT PLANTER
NTS NOT TO SCALE
UTILITY POLE
SIGN
P
MANHOLE
M METER
UTILITY POLE (DIP POLE)
UTILITY POLE WITH TRANSFORMERPx
GUY ANCHOR
JB JUNCTION BOX
TRAFFIC SIGNAL ARM
STREET LIGHT ARM
Pd
B
SURVEYOR'S CERTIFICATION:I RONALD M. HODGE, IDAHO PLS 8575, HEREBY CERTIFY TOTECHNOLOGY ASSOCIATES EC AND VERIZON WIRELESS:THAT THIS "POLE SITE SURVEY" WAS PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION, ON THE GROUNDOF THE PROJECT AREA. THIS MAP DOES NOT CONSTITUTE A BOUNDARY SURVEY. NO TITLE REPORT WAS PROVIDED,AND NO ADDITIONAL EASEMENT RESEARCH WAS PREFORMED.THE PURPOSE OF THIS SURVEY IS TO SUPPORT THE PROPOSED COMMUNICATION FACILITIES.IT DEPICTS EXISTING, READILY VISIBLE IMPROVEMENTS, PUBLIC UTILITIES AND REPRESENTS THEPUBLIC RIGHT-OF-WAY SHOWN HERON FROM COUNTY GIS MAPPING OR RECORD INFORMATION.THE GEODETIC COORDINATES REPORTED HEREON ARE ACCURATE AND MEET FAA/FCC REPORTINGREQUIREMENTS FOR A 1A CERTIFICATE OF: FIFTEEN FEET (15') HORIZONTALLY AND THREE FEET (3') VERTICALLY.ACHD MORATORIUM NOTE:
THERE ARE NO RESTRICTIONS AT THIS TIME.RONALD M . H O DGERECORD MAP FACILITY CONTACTS
UTILITY COMPANY CONTACT EMAIL ADDRESS PHONE FACILITIES
Ada County Highway District Steven Pecka specka@achdidaho.org (208) 387-6258 YES
ACHD Conduits Brock Love
Blove@achdidaho.org YES
Cable One Brett Pike
brett.pike@cableone.biz YES
CenturyLink Shelline Williamson Shelline.williamson@centurylink.com YES
City of Meridian Al Christy Achristy@meridiancity.org YES
Idaho Power Company Ethan Morgan UtilityLocationMap@idahopower.com (208) 388-6510 YES
Intermountain Gas Bryce Ostler Bryce.ostler@intgas.com (208) 377-6812 YES
Syringa Networks GIS Department gis@syringanetworks.net (800) 454-7214 YES