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HLINE 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.
NOTES
1. SEE MECHANICAL PLANS FOR WATER SERVICE
CONNECTION AT BUILDINGS.
2 SEE MECHANICAL PLANS FOR SIDE SEWER
� I
��T7J I
\PERVIOUS CONCRETE V A V A PERVIOUS 1CO REfE—\
"R
I
I
24LF4 "DI@ 1% MIN
6'x6' WATER METER—
EASEMENT
I 2" WATER METER----
k
J
F RT1 AND 1�
HORIZONTAL CLEARANCE IE 376.32
REQUIREMENTS, SEE
NOTE 10. 2" WATER —
_ ", icE?VIQE
81 LF
BUILDING 1
(8 UNITS)
I/7 SEE NOTE
2, TYP
e
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_5
_—
2% MIN
(SEE NOTE 3)L
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27 LF 4" DI
28 LF I
8" SD I
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3
OW SPOUT DISCI
Tb ORETENTION,
$EE OTE 7.
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BIORETENTION, 7
TYP D1
I \M
IE 376.18 _ —
- si PUB
Y
- ' 0.0.0.0.0
/B
�— -- — ITER N 2 J/� �� � 'TYP I
2 LF 6" DI
N z W /BEEHIVE ATE
1 = 6 �I S1 llE'3tg1 (W)
f\ lE_? 7074 (SE) I
N
EX 10" WATER 12' ,')Rk "c7t�(MATCAi R- -)
1' 2 ? � N
" 1 �- � — I IE (S,N) 369.6 (EX) � v
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(MA- 1O
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EX 12" SS
fZ11—NI�FIT A I "A i r--� A 1 1.
IE 363.2±
►60 DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE. WA 95101
T 206.223.0326
F 206.223.0125
www.evrdeeigu.c0m NO.
I
r CB
RIM 37.51'
IE 371.38
I
_;o
-- :,- - -___- _EX HYDRANT NE037. RETROFIT
WITH 5" QUICK COTTNECT-STII(tZ
- — FITTINGS — — —
REVISION
CONNECTION TO BUILDINGS AND CLEANOUT
LOCATIONS.
I
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION.
I
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ.
15. 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.
7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT
TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF
PIPES SHALL BE PROTECTED BY HAND PLACED
COBBLES.
8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH
BASIN.
9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR
LIGHTING.
10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO
z WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE
1.3 MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM
3' BELOW BOTTOM OF BIORETENTION SWALE AND 2'
BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE
BETWEEN WATER OR SEWER LINES AND NEW
RIGHT -OF -WAY TREES.
j 11. ALL BIORETENTION FACILITIES AND RELATED
APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY
L SHALL BE MAINTAINED BY RENTON HOUSING
E
AUTHORITY PER RESTRICTIVE COVENANTS RECORDED
AF# ----------------
12. ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE
_ WATER TOLERANT. SEE LANDSCAPING SHEETS FOR
PLANTING PLANS.
SSI.r RIPA 37 �'N
b (E) -362
F
CITY OF RENTON
Approved by
Approved by: /`�
Approved by QW / C4
— — - — — — I°Approved-by;_
�: SN9 ,E55
AS NOTED 101�0X1""� 1°8J�1BD1 ea _ CITY OF
RENTON
°HE Ntli DATUM
. *wu scrE Planning /Building /Public Works Dept.
SCNE.KKC�T
S- 3�
N
10' 5' 0 10' 20'
LEGEND Scale In Feet
- - RIGHT OF WAY
— — — — — LIMITS OF WORK
TREE PROTECTION FENCING 5
D1.1
TREE PROTECTION 8
D7.1
STORM DRAIN LINE
(SSD) SLOTTED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM 4
❑® CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W /BEEHIVE GRATE
CATCH BASIN, TYPE 1
D W /SOLID LOCKING LID
AND DOWNTURNED ELBOW
AREA DRAIN
OSTORM DRAIN MANHOLE
BURIED STORM DRAIN CLEANOUT
D7.2
0 SANITARY SEWER CLEANOUT
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
Pd ,O, WATER FITTINGS WITH
T CONCRETE BLOCKING
® PIV, SEE NOTE 5
DDCVA
D1.4
NLET /OUTLET PROTECTION e
D1.2 (n
DCVA 2" DCVA Z
D7.4 O
S =3 70601 U Ir
Date:
he�/S _ O
Date: (B/zsk U
DaterI ~
C
Date: PLEASE CALL 811 fr
3 Working Days LV
BEFORE YOU DIG o-
RHA KIRKLAND AVENUE 10/23/201
TOWNHOMES
RENTON, WA 98056
DRAINAGE AND UTam PLAN C2.1
SxO:r a:
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IE 37"
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WE
IN
1.5" WATER METER
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6
6'X6' WATER o
E EASEME
v,
A
/�10 "x6" T PrI G 11� \ \ \
r (MJxFL) N IR \
YDR NT /
= 6" fiV. (FLx ) � AASEME
\ I\ CONC�BiE B C \ s i
\
2" �,W*6 SERVICE
6 \
1. SEE MECHANICAL PLANS FOR WATER SERVICE
CONNECTION AT BUILDINGS. F 0
2. SEE MECHANICAL PLANS FOR SIDE SEWER
CONNECTION TO BUILDINGS AND CLEANOUT \
LOCATIONS.
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION.
6" FIRE LINE
NOW.,-
�.� •��
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ.
ME,,
,
\
•_-
'14110161
•III
r
5. SUBMIT PROPOSED PIV LOCATIONS TO CDR FIRE
CI F \ Cp,
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
(STAND PLAN
\
A
L
\.i
NONE
BUILDING
3
RESTORATION OF ALL ROADWAY CUTS INCLUDING
PAI
TRENCHES FOR WATER SERVICE LINES AND WATER
METER INSTALLED BY CITY UTILITY MAINTENANCE
G1.2 AND -_
P� : •
WE
IN
1.5" WATER METER
/ J \ '
6
6'X6' WATER o
E EASEME
v,
A
/�10 "x6" T PrI G 11� \ \ \
r (MJxFL) N IR \
YDR NT /
= 6" fiV. (FLx ) � AASEME
\ I\ CONC�BiE B C \ s i
\
2" �,W*6 SERVICE
6 \
1. SEE MECHANICAL PLANS FOR WATER SERVICE
CONNECTION AT BUILDINGS. F 0
2. SEE MECHANICAL PLANS FOR SIDE SEWER
CONNECTION TO BUILDINGS AND CLEANOUT \
LOCATIONS.
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION.
6" FIRE LINE
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ.
AND 6" DDCVA \
JO
\
VA(JLT PER
RENTON °
5. SUBMIT PROPOSED PIV LOCATIONS TO CDR FIRE
CI F \ Cp,
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
(STAND PLAN
\
A
360.4). SEE
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
G1.2 AND -_
_ L0
-
W.
DEPARTMENT.
1 2 3
s
7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT
ORETENTION,
TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF
D7.3 D7.3 D1.3 P
PIPES SHALL BE PROTECTED BY HAND PLACED
COBBLES.
19 LF 12 SD PERVIOUS C
8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH 2% MIN
BASIN. a SIDEWALKS
CONNECT TO \JALKWAYS
9 SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR EXISTING MANHOLE °=
B P.A 2
10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO
WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE - D_ - 5D
MAY BE REDUCED TO 5' BETWEEN WATER ORMSEWERNLINES MINIMUM CLEARANCE 3' BELOW BOTTOM OF BIORETENTION SWALE AND 2' Approved by: __ -CITY OF NTON Date: 7,
RIGHT -OF -WAY TREES.
b ��
11. ALL BIOREEENTION FACILITIES AND RELATED Approved y: Date: _D _
APPURTENANCES WITHIN THE STREET RIGHT -OF -WAY
SHALL BE MAINTAINED BY RENTON HOUSING Approved by: Dated,
AUTHORITY PER RESTRICTIVE COVENANTS RECORDED
AF# Approved by: Dat�T_
12. ALL PLANTINGS IN BIORETENTION FACILITIES SHALL BE - -
WATER TOLERANT. SEE LANDSCAPING SHEETS FOR
PLANTING PLANS.
SSIv11, MM=) 79.5
~ W 0 a : m
6 1205 SECOND ' DESIGN COMPANY
SEATTLE, WA 98101 SUITE 200
23 63 T 206.223.0326
h P 206.223.0125
QA /QC REVIEW www.avdesigv.com
SITE
/
/
/
/
29 LF 6" PVC
0
1P LF 12" D0 2
1�1 MH TYPE 1 48"' /GRATED LID
RIM 378.46
C 8" IE IN 374.38
BUILDING 2 12" IE IN 374.38 (E)
6'X6' WATER 2" WATER SERVICE
METER EASEMENT
1.5" WATER METER
(E)-375.8 6" DI W/BEEHIVE GRATE7
IE 377.30 RIM 377.45
IE +I
o � tle 3C11� � ►Ci��ll��
8•
C IE 377.49 HYDRANT-
IF
1E 12"C9(S)=573.2 ASSEMBLY
0
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2x21 6" SSD OR N
TOTAL 42 LF 6" SSD
+ O 0%
R OUS CONCRETE It
P K G LOT (TYP) 10' 5' 0 10' 20'
Scale In Feet
3x14 LF " SSD OR
TOTAL 40 F 6" SSD
0%
CATC BASIN TYPE 1
1 81.42
378.04
EMER NCY LEGEND
OVERFL W
STRUCT RE - - RIGHT OF WAY
° CATCH ASIN TYPE
1 W/G ATED LID - - - - - LIMITS OF WORK
IE 4.72 4 72 TREE PROTECTION FENCING
D1.1
TREE PROTECTION 8
D7.1
STORM DRAIN LINE
(SSD) SLOTTED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM D43
1
o L
- s
e
m CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W /BEEHIVE GRATE
N
(� CATCH BASIN, TYPE 1
❑❑ W /SOLID LOCKING LID
W AND DOWNTURNED ELBOW
u AREA DRAIN
(n STORM DRAIN MANHOLE
u B BURIED STORM DRAIN CLEANOUT
u D7.2
0 O SANITARY SEWER CLEANOUT
(C) 110 LF 12" SD @ 2% MIN' 1 1
SD --
�� - -
J so
EX 10" WATER
ni��� 7� �3 48" MH TYPF 1
RIM 378.17 (MATCH EX) -
2" r - IE (N,S) 371.4 (EX) P
- -- � EX 12 05 � -s-- -1 -- 10 "x6" TAPPI G, TEE SMJkFL� --
IE 365.1t� 6" [GV (FLxMJ��
\ -
CONCRETE BL K
-- --
PERMIT CORRECTIONS 7/11/1 BENCHMARK
PERMIT CORRECTIONS D9/30/1 AS NOTED Np�°"`"` ""e 1861'0°' @�. CITY OF
PERMIT CORRECTIONS
10/23/13 RM
uZ RENTON
II 4XE H°' II DATUM
°APB Arm Planning /Building /Public Works Dept.
i HT dE N?
NO. REVISION BY DATE APPR SALE KCam y
s wc)00 ra
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
-6- FIRE HYDRANT
FIRE DEPARTMENT CONNECTION,
SEE MECHANICAL PLANS
HB HOSE BIB - ABOVE GROUND
AG
6m WATER METER, SIZE PER PLAN
H WATER VALVE W
WATER FITTINGS WITH Z
m CONCRETE BLOCKING 0
® PIV, SEE NOTE 5 V
DDCVA Lu
INLET /OUTLET PROTECTION D52 O
DCVA 2" DCVA Di 4 U
S=370602 PLEASE CALL 811
Cc
3 Working Days LLI
BEFORE YOU DIG 0-
RHA KIRKLAND AVENUE 10/23/201
TOWNHOMES
RENTON, WA 98056
DRAINAGE AND UTILITY PLAN
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NOTES
PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
r .7%r
1. SEE MECHANICAL PLANS FOR WATER SERVICE 8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH r - r 1 �,k ; "
CONNECTION AT BUILDINGS. BASIN. � 2 R��
v 8� 2n i
2. SEE MECHANICAL PLANS FOR SIDE SEWER 9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR
CONNECTION TO BUILDINGS AND CLEANOUT LIGHTING.
LOCATIONS.
10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE
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'� / itry
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ. BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE
-\ \
5. SUBMIT PROPOSED PIV LOCATIONS TO CDR FIRE BETWEEN WATER OR SEWER LINES AND NEW
RIGHT -OF -WAY TREES.
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
CONTRRCTOR SH LL INSTALL FIN ASPHALT 11. ALL BIORETENTION FACILITIES AND RELATED
PPURTE A CES II
�( STOR}�TION OF AL ADWAY CUT DING�� \ ��
k L AINTAINED
TR INCHES FOR WATER SERVICE, LINES AN TE AUT \ A RfSSTR
METER INSTALLED BiGPI,TY UTILI"AINTENANCE
�DEPAfjTMENT. AF� .4__
LL--PI ANTINGS- ,IN -jBIO
7. DOWNSPOUT DISCHARGE PIPE ENDS -SHALL BE CUT -s12. Eft T� RANT:
TO'.MATCH SLOPE OF BIORETENTION FACE. EN�s-OF / /P N G DNS.
PIPES- SHALL BE PROTECTED BY HAND PLACFS[�, � ' S.
--
�\ COBBLES. - za9 -- -
-- - ----- A --
-- - ------------ \ „.
i
\
- —38 —
- y `
EX HYDRANT NE618 RETROFIT ^ iaSS
- -- WITH 5" QUICK C�NECTTO[lZ
���
FITTINGS��
`J\
F
-
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- -- -
�� sCi 3RA N,
PERVIOUS C,10NCRETE y
�SIDEINAI�K TYP)
\
\
\
380.00
QA /QC REVIEW
I�
STREET RIGHT -OF -WAY
VTON HOUSING
COVENA TS RECORDED I '"
ON FACT= I 8G R ; -385.4
s Fo`R���\ .580.00
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ERRY --
ll
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L— — — — — — .
— r REFUSE AND RECYCLE AREA VIEW
CITY OF RENTON SG
1 I\
A y: Datk:- b s -
S
G Ap�lrctvedby. l✓7 39C,�f4�Date: �S
BI�OI EJINTION,
D1.3 D1.3 D1.3
NEW FIRE HYDRANT
ASSEMBLY
PERVIOUS CONCRETE
SITE WALKWAYS (TYP)
60 DES16N COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 206.223.0326
F 206.223.0125
www.evcdesigv.com NO.
nia cu \
-
\ Ir 8 "PVC(N`A'I� gp �,' r
as 1� 8 "PVC(S)'=376 S18
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50—
1
F� Iii =385 45
I
IE 8 FVC(IJ,— 20.00
cU10%iCPL
LINE SE
oil
PERVIOUS CONCRETE
PARKING LOT (TYP)
i
SHEET C2.2 F"
BENCHMARK
CITY O F
10/23/13 0 RM AS NOTED 10P�"`"` ""D 1861'001 ea
RENTON
JZ q1E Nf}1 DATUM
°EC PB Planning /Building /Public Works Dept.
f ICT OW N
BY DATE APPIR NsEIOAn SOLE �y
N
10• 5' 0 10' 20'
Scale In Feet
LEGEND
- - RIGHT OF WAY
— — — — — LIMITS OF WORK
TREE PROTECTION FENCING
D1.7
TREE PROTECTION 8
D1.1
STORM DRAIN LINE
— — — — —
(SSD) SLOTTED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM D
0 CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W /BEEHIVE GRATE
CATCH BASIN, TYPE 1
t ❑� W /SOLID LOCKING LID
1
�v O
0
0
I
/ Ll
I
�� HB
AG
II� i
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 e
D1.4 Z
INLET /OUTLET PROTECTION Dt 2 Z
2" DCVA Dsa O_
1--
S= 310603
-- - -- Q
PLEASE CALL 811
3 Working Days LLI
BEFORE YOU DIG o-
RHA KIRKLAND AVENUE 10/23/20
TOWNHOMES
RENTON, WA 98056
DRAINAGE AND unLnY PLAN C2.3
sm: oE:
I L, ,�) - � -),7