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LOW POINT ELEV = 245.46
LOW POINT STA = 60 -1 00
PVI STA = F0 +12.50
PVI ELEV = 245.46
A.D. = 3.00
K = 8.33
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I L�J I m
LOW POINT ELEV = 245.46
LOW POINT STA = 60 -1 00
PVI STA = F0 +12.50
PVI ELEV = 245.46
A.D. = 3.00
K = 8.33
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5. ALL JOINTS SHALL. BE GROUTED
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STEPS SHALI. BE INCLUDED
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WITH A HIGH SOLIDS URETHANE COATING.
LID
CONCRETE RISER BY PIPE IN-
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OR APPROVED EQUAL
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7. RUPBER GASKF?TED JOINTS SHALL LSE IN CONFORMANCE
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WITH ASTM C 443
�l
I L�J I m
LOW POINT ELEV = 245.46
LOW POINT STA = 60 -1 00
PVI STA = F0 +12.50
PVI ELEV = 245.46
A.D. = 3.00
K = 8.33
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24(1
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2. STEP: ARE TO BE IN PL.AcE BFFoRE MANFIJLE SECTIONS
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LOW POINT ELEV = 245.46
LOW POINT STA = 60 -1 00
PVI STA = F0 +12.50
PVI ELEV = 245.46
A.D. = 3.00
K = 8.33
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250
240
MAN1101 E FRAME AND COVER
230
NOTES.
C9 Ir
ADJUSTMENT (4" MIN)
I STEPS TO BE 3/4' 0 DEFORMI-it HAIR :,ALVANIZ,E;D SAFETY
'
-
CONE
2. STEP: ARE TO BE IN PL.AcE BFFoRE MANFIJLE SECTIONS
I
_J
RUBBER GASKETED JOINTS
3, CASTING TO BE PER DkAWINI, BR ,I
'1
s.
CONCRETE
5. ALL JOINTS SHALL. BE GROUTED
a
z
z
'.
STEPS SHALI. BE INCLUDED
SURFACES. INCLUDING CHANNELING COATED (SEALED)
Q
WITH A HIGH SOLIDS URETHANE COATING.
LID
CONCRETE RISER BY PIPE IN-
Q
W
OR APPROVED EQUAL
0
7. RUPBER GASKF?TED JOINTS SHALL LSE IN CONFORMANCE
W
WITH ASTM C 443
8- CHANNEL HEIGHT SHALL BE A MINIMUM 'aF 3/4 THE !NSIDE
I L�J I m
LOW POINT ELEV = 245.46
LOW POINT STA = 60 -1 00
PVI STA = F0 +12.50
PVI ELEV = 245.46
A.D. = 3.00
K = 8.33
O
+
c°o
2'I
f]C)
24(1
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oz
ow
O
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260
250
240
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HIGH POINT ELEV = 246.77
HIGH POINT STA = 604 (92.10
PVI STA = 60479,,-44
PVI ELEV = 241.4;"
AD. - -5.75
K = 1 '.38
4�.
10 0.00' VC A.D. = 2.75
K = 9.08
c0 014 Cs t pi ; ---i►
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I
'C' STA. 28 +07.25, 2.43' RT. 272.5 LF 10" D. I. - CL. 52
'G' STA. 60 +02.43, 7.00' RT.
I
1 - 10" TEE (M J)
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L
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w
w
1 - 10 G. V_ (M J) 'D' STA. 38 +31.67, 3.24' RT.
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-_ 1 - 10 PLUG (MJ) _- ._ -- _._..- • -_ -_ -- _._.. ._�------ _.- �____.._----- - -__._ _________� -- -- _ - - - - -- ---- --�,G, STA. 62 +74.92, 11.51' RT. -
2 -- BLOCKS 1 - 10 "x6" TEE (FL)
z
1 - 6" G.V. (FLxMJ) w ui
1 - 5-1/4- M.V.O. F.H. ASSY. �z
1 - 10" TEE (FL) + _,
. _ -. - - _ -- _r. -.__. _ _- - __ -_.- - _._... __. __._ -_ -- - - _-- •- _ -..._ _ -. r_._______._________._----- ___.__r_____.- .____-- __ - -_r ? 1 -- 10 UNIV. FLG. ADAPTER -, -- •_ . .__. __ C14 <
1 -- 10 "x4" REDUCER (FL) x
1 4 G.V. (FLxMJ)1 z
10" G.V. (FLxMJ)
C`J cdl CJI N I
2 -- BLOCKS
60 +00 614 00 62 +00
PROFILE - ALIGNMENT 'G'
SCALE: 1 " = 20' (H.), 1 " = 5' (V.)
243.98
246.60
243.98
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PROFILE - ALIGNMENT 'J'
SCALE: 1 " 20' (H.), 1" 5' (V.)
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PROPOSED GROUND
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- 4 x 2 1, 2 I1RE DEPARTMENT DOUBLE I'UNNE1'lIUN
FOR STAND PIPE wrrH BREAKARLE CAST IRON HOSE
ONE EACH SIDE CAPS EQUAL TO GRINNEL FIG 1M2 WITH HOSE
PRECAST CONCRi7rE VAULT WrrH 2 - 3'x 3' CAPS FIG 1331
HINGED STEEL PLATE COVERS
D]MF.NSI4)NS 5'. -0- x 9 -0- x 7' -2- 4' PIPE FL x FI.
UTILITY" VAULT CO 4484 -W OR EQU 7' -0' TANG— FL EQUAL TOEMUELLER CO A-21500-6 WTTH BALI
THE BY -PASS ASSEMBLY SHALL BE DRIP VALVE AT BOTTOM
INCLI'DED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY - - � INSTALL EPDXY NOW- SHRINK ;ROUST (TYP 1
`��� �. .. ,�y, ,,,.. F.4 •. 4" PIPE. FL x Ft. 3'0- LANG
• 1 i / 4- SHORT RADIUS 90• BEND FL
4• FL x P.E D.1 PIPE *Fml ;yam
COLLAR 18' FROM P E * f. 4
3' -4' LONG
12' ALL AROUND
r� •�;
.,..j .t DEADMAN BLOCK
REQUIREn
CONCRETE BLOCKINO , �s ~~ 4- x4'x4- TEE FL
ALL DETECTOR DOUBLE CHECK VALVF" ASSEMBLIES SHALL INrLLW - ----/
RSSILIENT SEATED SHIYTOFF VALVES AND TEST cACf`,S. AND AFPHOV'ED 4 GATE ' VALVE NJ K FL WITH INDp'ATOR POST
CR05;- CONNElf10N CONTROL ASSEMBLIES PER DSH.S LATEST APPROVED LIST INDICATOP POST VAIV'E SAME. SIZE AS DOUBLE
DOUBLE -HECK VALVE ASSEMBLY W- L.UDES TWO RESILIENT SEATED SHUTOFF VAL%*,,; \ CHECK VALVE IMITLLER CO nR EQUAL)
4'- FL NGTI) COUPLIN , AnAPTE14
EQUAL TO ROMA,-
4- MI TILE IRON 'LASS 52 PIPE.
CEMFNT LINED. LENGTH TO FIT
I. LOCATE VAULT IN PLANTING, AREA NOT IN PAVING
•� 2. 4' AND LARGER BENDS AND TEFS TO BE CAST
♦ PIPE FL I IRON CEMENT UNF.11
�w I 3• TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
VALVLS AT THE TIMF "1F' INSTALLATION TO TENTER
THE PIPE IN VAi"i.T OPENIN,: AFTER COMPLETE
INSTALLATION REM,,VF. THE -EMPORARY 3V FORT
AND INSTALL CONCRFTL F11PPORT PAD SIR
ADJUSTABLE PIPF. SUPPORT
11'• -� >• , 4" DDCV ASSEMBLY
4 SMALL GALVANIZED LADDER FOR ACCESS.
T t / ` S LESSER FWD INSTALLATICN MAIN DIX VA AND 4 STANDPIPE M, 2 2 -1/2- NOZZLE
I IRY -PASS XVA MIST BE TE:'TF.D QAT1SFACTORIT.1
YO' BEND R BY A DEPT OF HEALTH rER11FWD RACKFLOw CROSS CONNECf10N BACKFLOM
49SEMP11 TESTER TEFT REPORT TO BE SURMF' ^'F'D
;? TO CITY ! +E RENTON WATER '.'TILITY ENGINEER w; PROTECTION ASSEMBLY
e "R DRAIN TO GALVANIZEn :9 M, DEPT PRIOR TO ACT:V'ATIoN OF NT'W SANE ADOPTED
DA 'NT OR STORM T LADDER 1!- INSTALL BRASS PLtTCS AT ALL TES 1 '= x K�
DRA.A It! I. WITH �'` r1 ' " a CITY OF RE1VT(N1
CATCH PA,"IN OP. MANW_.E - -- • S'T'ANDARD PLANS
COMPACTED FOUNDATION GRAVEL
LST DATE 12,96
END _v1F1w ! sllrTr -1>r aw f�► ,
3 " rG FAR6l` TF Il ANI r:MEh: wtca r, A•:
T' -- - -- R' vl I -- DWG NAME- @RSfiA SP PAGE. 80981
ROLL 202 FR199
MORTAR
FILL ET
PROFILE - ALIGNMENT 'K'
SCALE: 1 " = 20' (H . ), 1 " = 5' (V.)
12" MAX
e--"u
7' MIN
-
MAN1101 E FRAME AND COVER
230
NOTES.
- --
ADJUSTMENT (4" MIN)
I STEPS TO BE 3/4' 0 DEFORMI-it HAIR :,ALVANIZ,E;D SAFETY
'
-
CONE
2. STEP: ARE TO BE IN PL.AcE BFFoRE MANFIJLE SECTIONS
I
_J
RUBBER GASKETED JOINTS
3, CASTING TO BE PER DkAWINI, BR ,I
'1
s.
CONCRETE
5. ALL JOINTS SHALL. BE GROUTED
z
z
'.
STEPS SHALI. BE INCLUDED
SURFACES. INCLUDING CHANNELING COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING.
CONCRETE RISER BY PIPE IN-
Q
OR APPROVED EQUAL
0
7. RUPBER GASKF?TED JOINTS SHALL LSE IN CONFORMANCE
W
WITH ASTM C 443
8- CHANNEL HEIGHT SHALL BE A MINIMUM 'aF 3/4 THE !NSIDE
DIAMETER OF THE LARGEST FIEF:
--
MAX PIPE SIZE - 21" I D
9 CONNECTIONS TO MANHOLE SHALL BE MADE USING GFK
C
(2
ADAPTER, KOR- N - SEAL BOOTS OR APPROVED EQUAL
t_ .'
LADDER- STV ALITMINIIM
C,
W
OR GALVANIZED STEEL
CONCRETE SHELF
NOTE: A "FALL RESTRAINT" DEVICE IS
I
REQUIRED ON ALL MANHOLES GREATER
PRE '''AST BASE `ErTioN
THAN 20 FEET IN DEPTH. TYPE
LL
OR CAST IN SHELF
L7"
,i,
90+ uo
t Z
rn
N
HIGH POINT ELEV = 246.77
HIGH POINT STA = 604 (92.10
PVI STA = 60479,,-44
PVI ELEV = 241.4;"
AD. - -5.75
K = 1 '.38
4�.
10 0.00' VC A.D. = 2.75
K = 9.08
c0 014 Cs t pi ; ---i►
d- r- I � N
- d
N UD AS -BUILT GROUND
c)
w I a) 0)
In V LIJ w V V > EXI' >TIN(7 GROUND
I�rI �`' �' °7 -- - - -w PROPOSED GROUND C"4 C.l
C J
t- w
! I - ' - -- u' Q> (A
IJ 1 _ �' - --� > m j
- - - - ' --- as w
r.. .,may . - _ 1 -•--- _
r
1" A.R.V. ASSY. -
I
'C' STA. 28 +07.25, 2.43' RT. 272.5 LF 10" D. I. - CL. 52
'G' STA. 60 +02.43, 7.00' RT.
I
1 - 10" TEE (M J)
"
L
N
�i-
N
w
w
1 - 10 G. V_ (M J) 'D' STA. 38 +31.67, 3.24' RT.
" -- Y
-_ 1 - 10 PLUG (MJ) _- ._ -- _._..- • -_ -_ -- _._.. ._�------ _.- �____.._----- - -__._ _________� -- -- _ - - - - -- ---- --�,G, STA. 62 +74.92, 11.51' RT. -
2 -- BLOCKS 1 - 10 "x6" TEE (FL)
z
1 - 6" G.V. (FLxMJ) w ui
1 - 5-1/4- M.V.O. F.H. ASSY. �z
1 - 10" TEE (FL) + _,
. _ -. - - _ -- _r. -.__. _ _- - __ -_.- - _._... __. __._ -_ -- - - _-- •- _ -..._ _ -. r_._______._________._----- ___.__r_____.- .____-- __ - -_r ? 1 -- 10 UNIV. FLG. ADAPTER -, -- •_ . .__. __ C14 <
1 -- 10 "x4" REDUCER (FL) x
1 4 G.V. (FLxMJ)1 z
10" G.V. (FLxMJ)
C`J cdl CJI N I
2 -- BLOCKS
60 +00 614 00 62 +00
PROFILE - ALIGNMENT 'G'
SCALE: 1 " = 20' (H.), 1 " = 5' (V.)
243.98
246.60
243.98
' I
I
I
• 1 I ,
a7
U-) I Lri co
' � N
EXI `TINC tYRC)I IN0 I
� I
PROPOSED GROUND
5, •
2 917. j
1 I
•
I
cD ct ' 0
N;
91400
PROFILE - ALIGNMENT 'J'
SCALE: 1 " 20' (H.), 1" 5' (V.)
`MJ
oz
w
cci �
0Z
+ J
Q
FX-
V) z
25x7 -- --- - -- - - - - - -r-
EXISTING GROUND
PROPOSED GROUND
25.00' VC '
I
z- - - -_— ---. -- _ _ - - -- - - -- - - - -- - -- -_
1 ,
25.00' VC
0; Liz n j to
T6 aJ
Id a Itt
c., r�I r•J, cJ
I
I
140 +00 141 -1-00
'Ca
o~
a
w
0
0
+ 0
tea. J
.,= X
Z
- 4 x 2 1, 2 I1RE DEPARTMENT DOUBLE I'UNNE1'lIUN
FOR STAND PIPE wrrH BREAKARLE CAST IRON HOSE
ONE EACH SIDE CAPS EQUAL TO GRINNEL FIG 1M2 WITH HOSE
PRECAST CONCRi7rE VAULT WrrH 2 - 3'x 3' CAPS FIG 1331
HINGED STEEL PLATE COVERS
D]MF.NSI4)NS 5'. -0- x 9 -0- x 7' -2- 4' PIPE FL x FI.
UTILITY" VAULT CO 4484 -W OR EQU 7' -0' TANG— FL EQUAL TOEMUELLER CO A-21500-6 WTTH BALI
THE BY -PASS ASSEMBLY SHALL BE DRIP VALVE AT BOTTOM
INCLI'DED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY - - � INSTALL EPDXY NOW- SHRINK ;ROUST (TYP 1
`��� �. .. ,�y, ,,,.. F.4 •. 4" PIPE. FL x Ft. 3'0- LANG
• 1 i / 4- SHORT RADIUS 90• BEND FL
4• FL x P.E D.1 PIPE *Fml ;yam
COLLAR 18' FROM P E * f. 4
3' -4' LONG
12' ALL AROUND
r� •�;
.,..j .t DEADMAN BLOCK
REQUIREn
CONCRETE BLOCKINO , �s ~~ 4- x4'x4- TEE FL
ALL DETECTOR DOUBLE CHECK VALVF" ASSEMBLIES SHALL INrLLW - ----/
RSSILIENT SEATED SHIYTOFF VALVES AND TEST cACf`,S. AND AFPHOV'ED 4 GATE ' VALVE NJ K FL WITH INDp'ATOR POST
CR05;- CONNElf10N CONTROL ASSEMBLIES PER DSH.S LATEST APPROVED LIST INDICATOP POST VAIV'E SAME. SIZE AS DOUBLE
DOUBLE -HECK VALVE ASSEMBLY W- L.UDES TWO RESILIENT SEATED SHUTOFF VAL%*,,; \ CHECK VALVE IMITLLER CO nR EQUAL)
4'- FL NGTI) COUPLIN , AnAPTE14
EQUAL TO ROMA,-
4- MI TILE IRON 'LASS 52 PIPE.
CEMFNT LINED. LENGTH TO FIT
I. LOCATE VAULT IN PLANTING, AREA NOT IN PAVING
•� 2. 4' AND LARGER BENDS AND TEFS TO BE CAST
♦ PIPE FL I IRON CEMENT UNF.11
�w I 3• TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
VALVLS AT THE TIMF "1F' INSTALLATION TO TENTER
THE PIPE IN VAi"i.T OPENIN,: AFTER COMPLETE
INSTALLATION REM,,VF. THE -EMPORARY 3V FORT
AND INSTALL CONCRFTL F11PPORT PAD SIR
ADJUSTABLE PIPF. SUPPORT
11'• -� >• , 4" DDCV ASSEMBLY
4 SMALL GALVANIZED LADDER FOR ACCESS.
T t / ` S LESSER FWD INSTALLATICN MAIN DIX VA AND 4 STANDPIPE M, 2 2 -1/2- NOZZLE
I IRY -PASS XVA MIST BE TE:'TF.D QAT1SFACTORIT.1
YO' BEND R BY A DEPT OF HEALTH rER11FWD RACKFLOw CROSS CONNECf10N BACKFLOM
49SEMP11 TESTER TEFT REPORT TO BE SURMF' ^'F'D
;? TO CITY ! +E RENTON WATER '.'TILITY ENGINEER w; PROTECTION ASSEMBLY
e "R DRAIN TO GALVANIZEn :9 M, DEPT PRIOR TO ACT:V'ATIoN OF NT'W SANE ADOPTED
DA 'NT OR STORM T LADDER 1!- INSTALL BRASS PLtTCS AT ALL TES 1 '= x K�
DRA.A It! I. WITH �'` r1 ' " a CITY OF RE1VT(N1
CATCH PA,"IN OP. MANW_.E - -- • S'T'ANDARD PLANS
COMPACTED FOUNDATION GRAVEL
LST DATE 12,96
END _v1F1w ! sllrTr -1>r aw f�► ,
3 " rG FAR6l` TF Il ANI r:MEh: wtca r, A•:
T' -- - -- R' vl I -- DWG NAME- @RSfiA SP PAGE. 80981
ROLL 202 FR199
MORTAR
FILL ET
PROFILE - ALIGNMENT 'K'
SCALE: 1 " = 20' (H . ), 1 " = 5' (V.)
12" MAX
e--"u
7' MIN
-
MAN1101 E FRAME AND COVER
SEE DRAWING DR29
NOTES.
- --
ADJUSTMENT (4" MIN)
I STEPS TO BE 3/4' 0 DEFORMI-it HAIR :,ALVANIZ,E;D SAFETY
STEPS OR EQUAL
-
CONE
2. STEP: ARE TO BE IN PL.AcE BFFoRE MANFIJLE SECTIONS
ARE IN``TALI -ED.
RUBBER GASKETED JOINTS
3, CASTING TO BE PER DkAWINI, BR ,I
IN ACCORDANCE WITH ASTM C -443 4 MANHOLE SECTIONS TO BE OF REINFORCED PRE -CAST
CONCRETE
5. ALL JOINTS SHALL. BE GROUTED
STEPS -- 3;'4" DEFORMED BAR
6. SANITARY SEWF,R MANHOLES SHAT•:, HAVE ALL INTERIOR
STEPS SHALI. BE INCLUDED
SURFACES. INCLUDING CHANNELING COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING.
CONCRETE RISER BY PIPE IN-
WASSER MC'-- CONSEAL OR APPROVED EQUAL.
OR APPROVED EQUAL
COLOR OF COATING SHALI, F3E wH,TE.
7. RUPBER GASKF?TED JOINTS SHALL LSE IN CONFORMANCE
WITH ASTM C 443
8- CHANNEL HEIGHT SHALL BE A MINIMUM 'aF 3/4 THE !NSIDE
DIAMETER OF THE LARGEST FIEF:
MAX PIPE SIZE - 21" I D
9 CONNECTIONS TO MANHOLE SHALL BE MADE USING GFK
ADAPTER, KOR- N - SEAL BOOTS OR APPROVED EQUAL
LADDER- STV ALITMINIIM
OR GALVANIZED STEEL
CONCRETE SHELF
NOTE: A "FALL RESTRAINT" DEVICE IS
REQUIRED ON ALL MANHOLES GREATER
PRE '''AST BASE `ErTioN
THAN 20 FEET IN DEPTH. TYPE
OR CAST IN SHELF
-i �__- `= L► �''' j�- "SURETRACK" LADDER CLIMBING SYSTEM
_. _� .T.,.. OR APPROVED EQUAL.
fi� MIN .._ • .►. , ► ..
.� �_
i ---I I-
6' MIN {TYV')
SANITAF�� IV1�INIIUL� 'I'1 "1'Ic'AL UKT�IIL SANITARY MANHOLE TYPICAL DETAIL
—__. _ -... _ ._ _ . _. . _ -.- _. - ADOPTED
NOT TO SCALE
CITY OF RENTON
i
STANDARD PLANS
_ LST DATE 12'96
10117 96 FDITED TIM DCV AG
9S ADDED NOTE, EDIT TEXT pCV AG
Herr ar�lclnu a. evro DWG- NAME- BR28 SP PAGE: BO?1
5- 29932�f
AS -BUILT SET
UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. RECOMMENDED
ACTUAL LOCATION MAY VARY. FOR APPROVAL
I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT BY
COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING
CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS BY
DETERMINED ME RR NDER MY DIRECT SUPERVISION ON THIS BY
DATE: _�2 l9. Ac
DALEY - MORROW- POBLETE, INC.
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
PHONE' (253) 333 -2200; FAX: (253) 333 -2206
CT /
MFG 3 �� ENGINEERING - SURVEYING
�S��Nq L �Nrv� L� LAND PLANNING
I EXPIinCOrPA -,r GfLA>lrcl
RES 9 ,)AN
2006
STAMP NOT VALID UNLESS SGINED DATED
tt;ANNEo MAY 0 12006 '`�a ,.2s9 3;25 < s 2ss3 2 o
r