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DIVERSION
PROJECT SIGN PER CITY DETAIL
Q'I CALL BEFORE YOU DIG
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EX.CB RIM=200.06
OL
0
L_
NE 6"CC [E=198.54 2520 2417 2
a_
o- 2411
wv 6"CC IE=198.64 Park PL N
E
llo I Garde LL -1 Garden C1' N
Garden CT N CT N rr
-----W 12"CC IE=196.74 0
x
1L 7'� 0-1
SSMH C�
REMOVE, REPLACE
RIM-178.36
CURB AND GUTTER AS NEE ED �b"
���E 8" tf�=��5.94 CONC. PAD
EST 6 FT EACH LO ION S 8"
IE= 165.87 -----'WORK AREA Z�z
- - - - - - - - - - EX.CB RIM=182.16 W 8" IE= 165.77 LIMITS (MAX) EX.CB RIM� 176,35 EX.CB R I M= 183.40
E 6" ADS IE= 179,14
E
12"CMP I E= 179.48
`-7 ------------ Zfll W 4" ADS IE=179.7 S 4" PVC IE=171-73 N 12"CMP IE= 172.25
-8 DI W 8"CMP IE=179.0 1 N 12" CMP [E=171.65 W I E= 175.8 fLUGGED ?
a-
V) ON A TV -71 -2:5 V) E 6" PVC IE=172.20 AI
[- - n - V) 12 UJI
LLB S OD C14
C6 .- --- -J
C) "CqP IL <
x < --_;I 12 fl-
Ce- c�3 ouj:: uj col \N I =
U) ------ - - - - --
A UJI
I > 0 U) - LANE
SSMH L-V? 0'-00
V) co it-
RIM= 197.38 - - - - - - - "SD dine
_j PLANTED SLOPE C
-- ----- ui-- CB-3 j
0 Pe
E IE=188.54 V)
W IE=188.10
0 y
0 Rocker CB-4
00
r j
r cs'7,9/1 o-
D1 7ffs- 0 a ► z
ewfi_ CB-c) -4 2�_
W
4 4 +
WM? I , -/ -cl-
I I I CB -5 4)
0-1 GONG DRIVE 5
0 1� I -
x > w
0
SSMH 0-0 X
EL SSMH Q- m 0
L RIM= 176.02 < <
W _j
P N 8" 1 - .42 Ld
1301 0 FOP OF 9: 1
C' 5 1 E 17 0.3 2 z
co 00 00
0-1 �j 3C _j ASPHALT BER a- co w
11 , f__ - < 0
- �-� T PROTECT L'j
coo
0 m Z--
N 26th St SHRUBS EX.CB RIM 177.32 1 __j w (n < Y 0
PR CT -j w < 13- LL.
TREE E 12"CM�CJE��1,71 07 w z a- LL_
2515 W 12"CMV' TIE-�115,)1.07 k FLOOR DRAIN (10"X`10"�4 wx U) < 0
RIM= 171.63 (L P
EX.CB RIM= 182.09 1 ---
ark PL N E 8"CMP ]E=177.8 * -, -,P, FILLED W/ DEBRIS _j
FLOOR CAIN (10"XIO
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. FLOWLINE NW 12"CMP ]E=177.44 RIM-1 59 0
t\111 'I FE= 1.04 YA N) X: >Z-
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. +L - 2415 X
STRIP DRAIN Cn
, � , 11 1\ z + w
------- L (0.2'WX1.3'DEEP) L 001, < x m
PARK PL N + LLI
CALL 48 HOURS BEFORE YOU DIG 14 t
EX.CB Rlk=179,22 11 CL w C-5
�--k� 0-
",L 4) I<-
IN TRENCH ,DRAIN IE=177.9± -0 1 0- (n -
1-800-424-5555 11 ut, 1+010
E 12"CMPtIE=174.82 �4_ WORK AREA 0-
k "i >,Z I -
W 12"CMP IE=174.62 I I LIMITS (MAX) w 0-
�11 2507 14 4) 14 1 Y x
CL t, t < 0- LA_
0 z0-Li
Park PL N in < 5
LO 2) 0-
14 CLI X X
STATIONING DATA CL
ox
< x
A-LINE (n
w w
0- < m
0+00 57989.08 1
0+11.11 57992.37 396941.43 JUNCTION LINE B CB 0 1 0 1 0- z
L_ CL I Lu
1+96.44 58048.03 REMOVE TOP, PLUG PIPE a_ Cj) o-
396942.02 EX CB, CENTER OF GRATE 'b CL 0 -01
STATION (FT) NORTHING (m) FASTING (m) C
a
396931.52 EX CB, CENTER OF GRATE
EX.CB RIM EL-158.9 W 0-
4+99.70 58136.89 396956.97 WV, CENTER C11 C3
SSW-------- UNABLE TO OPEN GRATE z z YX
z < 0- LL-
z CIL LL_
E 12" IE=153.6 EST
B-LINE DETENTION TANK �n RIM= 159.27 1 11 -Z- U) < C)
0+00 57992.42 396886.63 START B-LINE 42 LF 48" CMP
IE -151.0 EST-,\ _ S 12" IE=150.6 EST (z w
-4- z 0
+79.78 57992.42 396941.43 JUNCTION LINE A I I", '11/w I I a-
N h___ --
1 I DT w
LLA x
CL G
Q m 2=
REF PT 57995.78 396885.55 TEMP STAKE -3'EAST OF CURB 8w
REF PT 58001.31 396876.04 EX CB NW OF 0+00, CENTER GRATE < <
--------------
........... ------- ...... ....... ......... ...... ....... ........... ....... ....... ....... ....... ....... ...... ...... ........... ...... ...... A 57984.09: 396885.115 WV SW OF 66,C�Ellil R_ ...... ...... ...... ------- ........ ....... ....... .......
REF PT
............ ...... ............. .......... -------
DRAWING NOTES:
SCALE
PROFILE ALONG: NEW STORM LINE
CB-7
GB-6 SOME HORIZONTAL DISTANCES AND STATIONING MAY BE DISTORTED
NEEDED. PLUG: S
:OPEN END :OF PIPE.
6 LF 12"SD @ 0.11 HORIZ: 1 20' REMOVE :EX SD AS Ill
7: LF 12"CPEP: 1 0.033 12 LF 8"DI 0 0.042 REMOVE 8:SD CONNECT EX 8'SD
........... ------------------- .......... ....... ........
TYPE ... ------- ......... ................... ........... ....... ...... ...... ...... ..........
.... _ .... ... ...... ....... ....... VERT:: 1 10' PLUG EX SID IN CB
GENERAL:NOTES:
.................. CR 713 "WPE I ....................... ..... . CB -7A . . Y
EX CB RIM EL=182.09 -:EX C13 RIM EL=182J6
A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. ST'-A. 3+15.7, ::18.0'L STA. 3+9.5, 3.7'R EX E 8"CMP IE=177.8 REMOVE E CADS E=17iJ.14 '/1
CORE DRILL CB FOR :NEW SID PIPE.
RIM EL= 184.0: RIM EL=184.0 EX NW 12"CMP IE=177.44 PLUG --W 4"ADS IE=179.7
B. NEW TYPE 11 CATCH :BASINS SHALL HAVE ROUND LOCKING NEW E 12"' IE=177.8 8"CMP IE=179.0
W
W 12" [E= 181.50
OTHERWISE. :
LIDS UNLESS NOTED E: 12" IE=180'00 :0 POTHOLE: LOCATION.
D-285002
.......... ....... __ ............ ......
.. ..... ...... J. u,,) INSTALL FILTER FABRIC FENCE AT EDGE OF CLEARED AREA
.......... ........ ....... ...... .......... ............. ...........
C. NEW TYPE I CATCHBASINS SHALL: HAVE LOCKING FRAME -------- ......... ........... :180 . ..... ---------- ................. ........ ......... ........................ ......
AND GRATE PER DETAIL BR-18 UNLESS NOTE[) OTHERWISE.-. 0
PWR 8'W
LOC UNk LOC APPX
D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN HIN I:HE PWR L 8'W
WORK AREA LIMITS.
LOG UNK LOG APPX
............ ....... ........ ......... ...... ...... ...........
............... ...... ....... ...... ........ CB-4 TYPE.,2,..48" CB-3 TY-PE,2,..48" EX C13
E. CONTRACTOR SHALL .INSTALL EROSION CONTROL, INCLUDING: EX CB----5:TYPE 2
............. .................. ....... ...... ........... .......... ............ ............ --------
CB-7 TYPE 2, 48" CB-6 TYPE 2, 48"" RIM EL=1.77.32 STA. 0+94, 5.5'R RIM EL= 183.40
FILTER FABRIC PROTECTION FOR CATCHBASINS,: FILTER FABRIC STA. 0+31.6, 1.4'L
FENCE DOWNHILL OF: CLEARED AREA, AND ST EX E 12": IE=171.07 RIM EL=:l 76.35 RIM EL=J78.5
RAW MULCH. STA. 3+13.3, 9.9'L STA. 2+55.4, 3.6'L E 12"CMP E=179,48
RIM EL-184.3 RIM EL= 182.2 EX W 12": IE=-171.07 PLUG N 12" 1 E= 170.25 S 12" IE=174.00 N 12"CMP I:E=172.25 PLUG
S 12" It=179.50 N 12" IE'--177.10 @�-NEW N 12" [E=172.00 S 12" IE= 170.15 N 12" IE=169.00 W IE=175.8: PLUGGED CHECK, PLUG IF-NEEDED
..............
E 12" IE =181.00 S 12" IE�=176.90 NEW S 12'" IE=171.00 EX E 6"i E= 172.20 W 12" IE*=168.50 CORE DRILL
............. NEW N 12": IE= 178.4
............. ................ ......... ... SEE - DETAIL..... ........... ......
... 1-90 W 12""1 E ... T79'80 .... ........ ------ W"12""IE ... 177.�25 ... ........... ........
REMOVE :EX CB
EX 8"E IiE= 178.3
G4 11 SS
Garde rde CT
_\____�EXCB RIM =1
-77-7 -7B
---------- 4 POTHOLE EL UNK
PWR: TEL
:POTHOLE
............... ...... ........ .... 0:
............ ........ ........ .......... ...... .......... WS ? S'.
............. :EX UTILITIES. 1 :� .... I ... ___O:
------- :-480 ...... ......... ....... .... :. .... ' ... :_ _ .... ... : ..........
L UNK .......... ....... ..... ... ......
N: ................... ........
L 0 SURFACE :---l-80
_j 0 P
WS GROU ND SURFACE
LOC
WS
APPX LOC TEL? PWR?
PWR? 0 EX :1 2"SD
APPX LOC LOC 0 P - -Lx -ILIQ- --------- _J
.... ... LOC
................... -----------
APPX -To __
....... .......... .. ..... .............. NC SS -'...i --- 1-70 ........... .... ... .......... ....... ...... . ......
APPX ............ --- --------------- .... ... �j 8" CO
...............
58 LF 12"CPEP @ 0.043 0 -70...
58 LF 12"CPEP @ 0.086
8" CONIC SS
.............. TEL/CTV/"PWR 30 LF 12"CPEP
...... ...... ...... .............. --------- ....... ........... ...... ...... .......... ....... ...... ........... 102 LF 12 DI "CPEP
.......... ................... ..... LO.C. APP_�.. ...... 62 LF 112"CPEP 6 0.147
11 ... :."I -------- _ ..... : ......... ...... : --------- � ..... : ....... ..... . :.. . ...... ____: ........ .......... ........ .......
8Ss 8" SS ........ ...........
: 0 0.0074: SSMH
APPX IE 164.0 :
RELOCATE IE 1683: S 8" IE 170.3'
-2
PRIVATE EDED UTILTIES N 8" IE 170.42
AS NE
EXPIRES 10/16/-Zoo 2
............. .......... .......
..........
3+00 --- 1.
........ ......
'2+00 1+00 0+00
SURVEYM.
0
ROTH HILL ENGRS VERTICAL. NAVD 1980 DAw-
As Noted HORIZZONrAL- NAD 1983/1991 N 26TH ST / PARK PL N STORM SYSTEM PROJECT 6/15/07
OESIGNEIX. CITY OF
DRAWN: DWC RELDBOOl -
DWC ONE INCH RENTON PARK PLACE SEGMENT PAGE-- -
CHECKED. AT FULL SCA, F DATU M Planning/Building/Public Works Dept. DRAWING NO.
DWC/RJS IF NOT ONE INCH 2
D: SCALE ACCORDINGLY
APPR APPROVED: NO. REVISION BY DATE I DIC
SHEET. OF.
6
D-2 01 1-