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STA 30+12.1 (7-1' RT) STA. 36+25.3 (6.8' RT) :~. _^ N••�:
INSTALL 89.4 LF OF 2' TYPE K INSTALL 86.9 LF OF 2" TYP K STA. 40+86.2 (22.4' LT) STA. 44+41.4 (24.6' LT) :O•• �''^ .v'
SERVICE CURB BOX ELEv.=4787.82' SERVICE CURB BOX ELEV.= 79 .52 INSTALL 43.6 LF OF 2" TYPE K INSTALL 41.4 LF OF 2" TYPE K STA 49+00 (24.3' LT) ••�_ '. `�_•
SEE DETAIL SEE DETAIL[2' SERVICE CURB BOX ELEV-4804,02' SERVCE CURB BOX ELEV-4808.62' -INSTALL 41.7 LF OF 2" TYPE K F••'.pNP\'-
SERVICE CURB BOX ELEV.-4812.92' C ,EFTT
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STA, 30+04.0 (7.2' RT) STA. 34+65.9 (6.7' RT) STA. 40+84.2 (22.4' LT) 9G STA. 45+23.3 (24.8' LT)
INSTALL 12"x6" MJ TAPPING IV 57A. 48+98.0 (24.3' LT) // U
INSTALL 12"x6" MJ TAPPING INSTALL 12'x6' MJ TAPPING INSTALL 12"x6" MJ TAPPING -a J
o SLEEVE WITH 6" MJ GATE INSTALL 12'z6" MJ TAPPING
SLEEVE WITH 6' MJ GATE SLEEVE WITH 6" MJ GATE SLEEVE WITH 6" MJ GATE Q" / Z &�g
TAPPING VALVE & THRUST 0 SLEEVE WITH 6" MJ GATE _
TAPPING VALVE & THRUST TAPPING VALVE & THRUST TAPPING VALVE & THRUST c / ❑
BLOCK, 59.7 LF OF 6" BLOCK, 59.1 LF OF 6" `z BLOCK, 27.5 LF OF 6" 4' TAPPING VALVE & THRUST
BLOCK, 43.6 LF OF 6" N STA 44+39.4 (24.6' LT fV / w
HYDRANT LEAD AND FHYD ASS'Y HYDRANT LEAD AND FHYD ASS'Y CLASS 51 0.1. PIPE WITH '" INSTALL 12'x6" MJ TAPPING HYDRANT LEAD AND FHYD ASS-Y,vP BLOCK, 41.7 LF OF 6' i �
MJ END GAP AND THRUST BLOCK. `y SLEEVE WRH 6" MJ GATE Q CLASS 51 D.I. PIPE WITH N
• 0 MJ END CAP AND THRUST BLOCK.
c TAPPING VALVE & THRUST JS w 1
STA. 2".6" 3 (6.8'TAPRT)PING
`^ BLOCK, 41.4 LF OF 6" P P4�y «. •'
STA 3"K6" (7.1'TAPRT)PING
INSTALL 1 WITH MJ TAPPING CLASS 51 D.I. PIPE WITH
INSTALL 1WITH MJ TAPPING SLEEVE WITH 6" MJ GATE STA. 12'.6"9 TAPPLT)ING
MJ END CAP AND THRUST BLOCK.
SLEEVE WITH 6" MJ GATE TAPPING VALVE & THRUST INSTALL 12`z6' MJ TAPPING
TAPPING VALVE & THRUST BLOCK, 86.9 LF OF 6" SLEEVE WITH 6" MJ GATE
BLOCK, 89.4 LF OF 6" CLASS 51 D.I. PIPE WITH TAPPING VALVE & THRUST
CLASS 51 D,1. PIPE WITH MJ END CAP AND THRUST BLOCK. BLOCK, 29.5 LF OF 6"
MJ END CAP AND THRUST BLOCK SEE DETAIL� HYDRANT LEAD AND FHYD ASS'Y
SEE DETAIL W-1
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GRAPHIC SCALE
( IN FEET) m
I inch= 100 fL a "�
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CPROPOSED DITCH BOTTOM Q
WATER CONSTRUCTION NOTES: \ 0
1. ALL DOMESTIC SERVICES SHALL BE 2-INCH THICK TYPE K \ 6.5' MIN,
COPPER TUBING AND SHALL INCLUDE TAPPING SADDLE,
CORPORATION STOP, CURB VALVE AND BOX.
2. ALL LIVE TAPS SHALL BE PERFORMED BY THE CITY OF
BOZEMAN AT THE CONTRACTOR'S EXPENSE. OR BY THE EXISTING 12' WATER MAIN 6.5' MIN. 6" FIRE SERVICE LINE OZ
CONTRACTOR, IF APPROVED BY THE CITY OF BOZEMAN WATER MAINTAIN MIN. VERTICAL N
SUPERINTENDENT IN WRITING.
SEPARATION OF 1.5'
E 3. NEW WATER SERVICES, FIRE LINES, AND HYDRANT LEADS SHALL (1) �
HAVE A MINIMUM OF 6.5' OF COVER. EXCEPT WHERE NOTED Lv j
o OTHERWISE_
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d. 4. WATER SERVICES SHALL BE NO CLOSER THAN 18" FROM OTHER 6" 11.25" BEND 0 �
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� WATER SERVICES ALONG THE MWN. EXISTING 8' SEWER LINE L+J K- �
1 6" FIRE SERVICE LINE CROSSING Q J M
5. SERVICES SHALL BE PLACED IN CENTER OF LOT, UNLESS NOTED (NTS)
OTHERWISE. Q
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6. ALL BACKFILL FOR SERVICES AND HYDRANT IS TYPE "A-.
N W
\`o 7. ALL HYDRANT LEADS SHALL BE 6-INCH CLASS 51
D.I. PIPE. SERVICE CURB BOX
8, ALL FHYD ASS'Y SHALL INCLUDE 6" MJzFL GATE VALVE lw PROPOSED DITCH BOTTOM
WITH VALVE BOX AND THRUST BLOCKS
'i 9. ALL 2" SERVICES WILL BE VISUALLY INSPECTED UNDER STATIC STATIONING COORDINATE TABLE
PRESSURE BY THE CITY. ALL 6" FIRE LINES AND HYDRANTS SHALL 6.5' M w
U BE CHLORINATED AND TESTED IN ACCORDANCE WITH THE WATER STATION NORTHING FASTING DESCRIPTION I IV
MAIN TESTING SPECIFICATION. J O
i 26+60.04 -258.95 291_40 CL COTTONWOOD RIGHT OF WAY m
� 10. INSTALL TEMPORARY 1' TAPS AT THE END OF THE 6" EXISTING 12" WATER MAIN 6.5' MIN. 2" SERVICE LINE
� SERVICES O CHLORINATION AND ES ALL A WILL E PROJECT NO.
N REMOVED AFTER TESTING IS COMPLETE. 52+26.82 -2825.32 275.02 CL COTTONWOOD RIGHT OF WAY MAINTAIN MIN. VERTICAL zees ou
o SEPARATION OF 1.5' SHED NUMBER
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EXISTING 8" SEWER LINE 2" SERVICE LIN(NITS CROSSING DRAWING NUMBER
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P y A SS P SS—SS 4 SS P 96 1+0 O _ U N wE1QVQQQIV�E m
o' o COTTONWOOD ROAD 0 $ o $ $ $ $ $ $ $ rn�
STA. 27+67.3 (6.2' LT) STA. 33+43.9 (5.T LT) --
INSTALL 4• SADDLE WYE ON INSTALL 4"SADDLE WYE ON > �, j T E� R
EXISTING 8" SEWER, 4"45' BEND, STA. LL 4" S DLE LT) G 66 EXISTING 8" SEWER, 4" 45' BEND, INSTALL 4" SADDLE WYE 78END�,
V4 Z 4 8g
At 59.8 LF OF 4" SEWER SERVICE & 76.5 LF OF 4" SEWER SERVICE EXISTING 8" SEWER, 4" 454.4 LF OF 4" SEWER
v � 1—��•y y °S.r
o (Y. P14 dl
STA. 41+94.9 (12.3' LT) @ rw-1 � a
e+ 3' LT)0 (12 47+18. . &g
INSTALL a` SADDLE WYE ON STA, O
EXISTING B" SEWER, 4" 45' BEND, INSTALL 4" SADDLE WYE ON
k 531.7 LF OF 4' SEWER SERVICE EXISTING 8" SEWER, 4' 45- BEND, --+
k 53.7 LF OF 4" SEWER SERVICE $€
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CRAPHLC SCALE �
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(DI►SET)a {
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SEWER SERVICE CONSTRUCTION NOTES: H
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I. ALL SEWER SERVICE LINES SHALL BE 4-INCH SDR 35 PVC
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WIT A MINIMUM SLOPE OF 1/4" PER FOOT
2. ALL SADDLE WYES SHALL HAVE A V-2' SECTION
OF PIPE WITH A 45' BEND ATTACHED TO IT
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3. EXTEND SERVICES 6 BEYOND PROPERTY LINE
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EXCEPT FOR SERVICES THAT CROSS DITCHES. IN N
WHICH CASE EXTEND SERVICE 6' BEYOND EAST BANK >
OF DITCH N p W
a.ALL BACKFI L FOR SERVICES IS E A.
LyJ � U
S ALL LIVE TAPS SHALL BE PERFORMED BY THE CITY OF
BOZEMAN AT THE CONTRACTOR'S EXPENSE. OR BY THE
CONTRACTOR, IF APPROVED BY THE CITY OF BOZEMAN LLJ z
IN WRITING. J w
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6, SEWER MAIN WILL BE TVINSPECTED AFTER INSTALLATION OF O J
THE SERVICES BY THE CITY OF BOZEMAN AT THE CONTRACTOR'S u
EXPENSE.
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STATIONING COORDINATE TABLE z
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STATION NORTHING EASTING DESCRIPTION w
N
2 +60.Oa -258.95 291 40 CL COTTONWOOD RIGHT OF WAY O
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52+26.82 -2825.32 275.02 CL COTTONWOOD RIGHT OF WAY PROJECT NO
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SHEET NUMBER
DRAWINC NUMBER
S-1