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32 A PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 E., W.M.
T24N N88 45 28 "IN N. LINE OF SEC. 5 -23 -5 CASED W.M.
0.45' S.
— — _ _ E. OF 1 /16TH COR.
5 T23N 1323.15' (P)(Cf PER PLAT OF SUNSET HILLS
N 114 OF SEC. 5 -23 -5
PER PLAT OF SUNSET HILLS I / NOTESI
CITY OF RENTON CONTROL t 2166
1 MONUMENT NO. 266 v 1. DRAINAGE FROM PRIG: ATE ROAD TO BE CHANNELED INTO
013'37 ) W INFILTRATION CATCH BASINS.
89 5V J "(P)(C)
FOUND CASED CONC MON ° I� I 2. EACH HOUSE TO CONSTRUCT INFILTRATION SYSTEM FOR
—NE ?7th S7. N I W I ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT.
`�o a
3. IF THE PROPOSED SINGLE - FAMILY STRUCTURES EXCEED
' 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM
40' LUNG ROOF /GUTTER I `D + cl AND REQUIRES TWO HYDRANTS WITHIN 300 FT. OF i HE
I DO*NSPOUT INFIL IRA RON I r
I o STRUCTURE.
LEGEND: TRENCH 2• NlD� LEVEL 20' ACCESS EASEMENT y M -- 4. FILL 'AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR
(SEE DET. SHT. 4) �W/ 25' RADII FOR L C sID£ sE►1ER o I �8 ��l TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY
GV � ❑ CATCH BASIN � FOR LOT 7 ,� 6
SEWER MAIN,
Urn' POLE FENCE ON IN E _N9976 40 'W 252s1'x` X_ No.00' I i 5. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY
N pQ cAS vALt� 9 .6 x°� x- �,.� -, "
F — . —-�—T — — — N 79.74' N aP �I ' OF RENTON ,TRENCH RESTORATION AND STREET OVERLAY
t4 WATER VALW I 10• 10' FFE� 0 T N o I II
vWi ° I soo HOU I---- — 2 .*65'� REQUIREMENTS.
® wATFR METER
/NT to' END �o LOT 2 1 EXIST. POOL I 55--- ( 4 EXIST. WA METER TO
O A n1REHYDRANT ew '- (PF 298. IASPH I 1 1600 HOU ((REMOVED) 1 I V 60T � 00
�
REMAIN FOR LOT i
SSMH O SEiIER MANHOLE N - I FOOTP /NT _ _ II 8 [���I
W EIP EDGE OF PAWAENr P' 1 ' 1 I (PREL 6 VC SID 1 I Q. HOUSEG °r g ``II FLOW LINE TO T
Q� DIRECTED ED f V CATCH
? RIW RIGHT -OF -WAY I � �' I SEWER ) L 1264 -SF �I C2) NEW 3/4' WATER METERS W BASIN Z
I _ ,� — BLOTS 2 6 3) z Z
s I rt rw I —
I- PERPM�Entf 2' W oFF Ate. -F — — �0 2' HIDE 7H1!LK,0!!ED t
I_ q" D -T. CAP( — M M 1 I I C1+TCH BASIN i13 (TYPE i> 26' Z
3 CYI.L� .. J. g
6 P .SID '
i- 4`x4" V� AD'S END E' "'I ? . (2) 1' P Y' WATER ry II .� STA 0 +32, 12' RT EASEMENT w
&F Fm l PIG) ? 37 S W 2 • o�O �h �° `S 3' `PRI AD E SERVICE IPES pRIVEW RIA 291.6 ✓ 2� ( a
I - CoNC. THRu�' - V' •'b 'p FLOW LINE — — — — I IEi s'�6•(12',S) M—Q Ld 0 Ir
2' �WR 88' 2'27" 62 h I 1. , fix WIET T Exis-r. Iln", RI. a
•• — — .n e � STREET NAME SIGN t4° TAPEN t� 26'
� M _ F 1- 4" CPrTe V+� -VECgx
1 +50 + O RS. I I (SEE DET. SHT. 4) MT} A C. PAVEMENT 10
x 0 +50 I I 'PRIVATE RD' AVE I- coNC. TxRUST WEDGE CURB IuI
� I AAE3EERRI)EEN' E NE' BL_DCic 2 ASPAALT
"SEWER H 7, I SAWCUT fit° INTO EXIST ASPH.
- ,�
I � o H s•t9' _ 2X
,yy y I _ — I NEW MAN HOLE
y , /EXIT ED 1 r Rri£ _ I — — r — WM — EX I I �92 _d_+27, 6 LT " . t••• wit • .
1 I (T BE 0 1 1i 3' TAPER (- — — 18' ASP I I RIW 291.6 ✓ O
R MO ) O 1 +70 •23' P IV. ROAD I (REAI I ' IE, 282.0 (8',W),
I I I i 6' PVC SgDE 11 L PUB IC EX. s/ E ,P I IE, 281.9 (8',S) -
vl 6 PV SI I, SEWER 2 2'/. SE` E ESMT• ,
EXIST ASPH. I i PLACE OVER EXIST. 8
I
00 S WERof? 2. o L _ J I BE REA/OVED, 1 2+' ASP ROAD-
S r - EXISTIN 25.0 ® 01 25' RAD ASPH. APRONS O
302 `+' 0 LTCH2BASIN #2 LID LI I I I HOUSE CAT BRSIN #1 I I � I �- (BOTH SIDES) v
W I TYP 2 48 4 COMPACTED DEPTH CLASS e
\ I S A 2 25, 6' T I L_ I L+3 -0 LT 11 I f i I I $ I X T. T w ASPHALT (MIN. 2 LIFTS)
301 R M, 294 95 I Z S. STA +32, 0' LT W
I I , �q �g I 1 P C18 IIIEILI)4 96' ONG //INFILT TI ON RIMS Z92 Dc. I E L . p
a6fo• 4 THE H FOR PRI ROAD IE, C12',N)24kIS 3 : w 2 MIN. COMPACTED DEPTH
® t ITY STD DET BR2) , IE, -C18' INFILT)Iin E FH �;
300 — — — i 3A' TOE, LEVEL CS EE I 1 CRUSHED SURFACING TOP COURSE
N L7 — — — — H 4" MIN COMPACTED DEPTH
SHT. 4) o
299
298
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1
Is, I i I N. 191335.806 CRUSHED SURFACING BASE COURSE
I I EI 1303910.841
GRAVEL BASE MAY BE REQUIRED
W PRIVATE ROAD SECTION
6 W N.T.S.
Im I ° I
Sql*NT/2202
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so To 20 40 1
o I I I SCANNED OCT 0 8 2661
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co I AS- BviL.T 5ASEJD er. AYE of 03
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93'06'33 "(P) :°» �•� 9rnt"1� -1 I� 9�O$ By.
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+ LT
FOUND CASED CONC MON
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281, C8 4 Cn : A'- �' /.•10.1 ; w �r� of .5= ,'i�2. /.
'v °'�i�s PRI VA TE ROAD PROFILE 1 +00 _ �h I I`III I I I `
ww�0 - J7- �,iIJ2
I.dl SCALE, HORIZL 1' =20' VERTi 1' =2' -
^^ 282 N0. REVISION BY APPR. DATE
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D ANNE
$9D NOV " 7
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BY DATE.•
CITY OP' RENTON
DEPARTMENT OF PUBLIC WORKS
,OAEGER ENGINEERING air4; r.
9419 South 204th Place acamaD: JJJ
Kent, WA. 98031 wk JJJ
Phone No. (206) 850 -0934 CWXK O:
Fax No. -(253) 850 -0155 APPI yin.
DAIL 6/11/03
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