HomeMy WebLinkAbout002.1_T1 - TOPOGRAPHIC MAP I i
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FILM 23, PACE 1427
Sheet I of I
U m E.
Scale In Feet I I N
30 0 30
9 0 9 I E
m v o
Scale In Meters I !n g
Contour Intervals: 1 Foot I N
N o a
101 &
r 50 30 �'o v
LEGEND
(R) RECORD DISTANCE OR AZIMUTH I
FOUND 5/8 INCH REBAR WITH 1.5" ALUMINUM FOUND 5/8"REBAR W/YELLOW I W a
CAP TD&H OR AS NOTED FOUND 5/8"REBAR W/1. PLASTIC CAP ) S89'O7'21" FOUND 5/8"REBAR o/1.5"
( ) (TD&H,SOFT W.C. E]
ALUMINUM P,40Fi W C. [ L, 0 2
cP q1 661.58 090'5V39" (R) ALUMIN M CAP
Q BENCHMARK U] 20.0 (R) — — — — — — — — — — — — _ — y
xN--C'1 EXISTING SPOT ELEVATION oHe oHe oHe oHe o
0 EXISTING TELEPHONE BOX I �iy
EXISTING TREE BFNCHUARK 1CP610021
HYDRANT TOP NUT GATE
EXISTING SANITARY SEWER MANHOLE 5 ELEv=4,72zsz'
EXISTING FIRE HYDRANT UNDERGROUND WATER MARKER
ca EXISTING WATER VALVE W os
�aa
EXISTING POWER POLE z i I EXISTING Xx EXISTING LIGHT POLE w o w U
BUILDING y�l
® EXISTING STORMWATER INLET Iw' MN M�•.Lr{{
PROPERTY BOUNDARY LINE
NWtV
SURROUNDING PROPERTY LINE � z
—EASEMENT LINE aid I A�2p
x x x EXISTING FENCE
N F WXn
one EXISTING OVERHEAD ELECTRIC LINE
— EXISTING UNDERGROUND ELECTRIC LINE I i r-o I I O
EXISTING FIBER OPTICS LINE
w EXISTING WATER MAIN w I ABANDONED
EXISTING CURB AND GUTTER a
BASIS FOR AZIMUTHS FROM NORTH: GPS o
OBSERVATIONS ON MODIFIED STATE PLANE m
GRID. ROTATE AZIMUTHS 1'07'55" CCW TO r w l I s O
OBTAIN PLATTED AZIMUTHS.
[N45'00'00"E] BEARING COMPUTED FROM NLLJ
SW 4 I
SW 1 2, , 1
AZIMUTH SHOWN S 1/ / /
Z SW 1/4 OF SEC. 35
m I 5.036 Acr
kn
M O
n B E LA SIGN u 00
LEGAL DESCRIPTION
S. 112, SW 114, SW 114, SW f/4 of Sec. 35, 1 I 0
Certificate of Survey No. 2970, _j
I Al
Located in LL1
SW 114 of Section 35, Z ELEC CAL PULLBOX [�
T. 1 S., R. 5 E. of P.M.M.,
Gallatin County, Montana, rc -
LANE MERGING SIGN
Q o�
BENCHMARK p [22\[ I o U
Top of set RPC (CP#50) Q
Elevation: 4,725.2f Feet
Datum: (NAVD88) a 4723 L PUL - 4723 UNDERGR D EL C
J a � �- _ 4724 �1 �T
24.2 g72q 2534 ER
DATUM NOTE UND MARK
[z4ss] � 4725- — — — — _ -�
TRAFFIC LIGHT POLE � 24.59
Elevation on Control Point, set g" Rebar 1u/ — PUBLIC USE EASEMENT CP-SET RPC [24.791 [24,56 F,1
Red Plastic Cap (CP #50) located near the SE — — - — _ — _ — ER DOC. N0.26062oa -- — O
Property Corner, was determined by CPS 4724 — — — — — — — — — — — — — —
observations using the Montana State BENCHMARK!CP/10041 ELEV.�4,725.21'
University CORS Base Station elevation HYDRANT TOP NUT 30'CO ROAD Wy
ELEV.=4,726.55' EASEM I i�
reference on November 9, 2020. Elevation CROSSWALK SIGNAL PETITION#23 V
given for this point was 4,725.21 feet (Int'l) — — —
NAVD88. 661.42 270'52'00"
[N89 O8'00"W] BENCHMARK(CPS1�1 V
BAXTER LANE HYDRANT TOP NUT
ELEV.4,727.11'
DATE OF FIELD SURVEY I n 50'DEDICATED STREET
November 9, 2020
PER PLAT ,n
FrstDNoras - - - - - - - - - - -
BOOK 188, PACE 28 I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � '^ `/
OF Mayj I hereby certify that this topographic mop was prepaFed VI
S� qNq under my direct supervision and that I am a duly II I LI
{k 0 licensed professional engineer and land surveyor u ndgr
MARK A.
L 0Gg the laws of the State of Montana.
� '
CHANDLER s Dated This Day Of 2020. I PUBLIC COMMON OPEN SPACE #2, o No. 9518ES I WEST WINDS MAJOR SUBDIVISION, PHASE 8 Drawing Date: II130/2020
' INFER P2�� Mark Chandler, cense
j
NOTES: T 1
A property boundary survey was not done at this time. Additional field I
work would be required for enact property boundary location.
At the time this survey was conducted,the site was covered by snow 1 TOPOGRAPHIC MAP
accumulation.This drawing may not show features that were missed due to
snow cover. T7 SCALE:1"=30'
Contractor to verify utilities prior to construction.
201104