HomeMy WebLinkAboutGallatin Park N a vorEs 0sl
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HORIZONTAL AND VERTICAL DATA 1 MAINTAIN A MINIMUM OF i8' vLR71CAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND 7�
WATER LINE CROSSINGS. -
STATION NORTHING EASTING ELEVATION o .
,� 4+34.12 8980259 1 ,4 _ 4E Pf'ION - 2. RESTRAINED JOINT SIMILAR TO AMERICAN CAST IRON LOCK RING OR MECHANICAL JOINT FITTINGS WITH
b it, `�+36.I2 8993 040 10607 558 -- MEGALUG RETAINER GLANDS (EBAA IRON) TO BE USED FROM STA. 4+34 TO 6+40. Y!'�'•CCCSSS'��___
�P"® 8+33.74 0194 F23 10826 520 7 NAL \'
cP 4 - 104g7 704 4714.97_ BAR 9_9' E. OF GDARDRAIL 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND IS RESPONSIBLE FOR
CF 3 11772.3t6 BAR 1841' SE QF MIL_EMARKER SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. rye <Z0\ 4?, 10' NE OF NE RAIL. q. MARK ALL VALVES AND PLUGS WITH 2" DIAMETER STEEL FENCE POSTS, PAINTED BLUE. I I GV zoi
BENCHMARKS CRY OF BOZEMAN DATUM
j \ - _ - fFFF����1111 0
5. SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. i �Z�
\ HYDRANT NV w
/ _1 4728.05 NW COR N.. 7th AND_MANDEVILLE
/
NW BOLT 6. NEW WATER MAIN SHALL HAVE A MINIMUM OF 6.5' OF COVER, BELOW FINISHED GRADE. I E��V1
HYDRANT "102 NW CDR._ OF 2430 N. 7th, 7. ALL VALVES TO INCLUDE CONCRETE THRUST BLOCKS ACCORDING TO STANDARD DWG, NO. 02718-1, I I I 3
TOP CENTER BOLT MARKED X". EXCEPT AS NOTED.
lI I I Eti
I I I I 150• 100' 150' j 2 1 \9�,F,7STA.
8. ALL FITTINGS TO INCLUDE CONCRETE THRUST BLOCKS ACCORDING TO STANDARD DWG. N0. 02713-1. 1 1 1 N EXCEPT AS NOTED. NI I I � a J
S C A L E o \ 9Se� 11 G1 9. SEE PLAN FOR DIMENSIONS OF GRAVITY THRUST BLOCKS. WI I �Llp STA. 6+45, REMOVE f 8 10. THE CONTRACTOR SHALL EXCAVATE ALL SEWER LINES PRIOR TO BEGINNING TRENCH EXCAVATION TOU�MILE MARKER 142 ` ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY THE BOZEMAN WATER DEPARTMENT pl I I �V aS AND REPLACE 30 LFI OF WIRE FENCE. \ PRIOR TO EXCAVATION., 8+33,�8" F&IS 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR �I I I Z 7
+\\ yF'Y/. � � TO ORDERING NEW FITTINGS.
STA. 1+04 TO 5+36, �
2'� I Aw"
SEED. FERTILIZE, MULCH /y Sg� 1 p6j `� A6-7 Fi N
AND PROVIDE EROSION y�C 3( \� 11 1 `s a� �\ _--STA 6+73, CENTER ONE FULL LENGTH Z CONTROL, \ ` '7j� \ OF WATER PIPE AT SEWER CROSSING TYPE A BACKFILL PE B BACKFILL 0 I 1 Z
68 LF STEE
STA. 6+40, 11 1/4' VERTICAL BEND. ENCASEM NT PIP w�I
\ \ STA- 6+03, END
Qw
\ \ 4715 �WWW V
STA, 4+34, 90' BEND. � \ \ ENCASEMENT PIPE. cn N to Ly ZI-
IN ADDITION TO THRUST BLOCK 11 \ `\\ STA. 5+36 TO 6+03, _____________ ____ ------------- 4715 o O o O �Yy1
I -----_-
(SEE STD. DWG. 02713-1), / 1 11 1 tl 1\ 1 � STEEL ENCASEMENT PIPE, ---- I
INSTALL 2.5'W BY 2.5'D BY 2.0'H 1 , 1 1 1 1 ,,. SEE STANDARD DWG, W03
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1 �I I I
GRAVITY BLOCK. Z 1 11 1 1 11 I ° 02310-04, a� I I 00-1
-;0.11 IUQ m 1 \\ g680 4710 6 1/ MINIMUM COVER 4710
I'STATION 4+34 IS LOCATED AT I\ 1 W + \� �R CROSSING RR STA. 7496+27 �� w�-I IGHWAY 10 STA. 48+40, 35.5' RT. � y'4' 8'�4
/ 1 lee'b8' 7" 1 \+� STA. 5+36, 22 1/2' BEND, 11 ¢a a
1 F 1 , I 1/4' BEND ANB-441RH5i- 4705 ' 0I 0
1 0I
1 1 470`. I I I
4 1 1 9GKs.
STA. 4+31. BLOWOFF ASSEMBLY 1 II j 1 bs BEGIN ENCASEMENT PIPE. S
(SEE CONST. STD. NO. 02718-7 TYP).L 1 1 11 1 I I I
o
111\1A S i 1 \ 4700 4700 m m m
rn
?� I II S STA. 5+22. 11 1/4' VERTICAL BEND. )RAS "
/ I
MAINTAIN GUARD RAIL I '' 1\ I I 11 o�PO 1� IESIGNEDYBY: SJCR
q 4695 QUALITY CHECK: DJC
1
31 1LII r
1 Irj� MATE: i—5-9
FINI ED GR DE TO MATCH 469c� 'DH JOB N0. B9725
PR IOUSLY EXISTING 362 GROUND FB N0. 835 7
46904690
l03
2
a 4685
I 1 r
EXISTING ASPHALT
I
/ / I 4680 0
1 I 4680 _Z
1 1 0 V)
7 I I I STA. 1 04 TO 4+34, 330 LF F 8" CLASS '51 DI PIPE TA. 4+34 TO 5 22 SSA. 5+22'T 8+34, 313 F 8" CLASS 51 DI PIPE Q 0
CENTERLINE OF U.S. HIGHWAY 10 I � � �
°
I/ STA. REMOVE EXISTING PLUG, '� 4675 (�' CONNECTECT Lij
4675 1 DI PIPE 3 LF OF 8" C SS
STATION 1+04 TO EXISTING STUB WITH 8"IS LOCATED AT 1° ( � -
HIGHWAY 10 STA. 45+17. 52.6 RT �° GATE VALVE, AND THRUST BLOCK. ,, N ZJ Q
cr Q
BENCHMARK: 4670 ,1 00 z L� O
1 I ',/� TOP CENTER BOLT MARKED 'X' -- 4F 7( z Q Q Of
LOCATION MAP I$ 1J rl � --- ------------
I B CITY = 4OZEMAN w � C
l � CITY OF BOZEMAN DATUM. W G Q
° p FIAsl � 1 LJEGEN i 6 1/2' MINIMUM C VER Q w
EXISTING DESCRIPTION EXISTING tic o, 4665 N =
4665 _ U 0
_ Z
CULVERT -a -:UY WIRE & ANCHOR 18" N Q M O LLJ
O MANHOLE UTILITY POLE yGP�• 'j 0 F-
F-
B" 9 MAILBOX -
S— SANITARY SEWER oQ 4660 U
+ CONTROL POINT N
„ W� —Wc- WATER MAIN 1"=50' 4660 (`�
v
PROJECT Z T3 FIRE HYDRANT • PROPERTY PIN ~ n W
LOCATION 3 n
,o ►� D° VALVE pTBN TEMPORARY BENCHMARK uV' ° <
Q
�P '---T--' UNDERGROUND 0 BARRIER POST 4655 z a
°
TELEPHONE 4655
O TELEPHONE RISER w "? °6 o -
I -=—x- ELECTRICAL BOX
�-1 WIRE FENCE
i .ry• ll 4 CURB STOP O GAS SERVICE
a
---- 465 w J w
RAILROAD EDGE OF ASPHALT 4650
° SIGN --------- z z
EDGE OF GRAVEL o a o z z z v
APPROX. SCALE 1" = 2000' h m m m m"� cy+ w m
---3598--- CONTOUR
Y .'1 M N t0 O� rj O
4645
--------- EXISTING GROUND + c� ro o e
4645 + + + +m + + +
1 2 3 4 5 6 7 8 AD NC8725-2A. W
SHEET 1 OF 1
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