HomeMy WebLinkAboutLarge Format\i' pVC SD ~ ~ A
.......----_~ :-~ ~ CITY, PLEASE PROVIDE
--;>}\_ ~ DEPTH TO TOP OF PIPE
*;PROX. STA. 0+47.94, 18.20' R, PROVIDE:.-/
(1) -CONNECTION TO EXISTING 24" DI
PIPE, SEE DWG D13 FOR DETAILS
\
12" PVC so--
----18" cPSP so
R ----APPROX 8 LF of L_-~~----=-:::; . __ ':0 _______ 1'1' 01 D 12" DI RJ PIPE .. pVC s~
.......-----. _____ 1B" CPE? SD 1105~~~\~ __ ""':~::"_-:!:~
APPROX 167 IF of
12" DI RJ PIPE
___ so .,
---p ----p ----"l!i, .. pc,lJ--';'-~ --p .-~ o
BLOCKING ,
APPROX 36 LF of 12" DI RJ PIPE
APPROX. STA. 0+77.49, 50.38' R, PROVIDE: o (1) -12" D145' BEND (RJxRJ)
APPROX 63 LF of 12" DI RJ PIPE
APPROX. STA. 1+40.52,43.59' R, PROVIDE:
(1) -12" DI11114' BEND (RJxRJ) \ __ :'>-1' APPRO~ 78 IF of 12" DI RJ PIPE
,.-p --\ \ ~\\
BYPASS PIPELINE PLAN
60
55
50
45
40
35
30
H: 1" = 20'
-
.
'--r -... --
t . --------.... - - ---
. ~. .. .~
NTE: DEPTH ISAPPROX. to BE FINALIZED r BASED ON CITY MEASUREMENTSTO TOP OF EX.
PIPE. - - - -----
. ... ~ -----, -
f6''h --':~ <!,.: 7
f -. -...
.
. .. ~ .,
-,
., " 1i. co w
0:: '"
::;; .. LW W
~!:::: '" '" 2' en .0._ 3 1'---'30 ",0 en f-
~W 0. 00
··1····· 0 is w Lu U W CL Ld .~ --lL w·_-
0.. :2:> 2' u ~: -- - -:e' ~ _Jl_ ~-.
NTc: FlY ('~DSSlNG e> "co is ;n i3 lITIIIJY~L .
..0-;:::'-' ~ ~.~ AND FINALIZE CALLOUTS f g '" .-f--~ is
N W
t do
I I I
NOTE: WATER MAIN PROFILE SHOWN ALONG PIPE CENTERLINE. ;w
HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE.
-
....
I I I I
1(0'
WATERMAIN PROFILE
H: 1" = 20', V: 1" = 5'
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0 en
§2 W"
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f-"
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200'
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c
50
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-
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40
35
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f-
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I 30
2 0'
Vy
NTE: ADD CALLOUTS FOR
SERVICE LINE. IS THERE / §= 0 -
SUFFICIENT COVER TO GO // I
OVER EX. 24" WATER? 1/
\\ ~ I ~I ~
"'"
1.
NOTES / DETAILS
ALL 12" DUCTilE IRON PIPE AND FITIINGS SHAll BE TRUE (BOlTlESS)
RESTRAINED JOINT (RJ) PER THE SPECIFICATIONS.
Illt2~il CONTRACTOR TO RESTORE CURB PER CITY OF RENTON STANDARDS.
CITY:
EXISTING TREE. DO NOT DISTURB.
INSTAll SERVICE CONNECTION AND ROUTE 3" DI WATER SERVICE LINE TO EX.
WATER METER. INSTALL PER CITY STANDARD DETAILS.
EX. VALVE, CONVERT TO NORMAllY CLOSED. INSTALL VALVE MARKER PER
DETAil: ffi
~SIM.
HIGH VOLTAGE PRIMARY POWER. CONTRACTOR TO USE EXTRA CAUTION WHEN
WORKING AROUND POWER LINE.
EXISTING VALVE AND SERVICE CONNECTION TO BE ABANDONED IN PLACE, SEE
G02 FOR ADDITIONAL INFORMATION.
1. PLEASE LOCATE WATER SERVICE FOR FLUORIDATION BUILDING.
RH2 ENGINEERING. INC.
http://www.rh2.com
mailbox@rh2.com 1.800.720.80)2
2. DEPTH TO EX. 24" AND 12" WATER IS APPROX. PLEASE PROVIDE DEPTH TO TOP
OF PIPE NEAR CONNECTION TO EXISTING POINTS
BELLINGHAM 360.676.0836
4:'4 West Horton Road
BOTHEL,L 425.951.5400
NO.
22/22 29th Drive Sf:, Suite 210
EAST
WENATCHEE 509.886.2.900
300 Simon Street, Suite 5
RlCHLAND 509.946.5161
114 Columbia Point Drive, Suite C
SILVERDALE 360.876.7960
2021 NW Mhyre Rd, Suite 107
TACOMA 253.272.3059
NTE: 0 621 Pacific Avenue Suile 104
1. VERIFY LOCATION AND CONFIGURATION OF WATER METERS AND SERi{,7~~[ 01 nenic 0CALE SHOWN
2. CONFIRM ISOLATION VALVE LOCATIONS. Planning Divisio ~J(2S990L?
3. UPDA TE PROFILE AND ADD NOTES. ~'V"~"~----~..,)'_"""""4~~~
4. ADD PHOTOS AND DETAILS. AUG'23 2011 0 1" 2"
DRAWING IS NOT TO SCALE
DWG NO.
ENGINEER KRS 011
REVIE"D. KMP
DATE. May 21, 2012 SHEEr NO.
CLIENT: REN
,08 NO .. 110-093
REVISION BY REVIEW DATE FlmJAME CTPW89~D~PLAN.DWG
~~~~~~~~=9~~~~~~~~~~A~S~SE~MB~ i5 PROVIDE: ~ ~D~D ~ OF NO. 13 FOR DETAILS ~ CHEM - - - -CHEM - - - -CHEM --'1-7""--Ic-I,,:) ..... i5 APPROX. STA. 5+19.72, 19.58' PROVIDE:
I;.) (1) -36" x STEEL ~JE\:\L==---~.'-=-1'
~ b --=-(}E.CjfflIPEt.INE.'S_EE __ _
-' -p-
~==-__ o -d-
<:::> [ ______ 0---
...... ~ \O?\) i::.l " c? ~ -3'?R'i---=-- - -2" DR --- -
--P -_JD"""l-I-...J,'-c-t\\--C -T -__ fi:'~-----?
~ '0~ ,,~§)
~ I \'!-
i::.l
~ t.>j
-P
12" DJ DR _________
APPROX 34 LF of
24" STEEL PIPE
CITY, WHAT IS THIS VALVE?
------12" 01 DR -+----f----'1~
APPROX. STA. 5+07,72, 32.88' R, PROVIDE:
(1) -CONNECTION TO EXISTING TO 24" DI,
SEE DWG NO. D13 FOR DETAILS
"',
<J;
'" ~
is <;; ::;
\
APPROX 245 LF of
36" STEEL PIPE 15'
\
APPROX. STA. 7+65.51, 26.33' R, PROVIDE:
(1) -36" x 36" STEEL 90' BEND (RJxRJ)
APPROX, STA. 5+29.73, 20,73' R, PROVIDE:
(1) -ACCESS MANWAY
CITY, PLEASE POTHOLE AND 0",
CONFIRM DEPTH OF EX. DRAIN. '{),
(1) -4" AIR RELEASE & VACUUM VALVE ASSEMBLY
'i, ~PPROX. ST'~. 7+63.35, 46.21' R, PROVIDE:
'6 (1) -3~' x 36" STL 90' BEND (RJxRJ)
36"
I ,
I , ,
I
\
APPROX 15 LF of
24" STEEL PIPE \ \
\ \
//// _______ ~-J
\
\ \
CT PIPELINE PLAN
H: 1" = 20'
... . ....
---------~~--------
/,,/ ~
,/ " / All' ,
I
I SO
4S~------+------------------------------------+----~~---------------------~-----~----------------------------~------+-4S I,
U ..
. . . . 0,-~----~------_r----~~------------~~--~--~_r·······-1t--~----~--------------~~~~~i_--~~4-~.----------------------------J~
.
40 ~~----_=~--~~0~.50~%r---~=====4================;==t::::~r--====-======::·====~&.;;,=======+====t+=~=====4=============================--:J~ 40 + ..... ~ Qm t i· ...... ',~I~ .... ·...il.. ( 0.00
3S --.-. ____ --i'iS~--------------------!:?;r.I__------------------+__--~''''fu8'---+---------------------------j"'\\j---""=~ ~I~ --' ___ "".04-__________________ ----+~:..:.-----~ 35 ~2 ~ 3;1-~~w '= u~ ui
--I-~~ 00 w ~--o->......: ,--z
--r Ci 0 --0.... W I-Ci: co W 0.-I-CI ::i
row row
-'~
NW,"':'; .. 'ho8 'di~H~
~Lt')C)
30 +--------+---------j--------1--------1--------------f--------f--------I-------il--------t--------+--------f-------I--------+----------:!;:;:~L6'" -30
"'+<'> -20' ( , 1 0' 21 0' is! t--.. 3 0' 0::">
NOTE: WATER MAI~I PROFILE SHOWN ALONG PIPE CENTERLINE.
HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE.
Sf
Ar::
"Tv
4t
t
35
"" vV
600'
_.
.
0,50%
'" ~ .. « 30
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:c W
Z -f-
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N W
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NORTHERN HALF OF CT PIPELINE
po
--
,
,~
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. . .
. -_. 40
.
ex: 0.55% -
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• ? 0 4, ,
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~ ;;I;~
I I -1 I I I i . ..". 30 2 ~ co
4 0' + C") 3 0' t--..
0:: .. >
0 ~~ I: (/)W
SOUTHERN HALF OF CT PIPELINE
CT PIPELINE PROFILE
H: 1" = 20', V: 1" = 5'
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1.
2,
NOTES / DETAILS
THE CONTRACTOR SHALL SEPARATE AND RETAIN THE TOP 24" OF TOP SOIL AND
MATERIAL FOR TRENCH RESTORATION, SEE TRENCH AND RESTORATION DETAILS
FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL RESTORE ALL
DISTURBED AREAS PER CITY PARKS DEPARTMENT STANDARDS AND
REClUIREMENTS.
THE EXACT LOCATION OF THE EXISTING SPRINKLER SYSTEM IS UNKNOWN AND IS
NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING THE IRRIGATION SYSTEM AND SHOULD ANTICIPATE THAT HE WILL
ENCOUNTER THE IRRIGATION SYSTEM DURING CONSTRUCTION. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REPAIR AND RESTORATION
OF THE IRRIGATION SYSTEM PER CITY PARKS DEPARTMENT STANDARDS AND
REQUIREMENTS. ALL WORK ASSOCIATED WITH LOCATING, PROTECTING,
RESTORING, AND REPAIRING THE IRRIGATION SYSTEM AND COORDINATION WITH
THE CITY PARKS DEPARTMENT SHALL BE INCIDENTAL TO THE PIPE INSTALLATION.
CONTRACTOR TO ROUTE POST-CT SAMPLE LINE WITHIN 3" PVC CONDUIT FROM
THE END OF THE CT PIPELINE TO THE PROPOSED CHLORINE RESIDUAL ANALYZER
WlliHIN THE PW-9 WELL BUILDING. SAMPLE LINES TO BE 3/8" POLYETHYLENE (1/4"
ID) TUBING AND SHALL BE CONTINUOUS IN LENGTH (WITH NO COUPLINGS) FROM
TH~ SAMPLE TAP THE TO WELL BUILDING. COORDINATION WITH THE CITY IS
NE(]:ESSARY REGARDING THE LOCATION OF THE ANALYZER, CORE DRILLING OF
THE FOUNDATION STEMWALL AND SAW CUTTING OF THE FLOOR AS NECESSARY
TO ROUTE CONDUIT INTO BUILDING, SEE DETAIL ON DWG NO. XXX FOR
ADDITIONAL INFORMATION. INSTALL CONDUIT WITH WITH LONG RADIUS SWEEPS,
SEAL BOTH ENDS WITH REMOVABLE CAP, AND PROVIDE SPARE PULL CORD FOR
FUTURE USE. (NTE: NEED TO ADDRESS CORE DRILLING OF FOUNDATION 1
SAWCUTTING FLOOR AND RESTORATION, AS WELL AS ANALYZER INSTALLATION
DETAILS. GENERALIZE DETAIL FOR USE AT ALL SITES.)
EX. DRAIN VALVE TO PUMP DRAIN LINE. CONTRACTOR TO LOCATE AND
RECONNECT DRAIN BETWEEN 24" WATER LINE AND 12" DRAIN ... (CITY, DO YOU
HAVE MORE INFO ON THIS DRAIN LINE? IS THIS SOMETHING THAT YOU WANT TO
MAINTAIN? THIS IS TECHMCALL Y A CROSS CONNECTION AND WE MA,( NOT BE
ABLE TO RECONSTRUCT IF DISTURBED DURING CONSTRUCTION.)
1'''''5 ' .. 1 ',---" -' EXTEND AIR VAC VENT LINES TO FRONT OF CURB AND TERMINATE PER CITY
STANDARD DETAIL NO. XXXX
CITY:
1.
2.
3.
NO.
SEE DWG NO. Dxx FOR ADDITIONAL CONNECTION AND PIPELINE DETAILS,
1
PLEASF CONFIRM WHERE CHLORINE ANALYZER IS TO BE LOCATED. PW-9 OR
CCTF ~UILDING?
CAN Ef. 8" CHEMICAL CONDUITS BE USED TO ROUTE SAMPLE LINE?
RH2 ENGINEERING. INC.
http://www.rh2.com
mailbox@rh2.com 1.800.720,8052
BELLINGHAM 360.676.0836
454 West Horton Road
BOTHELL 425.951.5400
22722 29th Drive Sf, Suite 210
PLEASf, CONFIRM IF DRAIN FROM 24" W TO 12" DR SHOULD BE RECONNECTED.
THIS 'l\ILL NEED TO BE RELOCATED PER CONNECTION DETAIL
EAST
WENATCHEE 509.886.2900
300 Simon Street. Suite 5
NTE: I
1. ~ERIFY LOCATION AND CONFIGURATION OF WATER METERS AND SERVICES.
2. VERIFY 24" -> 12" DRAIN
3. ~O~IFIRM ISOLATION VALVE LOCATIONS.
4. ~PDA TE PROFILE AND ADD NOTES.
5. WD PHOTOS AND DETAILS.
!
RICHLAND 509,946.5181
114 Columbia Point Drive, Suite C
SILVE:RDALE 360.876.7960
2021 NW ~.~hyre Rd, Suite 107
TACOMA 253.272.3059
621 Pucific Avenue Suite 104
SCJ\LE: SHOWN
CiiYOfli~
P1ann' fthi" 2"
fng I vi:~iRlI'lWIHG IS NOT TO SCALE
A' IF BAR IS NOT 2" LONG
DWG NO
D12
DATI May 21, 2012 SHEET NO
CLIENT: REN
$IG NU' 110-093
REVISION BY REVIEW DATE FILENAME CTPW89-D-PLAN.DWG
FOUL LINE
BALL PARK
GRASS
I
6' CHAIN LINK FENCE ~ i"
3" WOOD RETAIN WALL, ~i
I'
I
I
I
EW-3WELL
BLDG
MONITOR
WELL, TYP.
~~""""""I"""""" ® CB #19298 TYPE I
RE: 43.97
IE OUT: 41.75 12"01 SE
®
3" WOOD
RETAINING WALL
CHAIN LINK
GUARD RAIL
P
.... HED.GEROW 15' HIGH
L_-r-~~8~" 7v2 IN NE/ CHEMJeAL MH #\,9174
~" PVC ouysw / Ry 44.48 / /
®
/ L .J
/ ASPHALT
10'
10'
CB #19299 -TYPE II
RE: 45.31
IE IN: 41.51 12"CMP NE
IE IN: 41.44 12"01 NW
IE OUT: 41.38 24"CONC SW
TOP STANDPIPE 12"CMP 43.07
BOTTOM STANDPIPE 41.58
S 24'00'04' W
CTR CHANNEL IE 38.21 LOCKED LID ':::o"'<r>--=:-;~=====-!( ---t-a-*'iT7-----+:-t--(2:;}---;"'i ""H--{.z.1I 1--------8" HDPE CHEM --T---'C..::~~==-~:=_'__.( )-_________ 8" HDPE CHEM --------"-c----8" nF'--.vnc", _ • HDPE CHEM -,~
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4 51
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,
.
CB #19176 TYPE I
RE: 44.31
IE OUT: 42.66 6"CONC SE
---
----._-.--.. --.. ... _L ___
I
..
"
,
2" STEEL GAS
DE-ACTIVATED
HOUSERWAYN
, I
,
..
0.50%
CT PLAN
H: 1" = 15' ,.
,
....
GRASS
TOP NUT
41.51
TOP NUT
42.51
CB #19322 72" TYPE II
RE: 45.62
IE IN: 41.50 24"CONC NW
IE OUT: 41.47 24"CONC NE
I~'
" _ i , . ,",,,-r,· ~ __ -..
--c---
-""',--
0
Z
W
ID
-' ~
Z
0
N
SSMH #19244
RE: 45.87
CHEMICAL MH #119240
RE: 45.55
6" PVC IN NW
8" PVC OUT S
TOP 10"MAIN
eTR CHANNEL IE 39.52
CHEMICAL MH #???
RE: ?? ?? ___ SURVEY INFO MISSING
LOCKED LID?? NEED IEs
.-----r------------_. -.-, . -r -(\,-_._----,
I . ; r"
,
._-
. "! "0.50% ....
'" (5
/ -0.50% ~ D '" w "0
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u "" N ~
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o ,
:c en W
WESTERN HALF OF [T PIPELINE
45 ~--------~--------------+_-------------------------------------~------~-----+------------------------------------------~~==~---~--------------~ 45 r-. ......~~... "
f .·· .. -c---,...+--,-------~----~-------_:_:_ ~ NTE: ADD BUI[ ING
-, /' SEWER TO PR FILE
~
----. .._--_ ....
1,-...,,-'1.1% 40 -~--------------------------_+----------------------_,-------"-------~------------+_--------__ --------------------·-~--,------4_---~H-~~----------~ 40
'l-------------~------------~I--------.--.. ----------------·~~~~~~~-----------.--_l-----------------------------------r~~-----+---rJI
l--=~------------+--------------------'--'-" -"--.c--"'I'i.50%~' ~~-------_l--------------------··------·-1· ~ 0.50% .. -;;;Sl 0.50% '" N U
t:t:----; ;; 8~ ~~
ffi -~ I-UI __ 35~-----fm~-----------~-------r-----------------------~---------------~-------------1---------------Z o~ ~R8~-~D~--------------:-35
...;-0 ::J -> co W
uJ z~ z~
Z WI-WI-0-, .. lDen lDen z~ ~~ ~~ ~~ -'-'c ~~~ ~~~
---I (") 5 ~ r-...: 0 <.1? ~ iSS ~.~ "_.... -... -,--.. _. ,,-_.--N:" ~ ~...--..
30 . -' 6 ~ ~. '. ' ~ <t 6:J ~ ~ 6:J 30 -r:-: ~i"""',....'--t-------+----t------+----t-I -----+------I-------+------J----+-+_ ,------1----------1-1 ----f-------<:c9ltirm----:c Cf)~*.!u+' --·-----1-1 ---1I----~I---5-Jt-O
250' g5 ~ ~ 3( 0' 4( 0' 500' £
. .
....
:cenw NTE:
1. ADD PHOTOS AND DETAILS.
EASTERN HALF OF [T PIPELINE 2. ADO NOTES/KEYNOTES.
3. AOD CONSTRUCTION AND STAGING LIMITS.
4. ADDRESS TEse REQUIREMENTS.
NOTE: WATER MAIN PROFILE SHOWN ALONG PIPE CENTERLINE.
HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE.
CT PROFILE
H: 1" = lS', V: 1/1 = 5'
5. ADDRESS RESTOR A TION REQUIREMENTS.
6. ADD SURVEY CONTROL AND NOTES.
7. UPDATE UTILITY LlNETYPES TO INCLUDE SIZE AND FUNCTION.
1.
NOTES / DETAILS
THE CONTRACTOR SHALL SEPARATE AND RETAIN THE TOP 24" OF TOP SOIL AND
MATERIAL FOR TRENCH RESTORATION. SEE TRENCH AND RESTORATION DETAILS
FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL RESTORE ALL
DISTURBED AREAS PER CITY PARKS DEPARTMENT STANDARDS AND
REQUIREMENTS.
CITY OF RENTON PARK DEPARTMENT IRRIGATION SYSTEM METER AND
BACKFLOW PREVENTION VALVE VAULT. CONTRACTOR SHALL COORDINATE WITH
PARKS DEPARTMENT TO LOCATE AND MINIMIZE DISTURBANCE TO IRRIGATION
SYSTEM. CONTRACTOR SHALL REPAIR AND RESTORE IRRIGATION SYSTEM TO
EXISTING OR BETTER CONDITION AND IN ACCORDANCE WITH PARKS DEPT.
REQUIREMENTS.
CONTRACTOR TO ROUTE POST-CT SAMPLE LINE WITHIN 3" PVC CONDUIT FROM
THE END OF THE CT PIPELINE TO THE PROPOSED CHLORINE RESIDUAL ANALYZER
WITHIN THE EW-3 WELL BUILDING. SAMPLE LINES TO BE 3/8" POLYETHYLENE (1/4"
10) TUBING AND SHALL BE CONTINUOUS IN LENGTH (WITH NO COUPLINGS) FROM
THE SAMPLE TAP THE TO WELL BUILDING. COORDINATION WITH THE CITY IS
NECESSARY REGARDING THE LOCATION OF THE ANALYZER, CORE DRILLING OF
THE FOUNDATION STEMWALLAND SAW CUTTING OF THE FLOOR AS NECESSARY
TO ROUTE CONDUIT INTO BUILDING, SEE DETAIL ON DWG NO. XXX FOR
ADDITIONAL INFORMATION. INSTALL CONDUIT WITH WITH LONG RADIUS SWEEPS,
SEAL BOTH ENDS WITH REMOVABLE CAP, AND PROVIDE SPARE PULL CORD FOR
FUTURE USE. (NTE: NEED TO ADDRESS CORE DRILLING OF FOUNDATION /
SAWCUTTING FLOOR AND RESTORATION, AS WELL AS ANALYZER INSTALLATION
DETAILS. GENERALIZE DETAIL FOR USE AT ALL SITES.)
EXTEND AIR VAC VENT LINES TO FENCELINE AND TERMINATE PER CITY
STANDARD DETAIL NO. xxxx
PIPE LEGEND o APPROX 13 LF of 10" DI RJ PIPE
@ APPROX 12 LF of 10" DI RJ PIPE
(j) APPROX 15 LF of 10" DI RJ PIPE
® APPROX 24 LF of 10" DI RJ PIPE
® APPROX 208 LF of 24" DI RJ PIPE
® APPROX 203 LF of 24" DI RJ PIPE
® APPROX 10 LF of 24" DI RJ PIPE
FITTING LEGEND
ill APPROX. STA. 0+89.5, 9.1' R, PROVIDE:
(1) -10" DI CONCAVE VERT 45' BEND (FLxFL)
(1) -10" DI ADAPTER (RJXFL)
CALLOUT ASSOCIATED WITH
,---WESTERN HALF OF PIPELINE?
CALLOUT ASSOCIATED WITH
,-----EASTERN HALF OF PIPELINE?
(1) -10".01 FLJI,NGE COUPLING ADAPTER, SEE CONNECTION DETAILS
ill APPROX. STA. 0+89.5, 12.3' R, PROVIDE:
(1) -10" 01 CONCAVE VERT 45' BEND (FLxFL)
(1) -10" 01 ADAPTER (RJxFL)
(1) -10" 01 FLANGE COUPLING ADAPTER, SEE CONNECTION DETAILS
® APPROX. STA. 1+02.7, 9.1' R, PROVIDE:
(1) -24" 01 45' BEND (RJxRJ)
® APPROX. STA. 1+01.3, 12.3' R, PROVIDE:
(1) -24" 0145' BEND (RJxRJ)
® APPROX. STA. 1+13.2, 19.6' R, PROVIDE:
(1) -24" DI45' BEND (RJxRJ)
(1) -10" DI RJ PIPE, LENGTH TO FIT
(1) -10" x 12" 01 REDUCER (RJxRJ)
(1) -12" x 24" 01 REDUCER (RJxRJ)
(1) -4?" 'AIR RELEASE & VACUUM VALVE ASSEMBLY
® APPROf. STA. 1+18.6, 29.6' R, PROVIDE:
(1) -24" DI45' BEND (RJxRJ)
(1) -10" PI RJ PIPE, LENGTH TO FIT
(1) -1 0" ~ 12" 01 REDUCER (RJxRJ)
(1) -12" X 24" 01 REDUCER (RJxRJ)
(1) -4?"~IR RELEASE & VACUUM VALVE ASSEMBLY
® APPRO~. STA. 3+21.5,19.7' R, PROVIDE:
(1) -24" ~ 24" 01 90' BEND (RJxRJ)
® APPROl STA. 3+21.5, 29.7' R, PROVIDE:
(1) -24" ~ 24" 01 90' BEND (RJxRJ)
i ® APPROf. STA. 0+82.7,12.3' R, PROVIDE:
(1) -CO~NECTION TO EXISTING 10" 01, SEE DWG NO. xxxx FOR DETAILS
CITY
W
..J -LL o a: c..
c z «
z
:3 c..
w z
-..J
RH2 ENGINEERING. INC.
h~tp; / /w'l.'w.rh2.corrl
mailbox@rh2.com 1.800.720_8052
BELLINGHAM 360.676.0836
454 West Horton ROCld
BOTHELL 425.951.5400
22722 29th Drive SE, Suite 210
EAST
WENATCHEE 509.886.2900
.300 Simon Street, Suite 5
RICHLAND 509.946.5181
114 Columbia Point Drive, Suite C
SILVERDALE 360.876.7960
2021 NW Mhyre Rd, Suite 107
TACOMA 253.272.3059 1. PLEA~E CONFIRM DEPTH AND SIZE OF EX. IRRIGATION LINE
AT VAULT .
2. PLEA~E CONFIRM DEPTH OF EX. 8" CHEM LINE WEST OF SSMH
#1924 4 .
City . • 621 Pucific Avenue Suite 104
p Or Rent
fanning Divis' on SCALE SHOWN
.' lon~
AUG 23 2012 0 1" 2"
DRAWING IS NOT TO SCALE
IF IfAR IS Nor 2" LOflG
PLOT: ., DWG NO.
ENGINEER KRS D20
REVIEWED: KMP
DAlE May 21, 2012
CLioN" REN
JDB NO.. 110-093
NO. REVISION BY REVIEW DATE FILENMIE CTEW3-0-PLAN.DWG