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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' ��' j
CONNECTION AT BUILDINGS. BASIN. � j N
2. SEE MECHANICAL PLANS FOR SIDE SEWER 9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR
CONNECTION TO BUILDINGS AND CLEANOUT LIGHTING.
LOCATIONS. • ,u n
i
10' 5' 0 10' 20'
10. MINIMUM HORIZONTAL CLEARANCE FROM SEWER TO
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM WATER LINE IS 10' MINIMUM. HORIZONTAL CLEARANCE ___ I _ "_ J I Scale In Feet
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION. MAY BE REDUCED TO 5' MIN IF SEWER IS A MINIMUM D �
3' BELOW BOTTOM OF BIORETENTION SWALE AND 2' �� �� / I LEGEND
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ. BELOW WATERLINE. MAINTAIN 8' MINIMUM CLEARANCE - -- - -�
BETWEEN WATER OR SEWER LINES AND NEW �.�� 7 ✓ �� - - RIGHT OF WAY
5. SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE V \
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. RIGHT -OF -WAY TREES. C2)_
�
— — — — — LIMITS OF WORK
11. ALL BIORETENTION FACILITIES AND RELATED
6 CONTR/�CTOR LL INSTALL FIN ASPHALT PPURTE A CES FiI T E STREET RIGHT -OF -WAY �^�
TREE PROTECTION FENCING
/ /V�J��,TORq,TION OF AL I ADWAY CUT DING D1.1
L AINTAINED �'ENTON HOUSING
_. fi ENCHES FOR'MATER SERVICE LINES Alsf TE TREE PROTECTION 8
? ^� RESTRICTIV COVENANTS RECORDED - - - - -- B
ETER INSTALLED B%�ITY UTILI ANTENANCE 1. ry CS
- -lCT
\1
-METER,
A s °� AF # -- - — - - -- = STORM DRAIN LINE
7. DOWNSPOUT DISCHARGE PIPE ENDS-SHALL BE CUT o2. tL_LA, INGS,fN IR ffFENTION ,FACIE � 8 "F, Ci SC -
TO�,MATCH SLOPE OF BIORETENTION FACE.---ENDS -OF_. E 1 G S FOi��� (SSD) SLOTTED STORM DRAIN LINE
PIPES` - SHALL BE PROTECTED BY HAND PLACED - -�/_ P TEdLG PIS, NS / �, ��\
--
COBBLES. 389 - - �RP� / �� 3g _ - 4
v� / p� 7- i �'N- TRENCH INFILTRATION SYSTEM
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- -�
--------- - - -- — — �I L __ — lid
8 (' ERRY '�
3 390 �( �_- CATCH BAST PE 1
so 1
N TYPE
/_ L
REFUSE A AREA VIEW CATCH BASIN, TYPE 1
------ - -- �, � - ' _ �` � AND
� -390. � '� ® W /BEEHIVE GRATE
US RECYCLE
- - -- __ - -
CITY OF RENTON � � ✓ CATCH BASIN, TYPE 1
\ L y: Date_: b 5 W /SOLID LOCKING LID
�I� AND DOWNTURNED ELBOW
_ hte: 0 AREA DRAIN
APP�vedby: ?�� 390k "4 D
/ _ A �� SEE -REF�� AND�� - 7 1 0
/ - A roved te: STORM DRAIN MANHOLE
o CYCLE AREA VIA, �P U r Y� L -`
5
/ �'
/ THI EE-f - _ � e
""' � / �� '� � SE - 584 4 i % � �� � k`� _ 0 BURIED STORM DRAIN CLEANOUT
SI` Y N' ',;�SFi Nfi,CK � aA�pr��a�F''�l - - - D1.z
I
SANITARY SEWER CLEANOUT
77
3
L 8 "PVC S 76.98', f % SANITARY SEWER LINE
��- I `387720 �IRI
N - - V `i �. SIDE SEWER
RETROFIT
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EX HYDRANT NE618� � � -
- WITH 5 QUICK C6NNEC SfO Z = 4 i S� _ ZG I�
R \ a WATER LINE
FITTINGS. 5 1 Hti --
- ,
38 91 /, --------- - - WATER SERVICE LINE
FIRE HYDRANT
� 2 -
r� - - -� — �� FIRE DEPARTMENT CONNECTION,
L PLANS
� � SEE MECHANICAL
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- -
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_ - B HOSE BIB ABOVE GROUND
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- - -- _
�� � ,�� I � MAGI- _ � '�� �✓ _ rl�� � �' � ,� � I / � '���;�� \. � � WATER METER, SIZE PER PLAN
- r I - N WATER VALVE
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,i N, <' , I '�% < '�, � , _ ,� i � 'h ' L I CB 4 i�� R� 1 � m WATER FITTINGS WITH
PERVIOUS E NCRETE CONCRETE BLOCKING
�\ SIDEWA K ��P) ; I E 8' PVC' �� ,S�J '7v
PIV, SEE NOTE 5
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�=-� , INLET /OUTLET PROTECTION
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D7.4 L
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— � PERVIOUS CONCRETE I � L1_I
R=37061
PARKING LOT (TYP) i
BID NTION,
D1.3 D1.3 D1.3 � � �' I'" � I
NEW FIRE HYDRANT
V �7 ASSEMBLY V
IE 380.00 1'I
II 3
vC =379.2 I _L 1 ,' PLEASE CALL 811
PERVIOUS CONCRETE 3 Working Days W
6 SITE WALKWAYS (TYP) M1
MATCHLINE SEE SHEET C2.2 BEFORE YOU DIG a
~ o y r o O PERMIT CORRECTIONS 7/11/1*@
i D i BENCHMARK'w
"' 'ONfN""D'°8"'�' CITY OF RHA KIRKLAND AVENUE 10/23/201:
1 PERMIT CORRECTIONS 09/30/1 AS NOTED ��
\ ► DESIGN COMPANY 9 FE EEme
9F F PERMIT CORRECTIONS 10/23/13 RM RENTON TOWNHOMES
1205 SECOND AVE. SUITE 200
ASS `�iP E� SEATTLE, WA 98101 J2 ^" Ntl DATUM RENTON, WA 98056
2363 T 206.223.0326 O B er w Planning /Building /Public Works Dept. DMNA(E AND � PLAN C`2.3
F 206.223.0125 i x01 M
CA /OC REVIEW wwwsazdeaiga.com NO. REVISION BY DATE APPR S� � y ,{� vrFT