HomeMy WebLinkAboutRecorded Plat_1A Certified Survey20.2' (AGL)
SIDEWALK 2636.4'
35.5' (AGL) TOP OF POLE
16.4' (AGL)
12.8' (AGL)
8.9' (AGL)
34.9' (AGL)
0.8' (AGL)
37.4' (AGL)LIT
R/W R/W R/W R/W R/W R/W
R/WR/W
R/
W
R/W R/W
R/W R/W
R/W
IPC
Cabinet
IRV
4' Clear
NEAREST BUILDING IS OVER
100-FEET FROM PROPOSED POLE
THE RIGHT OF WAY
DEPICTED, IS FROM
ASSESSOR'S GIS
MAPPING. IT IS
NON-AUTHORITIVE AND
NOT SURVEYED.
4141 E PINE AVENUE
MERIDIAN, IDAHO 83642
FOR INFORMATIONAL PURPOSES ONLY
DATE ORIGINAL SIGNED:
08-28-2020
ON FILE AT THE OFFICE OF
FOX LAND SURVEYS.
SCALE 1"=20' (11x17)
SCALE 1"=10' (22x34)A FIELD SURVEYED ON08-18-20 HT RHD 1-A CERTIFICATION SURVEY WITHOUT UNDERGROUND UTILITY LOCATES 08-28-20 TC RH
LATITUDE:
LONGITUDE:
GROUND ELEVATION:
STRUCTURE HEIGHT (AGL):
TALLEST APPURTENANCE HEIGHT (AGL):
FAA-FCC 1A GEODETIC COORDINATES (83/88)
43°36'43.42" N
116°20'34.01" W
2636'
803.5m
36'
37'
BASIS OF GEODETIC COORDINATES:
(1) THE GEODETIC COORDINATES SHOWN HEREON WERE DERIVED FROM
THE NATIONAL GEODETIC SURVEY (OPUS OR SMARTNET UTILITY) UPON
THE PROJECT CONTROL POINT. ALL SUBSEQUENT OBSERVATIONS WERE
PROCESSED USING THE TRIMBLE BUSINESS CENTER SOFTWARE 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 SITE SURVEY FOR CLIENT, FRANCHISEE & AGENCY APPROVALS 08-28-20 TCRH5 0 10 20
DWG: S20002-36MSFLS PROJ#: S20002-36
SU -
SHEET NAME
1A CERTIFIED SURVEYSURVEYOR'S CERTIFICATION:I RONALD M. HODGE, IDAHO PLS 8575, HEREBY CERTIFY TOVERIZON WIRELESS AND TECHNOLOGY ASSOCIATES EC LLC: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.2
10"
VALVE
FIRE HYDRANT
IRRIGATION BOX
TREE, TRUNK DIAMETER IN INCHES, CANOPY
DRAWN TO SCALE
CATCH BASIN
BOLLARD
COMMUNICATIONS RISER
EDGE OF PAVEMENTEPEPEP
R/W RIGHT-OF-WAY
WATER LINEWWWW
C C C C COMMUNICATIONS LINE
OVERHEAD POWER LINEOHPOHPOHP
CENTER LINE
POWER LINEPPPP
EDGE OF GRASSGSGSGS
SD SD SD STORM DRAIN LINE
S S S S SEWER LINE
GAS GAS GAS GAS LINE
PAINT STRIPE
GEO-THERMO LINEGEOGEOGEO
UTILITY POLE
SIGN
P
MANHOLE
M METER
GUY ANCHOR
J JUNCTION BOX
TRAFFIC SIGNAL ARM
STREET LIGHT ARM
V
CURB & GUTTER
SIDEWALK
(AGL) ABOVE GROUND LEVEL
SCB SIGNAL CONTROLLER BOX
PEDESTRIAN POLE
B DRAFTED ON08-20-20 TC RHDATE 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.680 #2B S Progress Avenue, Meridian, Idaho 83642
www.hmh-llc.com
Tel: 208-342-7957
DESIGNED FOR:DESCRIPTIONDROP POLED