HomeMy WebLinkAboutC1.0 Existing Site Conditions 03-24-2021 MINOR SUBDIVISI' > W C-S 1/16 COR..,SEC.24
s; ss --- Q - FOUND SANDSTONE _
4'INVERT INLET H IY =
N IID RCP INLET, 0
IRECTION UNKNOWN m )BENCHMARK C-S 1/16 COR., SEC. 24
IIL =p _Z HYDRANT ARROW BOLT FOUND SANDSTONE
BPfi Nb00538�'_REBAR [S89'4S'OOE ELEV.4,999.32'
/ _ 1300.25 090'15'00" (M) 6"PVC 1337.878090'15'03" (M) J TREATMENT FLARED END �..
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36"CULVERT 5000 EDGE OF PAVEMENT FOUND 5/8'REBAR BLOW OFF - 00 24'1 CULVERT
u P
S 1/16 COR,SEC.23/SEC.24 SW 1/16 COR,SEC. 24 24"CULVERT J N \ I. Sheet 1 Of 8
18"CULVERT 4999
5001
U
C m
m E
m
5000
I m
Scale In Feet - I c m m T
.T I m
100 0 100 5002 5001 ._
30 0 30 D3 5�2
v t
Scale In Meters
50 C v
Contour Intervals: 1 Foot z E
y 12 PVC @ rn m
C
LEGEND � � I 4":4"POST
(Rl) RECORD DISTANCE PER M.S. 494 CORRUGATED DAM C5 a
(R2) RECORD DISTANCE PER ALDER 5 �� W
CREEK SUBDIVISION ¢ o
(R3) RECORD DISTANCE PER COS 482 5�5
(M) MEASURED DISTANCE OR AZIMUTH 5005 /
I �
O o
DO SECTION CORNER � � s � � / I �z�
SECTION QUARTER CORNER
EXISTING 90.0'
FOUND SIB INCH REBAR N CORRUGATED DAM 6 / So°j SOUTH 11TH AVENUE
CP t1 C STREET AND
WITH NO CAP OR AS NOTED TELEPHONE POLE, 2 y00 \ ) PUTILIITY EASEMENT
TELEPHONE BOXES NEARBY J PER DOC. N0. /�
Q BENCHMARK F-I
EXISTING TELEPHONE BOX sOo 26s3s82 /
PROPERTY BOUNDARY LINE s \\
SURROUNDING PROPERTY LINE i
— — — —EASEMENT LINE
-x—x—x-EXISTING FENCE � 5D10
oee EXISTING OVERHEAD ELECTRIC I
F-o EXISTING FIBER OPTICS LINE - 1/
w EXISTING WATER MAIN
EXISTING CURB AND GUTTER 5011 5010
FROM NORTH: GPS
OBSERVATIONS ONSS FOR I ON AZIMUTHS
STATE PLANE - So�� // / I I I I IR
GRID. CORRUGATED DAM S�
M
[N45'00'00"E] BEARING COMPUTED FROM
I /
I
AZIMUTH SHOWN
5C13
EXISTING 10'WIDE SOUTH 19TH LAND DESCRIBED IN
LEGAL DESCRIPTION UTILITY EASEMENT PER DOC. �1A DOC. NO. 2279831 s
Land described in Document No. NO.26939835,203 19.W623 Sr'Ft.
227983f, us.4sza AcFes
Located in
5015
01
SW 114 of of Section 25,nd NW f�4 1 _. -
T. 2 S., R. 5 E. of P.M.M.,
Bozeman, Montana
EXISTING 30' PUBLIC i
�f ACCESS AND UTILITY
BENCHAGRE / I / EASEMENT PER DOC. N0.
Top of FND 518" REBAR (CP#6) I / / 2693985
(TYP EXISTING 18'WATER MAIN .)
Elevation: 5,002.39 Feet � 1
Datum: (NAVD88) — — — — _
— — — — — — — — — yo w w w / �� � I� �"
za - EXISIYNG 90 WIDE�LACKWOOD w
__ _ ROAD PUBLIC STREET AND _ / -w 5 16 _ _ 2
DATUM NOTE zs BOX DAM W/CHANNEL FLOW - - _ -- Oryy - - - -- - - UTILITY N0.EAS4693984 ENT R DOC. /IT —��J 2 L^ ly
Elevation on Control Point, found y I / 1/4 CDR
g" rebar (CP #6) Zoeated ¢t the NW - - - - - - - - - - - - - - - - - - - - — - — — — — — — —I — � - FOUND 5)W AEaAR-W7335"— �
corner of the site, was determined I / ALUMINUM CAP(STATE OF MT) O
by CPS observations using the SOry, - - SEE CCR,BK 4,P. 434, FFN�Y)
Montana State UniversityCORS 5018 DOC. NO.2479354
Base Station elevation reference On S.LINE SW 1/4 SECTION 24/
(Month) OD, 2019. Elevation given SEC.COR, N.LINE NW 1/4 SECTION 25
for this feet f r
- /
point was 5,002.39 2"ALUM CAP(15273LS)
(Int'Z) NAVD88. DOC.CNO.2483294 472 yy I / S079 I F�1
I30'WATERCOURSE SETBACK O
CON�RETE ENCASED GRATE O .�
ry S0
yo 00 a
24"DRAIN PIPE _
' I ' 'CONCREiU' 50'WATERCOURSE SETBACK
STRUCTURE o a
u
O, I ,Dp 24"PIPE
s°
�25 50'WATERCOURSE SETBACK I ?2 -
v I
I I I
10 5023 II
5026 30'WATERCOURSE SETBACK
. .. _ -� I I 3024 I
5027
�-24"CULVERT - I I I I 5025 I
�za I I Issue Date:3/28/2021
30"CULVERT
18"INVERT INLET I 5026
DIRECTION UNKNOWN
l r SILO
I
2599.67 -_ - 1.0
[S89'5T02, Nub, - _ I s1_,
� EXISTING TOPOGRAPHY SURVEY
1A SCALE:1"= 100'
#190390