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A PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N.. RANGE 5 E., W.M.
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E. OF 1116 TH CUR.
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N 114 OF SEC. 5 -23 -5 �
PER PLAT OF SUNSET HILLS
/ CI N OF RENTON CONTROL � �e NOTES:
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A PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N.. RANGE 5 E., W.M.
T.24N N88'45 28 "W N. LINE OF SEC. 5 -23 -5 CASED MON. 0.45" S
E. OF 1116 TH CUR.
T23N 1323 l5' (P)(C) P£R PLAT OF SUNSET HILLS
N 114 OF SEC. 5 -23 -5 �
PER PLAT OF SUNSET HILLS
/ CI N OF RENTON CONTROL � �e NOTES:
8 _q --s 0'3 yp) (c) MONUMENT N0. 266 I� 1. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO
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• - I` 3. IF THE PROPOSED -
0 OSED SINGLE FAMILY STRUCTURES EXCEED
3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM
40' LONG Roo+ /aUnFR � � � w � AND REQUIRES DOwn%SpauT MIF1L MA nON F- W
I ES TWO HYDRANTS WITHIN 300 FT, OF THE
ME'NC.N 2' WDE; LEI 20' ACCESS EASEMENT ^ "" W 4 3� STRUCTURE.
(SEE DET. SHT. 4) w/ 25' RADII Ex/STING SnDE SE!~ER W 4. FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR
FOR LOT I �6 TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY
FENCE ON INE ~8976'40 "W 252.61 ' �," SEWER MAIN,
0 i 790.6: X ` - X ...- _x 30. DO' 1 j
x. ,�. N 5. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY
F •� -�- - - - _ 1j 79.74' ' i OF RENTON TRENCH RESTORATION ,o r -�- � � � IO AND STREET OVERLAY
I FFE, .o "' N) o REQUIREMENTS.
�6 H0U -- �--- -- _. 2 - 65'
• DO R/NT � 14' END 1 LOT ` 'Z �
:W ASPH l� I EXIST. P , 5�--- r EanST. WA T METER TO
F � , i� 1600 .4 HOU (REMOVED) I = LOT - REMAIN FOR LOT 1
ap 298.0 I F010 /NT I V W
T 10 I 101 I (FREE EXIS T/NG Q, $ FLOW LINE TO BE
A � I 6' VC SID f HOUSE
I OT I `e •q � I DIRECTED TO CATCH
r I 2b SEWED. - N �_j 126a SF (2) NEW 3/4' WATER METERS BASIN 1w
� � _ � - � � � __.. CLOTS 2 & 3) 2' WDE
64 P1 SID - M E`COR9`
END PVwT � � r� � ? CATCH BASIN #3 (TYPE 1)
0 2 37 + SiWER Q 2. co h co s. C2) 1 P Y WATER A �,
PRI . AD E SERVICE IPES VEW ►3 STA 0 +32, 12' RT
'p FLOW LINE >'0 DR RIM, 291.6
0. �_,' yr -, - - IE, 289.6 (12',S)
88 2 27 25 62 ,
STREET NAME SIGN
-- _ _
+00 1 +50 .P�Qi�T �. i +00 _ C - - - _ _ _ = t I (SEE DET. SHT. 4)
�.11 +50 j 0 PRIVATE RD" do w
X---� - , ,..t, - - t I ABERDEEN AVE NE
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„� \-20 'ASPH S t
i" IE'XI T. S ED i I` -i Rf - -► -' , - - - �,, t NEW MAN HOLE
( B�P/) �� 3' TAP `' _ EX. `D I 92 0+27.. 6' LT
R MO I I f 0 1 +70R r 23' P IV. RDA .18' ASPS I •�-� I RIMi 291.6
X N , i f f 6' PVC S4DE & PUB IC D I (REM IE, 282.0 (8',W) 11 6 PVd SI SEWER a 2% �� EX. S/ E + IEi 281.9 (8',S)
S WER e 2. I EXIST ASPH, f SEWE ESMT. SEWS L_ -_ t I PLACE OVER X '
0 DRIVEWAY TO i), _ 25.0 I O E EXIST. 8
CD ,° o L -- BE REMOVED. ' 2 ASP 4. ROA I 3
c +t EXIS77N 25 RAD ASPH. APRONS
� ATCH BASIN #�2 I I HOUSE CAT BASIN #1 ® o (BOTH SIDES)
I M N LE #2 I b TYPE 2_-_4__6# OLD LI '�
L- T Lt3 WILT TYP 2 -48 i
SA225,6' T I '� ff i STA +32,0'LT
R Mt 2 7, I M= g
I 6 f .L �FILT RIMt 91.8 I I = 29 5 E 2 1 C18 IWILS) 96 DNG KdR I ATION
1f IE' 9.4 C12',N) 3 Zg4 .. EX T. LT.
C ITY STD DET BR2) TRE. H PRI ROAD
L -- - 3.0' E, LEVEL CSEE IE' 9.1 C18 INFILT)i f E
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O 1+11
SS TEE..
IE: 285.0
0 1+05
PR /VA TE ROAD PROFILE
SCALES MORIZi 1' =20' VERT,i 1' =2'
- PROPOS D CENTFRL
S11NC C TERLINE GR
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• - I` 3. IF THE PROPOSED -
0 OSED SINGLE FAMILY STRUCTURES EXCEED
3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM
40' LONG Roo+ /aUnFR � � � w � AND REQUIRES DOwn%SpauT MIF1L MA nON F- W
I ES TWO HYDRANTS WITHIN 300 FT, OF THE
ME'NC.N 2' WDE; LEI 20' ACCESS EASEMENT ^ "" W 4 3� STRUCTURE.
(SEE DET. SHT. 4) w/ 25' RADII Ex/STING SnDE SE!~ER W 4. FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR
FOR LOT I �6 TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY
FENCE ON INE ~8976'40 "W 252.61 ' �," SEWER MAIN,
0 i 790.6: X ` - X ...- _x 30. DO' 1 j
x. ,�. N 5. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY
F •� -�- - - - _ 1j 79.74' ' i OF RENTON TRENCH RESTORATION ,o r -�- � � � IO AND STREET OVERLAY
I FFE, .o "' N) o REQUIREMENTS.
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• DO R/NT � 14' END 1 LOT ` 'Z �
:W ASPH l� I EXIST. P , 5�--- r EanST. WA T METER TO
F � , i� 1600 .4 HOU (REMOVED) I = LOT - REMAIN FOR LOT 1
ap 298.0 I F010 /NT I V W
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0 2 37 + SiWER Q 2. co h co s. C2) 1 P Y WATER A �,
PRI . AD E SERVICE IPES VEW ►3 STA 0 +32, 12' RT
'p FLOW LINE >'0 DR RIM, 291.6
0. �_,' yr -, - - IE, 289.6 (12',S)
88 2 27 25 62 ,
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�.11 +50 j 0 PRIVATE RD" do w
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( B�P/) �� 3' TAP `' _ EX. `D I 92 0+27.. 6' LT
R MO I I f 0 1 +70R r 23' P IV. RDA .18' ASPS I •�-� I RIMi 291.6
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S WER e 2. I EXIST ASPH, f SEWE ESMT. SEWS L_ -_ t I PLACE OVER X '
0 DRIVEWAY TO i), _ 25.0 I O E EXIST. 8
CD ,° o L -- BE REMOVED. ' 2 ASP 4. ROA I 3
c +t EXIS77N 25 RAD ASPH. APRONS
� ATCH BASIN #�2 I I HOUSE CAT BASIN #1 ® o (BOTH SIDES)
I M N LE #2 I b TYPE 2_-_4__6# OLD LI '�
L- T Lt3 WILT TYP 2 -48 i
SA225,6' T I '� ff i STA +32,0'LT
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1f IE' 9.4 C12',N) 3 Zg4 .. EX T. LT.
C ITY STD DET BR2) TRE. H PRI ROAD
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STA + ' LT
(CITY STD DIET BR28
2 +00
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SS TEE..
IE: 285.0
0 1+05
PR /VA TE ROAD PROFILE
SCALES MORIZi 1' =20' VERT,i 1' =2'
- PROPOS D CENTFRL
S11NC C TERLINE GR
GRADE
INFILTRA ION TANK TRENCH
4 i ,
; 71A
IE, 2891-08" INFI T)
1 +00
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GRAVEL BASE MAY BE REQUIRED
PRIVATE ROAD SECTION
III
N.T.S.
GRAPHIC SCALE Orly
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ENGINEERING
9419 South 204th Place
283 Ken t, WA. 98031
Phone No. (206) 850-0934
282 N0. REVISION By AP". DATE FOX No. (253) 850 -0155
RECOMMENDED FOR A PPR 0 VA L
B Y.• DATE:• y t C3,
BY.• DATE:•
BY.• A 7F'
BY.• DA TE':
CITY OF' 3RE1'**TTOIV'
DEPARTMENT OF PUBLIC WORKS
ROAD AND DRAINAGE 41V
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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
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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
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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.
- ,�
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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
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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
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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
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300 — — — i 3A' TOE, LEVEL CS EE I 1 CRUSHED SURFACING TOP COURSE
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GRAVEL BASE MAY BE REQUIRED
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6 W N.T.S.
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o I I I SCANNED OCT 0 8 2661
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FOUND CASED CONC MON
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'v °'�i�s PRI VA TE ROAD PROFILE 1 +00 _ �h I I`III I I I `
ww�0 - J7- �,iIJ2
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^^ 282 N0. REVISION BY APPR. DATE
,,, 4�
F R 3,
D ANNE
$9D NOV " 7
Z3` r
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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vp b 174
32 CASED MON. 0.45' S.
_ _ _ T24N N884528 "W N. LINE OF SEC. 5 -23 -5 A 26 E. OF 1116TH COR.
— �)O PER PLAT Of SUNSET HILLS �j
T23N 1323.15' P C -�
N 114 OF SEC. 5 -23 -5 I I NQTESI
PER PLAT OF SUNSET HILLS 28
CITY OF RENTON CONTROL 0 s L DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO
MONUMENT NO. 256
8950'3 "(P)(C) 0'13'37 ) � N INFILTRATION CATCH BASINS,
FOUND CASED CONC MON I3 2. EACH HOUSE TO CONSTRUCT INFILTRATION SYSTEM FOR
ENE 2 "` Sr En w o I ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT,
1W 3. IF THE PROPOSED SINGLE- FAMILY STRUCTURES EXCEED
3 W 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM
40' LONG ROOF /GUTTER / I �+ AND REQUIRES TW❑ HYDRANTS WITHIN 300 FT. OF THE
DOWNSPOUT INFIL IRA 77ON ;� i I o I ; STRUCTURE.
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TRENCH. 2' WIDE. LEVEL 20' ACCESS EASEMENT `1 x 4, FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR
(SEE DET. SHT. 4) W/ 25' RADII EXIS77NG SIDE SEWER N I.,w C `
FOR cor 1 ° � I � Kos TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY
FENCE ON INE N89'16'40 "W 252.61' 1 I SEWER MAIN.
_ X— a0.0o' I 5. ALL TRENCH RESTORATI ❑N SHALL BE PER CURRENT CITY
X— _X—X, *_ "L N
r L9 .6 I , r9.2.26 r — — — T _ N 79.74 I � I OF RENTON TRENCH REST ❑RATION AND STREET OVERLAY
To' w REQUIREMENTS,
600 S HOU I MIN 10, 1 FFE, .0� — I_ _ 27.65'
00 INT I Io END ro LOT L 2- I EXIST. POOL I ' SS —S I I h~ EXIST. WA METER TO�31 jk
W (PR) II� (ASPH I I 1600 k HODS I (REMOVED) I I LOT
I W REMAIN FOR LOT 1
F 298.0 I 10 +I �o I APR 7P INT _ I_ _ I I o EXIS77NG o�, °o I Gy~ FLOW LINE TO BE
0 6 I I I / I I 6 PVC SIDEI I I HOUSE _ _ �I DIRECTED TO CATCH
2 I� T I �' I SEWED L2L _ 1 J I_ 1264 SF / - — - ~I (LOTS 2 & /3) WATER METERS Z BASIN J Ld
I
O _ 2' WIDE THICKENED D — I J
" 6 P SID h EDG�CDRB— — 9 I CATCH BASIN #3 (TYPE 1) 26'
END P T. S W R @ 2 0 c^o 's- (2) 1' P Y WATER WA ry STA 0 +32, 12' RT w� EASEMENT w
2 37 �J 3' PRI AD E SERVICE IPES pRIVE RIMS 291.6,/ g oa
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FLOW LINE � 10'
_ IE 2B%- (12',S) 207.0 �
45.
0. 2' M �( 6 wM 88' 227" 25 62 — — — — I 1® 85� wes -R1 exsr Iio" RI. m d
1- Ito "x4° TNPRN TEE__ 26' _
— — - STREET NAME SIGN _
PAZ �- ¢ fY tz /�rF7z2rrs� I -4° GHTEVfILVE(FLx
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O 0 +50 WATER I 0 I "PRIVATE RD" & I- Cowc- THRUST N
"ABERDEEN AVE NE" r�LOC7c 2' ASPAHLT
i 7� X 1 =X� —— I WEDGE CURB
��vv MT SEWER I SAWCUT 12' INT❑ EXIST ASPH.
O 0 ASPH 3.94 T 7 S 1 2%
NEW MAN HOLE
P/ EXIST. S ED I r 1 RIVE I EX I 1292 TA 0 +27, 6' LT
I( 3' TAPER 18 qsp I RIM 291.6 ✓ p O O O
RT MOE ) O I I I ® 1 +70 r — — -23' P IV, ROAD I (REM V IE, 282,0 (81,W), O O
L — I PLACE OVER OVER EXIST. s'
x I 6' PVC SIDE II & PUB IC EX. SI E
6' PV SID EXIST ASPH. I SEWER @I2% SEWE ESMT, SEWS I „I
S WEIR @ 2 . I DRIVEWAY TO 2II ASP RDA - 25.0 I I w
no o o L— J I BE REMOVED. I EXISTING ® I (B HAD ASPH. APRONS O
1) 0 I� ATCH BASIN #2 I HOUSE CAT BASIN #1 �
(BOTH SIDES) Y
10 I L1 TYPE 2 -48' SOLID LI*) I c) 4" COMPACTED DEPTH CLASS "B" TYP MAN HJLE #2
S A 2+25, 6' T I L_ T L+3 0' LT I % STA +328 0' LT I °o I m w ASPHALT (MIN. 2 LIFTS)
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C ITY STD DETI BR2) r aOV• 4 THE CH�//F ❑R PRI ROAD IE (18' INFILT)I n E FH 07 CRUSHED SURFACING TOP COURSE
I �2 s — — _ — — — — -L 3.0' IllE, LEVEL (SEE 3 h
N _D_� SHT. 4)
CD
(CITY STDI DET
2 +00 IE: 285.3 -_�
C 1 +11 SS TEE
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0 1 +05
PRI VA TE ROAD PROFILE
SCALE- HORIZ, 1' =20' VERT,, 1' =2'
IE, 289.- (18' INFII T)
1 +00
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U71UTY POLE
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WATER VALVE
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O
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TRENCH. 2' WIDE. LEVEL 20' ACCESS EASEMENT `1 x 4, FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR
(SEE DET. SHT. 4) W/ 25' RADII EXIS77NG SIDE SEWER N I.,w C `
FOR cor 1 ° � I � Kos TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY
FENCE ON INE N89'16'40 "W 252.61' 1 I SEWER MAIN.
_ X— a0.0o' I 5. ALL TRENCH RESTORATI ❑N SHALL BE PER CURRENT CITY
X— _X—X, *_ "L N
r L9 .6 I , r9.2.26 r — — — T _ N 79.74 I � I OF RENTON TRENCH REST ❑RATION AND STREET OVERLAY
To' w REQUIREMENTS,
600 S HOU I MIN 10, 1 FFE, .0� — I_ _ 27.65'
00 INT I Io END ro LOT L 2- I EXIST. POOL I ' SS —S I I h~ EXIST. WA METER TO�31 jk
W (PR) II� (ASPH I I 1600 k HODS I (REMOVED) I I LOT
I W REMAIN FOR LOT 1
F 298.0 I 10 +I �o I APR 7P INT _ I_ _ I I o EXIS77NG o�, °o I Gy~ FLOW LINE TO BE
0 6 I I I / I I 6 PVC SIDEI I I HOUSE _ _ �I DIRECTED TO CATCH
2 I� T I �' I SEWED L2L _ 1 J I_ 1264 SF / - — - ~I (LOTS 2 & /3) WATER METERS Z BASIN J Ld
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2 37 �J 3' PRI AD E SERVICE IPES pRIVE RIMS 291.6,/ g oa
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FLOW LINE � 10'
_ IE 2B%- (12',S) 207.0 �
45.
0. 2' M �( 6 wM 88' 227" 25 62 — — — — I 1® 85� wes -R1 exsr Iio" RI. m d
1- Ito "x4° TNPRN TEE__ 26' _
— — - STREET NAME SIGN _
PAZ �- ¢ fY tz /�rF7z2rrs� I -4° GHTEVfILVE(FLx
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O 0 ASPH 3.94 T 7 S 1 2%
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RT MOE ) O I I I ® 1 +70 r — — -23' P IV, ROAD I (REM V IE, 282,0 (81,W), O O
L — I PLACE OVER OVER EXIST. s'
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6' PV SID EXIST ASPH. I SEWER @I2% SEWE ESMT, SEWS I „I
S WEIR @ 2 . I DRIVEWAY TO 2II ASP RDA - 25.0 I I w
no o o L— J I BE REMOVED. I EXISTING ® I (B HAD ASPH. APRONS O
1) 0 I� ATCH BASIN #2 I HOUSE CAT BASIN #1 �
(BOTH SIDES) Y
10 I L1 TYPE 2 -48' SOLID LI*) I c) 4" COMPACTED DEPTH CLASS "B" TYP MAN HJLE #2
S A 2+25, 6' T I L_ T L+3 0' LT I % STA +328 0' LT I °o I m w ASPHALT (MIN. 2 LIFTS)
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C ITY STD DETI BR2) r aOV• 4 THE CH�//F ❑R PRI ROAD IE (18' INFILT)I n E FH 07 CRUSHED SURFACING TOP COURSE
I �2 s — — _ — — — — -L 3.0' IllE, LEVEL (SEE 3 h
N _D_� SHT. 4)
CD
(CITY STDI DET
2 +00 IE: 285.3 -_�
C 1 +11 SS TEE
IE: 285.0
0 1 +05
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SCALE- HORIZ, 1' =20' VERT,, 1' =2'
IE, 289.- (18' INFII T)
1 +00
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J, 191335.806
CRUSHED SURFACING BASE COURSE
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GRAVEL BASE MAY BE REQUIRED
PRIVATE ROAD SECTION
N.T.S.
W
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GRAPHIC SCALE
20 0 10 20 40
80
( IN FEED )
1 inch = 20 ft.
RECOMMENDED FOR APPROVAL
AS- BOIL -T
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//
BY.• �+� DATE.• 7 z¢ 03
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NE 24th ST. _ I SIOI L E ' 7r3`
289 COF' F2ENTON W MA —28 EXPIRES: 3 1 2004 OF PUBLIC WORKS HOLE
A 0 +2 6' LT
FOUND CASED CONC MON '/RJOAD'/ / /AN�D� 7�DRAINAGE qe
W) N89`40 17 E ENGINEER: /V / TA /\Y- 560-MPLA
281.9 (e' �4 C/) . /, - , ., o ? ` ;,�, o, , /� z ° / „_,w /,/0 A E G E R ENGINEERING OYLER SHORT PLAT
9419 South 204th Place DESIGNED: M DATE 6/8/03 FILE NAME JA -OY -2
283 Ken t, WA. 98031 DRAM: J7J
Phone No. (206) 850 -0934 CHECKED: SCALE 1' 20' FlELD Boa¢ PAGE
282 NO. REVISION BY APPR. DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 2 OR
FR. a �