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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
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9
LF 6" DI
®
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SSMII
Ci S
TIj P€
27
7"R OCY I \- O
I fk-
9
LF 6" DI
®
1% MIN
y 6
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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<: