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WATER 8c SEWER PLAN
FOR DO SHORT PLA T
LOCATED IN THE N. W. 114, OF THE S.E. 714, OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
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130' I
LOT 10 I !
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11+06 END AWN6 CIULVERT V v 0, O�J• 1 I I
0 lq1 ` C, 169.90 (PLAT)
710 4:111 1 �1 W}- 1 — _— __— _�.____ - -- - -_ S89'4Q'447170.04`(CALC'D) _".-' -- — — — — — — — — — — — - - - - — —
— I I
1 W� OD , I
W 10000 DE .,K
011 W NORTH "LINE OF THE SOUTH 80' 18/'46'44 $ 166.07'
10 +82 - -- SI - - - - - -- -- -- - T. — ._.,_.. _.. _._ ...�._ (CALC�j
70.86' � P4.22' -- - - - - --
10 75 DID, I I,
z T4 I
PROPOSED I
c� 10 0� CONC r� •
CL
o 1 ° . �: rte '+ FF,042.0 I I •.I
1 IL I 1 HOUSE I v I
C, �.► ; 1 1T= I 1716 DAMS AVE s EX WM FOR
\, -spa- c �G- \ ► F.F.— 152.51 �J I
M `, �'' =' y4 - j" ,2' SAVE 1 TOT 2
1 � \ V'
'--PROPOSED LOT 2 ,. , I
N �\ 4 CU I 6,975i SQ. r. h-cc
GTE: SEWER STJB MAY 4 PRIV BE REQUIRED TO BE REPLACED ao 1O 25 1 ATE /SEWER EASEM AT THE DISCRETION OF THE C ` 1 _ CONC. TOT or ARE,a - - - - -- - '- - -CITY OF FtENTON INSPECTOR 1— T 12.409-+ So. T COVERED 0i
1 w REPLA EXIST'N NEW 4 CONC. GRAVEL DR. 6 PVj SgWER - 21, M X 6 -- ----------- - - - - -a ,DTL 23, IE= 132.86 I 1 CIE= t�r3.�+4 T2 T3 - r---- -�___�
�I
10 +poi- _ �� ea.00 _- _ .� —,._ eo.11' . 001
41
St ENCHMARK X89'47'07'11♦ 145.15 CA1, ) ��r,' LH, FROM ASP- ILT 6
Co. 1 SET R. R. SPIKE IN U. P. p) i DINGS, N T SP D
EL. - I Y 39.39 U. S. FEET
� 1 �, e � LOT 12
CD 30' I I
W- I
1 ,1 1ti 1` r l HOUSE I
9 +26 BEGIN PAVING 1
r
RA 770 4:1 it vt/ �� / t►�' 449 I
LH, FROM AS -BUILT
DINGS, NOT SURVEYED
EXISTING FIRE HYDRANT APPROX 60' RIM 147.08'
v l SOUTH OF SW PROPERTY CORNER 9 +40 IE 139.2` I I
` I I
STA 4 +15 ON DWG W3142 I
1 I I
' r it
X
i
DOWNSTR SSMH 240' SE �' I
I I
I I�
I
RIM - 135.91 I
0 8" CONC. N. - ; 30.33 I
8' CONC. S. - 130.32
WA TER WER PLAN
■ . ■ wi�■�w ww�i�-�r.w�wwwA ww.�■■.■wrirw..�w
1" =20'
EXISTING STRUCTURES
11: SSMH
RIM - 13 7.6 7
8" CONC. N. —S.
CENTER CHANNEL - 132.87
12: SSMH
RIM - 138.73
8" CONC. N. —S.
CENTER CHANNEL — 131.88
13: CS TYP TYPE 1
RIM - 136.97
12" CONC. N. - 135.67
12" CONC. S. - 135.57
4' CONC. N.E. — 135.77
16: SSMH
RIM - 152.40
8" CONC. N. - 145.28
8" CONC. S. = 145.30
EXISTING CULVERTS
k 14: 12" ADS
I.E.— 136.36
15: 12" ADS
I.E.— 137.98
S. K R UeC,
wASyi �1P
Cramer Northwest Inc. 0�
cn CNW
r�
I ENGINEERS, SURVEYORS & PLANNERS `' °SK DOW F� LSK
36o4s��o ���:
4 N. CENTRAL, STE. #104, KENT, WA 98032 `s�pNA L a�acco-
(253)852 --4880 (local) or 1—(800)251-0189 (toll tree) x(253)852 -4955 (fax) _lt' 1 ASK
E -MAIL: cn[Ocromernw.com EXPIRES 11 26 2005 , NO REVISION BY DATE APPR �*
to
ROLL
2 0.
13 'x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC,
INC. BCF SERIES MSBCF 1324 -15 WITH 1.75~ THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID— STATES PLASTICS.
INC. MSCOC- 1324 —R WITH READER UD AND 1 -5/80 DRILLED
HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) ---,
am
P~
RECOMMENDED FOR APPROVAL
UTILITY CONFLICT NOTE
�,.-• IN UNIMPROVED RIGHT OF
6" SIDE SEWER AND BUILDING
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
BY:
DATE: Z
IMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
BLQCKM ANGLE
_TEE AT MAIN -OVER
25
L SURVEYING THE
PLANS RTAO
HORIZONTL
NOTE:
ELEVATION
AND VEfICL LOCATION PRIOR TO CONSTRUCTION.
BY:
DATE:
SHALL INCLUDE CALLING UTILITY LOCATE O 1- 800 -424 -5555 AND THEN
9" MIN
,2- MAX
SIDEWALK
POTHOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
3 -5' LOWER THAN
THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF
SIDE
SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
BY:
DATE:
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
p�
TOUCHREAD WATER
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
S
N 8
PRIOR TO PROCEEDING WITH CONSTRUCTION.
BY:
DATE:
WATER 8c SEWER PLAN
FOR DO SHORT PLA T
LOCATED IN THE N. W. 114, OF THE S.E. 714, OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WASHINGTON
f2 00
N
cn
i
16
I
I
1 I
1 r .7t9, �I
G 00
W
I
130' I
LOT 10 I !
r I
11+06 END AWN6 CIULVERT V v 0, O�J• 1 I I
0 lq1 ` C, 169.90 (PLAT)
710 4:111 1 �1 W}- 1 — _— __— _�.____ - -- - -_ S89'4Q'447170.04`(CALC'D) _".-' -- — — — — — — — — — — — - - - - — —
— I I
1 W� OD , I
W 10000 DE .,K
011 W NORTH "LINE OF THE SOUTH 80' 18/'46'44 $ 166.07'
10 +82 - -- SI - - - - - -- -- -- - T. — ._.,_.. _.. _._ ...�._ (CALC�j
70.86' � P4.22' -- - - - - --
10 75 DID, I I,
z T4 I
PROPOSED I
c� 10 0� CONC r� •
CL
o 1 ° . �: rte '+ FF,042.0 I I •.I
1 IL I 1 HOUSE I v I
C, �.► ; 1 1T= I 1716 DAMS AVE s EX WM FOR
\, -spa- c �G- \ ► F.F.— 152.51 �J I
M `, �'' =' y4 - j" ,2' SAVE 1 TOT 2
1 � \ V'
'--PROPOSED LOT 2 ,. , I
N �\ 4 CU I 6,975i SQ. r. h-cc
GTE: SEWER STJB MAY 4 PRIV BE REQUIRED TO BE REPLACED ao 1O 25 1 ATE /SEWER EASEM AT THE DISCRETION OF THE C ` 1 _ CONC. TOT or ARE,a - - - - -- - '- - -CITY OF FtENTON INSPECTOR 1— T 12.409-+ So. T COVERED 0i
1 w REPLA EXIST'N NEW 4 CONC. GRAVEL DR. 6 PVj SgWER - 21, M X 6 -- ----------- - - - - -a ,DTL 23, IE= 132.86 I 1 CIE= t�r3.�+4 T2 T3 - r---- -�___�
�I
10 +poi- _ �� ea.00 _- _ .� —,._ eo.11' . 001
41
St ENCHMARK X89'47'07'11♦ 145.15 CA1, ) ��r,' LH, FROM ASP- ILT 6
Co. 1 SET R. R. SPIKE IN U. P. p) i DINGS, N T SP D
EL. - I Y 39.39 U. S. FEET
� 1 �, e � LOT 12
CD 30' I I
W- I
1 ,1 1ti 1` r l HOUSE I
9 +26 BEGIN PAVING 1
r
RA 770 4:1 it vt/ �� / t►�' 449 I
LH, FROM AS -BUILT
DINGS, NOT SURVEYED
EXISTING FIRE HYDRANT APPROX 60' RIM 147.08'
v l SOUTH OF SW PROPERTY CORNER 9 +40 IE 139.2` I I
` I I
STA 4 +15 ON DWG W3142 I
1 I I
' r it
X
i
DOWNSTR SSMH 240' SE �' I
I I
I I�
I
RIM - 135.91 I
0 8" CONC. N. - ; 30.33 I
8' CONC. S. - 130.32
WA TER WER PLAN
■ . ■ wi�■�w ww�i�-�r.w�wwwA ww.�■■.■wrirw..�w
1" =20'
EXISTING STRUCTURES
11: SSMH
RIM - 13 7.6 7
8" CONC. N. —S.
CENTER CHANNEL - 132.87
12: SSMH
RIM - 138.73
8" CONC. N. —S.
CENTER CHANNEL — 131.88
13: CS TYP TYPE 1
RIM - 136.97
12" CONC. N. - 135.67
12" CONC. S. - 135.57
4' CONC. N.E. — 135.77
16: SSMH
RIM - 152.40
8" CONC. N. - 145.28
8" CONC. S. = 145.30
EXISTING CULVERTS
k 14: 12" ADS
I.E.— 136.36
15: 12" ADS
I.E.— 137.98
S. K R UeC,
wASyi �1P
Cramer Northwest Inc. 0�
cn CNW
r�
I ENGINEERS, SURVEYORS & PLANNERS `' °SK DOW F� LSK
36o4s��o ���:
4 N. CENTRAL, STE. #104, KENT, WA 98032 `s�pNA L a�acco-
(253)852 --4880 (local) or 1—(800)251-0189 (toll tree) x(253)852 -4955 (fax) _lt' 1 ASK
E -MAIL: cn[Ocromernw.com EXPIRES 11 26 2005 , NO REVISION BY DATE APPR �*
to
ROLL
2 0.
13 'x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC,
INC. BCF SERIES MSBCF 1324 -15 WITH 1.75~ THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID— STATES PLASTICS.
INC. MSCOC- 1324 —R WITH READER UD AND 1 -5/80 DRILLED
HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) ---,
am
P~
NEW DUCTILE
IRON
WATERMAIN
pamiZ
P~
IF SERVICE LINE TO HOUSE IS L3/40 OR 1-
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD 014-33 OR 44 FIDT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER w FORA
SERVItZ LINE TO METER. VSH72-15W-44-33G. OR MdDONALD 9RAS& 21- 215W00033„ OR
MUELLER: 3/"-2470-2 VAIN ANGLE MALL VALUE ON INLET AND
CORPORATION STOP. FORD TAPERED THREAD SINGLE CHECK VALVE ON OUTLET
GQEMZ= EM • bLIEL- FORD (CC). QUICK JOINT MCDONALD BRASS; 21 -41 W00044, OR 7YUELLEIt 14- 0- 2470 -2
(3/4- F1000 -3-G) OR AY MCDONALD 47010 BOTH INLET AND OUTLET WITH PACK JOINT WAIN alIPPER.
(1- F1000 -4-G) OR AY MCDONALD 47010 PADLOCK WANGS ON INLET ANGLE BALL VALUE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK -JOINT FTTTI U SMALL 0E WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL. K
CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
DRILL 1-5/8- DIA. HOLE FOR AMR
(AUTOMATIC METER READ) TOUCHREAD DEVICE
2-1/2" MON. FROM NEAREST
AND FRONT EDGE OF MT LID
B C"L NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1- FROM
UNDERNEATH RIDS UNLESS THE RIS SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
METER SERVICE
1
NTS
1:3:5 MIX
CONCRETE
BLOCKING
At
N
.is
GRAPHIC SCAT I " =z0'
20 0 20
NOTE: ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL.
S. 15M D / 471 IiEr11nIMC �a sr.
swvlt'M'w 871.61' (ACa)
3r.n' 41am. (CALC'r t 3P.)
PROPERTY LINE
0
I FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
nri
W
Z
• TEE WITH 6" SIDE OUTLET
m
OUTLET TEE
�,.-• IN UNIMPROVED RIGHT OF
6" SIDE SEWER AND BUILDING
SEWER W
�'" WAY INSTALL METER BOX AT
6" MIN.
CONCRETE
OF
BLQCKM ANGLE
_TEE AT MAIN -OVER
25
t~ PROPERTY LINE WITH 12'
NOTE:
ELEVATION
LONG COPPER TAILPIECE.
UNLESS
OTHERWISE SHOWN
9" MIN
,2- MAX
SIDEWALK
FINISH GRADE
3 -5' LOWER THAN
THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SIDE
SEWER
,. •.. •
'S•.,,
p�
TOUCHREAD WATER
3d' MIN COVER
S
N 8
METER TO BE w
qTY� BY THE 12
TYPE "K- SOFT
COPPER TUONG
22 -, /2'
NEW DUCTILE
IRON
WATERMAIN
pamiZ
P~
IF SERVICE LINE TO HOUSE IS L3/40 OR 1-
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD 014-33 OR 44 FIDT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER w FORA
SERVItZ LINE TO METER. VSH72-15W-44-33G. OR MdDONALD 9RAS& 21- 215W00033„ OR
MUELLER: 3/"-2470-2 VAIN ANGLE MALL VALUE ON INLET AND
CORPORATION STOP. FORD TAPERED THREAD SINGLE CHECK VALVE ON OUTLET
GQEMZ= EM • bLIEL- FORD (CC). QUICK JOINT MCDONALD BRASS; 21 -41 W00044, OR 7YUELLEIt 14- 0- 2470 -2
(3/4- F1000 -3-G) OR AY MCDONALD 47010 BOTH INLET AND OUTLET WITH PACK JOINT WAIN alIPPER.
(1- F1000 -4-G) OR AY MCDONALD 47010 PADLOCK WANGS ON INLET ANGLE BALL VALUE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK -JOINT FTTTI U SMALL 0E WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL. K
CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
DRILL 1-5/8- DIA. HOLE FOR AMR
(AUTOMATIC METER READ) TOUCHREAD DEVICE
2-1/2" MON. FROM NEAREST
AND FRONT EDGE OF MT LID
B C"L NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1- FROM
UNDERNEATH RIDS UNLESS THE RIS SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
METER SERVICE
1
NTS
1:3:5 MIX
CONCRETE
BLOCKING
At
N
.is
GRAPHIC SCAT I " =z0'
20 0 20
NOTE: ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL.
S. 15M D / 471 IiEr11nIMC �a sr.
swvlt'M'w 871.61' (ACa)
3r.n' 41am. (CALC'r t 3P.)
PROPERTY LINE
0
I FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
nri
W
Z
• TEE WITH 6" SIDE OUTLET
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
y
SITE
S. ISM ST
It
�y
.valor' � L4
ja0l,
M 015E R NION L11 NMOL
MEMW V / M
AIII>7lrftl0v 1131 71' (Cay)
CONTROL MAP
2 Do x 4 STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
G� 2% MIN SLOPE
m
OUTLET TEE
6" SIDE SEWER AND BUILDING
SEWER W
6" MIN.
CONCRETE
OF
BLQCKM ANGLE
_TEE AT MAIN -OVER
25
a
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
y
SITE
S. ISM ST
It
�y
.valor' � L4
ja0l,
M 015E R NION L11 NMOL
MEMW V / M
AIII>7lrftl0v 1131 71' (Cay)
CONTROL MAP
2 Do x 4 STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
G� 2% MIN SLOPE
1 "= 20'
AT n LL SCM Ir
F WT om "
WAS AOcommmf
�R3�s
NTS
v1"x.A.: woo
"Opu m- wio 194pip1
DATUM
& CITY OF
mu
0=01 REN TON
Planning /Building /Public Works Dept.
DO SHORT PLAT 009/05
FOR JAMES DO r4mam :
PW.
awM Ho-
WATER & SEWER PLAN
sue: OF!
3 4
cm).- Gi.32.✓ /oi C53two /' IAI—ININININIAIA
s
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1
a
4
I \_\- 6" SIDE
OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE
OF
BLQCKM ANGLE
_TEE AT MAIN -OVER
25
SEWER MAIN
TYPICAL SJD, E SEWER ELEVA11ON
NOTE:
ELEVATION
UNLESS
OTHERWISE SHOWN
ON PLAN, SIDE
SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR
3 -5' LOWER THAN
THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SIDE
SEWER
1 "= 20'
AT n LL SCM Ir
F WT om "
WAS AOcommmf
�R3�s
NTS
v1"x.A.: woo
"Opu m- wio 194pip1
DATUM
& CITY OF
mu
0=01 REN TON
Planning /Building /Public Works Dept.
DO SHORT PLAT 009/05
FOR JAMES DO r4mam :
PW.
awM Ho-
WATER & SEWER PLAN
sue: OF!
3 4
cm).- Gi.32.✓ /oi C53two /' IAI—ININININIAIA
s
C�
1
a
4