HomeMy WebLinkAboutSite Plan_1A Certified Survey20.8' (AGL)
SIDEWALK 2622.0'
35.7' (AGL) TOP OF POLE
16.3' (AGL)
12.9' (AGL)
8.9' (AGL)
0.7' (AGL)
38.5' (AGL)LIT
34.9' (AGL)
THE RIGHT OF WAY
DEPICTED, IS FROM
ASSESSOR'S GIS
MAPPING. IT IS
NON-AUTHORITIVE AND
NOT SURVEYED.
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6"
6"
6"
6"R/WR/WR/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR
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R/W R/W R/WR/WR/WR/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR
/W
R
/W
R/W R/W R/W
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G G G G G G G G G G G G G
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGIM GAS
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SDSDSDSDSDSD3275 N EAGLE RD
BOISE, IDAHO 83646
FOR INFORMATIONAL
PURPOSES ONLY
ORIGINAL SIGNED BY:
RONALD M. HODGE, PLS
DATE ORIGINAL SIGNED:
06-05-2019
ORIGINAL ON FILE
AT THE OFFICE OF
FOX LAND SURVEYS, INC.
SCALE 1"=20' (11x17)
SCALE 1"=10' (22x34)A FIELD SURVEYED ON05-15-19 TRC RMHB 1-A CERTIFICATION SURVEY WITHOUT UTILITY LOCATES 06-05-19 HT RMH
LATITUDE:
LONGITUDE:
GROUND ELEVATION:
STRUCTURE HEIGHT (AGL):
TALLEST APPURTENANCE HEIGHT (AGL):
FAA-FCC 1A GEODETIC COORDINATES (83/88)
43°38'02.27" N
116°21'31.16" W
2622'
799.2m
36'
39'
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.
5 0 10 20
DWG: 19009-04MSFLSI PROJ#: 19009-04 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 -
SHEET NAME
1A CERTIFIED SURVEY
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 TOVERIZON WIRELESS AND TECHNOLOGY ASSOCIATES EC: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.RONALD M . H O DGEFOUND SURVEY MONUMENT
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