HomeMy WebLinkAboutWTR2702998.1A PORTION of the S.E. 1
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O EXISTING CENTERLINE GRADE
402
�o
STA 0+29, 9' RT �' CUT \
1-8"x6" TEE (MJ x FL) 401
1-6" GV (FL x MJ) K " *
1-8"x4" REDUCER (MJ x PE) °
1-4" GV (MJ x MJ) 400
E" 1-5" MVO FIRE HYDRANT ASSY
18 LF - 6 D.I.
1-CONCRETE THRUST BLOCK 399 36" MIN.
� ar -
398
a E4 STA 0+17, 9' RT -_
w WET TAP EXIST. 10" D.I. 397-
•t� E 4 1- 10"x8" TAPPING TEE (MJxFL)
Q; 1-8" GATE VALVE (FLxMJ)
A 1-CONC. THRUST BLOCK 396
A395 'U. mmllv
Q394
NEW MAN HOLE
STA 0+4.6, 2' LT
W RIM. 399.5+/- (MATCH GRD) 393
IE.• 387.7 (10, N, S) EX -
lE. 387.8 (8 ; E) NEW 392
PLACE OVER EXIST. 10"
(CONTRACTOR TO CONFIRM
INVERT ELEVATIONS) 391 0+0
r 390 - --
wZ 4-; ---
o 389
o Ne o SAWCUT EXIST PAVEMENT, PATCH PER CITY
3 OF RENT❑N STANDARDS (SEE NOTE 5 STA v I 9' RT
ABOVE), PR❑VIDE 26' WIDE ASPHALT 1-8"x6" TEE (MJ x
Zj .o OVERLAY, 1-6" GV (FL x MJ) >rl-v
23
4,
PROPOSED CENTERLINE GRADE
SS TEE RT
@ 0.50
0
1 " D.
1 4""x4"
JSTALL:
T. CROSS
'OLY PIG
., W.M.
SS TEE RT SS TEE RT
PRIVATE ROAD PROFILE lE
lE.• 389.30 ®3+ 17
C"I 1-8"x4" REDUCER (MJ x PE) KING COUNTY TAX PARCEL SCALD H❑RID 1'=20' VERToi 1'=2' Ca 2+40
�„I W _ z NO. 092305-9187 GV (MJ x MJ 1"1 a 1-4
U � STREET NAME SIGN (SEE DET. SHT. 4)
"PRIVATE RD" & 'ABERDEEN AVE NE" Q 1-5" MVO FIRE HYDRANT ASSY M ' CONSTRUCT A 4' HIGH SOLID WOOD FENCE FOR
z w3 W 18 LF - 6" D.I. 26WIDE PRIVATE STREET EASEMENT
AVE.NE
:3wI II N� WTHE FIRST 20' FROM MONROE
I ? I 1-CONCRETE THRUST BLOCK
CENTER OF SECTION 9-23-5; a &PUBLIC WATER SEWER EASEMENT ' THEN A 6'
HIGH SOLID WOOD FENCE FOR THE REMAINDER OF
FOUND CONC. MON IN CASE w I I M 3 o i END NEW SIDWALK ® PROP. LINE THE NORTH, EAST AND SOUTH PROPERTY LINES.
W/NAIL, PER ROS 118-188 o o WITH 5 ASPHALT GRADE RAMP
v (VISITED SEPTEMBER, 2002) N rI Ca 100 LONG BIOFILTRATION SWALE
II I n o I CB #2 (TYPE 1) 12" DEEP, 1' WIDE OTTOM, 2:1 ,
Q 5 WIDE LANDSCAPE STRIP
X N w "BIRDCAGE GRATE" SIDE SLOPES, CENTER SLOPE. 0.590
EXIST. POLE TO REMAIN w I XI m m 3' HIGH CONC. BETA/NhNG WALL 319' - 8' P V C
RIM. 338-- 39�r. S I ALONG NORTH PROP. LINE
g NEW MAN HOLE wo I I lE. 395 -5 '=sg ta.5 SWALE FL.: 399.5 SEWER @ 0.5 0 % 20' WIDE PRIVATE DRIVEWAY EASEMENT
�{ STA 0+4.6, 2' LT ° SW LE F.L.: 398.5 QUARRY SPALL END WEDGE CURB
/� (MATCH GR ' " i WEDGE CURB
� 39Q.i RIM: 399-5+ � 2 - 8 CPEP ®2.5% RIP RAP
69.02'
( N,S) EX II _ 1 _ 2 5.84' /
~Q 3eqplE: 3�ixi 1 D , 3 30.01 ' .� ',3D50'21 'E N. LINE OF THE SE 1/4 OF SEC. 9-23-5
a .WE.• .,4 (8 , E) NEW I e II I I
-� 61.02' - -
PLACE OVER EXIST. 10" m �, -- - --
(CONTRACTOR TO CONFIRM II 1 - - ---------_� ---- - a� E------- -- -- -------- ------ - - - - - -
INVERT ELEVATIONS) 10+00 0 3 9. .4 0+50 o f 1+00 } I- - I - - 3+00
N 1 +50 2+00 O - - -t - - - - - - ---NEW 20' WIDE1,399N 6 LF " D.I. N 2+50 0 �-_END A HAL 1� ®2+58
CONCRETE DRIVEWAY I WATER MAIN ;- 10'x 5' PUBLIC WATER
�a PER CITY STDS. ST(1B_ .•_,395_23 --- _� � ES
I I II -----}-- ._ _� � Es889'I � - T - ` -
EX I 4`'' CB #1 TYPE 1),SOLID LID 25'-8" PVC goo I /
d STA 0+17, 9 RT MH❑ I RIM. '349.97 p Eo.goo ., 38.79' 0 Ui L - -- --- CB #3 l 1
6 PVC o m RIM. 489-9. o
WET TAP EXIST. 10" D.I. EX I EX IE' 3�S f� C+-�', 394. 3(:';� IPE ® FOR D 88°3924 h. ° 4 1.1 X
1- 10"x8" TAPPING i CB 17'- CPEP C3cE� RQ F DO SPQUT GRAIN STUB ti 20 -6 PVC lE. 3 �`Tra qS
• Q IE• 3 0.25 6' PVC SIDE SEWER -�
TEE (MJxFL) IICB I I 12 LF " D./. WATER MAN �02 3Q(°•� @ 2% (IEI (2) NEW 3/4 WATER o0
p 22' �t - SIDE METERS TYP
1-8 GATE VALVE (FLxMJ) I 3 Z NEW 3/4 WATER WEIR 389.7 ( )
1-CONC. THRUST BLOCK ; I II I "�� ( wo (TYPE 1) I SIDE METER (TYP) @ / ., ,
RIM. • 98.6 I I x5 BLIC 6 C 5 x 10 PUBLIC
IE.• 3 4.0 SEWER AW WA T EASEMENT (IE' END SPH D AlN STUB WATER EASEMENT
o' 30' LOT l I 389. 1) l . 397.26
I I Qj 1 2 N '49'03'E �.
I II I o, 9833.93 SQ. FT f I EXISTING HOUSE I �, �0 PRIVATE DRIVE AY EASEA4 9" � LOT 4
J I Z 0 0.23 ACRES± I FTPRNT. J o LOT 2 o �98 6642. 16 SO. FT. t
m FFE. ss7 SQ. Fr f r LOT 3 " �'
400.0
I 6063.98 SQ. FT. f o of \ 0. 15 ACRES±
v 0 400. D - - - _ 0. 14 ACRES± o 0. 16 A8 SQ. FT f rn 6 PVC
A A I m o o0 0 0. 16 ACRES± o DRAIN STUB FFE.•
r FE, r' 1E. 397.41 399.5
o � T. WM �, � FFE.• 39s
a✓ I w I v-TO MAIN rn o 400.0 39 .5
d
C- WMET FOR L T 1
�98.91 ' CHAINLINK FENCELINE
LIJ
m�I I i
�j 199. 90
II II k .�� z I END NEW SID WALK
I
LO
I n N of I
m I I II o b "'of
"' 5.0'
cp
Z
O IZI 3 i \
�P II � o I
MAX. WATER SURFACE
Q �I c 100 YR.,24 HR. DESIGN STORM
v w I FLOW (DEVELOPED CONDITIONS)
0.79 FREEBOARD
I m I I 2 (MIN) 100 YR.
p 1 O
Ln
�a
z
> I DESIGN (2„ YR)
ILL! ? DEPTH= 4 ACT DEPTH=0.21
0 2.00' 1.00'
m Z GRASS COVERED BOTTOM
AND SIDES (SEE SPECS)
61. 3 .9
88.52'46 ".98'- - 29� - �. _ 66.9 1' _
N88'50 21 "W 95.95 �
12" DEPTH
,
m
NOTES:
402
1, DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INT❑
BI❑FILTRATI❑N SWALE,
401
2, EACH HOUSE ROOF/GUTTER DRAINS TO CONNECT TO THE
DRAINAGE SYSTEM WITHIN THE PRIVATE ROAD AND PIPED
400
INT❑ THE PUBLIC DRAINAGE SYSTEM,
3, IF THE PROPOSED SINGLE-FAMILY STRUCTURES EXCEED
399
3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM
AND REQUIRES TWO HYDRANTS WITHIN 300 FT, OF THE
398
STRUCTURE,
4, FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRI❑R
397
TO EXCAVATI❑N FOR THE INSTALLATI❑N OF THE SANITARY
SEWER MAIN AND WATER MAIN,
396
5. ALL TRENCH REST❑RATI❑N SHALL BE PER CURRENT CITY
395
OF RENT❑N TRENCH REST❑RATI❑N AND STREET OVERLAY
REQUIREMENTS,
394
kPINJ
391 SEWER CLEAN OUT
STA 3+24, 2' LT
RIMI 398.0
390 IEI 389.40
%mt
3' HIGH RET. WALL
WEDGE CURB TO END
AT EAST END OF
BIO-SWALE
z 26'
J EASEMENT
7' 13'
w
o_
a 6' 20'
~ 18" A.0. PAVEMENT
z l
1 _ 2%
BIOALTRATION
SWALE
wm,29904802
_ 15' PUBLIC SAN. SEWER
EASEMENT
SEWER CLEAN OUT
STA 3+24, 2' LT
RIM: 398.0
IEI 389.40
14'-6' PVC
SIDE SEWER
@ 2% (IEI
389.97)
STA 2+63 INSTALL:
1- PERMANENT 2" BLOW OFF ASSY
1- 4" D.I. CAP (MJ)
1-4""x4" VERT. CROSS
r7 \ (FOR POLY PIG)
1- CONCRETE THRUST BLOCK
�= GRAPHIC SCALE
w 20 0 10 20 40
0
( IN FEET )
1 inch = 20 ft.
2
I
w
z
J
z
ILL!
w
0
Q
W
-ASPHALT WEDGE CURB
WHERE SHOWN
Ll-
O
L
4" COMPACTED DEPTH
U
CLASS "B" ASPHALT
(MIN 2 LIFTS)
m Uj
2" MIN. COMPACTED
DEPTH
CRUSHED SURFACING
TOP COURSE
o
00
4" MIN. COMPACTED
DEPTH
CRUSHED SURFACING
BASE COURSE
GRAVEL BASE MAY BE
REQUIRED
PRIVATE
ROAD SECTION
PROPORTIONS
PERCENT
PERCENT I
SWALE SEEDING
BY WEIGHT
PURITY
GERMINATION I
�c, J.
SPIKE BENTGRASS
50%
98
90
of wAsy�
�4
(agrositis exarata)
I
WESTERN MANNAGRASS
15%
98
85
(glyceria occidentalis)
20734 (v
N.T.S.
Ns- BL)iLT
)�S - BUILT
5ASED oN i Imp SVR-Ip_-f
a3i c p C)"Es 4
3-UL`1, Zoo4-
so
04-
11
RECOMMENDED FOR APPROVAL
BY."�ttj- DATE.• I b
BY.• : �AA,w s�v�C�i'�- DATE./I lAl(
lids pb W, CO&O v A%� Jar►. lick ! 2 4
BY. /21 DATE.• / D
?�T
BY. �'�+w.�� DATE.•
SHORTAWN FOXTAIL 15% 90 80
(alopecurus aequalis) FSS GISTE \
SCAN�►E) APR 2 2�`" ONAL E 1, I�®'�"'
SAWBEAK SEDGE 10% 98 90 C I'TY o f R E N T O N
(carex stipata)
SCANNED MAR 29 .2601 EXPIRES: 3 1 2004 DEPARTMENT OF PUBLIC WORKS
SPIKE RUSH 10% 92 85
(eleocharis palustrisROAD, DRAINAGE
BIOFIL TRATION SWALE SEED MIX ENGINEER: SEWER & WATER PLAN
JAEGER EN GI N EERI N G
BIOFILTRAPON SWALE JAY HILL SHORT PLAT
(01 N.T.S. 9419 South 204th Place DES ,ED. ,►JJ DATE: 11/8/03 FILE NAME: HILLSP-2
�o
N►1w N
l0 lip - a SOPS 1 NE 7TH STREET 588.50'43'E(P)
�z 1618.677-P) S88'52'17'E(M) -
Kent,
Phone No.
WA.
(206)
98031
850-0934
��
W- 22 9',TO i
r - J: T.TJ
CHECKED:
SCALE: 1" = 20'
RE!D BOOK: PAGE:
NO.
REVISION
BY APPR.
DATE
FOX No.
(253)
850-0155
1'7% 95'0i
APPROVED:
DIREC70R [IF PUBLIC WORKS
SHEET: 2 OF: 4