HomeMy WebLinkAboutD-22660B�
NOTES:
N 1. SEE NOTES 1 THROUGH 10 ON SHEET 5.
N I 2. UNKNOWN PIPE. CONTRACTOR TO EXCAVATE
N 2' BACK AND PLUG AFTER HOME SIDE SEVER
L1. HAS BEEN INSTALLED.
3, FOR DETENTION POND SECTIONS, SE DR -9.
I 4. FOR GRAVEL ROAD SEE DETAIL
1
DR -9 te 2
I 5, FOR ASPHALT ACCESS ROAD SEE DETAIL
DD -1
6. FOR PLANTING, SEE L -1.
7. DEFLECT NEW FENCE AROUND EXISTING TREE
AS NEEDED.
OLIMITS OF ASPHALT
PAVING FOR ENTRANCE
RAMP
i
N 165293.0
E 1312642.6
A
w
w
m
m
0
z
a
J
O
GRASS
6' IM N c
3
6' MIN:
2 :1 MAX-
0
ABANDON EXISTING UTILITY
EE 17 TYPE 2 48"
APPX SEPTIC TANK RESTORE DISTURBED 1 [ � � `: CB #
REMOVE EXISTING UTILITY LOCATION AREAS WITH SOD p°R- B 24 +06, 1.4' LT - ......... - ------------------------------------
I_ _ :.................. ...........RINC -1 L-_ 419:69....:
CONNECT TO DRAIN STRUCTURE I 12" E INV 410 8"W ABANDONED
= -
- .9O (EXST) ABA
(a)PLUG EXISTING STORM SEINER PIPE { �- 12" N INV= 410.90 CB #17k TYPE 1
OUTTUTY TO BE REMOVED
RELOCATE U RRI OACTED BY OTHERS 12" W INV =471 90 CB #77� TYPE 1 B 24 +10,.10' R7
t2 :NE..INY =416 59.__.B .24+14,_.8 1' 17
BLACKBERRY REMOVE WOODp I C 12" SE INV = 415.90 RIM EL =420.3D SE 1NV =4IE_01 _____ ------
QRELOCATE EXISTING SIDE SEWER IF CONFLICTING BUSHES FENCE, REINSI�ll E e : SE INV =417 75
WITH NEW STORM SEWER_ SEE DETAIL t_ C c'w
ACTOR TO POTHOLE
E = ONTR
DD -1 SURFACE BASEMENT DRAINS ?) a tl I f ..__ - J_ 0"w_.amNFIRM.EL.. ... _eiPX....
®REMOVE EXISTING SIDEWALKS AND CURB AND CLEANOUI LOCATE AND CONNECT F + (,� _ :420 EXISTING BEFORE CONSTR !- i 420 =
GUTTER AND 'INSTALL SIDEWALK RAMP TYPE 2A. 2% IN w �r" GROUND
SEE RENTON STD- PLAN F -3B. I c t v, `* - 2-G, UNK'
QREPLACE CURB AND SIDEWALKS AS NEEDED. BID ITEM ABANDON EXISTING
1
SEE RENTON STD PLANS. SEPTIC SYSTEM. INSTALL NEW -- GRAt71 ED / - -
.. . .
SIC_ SEWER FROM HOME : 415 38 LF 12" DI 415
PRESERVE TREE,`: B 23+91, 80' LT
TO SEWER MAIN.' END I . ¢� i = BEVELLED 5.61%
0 1 F LF 12" CP€P :
RELOCATION 1 NI E PIPE END .0
11 BEGIN RELOCATION COATED CHAIN OF EXISTING p =
LLI - .................. ............:_.............. - -.
LINK FENCE - ----------------- -- -- - - -__
OF EXISTING WIRE TYPE L SEE WIRE FENCE. -- p (n :410 410 _
T
FENCE STD. PLANS SEE- y € : s °S
NOTE 7� F i 6 78 LF 12 EP APPX
-- - i
ff
CITY __... .. .. .... . ................... ......... :.......... - --- 486% P CAUTION SEWER
405 _ - -- ............. .__........................... ....
DO NOT DISTURB . _ a -V-,END REMOVE - �ROCK'PAD AT
_ WIRE FENCE _ = CB 16 TYPE -2 54"
- - E�(1STING' TREES - N _ p J : PIPE EN0. SEE
SEE E 1312613.3 , p 2 4 RT =
- R 23E+22 5 1
i,
NOTE2 I _ .............. - - -- .......... -.. ..._... ....... - ----- ---- - - -- -
- -, _
-9 :
-IM L 414 43 - ,-
- DR 12" E NV 409 50
I
_ : 12 W INV - 410.50
�- I 12" NE INV. 408.25 =
12 S INV X09 87 (EXST)
- ---- -- ... 2' SW iNVL41t :O - -- -
- - -- CB 16 TYPE 1
- B 23+05.5, 115.6' RT
INV= =407 50 63.6 LT 9 RIM EL =413.8
BEVELLED PIPE END ABND 8"W 12" NE INV= 411.08
p'-. -- �- -
• � ---- E><+STIN6 GR-0k1N0 -- - - -. ......--------------
N 1312781 - _ -_ -_. -------- ... _.__
- 73127815 E 1372781.6. Vi.µ
QUARRY SPAiL- -S ..
FINISHED z c + c
3 CB 41 GRADE D = ELS UNK AP
pp 5 415
MODULAR. ACC -ESS- _RAMP, p _ ,o P DIP
:
BLOCK WALL SEE \ °'� : O '
X EL LF 12"
, ------------- _ - - - -__ -- - - - - -- ... .. '... __ - - - -- ------ - ...
SEE DETAIL U - -
:5
SHEET DR -9 : =410 = _ 410: _
DD -2 N 185M.s =
,E, 1312740.7
_ = - tF 12" 72C-PEP-7 EX 12„
N 1ffi137.1 _ - -
° -
E 13127723 N 1850969 'N'YB.5067.6 - ` _ ROCK P AT ® '1 DD% _
,3,z73a, _ - - POND BOTTOM I
f EMERGENCY OVERFLOW C� I E ,3,z7s61 N �aso365 ' _ - - 05 PIPE END, SEE J - --
N 185751.1 _---' _. � _ _ _________
E 13127298 �� 40
EL -N \ SPILLWAY, SEE - _. -.� 4'7.� •Yi - OVERFL -ow- STRUCTURE _ _ _ _ _ = L_ = i
APPX
alaiz2 N ,852227 - ®a6sn _. _. .o I [. 5 _4 DR -9 - 5 - -
E 13127?2_8 f- -
N las2a,.+ DR -9 )- - I .. pp CB 1!9, TYPE. 2- 54' CB 15, TYPE 2 48
I' DR =9_ FLOW CONTROL CB 18, HYPE 2 48 B 23+D9, S:7 LT
®+lzs [L' +i zl x ,eszaz.6 - M�k ^7 : t, _< 'S-w- - - -------------------------------- - 23 - +52, 12' - -LT _ - -- --- - - - - -- - - - --- - - -- $ 23+36 -36- {T-- "
- : -
E 1312709.6 _STRUCTURE . RIM EL 413.91 EL alss N iffiW69 }NV- 405.80 RIM EL- -413.5
E 131272,8 1FVF11 FND B 23 +21.6, 77' LT 12" E WV =408 50
EDGE OF '"' - Eisz°ias "" 78 _ : - RIM EL= 413:65 _ lQ° NN INV = 405.91 18" W INV =405.83.
FD PIPF
N 1 12MI- 0....16 - - 18 SW INV 40597
GRAVEL E 73127'11.6 N 18.034 EL aY55
l ROAD - .18' NE INV .406.00 18 NE INV 406 50 18" NE INV = 405 83
a73.s
ff
N ,asz238 - _. •.�,E 3 CB -- -- - --- - - - -- 415 - - - - -- - -- - - - -- 18 °- SE-- INV=406:04------------------_-- I -12" N1d� -1NV =•409 }3 - -- 415
O EXISTING
213 �.6 N� N 12' GRAVEL ACCESS ROAD - _ N1 �; GROUND - EXISTING GROUND
\ FINISHED PIPE : _ ,a w
m� GRADE DEBRIS aos.BST
_ 7 6A - - - - -- _ l
- DOUBLE 20 ies6ozz BARRIER--- GN 410
f , - ! �C'' 5 410 O
2:1 MAX (I P) Fl_OW CONTROL' COATED CHAIN 3726603 a1 0 0
I =
± STRUCTURE, SEE LINK GATE: SEE �c.� 25 LF 18° O,
1 I NS: -ZS I B 23 28.1 1T LT EPEP ----- -66 -LF 18' CPEP : 45 LF t8 °- CPEP.------- -- 49--- LF }8q-CPE
= = 405= @ :- 0.30% @ 0.20% ®'0.26%
CITY STD. PLA
EG. ASPHALT : @ 2.00% 405
DR -9 ASPHALT ! ICCE- ROAD
ACCESS ROAD l I *ATC i EXISTING : _ ROCK PAD AT: : : = ?"C 4"G 4"G
I - BE = CB 20 TYPE 248" PIPE END, 'SEE � -�
ON CAUTION GAS LINES'
I as _= __OYERFLQW... _ --
----- ]--.- ...........
---- -..........- --------------- -------
- - s
rI
BEG REMOVE STRUCTURE, SEE
" z WIRE FENCE B 23 +53, 54.7' LT DR -9 DR -9
S TOP OF STRUCTURE = 411.50
SEE OR -6 18" SW INV =407.0 NOTE - PROFILES ALONG LONGEST PIPE CL IN THIS VIEW
PLAN PROFILE
SCALE: 1' =20' SCALE: 1"=20' HORiZ
nReid ,yp,
1 " =5' VERT
RECOMMENDED
FOR APPROVAL
-BY. a,..::Y .S-Z6 -4
F 39578 �" 0 el gy sY7A11
TONAL
E%PIRES Y 2 >'� awetffi � - rove
CH2M HILL ,®�, , N.E. 10th STREET /ANACORTES AVE. N. E. : MAY 2003
CITY OF
R. CHUNG DETENTION POND.AND STORM SYSTE."
_ � RENTON A
,,
ILL ro,.r
J. PRETS IMPROVEMENT PROJECT woe
ro� R. ADAMS� --�� DATUM
r�a>rE.a Planning/Building/Public Works Npt DETENTION POND PLAN DR-8
NO. REVISION BY DATE APPR
T. 'PLATIN - -. >T.._. y,Ne@ Qe
10 17
a i i
„
T
D
N
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