HomeMy WebLinkAboutS-299802i
i
k
A P ON of the S.E. 1
EXISTING CENTERLINE GRADE
402
STA » 0 ±2d, 9' RT CUT _ .00 1 -8 xd TEE (MJ x FL) 401 ON
1 -6" 4V (FL x MJ) WO`% moo
1 -8"x4" REDUCER (MJ x PE)
1 -4" OV (MJ x MJ) 400 -�
1 '•-5" MVO FIRE HYDRANT ASSY
1 e LF - d" 0.1. 399
1- COI�ICRETE THRUST BLOCK 36 AI/N.
� 398
1 STA 0 +17, 9' RT
WET TAP EXIST. 10" D.I. 397
O 1- 10"xe" TAPPING TEE (MJxFL)
1 -e MATE VALVE (FLxMJ) ;Nmmmwm mow
a
1 -CONC• THRUST BLOCK 3g6
1 " 393
1 .. MOUIPY of V~
394
pm ma I
STA 0+4.6, 2' LT
I W. Mg.5+1- (AM TCH GRD) 393
IE: 387.7 (10;N,S) EX
ALD 387.8 (a ;E) NEW 392
PLXE OrER EXIST. 100
(CONM4CMR 70 CONFYRU
#MRT ELEVAnONS) 391 0+
390
z
0
389
SAWCUT EXIST PAVEMENT. PATCH PER CITY
OF RENTON STANDARDS (SEE NOTE 5 9' RT
-
ABOVE), PROVIDE 26' WIDE ASPHALT 1 -8 TEE (MJ x
"r x6 r
Z OVERLAY. 1 -6 GV (FL x MJ)
fm*
f
PROPOSED CENTERLINE GRADE
0.8
SS TFE RT
STRUC
m
PRIVA TE ROAD PROFILE
1 N*$ v `•t •v•vvv•
PERCENT
`-
NOTES
402
1. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO
WIN
BIOFILTRATION SWALE,
401
2. EACH HOUSE ROOF /GUTTER DRAINS TO CONNECT TO THE
DRAINAGE SYSTEM WITHIN THE PRIVATE ROAD AND PIPED
" ' 400
INTO THE PUBLIC DRAINAGE SYSTEM,
-- ...._
3. IF THE PROPOSED SINGLE - FAMILY STRUCTURES EXCEED
.,, 399
1
3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM
`' -�
AND REQUIRES TWO HYDRANTS WITHIN 300 FT, OF THE
IND
+ � 98
STRUCTURE.
»
»
4, FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR
1 4 " "x4" T. CRoss 97
TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY
OLY PIG)
SEWER MAIN AND WATER MAIN,
96
5, ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY
395
OF RENTON TRENCH RESTORATION AND STREET OVERLAY
SS TEE RT
IE: 389.30
I- -B "x4" REDUCER (M x PE) KWG COUNT' W PARCEL SCALE, HORIZi 1' =20' VERT., 1' =2' 02+40
STREET III W StON LET. Sf ff. 4 1- 4" GV ( MJ x MJ) NO. 092305-9187
V ATE' RD" O " AW NE" 1 -5 0 MVO FIRE HYDRANT ASSY
18 LF -- 6" D.I. 26' WIDE PRIVATE STREET EASEMENT CONSTRUCT A 4' HIGH SOLID WOOD FENCE FOR
I
CVfr OF SECMN x -z3- I 1- CONCRETE THRUST BLOCK PUBLIC WATER, SEWER EASEMENT HIGH�SOL D 20'
WOOD FENCE FOR THE REMAINDER OF
FOEM G101NIC mw NV 04W I I � � END NEW SIDWALK O PROP. LINE THE NORTH, EAST AND SOUTH PROPERTY LINES.
IF/WA, WA, AM NOS 118- l WMi S ASPHALT GRADE RAMP •
(03M , 2W2 2 100 LONG BIOPIC TRATION SWALE
I I CB 12 (TYPE 1) 12" DEEP, 1 ' WIDE 110TrOM, 2:1 •
" SIDE SLOPES, CENTER SLOPE. 0.5X' S W/D£ LANDSCAPE STRIP
E�CrS1: POLE m RE'A911N �� 79ilMPOCAGE GRATE` I � �-
RIM. 398:6- 944 3 HIGH CONC. RETA/N�NG WALL 3191-89 PVC ALONG NORTH PROP. LINE
AMN VOILE I /E: ' -3 s9to0'� SEWER e 0.50% •
N SWALE F. L.: 399.5 20 WIDE PRIVATE DRIWWAY EASENE'NT
• STA 0+4.4 21 L Sw E F. L.: 398.5 QUARRY SPALL END WEDGE CURB WEDGE CURB
•� Rol: �+5f/ (mm'I - a CPEP O 2.5Z RIP RAP
(io oN,S) EX S4W50 21 �. 5.840 N. LIN£ OF THE S£ 114 OF SEC. 9- -
�. �i ,E) W W ... ... / ?3 1
I � I ... �_ ... 61.02' ....
PLACE OR EAS 10` �1 -- - - 69.02` .- - - - _ _ .- _,.,
m �.ior►r _ - -- ------
__ _ ___ -- _ __ -_
I1WE�T ELE1�M11C�fs + : 0 +50 1+ - 1- I -. --
0 00 J +00 C
1 •; ' .i N ,� h - 1+50
2+00 -- -- _
lI1�' �' 1110E ► °f 2 +50 0 ___ -- D _ _ ��O 5a
CONCRM �Y ` D.l. - SAO
WATE 10"k 5' PUBLIC WATER
r r
PER GYT1"' SIDS: -_ _ '_ SIB �9� 98.89 - -- - -- - -- - - _ ES
! - T
! r I C8 1 ?),SOLID LID • _ +
we
'�- 1 �r • r STA 0+17 9' RT I I 25 a PVC R 25.W* °b _ -- ,(3
R`r' - _ s •1� ; ` D• B" Pte' v eR'39 �24 o� RIM: 464 1.1
WET TAP EXIST. 10 D.I. x
E1r EX /E• PIPE O FOR DRAIN STUB ryh. 20' -6' PV IE:
1- 10 xA" T , CR I 17 - CPEP f D0
' CB s IE. 6' PVC Q` SIDE SEWER ., ,---
TEE MJ ) ,. �, .,, 2 NEW 314" WATER
N �• f2 LF D. I, WATER /N � - � � . SIDE a 2/. <IE� � /
1 8 GATE VALVE (FLxIMJ) 1 T Z NEW 314 WATER WER 3$9.7 METERS (M)
1 CONC. THRUST BLOCK I (PME ) I METER (`1'YP)
' I RIM: 98.6 I sly e % s" s x 10' PUBLIC
x5 BLIC
�� 4.O I SENDER �"' WA EASEMENT CiE END PH D N STUB WATER EASEMENT
O) LOT 1 I I h 402 3$9. 1> '49103T l: 397.26
9Q33. pc t f7: f I ExMYM HOUSL I PRNATE D AY EASEME LOT
I frPRNr. a "010 6642.16 SO FT.*
o FFE: 867 SO. fTf F N LOT LOT 3 - 0.15 AcRfsf
1 6063.98 SO. Fr. f "
I a 0 6954.58 SO. fT. f a
I I 400' L -. - 0.14 ACRESt °f '' 0.16 ACRESt PbC
O"N STUB FFE.•
h +� IE: 397.41 99. % ,� FFE. 39 3 5
I M'M a n 400.0 s
1 liq - � N � o $; � 39 .5
to+ 1 CMWLW fNCE - mi 41111b 6 t
� 199.90
+ END NL'w S/ ALK
Q ,
w ri
w
,� I o
1 . I w w 5.0'
II
Ir
MAX. WATER SURFACE
d T- 100 YR.,24 HR. DESIGN STORM
o I
I FLOW (DEVELOPED CONDITIONS)
1 � I 0.79' FREE
100 YR.
2 (MIN)
_ i, -
0 "(2 • 4" ACT DEPTH•0.21I
1.00'-
AMCOVERED PE0
SoS SEE SPECS)
3 +00
SS TEE' RT
IE. 389.69
03+17
12" DEPTH
�
. 8 4110.
NW50'21 V 95.95'
SWALE SEEDING
SPM(E 9ENTGRASS
(eyrortha ezwuta)
WEST[" MANNAGRASS
(f4veria occi n salts)
%OMANM FWAIL
SAWefA1c SEDGE
(rags sl*to)
SPWE RUSH
BIOFILTR4TION SWALE
I
N.T.S.
NE 7 FH STREET sexso•4u
ROLL 1'9•.7
REQUIREMENTS,
394
393
392
391 SEWER CLEAN OUT
STA 3 +24, 2' LT
39D RIM, 398.0
� ,4
3' EACH RET. WALL
15' PUBLIIC SAN. SEVER
EASEMENT
WEDGE CURB TO END
AT EAST END OF
810 -SWALE
W
z 26'
� EASEMENT
79 3'
6, ,
a. Ir 20
AX. PAVEMENT
z
9I0FlL1RAl10N
'-SWALE
F �I
Z
W
- ASPHALT WEDGE CURB
WHERE SHOWN
0
PERCENT
`-
BY WEIGHT
4" COMPACTED DEPTH
V
CLASS "B" ASPHALT (MIN 2 LIFTS)
CD W
2" MIN. COMPACTED DEPTH
o
SURFACING TOP COURSE
CRUSHED
O
•
4" MIN. COMPACTED DEPTH
ae
CRUSHED SURFACING BASE COURSE
GRAVEL BASE MAY BE REQUIRED
STA 3 *21, z- °T'T
PRIVATE ROAD SECTION
RIMh 398.0
IEe 389,40
N.T.S.
14' -6' PVC .r
SIDE SEWER Jej Cry �!
W
! 2% CIE
o
389.97)
SIAA
INSTALL:
1- ANENT 2 SLOW OFF ASSY
11- 4 0 D.I. CAP (MJ) O 1 4 x4 VERT. CROSS
(FOR POLY PIG)
'0000' 1- CONCRETE nMST BLOCK
0,%
dh
' ' ' ' GRAPHIC SCALE
..
20 10 so ,o
'o .
w
(01
IC Qd- s99d•� 3' - j�'•' �
PROPORTIONS
PERCENT
PERCENT
BY WEIGHT
PURITY
GERMINATION
. J
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sox
ae
so
i � ��
1sx
ae
es
,ss
90
so
pox
SGNMUED APR 8 E ;0#4
sCA1NrED MAR !! �f
lox
92
85
QS - 8U1 LT
AS- BUILT REV1sic►4s
5PMD oN FIELD SuRq"
jbL`I , Zoo 4-
so
04
RECOMMENDED FOR APPROVAL
er.• ate:• Ylylwl
��I60s�a. Z'e er.�a��
•✓ Sr. 14 20"
mm� DATE:
Bra "N+�� ��J A4TE: //I 1p
CITY OP' RENTON
DEPARTMENT OF PUBLIC WORKS
ROAA DRMNA G
810riL irrAiIviv SWALE Attu AnX �
JAEGER E I SEWER & 1�ATER PLAN
No. 1 RED 1 n ,W. 1 OAR
FR 224
ArmumojwPur
9419 South 204th Place oE�a ►: iJJ CAM mi w4m. ""W-2
Ken to WA. 98031 CIO; Vft JJi
pm
Pha►tn� Na (20) &04934 w•'W Lrr' Q mss: I• • w �....�
Far Na ,?sJ �Ot1�'i � S -, g9ro� ,,,wa,� ,�,► ; a►:
r 4141 1• M