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GENERAL NOTES LEGEND 0o
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1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES EXISTING NEW DESCRIPTION a a Y Q �
•:u't w = z (n J J
w ...,. . _�...
IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING ASPHALTIC PAVEMENT c o m w
THE EXACT LOCATION OF ALL EXISTING UTILITIES 0 V)N
BEFORE BEGINNING EXCAVATION. - CONCRETE CURB Z Z �
— i CULVERT O a
2. ALL POWER, TELEPHONE, AND OTHER UTILITY POLES OR 05 L) Y
—�- - —GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL 0 MANHOLE z
= `—J BE REMOVED OR RELOCATED BY OTHERS. 8" z a
S SANITARY SEWER o Q Z 2
[ 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES W 6— WATER MAIN w > W N
. JI I 'r � _ , PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE 3 ; W 0
"T'rV. - :-4 r b - �- FIRE HYDRANT w a W m
d ay t� 1 J I CROSSING CLEARANCE. THE CONTRACTOR SHALL
1 -- 1- N
jl i .�+� NOTIFY THE BOZEMAN PUBLIC WORKS DEPT. PRIOR TO
21-
DO �---i�-�- VALVE �ZEXCAVATION. ¢" Q 1. - G GAS MAIN 4 w U-
F 4. ENGINEER SHALL DETERMINE THE FIELD LOCATION OF -E-- UNDERGROUND POWER CABLE 0 0 a
-T 1 ""� s •�_ r_y� '' _� ALL WYE BRANCHES. _- UNDERGROUND O 2 ay
TT]r�l bra �L7: ___ � --��_ TEL-- OUND TELEPHONE w0
1A Tf1 A! ��Rs i - L :" _ = CABLE va
!! -�" R.O.W LINE
. 1J �• ��" '- - - 5. EXISTING FITTINGS ARE SHOWN AND BASED ON DATA --- - - CENTER LINE z 0 .
f' - -rT J' •,•r „ = L. �y '+1"-'� FURNISHED BY THE OWNER. THE CONTRACTOR SHALL
GROUND PROFILE >a
TTT y T - i,,�� ��I- y N y II BE RESPONSIBLE FOR EXCAVATING FITTINGS AND �m
— FINISH GRADE IN PROFILE
II jI T d �;-� r -J;_�i R CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW __ a
_ L J FITTINGS. UTILITY LINE IN PROFILE 1w 11
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- I. I,' rr T I c�n a •': �' ----__ UTILITIES THIS CONTRACT SHOWN
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} 1, BENCHMARK: FIRE HYDRANT AT NORTHEAST CORNER OF i Z
�� �• �F //� GRAF ST. AND SOUTH 3RD AVE. N�
1� 1��1✓%"� ELEVATION: 4952.40 J Q
11 ALE. TOP FLAti/GE BOLT STF/MGE0 Z
NO 3,3 W
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sra o+so, IXISTINC �� SEWER SERV/CE LOGAT/OiLIS
MANHOLE LOT 51-177-10,l/ 9EP774 FROM 1l1 ``at�lTq�,,
SEWER SERV/CE LOCAT/ONS +/
LOTJAMES A. \�
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15 �� ZZ 1?,-70 70 Q� �v I o a
-III 70 h Q �� 15 14 13 Z Q 3
B L ❑ C K 2
60' III 16 t�2 15' TYP. d o Y_j J
III DRIVE gym = �� W
17 0- oom O0a
III 24 23 22 21 20 19 18 1— - - -- _ - - _ - -'d =z �
Q16 I ll 1s P. CONCORD _ , �- - — — o —� uj 05° Y
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TO PIPE w W W W Cr N
e a a W
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- 17Z I II w 15, 9 W ooa VZJ
O a s 8 NOTE: FUTURE CURB do GUTTER w Q
J
d S NOT IN THIS CONTRACT = Z a
III 1 2 3 4 5 6 7 o 2W "z
ON ww I I p SEWER SERV/CE LOGgT70/VS I Z O H a
o II I B L ❑ C K 3 LOT- 57-IvT/O&I oEPTv FROM O o = W o
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P F/N/51- G.4F/OE /S EST-qBL/SHED BV -7 (p+40 75
I p�
M H �+so_ �� P - 7p7HI vG TOP OF CURB GRF70E f7v0 g Stz3 75
I e 1 RA/S/tlG 4T //4 PE4 FOOT TD 9 ¢t03 8.7 I o 0 o O
END PIPE 4+76& PLUG � PROOE,4TY L/A/E. /O
1 NOTE: FUTURE GRAVEL CUL-DE-SAC // Z f Z8 /Z.O
\ / NOT IN THIS CONTRACT
PE 1 EXC VATION
PE A BACKFILL TYPE 1 EXCAVATION
F TYPE A ACKFILL
Q-1• -
__ EXISTING
GROUND VVIR
65 1�_ �q_
00 FINISHED GRADE - ---__ ��, 501 65
4960 Z — — FINISHED GRADE �0
+ fro —
w 4960 a
a EXIS IND GROUNDIL
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55 +1.890 ' +CO ---- 0 'z
A PROx/ ATE G OU,t/o 55 W
35 L.F, g '083 400 L.F. 8" C PIPE -- -- - - 7ER OCFIT/ IV ��..� C/7
C Fi
J 4950 878 A
4950
N C PI E
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SHEET N0l� lal 5 4 3 2 1 10 9 8 7 6 5 4 3 2 1 TS 2
N CURB 8 GUTTER C1Tq p
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JAMES A.�i 4
P 0 O - CUMMING$, �W
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STA. 1+IB CONNECT TO
EXISTING 6'� PIPE 5 Z z a
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m N 15 *'# d r22
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24 23 21 20 19 18 f __ _ — _ __� _ =z
Li I 16 �
III CONCORD �'��_ ' J o �= I "
N o Z
0Q NZPIPE O PIPE41 1 D LJJ
10 1 12
1 atia w
—Y—� —17 i — wW I 9 LEI ooa �— N
II CENTERED 0_a NOTE: FUTURE CURB do GUTTER LJJ J
O (� I 1 °(7ypjT 2 �� 3 4 5 6 7 8 NOT IN THIS CONTRACT W <Z
o II �i II B L ❑ C K 3 1 a T- Wo
J I+ I STA 3+30 m Z to { 0 0.
18 o>-
10 I N a
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STA 4+75 p I, NOTE. INSTALL CONCRETE THRUST I o 0 0
STA. 4+80 1 � BLOCKS AT ALL WATER LINE FITTINGS 0
NOTE: FUTURE GRAVEL CUL-DE-SAC & FIRE HYDRANTS.
/ NOT IN THIS CONTRACT
V
m m m
0
w _ TYPE 1 EXCA A 10
4970 TYPE A BACK-ILL
EXISTING Li
9
GROUND �
—
--- --- 5
65 — — _ _ 65 w
--- �
FINISHE GRADE ----_ so'
H - FINISHED GRAD
00
4960 + _ __-- --- 4960 Gl.�
EXISTING
GROUND _ /� Q�
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55 cow
77X- 1 -- � �
V _ 55 vi O a
hlL—
�ti W 5F+ w
+v V N�4 t-t
* i * 4950 A
14 13 12 11ort
4970 TYPE 1 EXCAVATION 45 W
TYPE A EACKr= N
ISTING STA. 1450 TO ST . 13+95 Q
GROUND 1245 L F. 6"D.I. PIPE
65 — w
a FINISHED G DE — _ O o cn
o
4960 r\ n
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v W
W3
F 0w m
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55 z `O� Z 4
a op ST 1+16 T STA. 4+ 0 � r � '� o
36 L.F. 6"DI. PIPE tO=
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