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iN DATE EN
PROJECT# GINFfi74 Q
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CP#3 0 > U
SSMH CP#4 V ROW OF WOOD POSTS Q W W cI
RIM=4829.66 TO EAST(TVP.) 18" YYY --- CP#2-_48 - I C
INV IN(S)=4821.14 / mq ------4829_-__ CONCRETE \ 3 Z Q r
INV OUT(N)=4821.04 \ 2
DECIDUOUS ___----_- __ !-------4830-- I A� ROW OF WOOD POSTS -\ 7
TREE DRIPLINE �7 14830-�--- - " " e o 0 o e " o� -----------------\`"-----�--0 0 o e o 0 0 " o e o o e o o e o oT0 WEST(T1P.)� \ D ` C
v J
/ -alas_ _ _�--------------------- ---- W
-- - - --
G AVEL _ - -_-- � i -----�-GRAVED------------------ ----.�2AVEL- -
-4830- )TRUNCATED 3 N s 24"
r m 4830� - ASPHALT DOME w p
/ ASPHALT BOGERT PLP'
I1 --- a90
--------------- ----
I / GRAVEL \-_->-_----� i
- � � GRAVEL � /\
_ � I
_-_ -_ -- - CONCRETE CONCRETE / \
-. GRAVEL _ _
r----
��-�\/--� �r7T - r4 -- --4832---------4831- \
I i 11 a WOOD POST MAILBOX I MAILBOX) MAILBOX) GATE
I I I I I I 1 3 \\I
I i 24"
III I I I1 � torn
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z
it I I W m 0
jl I I 36" 3 a s
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g�j So = p
CP#1 z
/ / \ w
I I I m MH RI a
RIM=4830.78
�,, INV IN(S)=4822.88
II II \ v i ^\ x! / �� \ INV IOUT'N)=482278
V I 1 I��l rc SSM4631.99 /'SS u�, \ I F of o 0
J o EDGE OF / N u iu
III a I\ �m INV OUT(E)=4825.19 BRUSH \ 00,
I wo EDGE OF GATE EDGE OF BRUSH EDGE 7RUSH GATE - I R MMH4831.47 a
\ BRUSH ABANDONED HP 0 0 P z
off N s H OHP =4832�\2 / / -4832� INV IN(54624.07INV 7
6 P- m --:G ---i--GATE--- EDGE OF BRUSH /-_c_L= -`T -- GRAVEL \ ---�\ y. -
yC n J `" INV OUT(N)=4823.87 i p V)
ss �s -Sr-A-- ss ss SS Ss SS Qss W >'N z
BRUSR 1 No o GRAVELY G - G /��1 _g�- - _ -1 s 32 o U
I�p _ - --�------- c� /' 12" 4�3-�-J ~- a jyj
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_ ----_,� - T GN G ` J 5
I m I /ice \ "12. 12" "-CONCRETE4g32\ �� YYYyy \ e ¢GATE GATE 6" 12 / BUILDING EDGE OF BRUSH CLOTHESLINE EDGE OF BRUSH \ ! LL p a U dOF BRUS GATE POST o )
II,\i I/ �NJ II
II I I I 3
II 11 W
II I I I
I I I PROJECT SURVEY CONTROL(LDP) >
II I I I Point# Northing(IF-) Easting(IFn Elevation(USSF) De ip[ion 3
1 118247.70 384294.78 4831.76 CP/2"ACRSSCN UMON
cj Ii 2 118367.57 384173.84 4829.88 CP/2"ACRSSCNTUMON
1 11 / 3 118365.37 384006.41 4829.81 CP/2"ACRSSCN L
,re 4 118353.59 383830.19 4829.41 CP/MAG-NAIL V
I O
1 I 5 118028.02 383816.67 4834.28 CP/2"ACRSSCNTLMON V3 N
11 1 1 DECIDUOUS 6 118036.31 383553.81 4833.67 CP/2"ACRSSCNRMON N
I II N I I 36"
TREE DRIPUNE O
Q `� ( 1 RIM=4833.05
CONCRETE N
RETAINING 36/ low TOP NUT=4827.95 WATER VALVE
WALL RIM=4833.09
CONCRETE TOP NUT=4829.98
WATER VALVE SSMH WATER VALVE 3
RIM=4833.35 Q
RIM-4833.18 j INV IN(S)=4823.47 TOP NUT=4829.62
TOP NUT=4829.10 I INV OUT(N)=4823.37 a
8 WDI W w W W WDI��W �-�' w T W W W W w W W W W w W W 8 WDI
a
rc ASPHALT �cn SDMH
24"PVC ui
DI z 14"DI E STORY ST H RIM=4833.70
SD SD 15"SDPVC SD m3 INV OUT(N)=4825.38 O a
o 8D LL
SDMH jco
41D
S`' Z �
RIM=4833.62 - - ^: r� 7m SDMH / SSMH 0 O
24"RISER PIPE OHP N OHP oHP RIM-4833.09 RIM=4633.83 O d
SUMP=4827.46 HANDRAIL N \ -- INV OUT(W)-4827.75 INV OUT(N=4825.59
SDMH CONCRETE 3 >N Q Z QQ
RIM=4833.53 CONCRI4-- `r` Q K
24"RISER PIPE 48354 I m r LU O
SUMP=4825.73 �\ 34
24" NI 36" ~ 0 0
CONCRETE CP#S WATER VALVE
RETAINING RIM=4833.90 Q
WALL TOP NUT=4828.59
SDI SDMH
TC=483:10 Z RIM=4833.53
RIM=4833.44 J IN
IN(E)=4827.81 THE BASIS OF BEARINGS FOR THIS SURVEY HAS BEEN DERIVED ■
INV GUT(N)=4830.03 INV IN(S)=4829.63
1500 GALLAN OIL/SAND INTERCEPTOR TO WEST FROM GPS OBSERVATIONS AND IS BASED ON A NAD 83,
LAMBERT CONFORMAL CONIC, SINGLE PARALLEL, LOW DISTORTION �®
�J PROJECTION FOR THE CITY OF BOZEMAN; HAVING A POINT OF
Z ORIGIN AT 46'15'00'N LATITUDE AND 111'15'00'W LONGITUDE WITH
Z A SCALE FACTOR OF 1.000185. THE GRID TO GROUND COMBINED 20 10 0 20 40
SCALE FACTOR AT CONTROL 0 CONVERGENCE ANGLE IS0'09 29NT 3 IS 830; THE
DISTANCES ARE
m INTERNATIONAL FEET. FOR THIS SURVEY, GRID DISTANCE IS NORTH SCALE:1"=20'
ESSENTIALLY EQUAL TO GROUND DISTANCE.