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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.
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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
z CONTRR ; TREE PROTECTION FENCING
RESTORATION OF AL ADWAY CUT DING 1 � 1 PPURTE A CErjN;D T E STREET RIGHT -OF -WAY ;, -" Dl.l
v Fr L AIN NTON HOUSING I �� - - I g
TgENCHES FOR WATER SE�2ViCE- LINES�kN TE AUT \ ICTIV COVE NA TS RECORDED I �' _ I TREE PROTECTION Dl l
a METER ;INSTALLED BYj�17 UTILIW- MAINTENANCE AF
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��DEPARTMENT. # -- ;' - - - -- -" STORM DRAIN LINE
TQ. -I P���II 380.Ou -� -,
7. DOWNSPOUT DISCHARGE PIPE ENDS
—SHALL BE CUT 12 %1NGS,,I`N3BIqWENTION FACq\ J _ (SSD) SLOTTED STORM DRAIN LINE
MATCH SLOPE OF BIORETENTION FACE. ENbS OF y E T AiT� S FO - " PIPES'SHALL BE PROTECTED BY HAND PLACEQ P NS.
�X COBBLES. —389 aP�� / �� �� io- = �I
_ I =� 5
- _ - -� �� / -__ � - �� P / � � '�i TRENCH INFILTRATION SYSTEM 4
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- -- - - - - - _
388 - - _ _
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- _ _ __ CATCH BASIN, TYPE 1
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CATCH BASIN, TYPE 1
� R EF AND RECYC L E AREA VIEW WEB EEHIVE GRATE
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CITY OFRENTON v 1�/ X390. A�l CATCH BASIN, TYPE 1
F '� , 96 5- W�SOLID LOCKING LID
A N 6__ - -_ / SAGA/ ` - -_ A D DOWNTURNED ELBOW
; �
/ A ved b ate: S v AREA DRAIN
( G PPFR Yr 390/4 D
�� / BO�� �� SEE R�FUSE AND �1
6 !T / Ap�rov ' _ ft C STORM DRAIN MANHOLE
i V
A / _ CYCLE kRVJ W,Y - i i
' / [�J-i THI EET �_ BURIED STORM DRAIN CLEANOUT 2
S � ��Ir1/ �� � sal�pprotYee�E'�y �
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41,;,7pR _ O SANITARY SEWER CLEANOUT
114471
PVC -
_ E 8' /6.08
SANITARY SEWER LINE
�f -.� .� �� Ih' /
5� ®04� > - LO rH6�� SIDE SEWER
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EX HYDRANT NE618, RETROFIT �P ����
WITH 5" QUICK CONNECT sTbRZ ���'� - �� WATER LINE
FITTINGS. `., - ph \� --
S �
�'� � � --- WATER SERVICE LINE
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/ D 3821 � � � �` � � � �
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FIRE DEPARTMENT CONNECTION,
SEE MECHANICAL PLANS
FV o i� :�.- -� HB
HOSE BIB ABOVE GROUND
--
_
S WATER MET ER, SIZE PER
PLAN
WATER VALVE P-
PERVIOUS�C NCREfE - 1 ; / - d R IMr "85.45 WATER FITTINGS WITH
I
V� I E 8 r�JC�II1 38U DO CONCRETE BLOCKING
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\ � \IE 380.00
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QA /QC REVIEWER
- I ® PIV, SEE NOTE 5
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I INLET /OUTLET PROTECTION Z
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U PERVIOUS CONCRETE
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BRIO NTION, 1 2 3 PARKING LOT (TYP) W= 310603 I ��
D7.3 D7.3 D1.3 �
NEW FIRE HYDRANT O
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ASSEMBLY i I '_ - =�/ 1,+�, N -. i� I I II' L v
4�yl VPERVIOUS CONCRETE
SITE WALKWAYS (TYP)
PERMIT CORRD
F DESIGN COMPANY PERMIT CORREI
PERMIT CORRD
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 206.223.0326
F 206.223.0125
w .svrduign.com NO. REVISION
INE SEE SHEET C2.2
7/11/1 gEl
09/30/1
4°d1 R
10/23/13 ra
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BY DATE APPR �FEOffa
' CITY OF
AS NOTED 10�d""`'BL 10618°' �9
RENTON
OtE f°' DATUM
uFULL SCUt Planning /Building /Public Works Dept.
F NOf OlE P161
SCVE K.Cp1CMGLY
III ~
PLEASE CALL 811
j I l 3 Working Days W
BEFORE YOU DIG
RHA KIRKLAND AVENUE 10/23/201,
TOW NHOMES
RENTON, WA 98056„
DRAINAGE AND unLmr PLAN C2.3
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