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NOTES: 3p T.24N A F'UK i IUN of the N.E. 1/4, SE(; I IUN 5, 1 UWNSFi1F' Z,5 N., HANVE
` `OTE`�'• h 1/4 OF SEC. 5 -73 -5 T.�' 3N 1323.95' (P) Ngr45'28w N. UNE OF SEM 5 -23 -5 • .
PE7i PLAT � SUNSET NICLS
1. ABANDON THE EXISTING SEPTIC SYSTEM ON LOT 1. OF REWON COMML
CONNECT TO NEW SEWER MAIN. MONUMENT ND, 766
2. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO I
INFILTRATION CATCH BASINS.
3. EACH HOUSE TO CONSTRUCT INFILTRATION SYSTEM FOR N ¢
�►7 9 ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT.
O 4. IF THE PROPOSED SINGLE- FAMILY STRUCTURES EXCEED 1
a 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM a I Doe
A " AND REQUIRES TWO HYDRANTS WITHIN 300 FT. OF THE _ z I TAXI y34390 -2 40' LONG RoaF /currER
® g� STRUCTURE. DOWNSPOUT INRLTR4701V
5. TRENCH RESTORATION WITHIN ABERDEEN AVE. NE FOR THE (SEED 2' i r LEVEL I '
W (SEE DET. SHr. 4) ; FENCE CORNER IS I
FIRE HYDRANT PIPING SHALL BE PER THE CITY OF RENTON I W / 20' A '� 2.75' S OF PROP. I
04 155 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS 298 LSE I
[�, .o EAA>'19yTj, 252.66'
FOR AN AREA 1NLCUDING THE TRENCH AND FIVE FEET ON EACH w W n _ _ _ _ 75•ss_ cE ay LRVE 667s X--x - -►t-Ic I
t ''' gk" A SIDE OF THE TRENCH FOR THE ENTIRE WIDTH OF THE STREET. i ' 1-- - -- - - --� 90.25 �x= X =X--X� o L
Di tNl A THIS AREA WILL BE GROUND DOWN TO A DEPTH OF 1 -1/2 ". A ,� u I r I3OO I I �� 8 I K i 8 I
w Eti I L I ( fo' I 1600 SF HOUSE c- 33.29' x Ip
z 1 -1 /2" OVERLAY OF CLASS B ASPHALT WILL BE APPLIED PER i � I
® Me @ CITY STANDARDS. N15W WidbR S�ie& jR%w�i1nVj fm m1morin'". ,�0� � I I w I I (� Iii) j �0 � � f,�r t ; � I
1800 5 HOUSE x
IY, 6. FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR TO � cOOTPRI I � 10• I FFE: 300.0 1 �; }- IfEI1M'Q 8 I
EXCAVATION FOR THE INSTALLATION OF THE SANITARY SEWER 1 r i P ^`'"'� I gib I 6' PVC SIDE I 292 I j j ! I
MAIN. 8' 1 302, I SEWER O 2X !
I I i (2) 1' POLY WA 1 i EX 13c
I a s.2 U - - -_ -- -J SERNCE PIPES 1 1(2) NEW I 1 H• --
•� �oI IE_ 293. u/mry
L �' Io R_ 1I WATER
ESMT 10 SPH. D I noN/ UNE 1 / METERS x
-X X- 1X -X -X-I i
1 0 ! I;
GRAPHIC SCALE � � - - =_ - -- � -__ = L = =_ - -- � 11-•-
3 I 252 =an' SEWER
�. _ 1 inch fir,, R. 40' LONG /CLI17E'IP N88'172Si{' CAVE 315'
47, U g THE NSADUT ITLOEL END H. CoK4 CURB IN 20 ALT WIDTH ROAD ESMT. i
TRENCH, 2` MIDQ LEVEL O 1 0 20' PUBLIC 18 F[iGH e
■� I (SEE DET. SN( 4) 6" PVC SIDE' SEWER ESMT. SHED do GARAGE 0 i a ,
! c LEGEND:
SEWER O 27. CATCH BASIN TO BE REMOVED 2 '
! TYPE 2 -48
5 MAN HOLE #2 TYPE 1L (SOLID LID) (OBTAIN DEMO PERMIT STA 0 +3i ��
2. 8' LT 'i
c FOUND �� „pR AS SHOWN STA 2#GT� 5' RT I+ZQ.S STA }+32 8' LT FROM CITY) RIM: 4'�J�.'>F 2"19 T L
SPI RENTON SHrMT PUT NO. LW- 94- 07I -SHPL Sti'` - I
e 42 RIM- 999.5. 24458
II
1� Q
0
B
a
I'
fill1
J
9
w
cOo FOUND 1/s CORNER MOW
REC. NO 9406299012
1�qa
RIM. 991? -? 3 2.
IE: 99'x} 241e, o°1
IE: 99" (18" INFILT) 1
- IE:: L�9 (18" INFlLT) 96' LONG INFA_TRATiDN k
AS SFA'711N
�-
_
HYDOINT
I
(CITY STD DET BR28)
Zg5 z5 TRENCH FOR PRIV. ROAD �5'� IN
FOUND MONUMENT AS SMDRlY
N
IF
WEDGE CURB
N�' 24TH ST 2.5' WADE, LEVEL. (SEE DET.. ® C
• SET 5 18' REBAR AND CAP LS• 29537
CONF IOUS TREE (TYP)
I PPLAT
S U
�\
rS� /00TH ST J $HT 4) F I
N� Jl
O FOUND REBAR OR PIPE AS SHORN
DECIDUOUS 7NEE (TYP.)
S UNE NW 114 OF)fi€ NE 114 OF
SEC. 5-2J-5 1324.93' (P) (J
R/IY RIGHT --OF -WAY
(D)
DEED
�\
_
N6936'f0'E�'I ®M
(C)
I:+LCUU>£o
�
SPI RENTON SHORT PUT NO. LUA- 96- 102 -SWE
REC. NO. 9807299009
O
SINITARY SEWER AHNHOLE
303
® WATER METER
302
A
END
5§1 VffW-AY
_ _
I
11
301
WE CrV-7+
4T_�
_
_
v
FLOW LINE TO BE
DIRECTED TO CATCH
BASINS
W
7
W
2
7
20'
�-
EASEMENT
R
w
20' I
j A.C. PAVEMENT
2'
ASPAHLT rn
WEDGE CURB
l
/ 21 I
4" COMPACTED DEPTH
In yet CLASS "B" ASPHALT
a 2" MIN. COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE
4" MIN. COMPACTED DEPTH
CRUSHED SURFACING BASE COURSE
GRAVEL BASE MAY BE REQUIRED
PRI'rATE- ROAD SECTION
16 I I I I iY! - •,No,. -f;
a 6
N.T.S.
300
299
298
297
296
295
294 MAh
1 +98 srs
293
292
291
IE: 289.1
CASED MOW. 0.45' S.
0.26" E. OF V16M COR.
PER PUr of suNsEr Hus
FEX /Ex FH
l� FI•Ij�✓ N: 191335.806
E: 1303910.841
Go
I
0 CT Es
� I
r Q
I tI
CASED cow Iwal
I I
I I I EXIST. MAN HOLE
I RIM 298,91
gb I I IE 289.99 (8 ',N) EX
: I I 0 23' NORTH OF PRIV RD. CENTERLINE
STA 49 +43.5 (w 2825), 22.0' L)
I \; 1-16 "x6" TAPPING TEE (FL)
J ha 1 -6" GATE VALVE (FLxMJ)
I 1 -5 MVO FIRE HYDRANT ASSY
l J39 LF - 6" D.I.
301 I 1- CONCRETE THRUST BLOCK
- ---- t - - - -- a
I I PAVEMENT PATCH FOR HYDRANT. SEE NOTE 5
I ABOVE. (CITY WALL INSTALL METER PIPING).
25' RAD ASPH. APRONS ►•)
H I I I (BOTH SIDES)
SAWCUT 12" INTO EXIST ASPH.
SIREET AMME -%'W
n I =1><. 05 R 4)
ABERDEEN AVE NE"
vI I I
�I I NEW MAN HOLE
h s I STA 0+20,, 5' RT
N I g RIM: 208. 2Tq.3o
IE: 289:4 (E'.W) 240.1
y I
Dd IE: 489:4 (8 ",S) 7-go.9
W
I nxRro 7 COMC MON
N89'40 I7
CONNECT TO EXIST MAN HOLE
N: 191115.015, E:' 1303876.591
RIM: 299.15
-303 IE: 988:3 (8',S) EXIST. 240.13
1E: 280, (8 "N) NEW 240•3
-302 CORE DRILL AND RECHANNEL EXIST. MH
300
299 AS BUIL
- --29e AS - euILT- 1'e4?- F l et.ib S'V P-4F-Y
$`1 CRor.lES Ass�G . ot~t
297 1231 24
146_�
-,oa
RECOMMENDED FOR APPROVAL
BY DATE ." 6)
BY. / DATE. 4 2G oQ
BARiiLLSGa� DATE:•
Br. 6.' k=klala✓ ImIr. �wc 3o,2ee
290 290
O 1+1
CITY ®P' 1R3mrgT®I1q
2 +40 2 +00 1 +00 0 +00 289 DEPARTMENT OF PUBLIC WORKS
J. PR/LATE .ROAD PROFILE E 286 �WAT'ER, SEWER, rROAD
SCALE: HORIZ: 1 " =20' AND DRAINAGE /� -)14A
VERT.: 1•-2' J A E G E R ENGINEERING Ror swm SHORT PLAT
W,,, ` `x`03 , 9419 South 204th Place Dn*CD: JJJ DAIS: 4 /2My ME HAM' "-*&-I I
IavAL ti' Kent, WA. 98031 ORAma dJd
Phone No. (206) 850 -0934 a acxE t° .' 20' mw mm fto
EI61iIES 3 t NO.' REUSIOP BY_ APPR. DALE Fox No. (253) 850:. -0155 APPROEM VIEE11 ' ,2, OF. 4
SCANNED 044/e29.ad&;& �scil� -Tan _IDO k-:?p( 70z (W4117&y.
. n .. o
ROLL
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