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- --5: PUBLIC WALK & UTIU f'X
EASEMENT
T
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- 4027
- - - -
II
\
IATIVE
STA 0 +71
STA 31 +91
)RO
_
B, U GUTTER &
IRO C 0
EWALK
i
INSTALL 5' ASPHALT
• TRANSITION RAMP
I
1
STA SE H RT (FIELD AVE)
Sp,N�EWER MH #1 (STD MH -48 ")
LUA 06 -053
LS S6
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v
- +
- - �-
//
=
S89 °15' 45 "F
o4
a ¢
PC v°
PC +I
. - - ° +5512
_
5300 0 �
_
2 I
6 +D7.D5 'n
4
6 +52.38 7 +00
S89 1:15'45"E 7 +05.64 ,
I 1
ILL
-
170'- 8" PVC ®0.50 %%
PT \
CITY OF RENTON 1
n \
IF!
I
`I
S8 �'23' 224
6 +55.65 = 15 PVC 0 0.50 % /
i
I /
_
V -
SI WALK Os A`
1 � I ST A-1 5-8 - - - - -\ I7- -L-
\ 400
STA 0+91
SEWER STUB fiT SEWER STUB 26' MIN. 2% STA `Q++66 / 6 „SEWER STUB - - - -
6" SEWER STUB
26' 0 MIN. 2% - +E' - 402 26' ® MIN. 2% 26' ® MIN. 2% STA 0 +55 T)
26' ®MIN. 2% CT)
IE: 393.7 IE: 393.5 I' STA1 +70 2(SEWER MAIN) ' IE: - - IE: 392.9 _L 6° SEWER STUB t
STA 4 +�50- 5-RT ,(2nd PL) I -�
SAN SEWER MH #5 (STD MH 48 -) 31' 0 MIN. 2%1
-398 -- 1 ' RIM 40176
STA-1+2T- (SEWER MA I I IE: 393.0
`v I RI 3401. (8° PVC, E) OUT _ ._ STA 6 +24, 5' RT. (2nd PL) J '
2 g -- - _ _- _ SAN SEWER MH #4 (STD MH -48°
`J z H I IE: 392.71 (8° PVC, W & N) IN
z RIM: 401.95
i - - -_� I IE: 391.66 (8" PVC, SE) OUT
MIN FFE: - -- ° /
399.0 FFE: �� I \ �` IE: 391.76 (8" PVC, W & N} IN 398.0E
- --
398 -5 - -- I n` \MIN FFE:
I I / I 398. ��� QQ� 398.0
FE:
MIN FFE: I I 25
I i 398.5
" -HtCLH WOOD FENCE ALL 1
7.5 - I -' AROUNDY PP OF POND _ - STA 2 +17 I
-- (S�\ E-E � DET. SHT. � 3
3 -'
_ 6" SEWER
ST- UB 4-il-4 - - 26' ® MIN. 2%
i- - 398 _ 39 IE: 390.9
397-0 - w-t- - - - -- MIN FFE: me- n _ 398.0 10' Water eas - _ - -- -
/10' Rec . 840!1,05 = _ _ 94=
3_
- - - _ -
----- - ____ __ 39- I 1
- - - - - - - - WEP
_ - - - - - _ - ----- - - - - --
-
- -- - RT
-- � 84 ( RM .
III - - - -- 40 )
-1 1
EX. CATCH BASIN 3
\TRACT
MIN FFE: RIM 397.02 IE
I 11 I 398.0 18" ADS NE 394.11 TE
- -J 18" ADS I W 394.4 I
1z' REMOVE
\\ \ \`(REMOVE) STA 1 +s2�
\\\ --- - - - - -- - -- I I I! I I I I I I I 98�
6 SE STUB
15 DRAINAGE 26 N 2%
- -- - --
- - - - - - - ASEMENT I
1
390.6
IIII'III`- 3$9 - -- - s? 6 / \ \ \ \�\�7 - -38° r�°z 0--- - - - - -_ - IIII --- - - - - -- -- - - --1-
_
I I
12' WIDE RA
ACC
=_ - - ROAD ®Max. 154 _ = =_ = - �- - -7: ro - -- - -- -
-- -___ _ - __- _- _ - -___- 38 - _aWL- . =_-- 12' DOUBLE 5' PUBLIC C }
SIDEWALK
SWING GATE & UTILITY EASEMENT
15' WIDE GRAVEL ACCESS/ 3•�
ROAD ® MAX. 15% 1 6' HIGH WOOD FENCE STA 1 +30 1
AROUND TOP OF POND 6" SEA STUB
�qp0 (SEE DET. SHT. 12) I \400 E6 90IW, 2% I `
I SWING GATE NOTE: SIDE SEWER STUBS �3 I
12' WIDE GRAVEL_ 1 MAY BE RA SED TO BE ADJUST EXIST. MH RIM 1
ACCESS ROAD 72 I MIN. 5' BETW \ TO NEW ROAD GRADE 11
EX. STORM DRAINAGE MANHOLIt
LOT /HOUSE FIRST FLOOR RIM 396.11
n
ELEV. AS PROVIDED BY I 36° ADS N 386.97 IE (Ex S�)
36\ ADS S 386.93 IE (EXIST)
3 Est r BUILDER. �--- -
yyyjfff N€E // T
T MI MIN FFE
I' 398.0 398.0 , 36 7 ' /�
L( I I I 1 MIN FFE I MIN FFE. 42
6T SEWER STUB I I I I
398' 6" T SEWER STUB
36' ®MIN. 2% I 1 0 26' ®MIN. 2%
STA 1 +20 ° IE: 390.3
6 rroed fence) IE: 394.0 6° SEWER STUB I STA 0 +80 STA 0+09
1 6" E MIN. STUB 1 6° SEWER STUB 6" SEWER STUB
xi 12' TO BE DEDICATED 3 0 MI 36' ® MIN. 2% 36' ® MIN. 2%
- \ ' AS ADDL ROW ^ I IE: 391.4 IE: 389.6 - -
�
II
11
o� I Itd
�I I
I I
to ( I
II I I I
0
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I
II
I III
I II
I it
111
I i4
'',EX. DRAINAGE POND 6- cyclone fence 5' X Yclonex• \R_e L
x
�-- -x -.x- Gate-
S A 0 +38 SEWER MAIN
STA 7 +22.5, ® C.L. (FIELD AVE)
Gate SAN SEWER MH #3 (STD MH -48 ") \
RIM: 401.06
IEt 391.19 (8" PVC, SE) OUT -S89--F-23-44"E
IE: 391.29 (8" PVC, W) IN 17
- -i
is- CONCRETE CULVERT
STA 3 +07 (SEWER M *)
STA 7+62.p, 2 RT. '(FIELD AVE) �pROPOSED
SAN SEWE MH #2 (STD MH -48 ") CONTOURS
RIM: 400.65 \ (n,p) /
IE 390.91 ( PVC,) OUT
IE 391.01 (�" PVC, 14W) IN 1 i
STA MH I MIN FFE:
6" SEWER STUB `\ 396.0
IE: ®MIN. 2% 4 8
E: 392.0 � -
- - - MIN FFE:
' 397.0 /
MIN ('FE: 4' HIGH RETAINING - I�
STA 2+61 4' 395.0 I I WALL WITH 4' TALL
6" SEWERS� 1 I BLACK VINYL CHAIN I
2fU�� LINK FENCE ON 25'
42' 0 MIN. TOP BUFFER
IE: 391.9 ADJUST EXIST. MH RIM \ I I' n
TO NEW ROAD GRADE
EX. STORM DRAINAGE MANHdLE
IM 397.48 STA 2 +25
I ADS N 308.06 IE (EXI T) 6" SEWER STUB
6" ADS S 388.08 IE (EX\IIST) 150' ® MIN. 2% L
- - 2 ! ill IE: 393.9
• a
C.-.O. � m
W
NATIVE
` GROWTH
1 � I
STA 2 +22 PRO TEC710
n l I 6" SEWER STUB EASEMENT
I
STA 1 +91 1 \1450 ® MIN. 2% C O
6" SEWER STUB IE: 393.9
*MIN. "
4 r
IE: 391.1 �
IE: ``iJ �
Ld
MIN FFE: ,\ 4 9
395.0 1
MIN FFE: m
1 397.0 Q 1'
\ w 1
Do
N I II '�'
4. FEI�C� ALL
4' HIGH RETAINING WALL / AROUND P OF
lP�IND
WITH 6' TALL SOLID 3' (SEE D 1, SHT. 1,2
WOOD FENCE ON TRACZ' /
1 1
I STA 1 +66 LINE (SEE DET. SHT./ 1)
-
6" SEWER STUB I 1 I
42' ® MIN. 2% 4 4 r/- - - 3893
IE: 391.1 I I" I - 387§ W:R.-
IN FFE: i- g�
9p 95.0 f 3 -I
�fRAC
4' HIGH RETAINING WALL
/WITH 6' TALL SOLID 1 \ 1 6' BERM I
WOOD FENCE ON TRACT
LINE (SEE DET. SHT. 12)
° STA 0 +91
° 6" SEWERS l U B 12' WIDE GRAVEL ACCESS�I
i 42' ® MIN. 27 ROAD ®MAX. 15% I'\\
IE: 390.8 ij 12' DOUBLE 1
�/�T SWING GATE
I \ MIN FFE:
L111395.0
11111 IIII
if
'a• j I�
J
SIDEWALK
I,
CH
Sill WALK
30 - - - -,- - - - - -EDGE- EX.- PVM-T-
---- li - - - -- - - - - -- -- - - --E_P - -P - - - 16'-� - - - - - - -' - - -� - - - - - - - - - - - - - - - - 31 +00 / 589 °24' 44 "E 32+'00-
- W w _ W w W u' W W W W Flow line of {hickene� eage - 29 30 +45.48 1 /
+35.
2 water NE 2nd S
.� - 2 +99.71 N84'4501 "E i
27+ 89'15' 45 "E ®�
F, ,S 28 +00 11' g° valve
S
- T
207s4 �� 6itlewa lk DWY. I pWY. Si tlewa lk
per` /OJVAL` \'�� '"XI ST. SEWER MANHCLE EX. CATCH ASIN
v LAURELHURST RIMRIM 40T ; RIM 400.06
8" " PVC E 392.53 IE 12" ADS N 396.32 IE
t,J EXPIRES 3 1 2008 8 PVC S 392.80 IE 12': ADS w 396.25 IE
12" ADS E 396.26 IE
ENGINEER: JAEGER ENGINEERING
9419 South 204th Place 1. PER CITY REVIEW
Kent, WA. 98031 2. MOVED POND /LO
Phone No. (253) 850 -0934
°z FOX No. (253) 850 -0155 NO. REVISION
S
(SPLIT RAIL FENCE
TH WETLAND
II
IGNAGE
IATIVE
STA 0 +71
STA 31 +91
)RO
/ -
_ -_-
B, U GUTTER &
IRO C 0
DEWALK.
:ASEM T
INSTALL 5' ASPHALT
• TRANSITION RAMP
I,
CH
Sill WALK
30 - - - -,- - - - - -EDGE- EX.- PVM-T-
---- li - - - -- - - - - -- -- - - --E_P - -P - - - 16'-� - - - - - - -' - - -� - - - - - - - - - - - - - - - - 31 +00 / 589 °24' 44 "E 32+'00-
- W w _ W w W u' W W W W Flow line of {hickene� eage - 29 30 +45.48 1 /
+35.
2 water NE 2nd S
.� - 2 +99.71 N84'4501 "E i
27+ 89'15' 45 "E ®�
F, ,S 28 +00 11' g° valve
S
- T
207s4 �� 6itlewa lk DWY. I pWY. Si tlewa lk
per` /OJVAL` \'�� '"XI ST. SEWER MANHCLE EX. CATCH ASIN
v LAURELHURST RIMRIM 40T ; RIM 400.06
8" " PVC E 392.53 IE 12" ADS N 396.32 IE
t,J EXPIRES 3 1 2008 8 PVC S 392.80 IE 12': ADS w 396.25 IE
12" ADS E 396.26 IE
ENGINEER: JAEGER ENGINEERING
9419 South 204th Place 1. PER CITY REVIEW
Kent, WA. 98031 2. MOVED POND /LO
Phone No. (253) 850 -0934
°z FOX No. (253) 850 -0155 NO. REVISION
S
S EXIST. 8" %EWER ® 2.10%
- PVC ®0.50% 1
S 29 +Sp.1s S
EXIST.
STA 0 +71
EDGE-EX- PVM-T. -
----------=------
/ -
_ -_-
-S�
8" SEWER (REMOVE)EX.
cA
RIM 397.58 I
12" ADS S 394.51 IE I
I
1
STA SE H RT (FIELD AVE)
Sp,N�EWER MH #1 (STD MH -48 ")
LUA 06 -053
LS S6
-
-
- - �-
//
=
.RIM: 397.5
;
}-
Site 2 benchmark
Power CO
vault
rJ Si. ® Ls
Sidewalk
NfaL
I
I 1
ILL
IE: 389.28 (8" PVC, SW) our
IE 389.38 (8° PVC, N) IN
CITY OF RENTON 1
et K nal in top Of
Elevation: 399.49 feet
Curb Seam E N
RIM 398.68 ` I
12" ADS E 393.87 IE
ADS W 393.87 IE
t
/�•o Hydrant
�a -MANHOLE
�°' RIM 398.99
// /�a 8" PVC E 388.65 IE
RIM 397
RIM 397.
8" PVC W 389.12 IE
IE: 389.22 (8 ",NE) NEW
RE- CHANNEL AS REQUIRE
RECOMMENDED FOR APPROVAL
DEPARTMENT OF PUBLIC WORKS
SEWER PLAN I
12"
12" ADS S 393.84 IE III
LS
SB
F. 8" PVC W 388.63 IE
8" PVC S 388.47 IE
II Stop sign
1
Ex. CATCH BASIN I
RIM 391.37 - 1
(,7
(
e 1 benchmark
BY:
DATE:
MAGNUSSEN PLAT
ul
EX. SEWER MANHOLE
12" ADS N 394.47 IE
12° ADS W 394.47 IE
Set
PK nail in asphalt
B :
DATE:
1 -12 -07
120
8" PVC N 387.70 IF
8" PVC SW 387.50 IE
1
Elevation:
396.98 feet
DESIGNED: JIM
DATE: 11 2 06
/ /
FILE NAME:
TS
6 -1 -07
20 0 10
40 LAURELHURST
I I
BY;
DATE:
DRAWN: Tdd
CHECKED: JJJ
SCALE: 1 " =20'
FIELD BOOK: PAGE:
6. 6mimi
DATE:
APPROVED:
SHEET-6 OF- 16
BY
BY
APPR.
DATE
1 In Ch = 20' ft.
t�
CD'. 5- 331602 WAVM ®EG111132m,