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LINE SEE SHEET C2.3
PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
I'I �
NOTES
1. SEE MECHANICAL PLANS FOR WATER SERVICE
I CONNECTION AT BUILDINGS.
2. SEE MECHANICAL PLANS FOR SIDE SEWER
I I CONNECTION TO BUILDINGS AND CLEANOUT
\ \\ ^ LOCATIONS.
PERVIOUS CONCRETE PERVIOUS CO RETE-
I o,
c;
SITE WALKWAYS (TYP) SIDEWALK
I
I
24 LF 4" DI @ 1% MIN
6'x6' WATER METER -
EASEMENT
I
2" WATER METER -�
F BT 7 AND -/-
HORIZONTAL CLEARANCE IE 376.32 J
REQUIREMENTS, SEE
NOTE 10. 2" WATER
USE L /
\0 0�E D �
n t p 4 --
� 366 G
- - ® R
(SEE NOTE
11
QA /QC REVIEWE v
�S
FT
BUILDING 1
(8 UNITS)
�/� SEE NOTE
IF 2, TYP
r=
r-
® 1% NN
I
\ IE 376.18
- 22 LF 6" DI
EX 12" SO
EX 10" WATER
EX 12" SS
IE 363.2±
1 DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 90101
T 206.223.0326
F 206 223.0125
www.evrdeeign.com
7"R OCY I \- O
I fk-
9
LF 6" DI
®
I
I
SSMII
Ci S
TIj P€
27
7"R OCY I \- O
I fk-
9
LF 6" DI
®
1% MIN
y 6
Ci S
TIj P€
27
LF 6" DI
1% MIN
27 LF 4" DI
28 LF
8" SO
SHRUB
N ® i ,1E ti37fJJ4 (SE)
-
r r'48'6MH TYPE 1
2 RIM= 376.-7-(MAT
-� IE (S,N) 369.6
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION.
I I T
l` I 4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ.
5. SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL INSTALL FINAL ASPHALT
RESTORATION OF ALL ROADWAY CUTS INCLUDING
TRENCHES FOR WATER SERVICE LINES AND WATER
METER INSTALLED BY CITY UTILITY MAINTENANCE
DEPARTMENT.
OWSPOUT DISCHA o,E 7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT
T23 SPOUT DISC Pp TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF
PIPES SHALL BE PROTECTED BY HAND PLACED
aSEE OTE 7. COBBLES.
C I
8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH
BASIN.
9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR
LIGHTING.
I112 10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO
BIOR ENTION, WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE
TYP I D1.3 D1.3 MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM
3 3' BELOW BOTTOM OF BIORETENTION SWALE AND 2'
I I D1.3 BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE
BETWEEN WATER OR SEWER LINES AND NEW
RIGHT -OF -WAY TREES.
11. ALL BIORETENTION FACILITIES AND RELATED
' I I CB TYP �f° APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY
,W EEHIVE G TE SHALL BE MAINTAINED BY RENTON HOUSING
AUTHORITY PER RESTRICTIVE COVENANTS RECORDED
o ' RIM 37.51 AF# ----------------
i IE 371.38 (N )
I 12. ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE
WATER TOLERANT. SEE LANDSCAPING SHEETS FOR
PLANTING PLANS.
CHL
I �I
I
j I
I I
F ♦SOWN
ccl�F ��p,_ 7 00
) V1 i
2 cHanl 3 21
- -- -- EX HYDRANT NE037 RETROFIT
WITH 5" QUICK CdNNECT`STORZ- ` "NS7
FITTINGS.
PERMIT CORRECTIONS
CITY OF RENTON
Approved by
Approved by: 1-94 -74w, /
Approved by : wV
BENCHMARK mw,NIF
XOIOROHbL w ,BO pW, F
PERMIT CORRECTIONS 9/30/1 oo,olFn AS NOTED QG >} CITY OF
PERMIT CORRECTIONS 10/23/13 RM RENTON
«:
iZ
O1p pB •* Planning /Building /Public Works Dept.
FWW. W
NO. REVISION BY DATE APPR =L`�'
N
10' 5' 0 10' 20'
LEGEND Scale In Feet
- - RIGHT OF WAY
- - - - - LIMITS OF WORK
TREE PROTECTION FENCING
D1.1
TREE PROTECTION 8
D1.1
STORM DRAIN LINE
(SSD) SLOTTED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM D43
❑® CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W /BEEHIVE GRATE
CATCH BASIN, TYPE 1
❑� W /SOLID LOCKING LID
❑ D
0 �
HB
AG
6m
N
D
Date: hp4-/S
Date: 1B /S
Date: 0 I
Date:
AND DOWNTURNED ELBOW
AREA DRAIN
STORM DRAIN MANHOLE
BURIED STORM DRAIN CLEANOUT
D1.2
SANITARY SEWER CLEANOUT
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION,
SEE MECHANICAL PLANS
HOSE BIB - ABOVE GROUND
WATER METER, SIZE PER PLAN
WATER VALVE
WATER FITTINGS WITH
CONCRETE BLOCKING
PIV, SEE NOTE 5
DDCVA
D1.4
INLET /OUTLET PROTECTION Q
D1.2 (n
2" DCVA Z
D7.4 O
W=3706011'r)
PLEASE CALL 811 fr
3 Working Days w
BEFORE YOU DIG a
RHA KIRKLAND AVENUE 10/23/201
TOWNHOMES
RENTON, WA 98056 NgF„9 Nk
DRAINAGE AND JMM PLAN C2.1
lace o<:
" C
y 6
Ci S
TIj P€
z y
W / E%1V
E
\ z
0 )EJ116641 (W)
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION.
I I T
l` I 4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ.
5. SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL INSTALL FINAL ASPHALT
RESTORATION OF ALL ROADWAY CUTS INCLUDING
TRENCHES FOR WATER SERVICE LINES AND WATER
METER INSTALLED BY CITY UTILITY MAINTENANCE
DEPARTMENT.
OWSPOUT DISCHA o,E 7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT
T23 SPOUT DISC Pp TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF
PIPES SHALL BE PROTECTED BY HAND PLACED
aSEE OTE 7. COBBLES.
C I
8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH
BASIN.
9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR
LIGHTING.
I112 10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO
BIOR ENTION, WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE
TYP I D1.3 D1.3 MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM
3 3' BELOW BOTTOM OF BIORETENTION SWALE AND 2'
I I D1.3 BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE
BETWEEN WATER OR SEWER LINES AND NEW
RIGHT -OF -WAY TREES.
11. ALL BIORETENTION FACILITIES AND RELATED
' I I CB TYP �f° APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY
,W EEHIVE G TE SHALL BE MAINTAINED BY RENTON HOUSING
AUTHORITY PER RESTRICTIVE COVENANTS RECORDED
o ' RIM 37.51 AF# ----------------
i IE 371.38 (N )
I 12. ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE
WATER TOLERANT. SEE LANDSCAPING SHEETS FOR
PLANTING PLANS.
CHL
I �I
I
j I
I I
F ♦SOWN
ccl�F ��p,_ 7 00
) V1 i
2 cHanl 3 21
- -- -- EX HYDRANT NE037 RETROFIT
WITH 5" QUICK CdNNECT`STORZ- ` "NS7
FITTINGS.
PERMIT CORRECTIONS
CITY OF RENTON
Approved by
Approved by: 1-94 -74w, /
Approved by : wV
BENCHMARK mw,NIF
XOIOROHbL w ,BO pW, F
PERMIT CORRECTIONS 9/30/1 oo,olFn AS NOTED QG >} CITY OF
PERMIT CORRECTIONS 10/23/13 RM RENTON
«:
iZ
O1p pB •* Planning /Building /Public Works Dept.
FWW. W
NO. REVISION BY DATE APPR =L`�'
N
10' 5' 0 10' 20'
LEGEND Scale In Feet
- - RIGHT OF WAY
- - - - - LIMITS OF WORK
TREE PROTECTION FENCING
D1.1
TREE PROTECTION 8
D1.1
STORM DRAIN LINE
(SSD) SLOTTED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM D43
❑® CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W /BEEHIVE GRATE
CATCH BASIN, TYPE 1
❑� W /SOLID LOCKING LID
❑ D
0 �
HB
AG
6m
N
D
Date: hp4-/S
Date: 1B /S
Date: 0 I
Date:
AND DOWNTURNED ELBOW
AREA DRAIN
STORM DRAIN MANHOLE
BURIED STORM DRAIN CLEANOUT
D1.2
SANITARY SEWER CLEANOUT
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION,
SEE MECHANICAL PLANS
HOSE BIB - ABOVE GROUND
WATER METER, SIZE PER PLAN
WATER VALVE
WATER FITTINGS WITH
CONCRETE BLOCKING
PIV, SEE NOTE 5
DDCVA
D1.4
INLET /OUTLET PROTECTION Q
D1.2 (n
2" DCVA Z
D7.4 O
W=3706011'r)
PLEASE CALL 811 fr
3 Working Days w
BEFORE YOU DIG a
RHA KIRKLAND AVENUE 10/23/201
TOWNHOMES
RENTON, WA 98056 NgF„9 Nk
DRAINAGE AND JMM PLAN C2.1
lace o<:
CHL
I �I
I
j I
I I
F ♦SOWN
ccl�F ��p,_ 7 00
) V1 i
2 cHanl 3 21
- -- -- EX HYDRANT NE037 RETROFIT
WITH 5" QUICK CdNNECT`STORZ- ` "NS7
FITTINGS.
PERMIT CORRECTIONS
CITY OF RENTON
Approved by
Approved by: 1-94 -74w, /
Approved by : wV
BENCHMARK mw,NIF
XOIOROHbL w ,BO pW, F
PERMIT CORRECTIONS 9/30/1 oo,olFn AS NOTED QG >} CITY OF
PERMIT CORRECTIONS 10/23/13 RM RENTON
«:
iZ
O1p pB •* Planning /Building /Public Works Dept.
FWW. W
NO. REVISION BY DATE APPR =L`�'
N
10' 5' 0 10' 20'
LEGEND Scale In Feet
- - RIGHT OF WAY
- - - - - LIMITS OF WORK
TREE PROTECTION FENCING
D1.1
TREE PROTECTION 8
D1.1
STORM DRAIN LINE
(SSD) SLOTTED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM D43
❑® CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W /BEEHIVE GRATE
CATCH BASIN, TYPE 1
❑� W /SOLID LOCKING LID
❑ D
0 �
HB
AG
6m
N
D
Date: hp4-/S
Date: 1B /S
Date: 0 I
Date:
AND DOWNTURNED ELBOW
AREA DRAIN
STORM DRAIN MANHOLE
BURIED STORM DRAIN CLEANOUT
D1.2
SANITARY SEWER CLEANOUT
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION,
SEE MECHANICAL PLANS
HOSE BIB - ABOVE GROUND
WATER METER, SIZE PER PLAN
WATER VALVE
WATER FITTINGS WITH
CONCRETE BLOCKING
PIV, SEE NOTE 5
DDCVA
D1.4
INLET /OUTLET PROTECTION Q
D1.2 (n
2" DCVA Z
D7.4 O
W=3706011'r)
PLEASE CALL 811 fr
3 Working Days w
BEFORE YOU DIG a
RHA KIRKLAND AVENUE 10/23/201
TOWNHOMES
RENTON, WA 98056 NgF„9 Nk
DRAINAGE AND JMM PLAN C2.1
lace o<:
F ♦SOWN
ccl�F ��p,_ 7 00
) V1 i
2 cHanl 3 21
- -- -- EX HYDRANT NE037 RETROFIT
WITH 5" QUICK CdNNECT`STORZ- ` "NS7
FITTINGS.
PERMIT CORRECTIONS
CITY OF RENTON
Approved by
Approved by: 1-94 -74w, /
Approved by : wV
BENCHMARK mw,NIF
XOIOROHbL w ,BO pW, F
PERMIT CORRECTIONS 9/30/1 oo,olFn AS NOTED QG >} CITY OF
PERMIT CORRECTIONS 10/23/13 RM RENTON
«:
iZ
O1p pB •* Planning /Building /Public Works Dept.
FWW. W
NO. REVISION BY DATE APPR =L`�'
N
10' 5' 0 10' 20'
LEGEND Scale In Feet
- - RIGHT OF WAY
- - - - - LIMITS OF WORK
TREE PROTECTION FENCING
D1.1
TREE PROTECTION 8
D1.1
STORM DRAIN LINE
(SSD) SLOTTED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM D43
❑® CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W /BEEHIVE GRATE
CATCH BASIN, TYPE 1
❑� W /SOLID LOCKING LID
❑ D
0 �
HB
AG
6m
N
D
Date: hp4-/S
Date: 1B /S
Date: 0 I
Date:
AND DOWNTURNED ELBOW
AREA DRAIN
STORM DRAIN MANHOLE
BURIED STORM DRAIN CLEANOUT
D1.2
SANITARY SEWER CLEANOUT
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION,
SEE MECHANICAL PLANS
HOSE BIB - ABOVE GROUND
WATER METER, SIZE PER PLAN
WATER VALVE
WATER FITTINGS WITH
CONCRETE BLOCKING
PIV, SEE NOTE 5
DDCVA
D1.4
INLET /OUTLET PROTECTION Q
D1.2 (n
2" DCVA Z
D7.4 O
W=3706011'r)
PLEASE CALL 811 fr
3 Working Days w
BEFORE YOU DIG a
RHA KIRKLAND AVENUE 10/23/201
TOWNHOMES
RENTON, WA 98056 NgF„9 Nk
DRAINAGE AND JMM PLAN C2.1
lace o<:
- -- -- EX HYDRANT NE037 RETROFIT
WITH 5" QUICK CdNNECT`STORZ- ` "NS7
FITTINGS.
PERMIT CORRECTIONS
CITY OF RENTON
Approved by
Approved by: 1-94 -74w, /
Approved by : wV
BENCHMARK mw,NIF
XOIOROHbL w ,BO pW, F
PERMIT CORRECTIONS 9/30/1 oo,olFn AS NOTED QG >} CITY OF
PERMIT CORRECTIONS 10/23/13 RM RENTON
«:
iZ
O1p pB •* Planning /Building /Public Works Dept.
FWW. W
NO. REVISION BY DATE APPR =L`�'
N
10' 5' 0 10' 20'
LEGEND Scale In Feet
- - RIGHT OF WAY
- - - - - LIMITS OF WORK
TREE PROTECTION FENCING
D1.1
TREE PROTECTION 8
D1.1
STORM DRAIN LINE
(SSD) SLOTTED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM D43
❑® CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W /BEEHIVE GRATE
CATCH BASIN, TYPE 1
❑� W /SOLID LOCKING LID
❑ D
0 �
HB
AG
6m
N
D
Date: hp4-/S
Date: 1B /S
Date: 0 I
Date:
AND DOWNTURNED ELBOW
AREA DRAIN
STORM DRAIN MANHOLE
BURIED STORM DRAIN CLEANOUT
D1.2
SANITARY SEWER CLEANOUT
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION,
SEE MECHANICAL PLANS
HOSE BIB - ABOVE GROUND
WATER METER, SIZE PER PLAN
WATER VALVE
WATER FITTINGS WITH
CONCRETE BLOCKING
PIV, SEE NOTE 5
DDCVA
D1.4
INLET /OUTLET PROTECTION Q
D1.2 (n
2" DCVA Z
D7.4 O
W=3706011'r)
PLEASE CALL 811 fr
3 Working Days w
BEFORE YOU DIG a
RHA KIRKLAND AVENUE 10/23/201
TOWNHOMES
RENTON, WA 98056 NgF„9 Nk
DRAINAGE AND JMM PLAN C2.1
lace o<:
0
s
o ryl
ee
o�
O V
,e
h
0
h �
6„
IE 379:9
J
IE 3 .63`.-
r
6" DI
CONC
z
SD PERVIOUS
8.
DISCHARGE FOOTING DRAINS TO NEAREST CATCH
2% MIN
SIDEWALKS
o
' EX' 011
as
WATER Y
•' ,
?
•
CONNECT
EXISTING
33> 'F 6 "'
0 27 MII
6„
IE 379:9
J
IE 3 .63`.-
r
6" DI
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
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
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
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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
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RHA KIRKLAND AVENUE 10/23/20
TOWNHOMES °•°°
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DRAINAGE AND UMM PLAN C2.2
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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,
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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:
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11
FACILITIES
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AUTHORITY PER RESTRICTIVE COVENANTS RECORDED
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Approved by:
DatIl
12.
ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE
WATER TOLERANT. SEE LANDSCAPING SHEETS FOR
PLANTING PLANS.
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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
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3 Working Days w
BEFORE YOU DIG a
RHA KIRKLAND AVENUE 10/23/20
TOWNHOMES °•°°
RENTON, WA 98056
DRAINAGE AND UMM PLAN C2.2
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1. SEE MECHANICAL PLANS FOR WATER SERVICE 8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH � �� ��' � '� ���'- -- �� I '�- � v �;' N
CONNECTION AT BUILDINGS. BASIN. i��
2. SEE MECHANICAL PLANS FOR SIDE SEWER 9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR I \ � �� 8
CONNECTION TO BUILDINGS AND CLEANOUT LIGHTING. j F % I
LOCATIONS.
10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO I 7 ' I o' s' o lo' zo'
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE I SCSI@ In Feet
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION. MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM
3' BELOW BOTTOM OF BIORETENTION SWALE AND 2' LEGEND
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ.
BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE
BETWEEN WATER OR SEWER LINES AND NEW T - - RIGHT OF WAY
5. SUBMIT PROPOSED PIV LOCATIONS TO CDR FIRE V
RIGHT -OF -WAY TREES. � % � � I
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. LIMITS OF WORK
CTOR�S#T LL INSTALL FIN ASPHALT 11. ALL BIORETENTION FACILITIES AND RELATED
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RESTORATION OF AL ADWAY CUT DING 1 � 1 PPURTE A CErjN;D T E STREET RIGHT -OF -WAY ;, -" Dl.l
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1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 206.223.0326
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7/11/1 gEl
09/30/1
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10/23/13 ra
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BY DATE APPR �FEOffa
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RENTON
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F NOf OlE P161
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PLEASE CALL 811
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BEFORE YOU DIG
RHA KIRKLAND AVENUE 10/23/201,
TOW NHOMES
RENTON, WA 98056„
DRAINAGE AND unLmr PLAN C2.3
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