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2 ",�YA\ SERVICE
6'X6' WATER o 6
1
E EASEM o
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�_10 "k6" T P G TE� \
(MJxFL) N \ PJ
6" SV (FLx ) YDR NT 2 F G
�\ CONCPE E B C \ sASSEME L R\
NOTES �� �
F 6 \
1. SEE MECHANICAL PLANS FOR WATER SERVICE
CONNECTION AT BUILDINGS.
2. SEE MECHANICAL PLANS FOR SIDE SEWER X
CONNECTION TO BUILDINGS AND CLEANOUT HB
\ " \ \
LOCATIONS. A \ g6 AF�p AG
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION.
6'IRE LINE � \
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ. AND.6" DDCVA \ PO
VAULT PER
5. SUBMIT PROPOSED PIV LOCATIONS TO CDR FIRE CI F RENTON
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. (STAND PLAN
6. CONTRACTOR SHALL INSTALL FINAL ASPHALT 360.4). SEE
RESTORATION OF ALL ROADWAY CUTS INCLUDING C11 on _
TRENCHES FOR WATER SERVICE LINES AND WATER -01 ?�
METER INSTALLED BY CITY UTILITY MAINTENANCE G1.2 AND G -
DEPARTMENT.
7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT 1 2 3 IORETENTION, s N
TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF D1.3 D1.3 D1.3 P
PIPES SHALL BE PROTECTED BY HAND PLACED \
COBBLES.
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6'X6' WATER
METER EASEMENT
\ CB TYPE 1 E 6" ONCV)
\ W /BEEHIVV� GRATE
RIM 37§ 84
IE 374/.54
m e n
19 LF 12
SD PERVIOUS
8.
DISCHARGE FOOTING DRAINS TO NEAREST CATCH
2% MIN
SIDEWALKS
BASIN.
��
•' ,
?
•
CONNECT
EXISTING
TO \ NWALKWAYS
o,
MANHOLE \ R,q /, 4 3
I
10.
MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO
WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE
MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM
3' BELOW BOTTOM OF BIORETENTION SWALE AND 2'
CPIYOF NTON
BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE
BETWEEN WATER OR SEWER LINES AND NEW
Approved by:
Date:
RIGHT -OF -WAY TREES.
(4 UNITS)
Approved by:
�.I
L?� Date:
11
FACILITIES
J
APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY
°
-
4
N
1.5" WATER METER
2 ",�YA\ SERVICE
6'X6' WATER o 6
1
E EASEM o
�: \V 0 v A SS ST R C'
\ NN f F
�_10 "k6" T P G TE� \
(MJxFL) N \ PJ
6" SV (FLx ) YDR NT 2 F G
�\ CONCPE E B C \ sASSEME L R\
NOTES �� �
F 6 \
1. SEE MECHANICAL PLANS FOR WATER SERVICE
CONNECTION AT BUILDINGS.
2. SEE MECHANICAL PLANS FOR SIDE SEWER X
CONNECTION TO BUILDINGS AND CLEANOUT HB
\ " \ \
LOCATIONS. A \ g6 AF�p AG
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION.
6'IRE LINE � \
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ. AND.6" DDCVA \ PO
VAULT PER
5. SUBMIT PROPOSED PIV LOCATIONS TO CDR FIRE CI F RENTON
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. (STAND PLAN
6. CONTRACTOR SHALL INSTALL FINAL ASPHALT 360.4). SEE
RESTORATION OF ALL ROADWAY CUTS INCLUDING C11 on _
TRENCHES FOR WATER SERVICE LINES AND WATER -01 ?�
METER INSTALLED BY CITY UTILITY MAINTENANCE G1.2 AND G -
DEPARTMENT.
7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT 1 2 3 IORETENTION, s N
TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF D1.3 D1.3 D1.3 P
PIPES SHALL BE PROTECTED BY HAND PLACED \
COBBLES.
? \oo
o
�
T
i
i
i
6'X6' WATER
METER EASEMENT
\ CB TYPE 1 E 6" ONCV)
\ W /BEEHIVV� GRATE
RIM 37§ 84
IE 374/.54
SITE
NO.
29 LF 6" PVC
27 LF 4� PVC
0
V LF 12" D0 2
LF 4"
MH TYPE 1 48" W /GRATED LID
RIM 378.46
8" IE IN 374.38 (NE)
BUILDING 2 12" IE IN 374.38 (E)
(6 UNITS) 12" IE OUT 374.28 (W)
2" WATER SERVICE
15" WATER METER
- ---- 77V7R17ri 11 --
7- 375.8
IE 6 "C(SW) =375.5
E 12' (Nj =373.3
_ IE 12 "PVC(NE) =373.3
V
IE 12 "C ?(S) =373.2
LJ } -- - - -- -- off
0
8 "W _ � C
A /L' -Al=�/
EX 12"
IE 365.
M MCI
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N
J Q
23 LF CB TYPE '
6" DI W /BEEHIVE GRATE
IE 377.30
'i.8377.45
IE 371.89
i I IE 377.49 NEW FIRE HYDRANT -
_ ASSEMBLY
110 LF 12" SD @ 2% MIN -
o -
EX 12" SD
EX 10" WATER
48" MH TYPE 1
RIM 378.17 (MATCH EX)
3 J IE (N,S) 371.4 (EX)
-22 ss
10"x6" TAPPING- TEE (MJ5kFL� -
6" �GV (FLxMJ�� �
CONCRETE BLOCK
j2X21 6" SSD OR
TOTAL 42 LF 6" SSD
@ 0%
P OUS CONCRETE
P G LOT (TYP)
3x14 LF " SSD OR
TOTAL 40 F 6" SSD
0%
BASIN TYPE 1
1.42
04
:NCY LEGEND
N
10' 20'
Scale In Feet
STRUCT RE - - RIGHT OF WAY
° CATCH ASIN TYPE
1 W/G ATED LID - - - - - LIMITS OF WORK
E 4
IM 82 TREE PROTECTION FENCING D51
TREE PROTECTION 8
D1.1
STORM DRAIN LINE
(SSD) SLOTTED STORM DRAIN LINE
- TRENCH INFILTRATION SYSTEM D43
CATCH BASIN, TYPE 1
Al
CATCH BASIN, TYPE 1
N W /BEEHIVE GRATE
C) CATCH BASIN, TYPE 1
W ❑� W /SOLID LOCKING LID
AND DOWNTURNED ELBOW
w AREA DRAIN
U) O STORM DRAIN MANHOLE
U-1 m BURIED STORM DRAIN CLEANOUT
w D1.2
U) O SANITARY SEWER CLEANOUT
o w
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_ CQ
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maw
F CORRECTIONS P7/11/11 BENCHMARK
F CORRECTIONS 09/30/11 AS NOTED xamaFrw "'a 1°°'�1p°' eB CITY OF
F CORRECTIONS 10/23/13 RM J2 RENTON
� a"E nw � DATUM
O1�B •Tr�w.wLe Planning /Building /Public Works Dept.
F E dE N]
REVISION BY DATE APPR � g"E �T
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION,
SEE MECHANICAL PLANS
HB HOSE BIB - ABOVE GROUND
AG
WATER METER, SIZE PER PLAN
N WATER VALVE U)
,C7. WATER FITTINGS WITH Z
T CONCRETE BLOCKING O_
® PIV, SEE NOTE 5 ~
DDCVA w
D7.4
INLET /OUTLET PROTECTION
6 D1.2 O
DcvA 2" DCVA V
D1.4
Wm370602 PLEASE CALL 811 �
3 Working Days w
BEFORE YOU DIG a
RHA KIRKLAND AVENUE 10/23/20
TOWNHOMES °•°°
RENTON, WA 98056
DRAINAGE AND UMM PLAN C2.2
sect a:
C'c, R- 3?OGIO
19 LF 12
SD PERVIOUS
8.
DISCHARGE FOOTING DRAINS TO NEAREST CATCH
2% MIN
SIDEWALKS
BASIN.
9.
SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR
CONNECT
EXISTING
TO \ NWALKWAYS
o,
MANHOLE \ R,q /, 4 3
LIGHTING.
10.
MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO
WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE
MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM
3' BELOW BOTTOM OF BIORETENTION SWALE AND 2'
CPIYOF NTON
BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE
BETWEEN WATER OR SEWER LINES AND NEW
Approved by:
Date:
RIGHT -OF -WAY TREES.
Approved by:
�.I
L?� Date:
11
FACILITIES
J
APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY
°
-
SHALL BE MAINTAINED BY RENTON HOUSING
roved b
Approved y:
Dai .
AUTHORITY PER RESTRICTIVE COVENANTS RECORDED
AF#
Approved by:
DatIl
12.
ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE
WATER TOLERANT. SEE LANDSCAPING SHEETS FOR
PLANTING PLANS.
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SEATTLE, WA 9 101
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QA /QC REVIEW
ww ..wde zgn.com
SITE
NO.
29 LF 6" PVC
27 LF 4� PVC
0
V LF 12" D0 2
LF 4"
MH TYPE 1 48" W /GRATED LID
RIM 378.46
8" IE IN 374.38 (NE)
BUILDING 2 12" IE IN 374.38 (E)
(6 UNITS) 12" IE OUT 374.28 (W)
2" WATER SERVICE
15" WATER METER
- ---- 77V7R17ri 11 --
7- 375.8
IE 6 "C(SW) =375.5
E 12' (Nj =373.3
_ IE 12 "PVC(NE) =373.3
V
IE 12 "C ?(S) =373.2
LJ } -- - - -- -- off
0
8 "W _ � C
A /L' -Al=�/
EX 12"
IE 365.
M MCI
I
I
� C
�o-
J
N
J Q
23 LF CB TYPE '
6" DI W /BEEHIVE GRATE
IE 377.30
'i.8377.45
IE 371.89
i I IE 377.49 NEW FIRE HYDRANT -
_ ASSEMBLY
110 LF 12" SD @ 2% MIN -
o -
EX 12" SD
EX 10" WATER
48" MH TYPE 1
RIM 378.17 (MATCH EX)
3 J IE (N,S) 371.4 (EX)
-22 ss
10"x6" TAPPING- TEE (MJ5kFL� -
6" �GV (FLxMJ�� �
CONCRETE BLOCK
j2X21 6" SSD OR
TOTAL 42 LF 6" SSD
@ 0%
P OUS CONCRETE
P G LOT (TYP)
3x14 LF " SSD OR
TOTAL 40 F 6" SSD
0%
BASIN TYPE 1
1.42
04
:NCY LEGEND
N
10' 20'
Scale In Feet
STRUCT RE - - RIGHT OF WAY
° CATCH ASIN TYPE
1 W/G ATED LID - - - - - LIMITS OF WORK
E 4
IM 82 TREE PROTECTION FENCING D51
TREE PROTECTION 8
D1.1
STORM DRAIN LINE
(SSD) SLOTTED STORM DRAIN LINE
- TRENCH INFILTRATION SYSTEM D43
CATCH BASIN, TYPE 1
Al
CATCH BASIN, TYPE 1
N W /BEEHIVE GRATE
C) CATCH BASIN, TYPE 1
W ❑� W /SOLID LOCKING LID
AND DOWNTURNED ELBOW
w AREA DRAIN
U) O STORM DRAIN MANHOLE
U-1 m BURIED STORM DRAIN CLEANOUT
w D1.2
U) O SANITARY SEWER CLEANOUT
o w
1� J
U
_ CQ
G
maw
F CORRECTIONS P7/11/11 BENCHMARK
F CORRECTIONS 09/30/11 AS NOTED xamaFrw "'a 1°°'�1p°' eB CITY OF
F CORRECTIONS 10/23/13 RM J2 RENTON
� a"E nw � DATUM
O1�B •Tr�w.wLe Planning /Building /Public Works Dept.
F E dE N]
REVISION BY DATE APPR � g"E �T
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION,
SEE MECHANICAL PLANS
HB HOSE BIB - ABOVE GROUND
AG
WATER METER, SIZE PER PLAN
N WATER VALVE U)
,C7. WATER FITTINGS WITH Z
T CONCRETE BLOCKING O_
® PIV, SEE NOTE 5 ~
DDCVA w
D7.4
INLET /OUTLET PROTECTION
6 D1.2 O
DcvA 2" DCVA V
D1.4
Wm370602 PLEASE CALL 811 �
3 Working Days w
BEFORE YOU DIG a
RHA KIRKLAND AVENUE 10/23/20
TOWNHOMES °•°°
RENTON, WA 98056
DRAINAGE AND UMM PLAN C2.2
sect a:
C'c, R- 3?OGIO