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PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5'
0' 20'
6 W 2"G .
CB-17B 270-- APpX........ Appx..................................
STA 29+76.3,
-12.9' L --
TYPE 1 --
Rim E1=268.59
................ .... ........ 265--...
12 FT 12-in CPEP --
5.00%
IE=264.00
IE=263.41
........................ .......... ....... ....260-
CB-17
STA 29+76.3, -1.0'L
TYPE _2 _48.-in _ _ .. .
............................................................. Rim EL=268.85
PEP CB-16 12" N IE=263.41
STA 28+56.1, 0.1'R 12" S IE=S63.41
TYPE 2 48-in
Rim EL=265.23 . . SS
. . . . . . . . . . . . . I Appx . .^ . . . . .GS
1. .
EL Unk Appx
- CB- 17A
STA 29+76.4,
12.1'R
TYPE 1
..... Rim. El.=26.8..53 ...... .
13 FT 12-in CPEP CB-18
® 3.00% STA 31 +01 .2, 1 .8'R
IE=263.80 TYPE 2 48-in
IE=263.41 Rim EL=276.04
.................. ...................
SS
Appx
WS EL Unk
AP P x__l
SS
Appx GS
EL Unk Appx
275
270
265 - -..... ................Appx. ���� Unk I ^NN. . . . . . . . . . . . . . .I . I.d. - -. = _ -- ............:.............. .... 265
260 _ _ - - -. -= . = . :. �- - . .... ....... ........ .
- - - 260
x 125 LF 24- in CPEP @ 3.00%
x.SS 8=ifl
f_ DN IE=263.06 UP IE=266.81 <
255 ..�- .. _ ---.. -- ............................ 120 LF 24-in CPEP ®2.90�
_ .
�- DN IE=259.59 UP IE=263.06
121 LF 24-in CPEP @ 2.00%
DN IE=257.17 UP IE=259.59
250 w ...... .. . ... .. ............. ........... ............... ........ . ........ ... .... ...... ........
Z 28+00 29+00 30+00 31+00
I
CIVIL ENGINEERS & LAND SURVEYORS
2209 MINOR AVE. EAST (206) 323-4144
SEATTLE, Washington 1-800-935-0508
98102-3513 FAX# (206) 323-7135
E-MAIL: info@brhinc.com
NO.
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY
f
9/4/13
REVISION
CALL 48 HOURS BEFORE YOU DIG
811
EXISTING UTILITY LOCATIONS ARE APPROXIMATE,
NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES
1. OVERHEAD UTILITY LINES NOT SHOWN.
2. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING NEW STORM SYSTEM
IN FRONT OF THEM.
3. PROTECT/SAVE ANY TREES, PLANTS, LANDSCAPING, MAILBOXES, FENCES AND
OTHER IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION.
4. SIDE SEWER LOCATIONS ARE APPROX AND MAY VARY FROM LOCATION SHOWN.
5. SIDE SEWERS IN CONFLICT WITH NEW STORM LINE SHALL BE REBUILT
PER SIDE SEWER RELOCATION DETAIL.
6. PIPE LENGTHS, SLOPES ARE MEASURED FROM CENTER OF STRUCTURES.
7. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE UNLESS NOTED OTHERWISE.
8. TYPE 2 CB"s SHALL BE RING AND COVER UNLESS NOTED OTHERWISE.
TYPE 2 CB AS SHOWN ON PROFILE: 2-FT SUMP, OR NO SUMP.
TYPE 2 CB MAINLINE IE's GIVEN ON PIPE CALLOUTS.
9. TYPE 1 CB's SHALL BE FRAME AND VANED GRATE UNLESS NOTED OTHERWISE.
TYPE 1 CB AS SHOWN ON PROFILE: 2-FT SUMP, OR CONCRETE INLET.
ADJUST CB LOCATION & RIM EL AS NEEDED TO DRAIN, CONFIRM w/INSPECTOR.
10. KEEP ALL EX CB INLETS ACTIVE UNTIL REPLACED BY NEW TYPE 1 CB'S.
11. CONTRACTOR SHALL PROVIDE TEMP STORMWATER BYPASS/PUMPING AS NEEDED.
E = PLUG EX PIPE
CONSTRUCTION NOTES
O 1. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC PER STD PLAN
216.30 AT ALL EX CB'S AND AT NEW CB's WHERE EARTHWORK OCCURS.
INSTALL SILT FENCING WHERE NEEDED OR DIRECTED BY CITY.
2 2. CONNECT NEW STORM SYSTEM TO EX STORM SYSTEM.
3 3. ABANDON EX SD CATCH BASIN TYPE 2 AFTER FLOW IS TRANSFERRED
TO NEW STORM SYSTEM.
4 4. ABANDON EX SD CATCH BASIN TYPE 1.
5 5. REPLACE STREET MONUMENT, IF DAMAGED.
6 6. CORE DRILL FX SDMH FOR NEW STORM CONNECTION-
7 7. ABANDON BORING/MONITORING WELL, B-1 THRU B-6.
8 8. POTHOLE UTILTIY AND SURVEY LOCATION AND ELEVATION.
DETERMINE CLEARANCE FROM NEW SD.
O9 9. PROJECT SIGN.
20 20. SEWER TEE REPLACEMENT, SEE DETAIL AND SEWER SCHEDULE.
CONTRACTOR TO VERIFY LOCATION OF TEES PRIOR TO EXCAVATION.
RESTORATION NOTES
1. PROTECT/SAVE ANY PLANTS, LANDSCAPING, MAILBOXES, FENCES AND OTHER
IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION.
20 2. ALL DISTURBED GRASS AREA SHALL BE RESTORED WITH SOD.
0 3. ALL DISTURBED GRAVEL AREAS SHALL BE RESTORED WITH
CRUSHED SURFACE BASE COURSE (WSDOT 9-03.9(3)).
4. TRENCH PATCH SHALL BE PER DETAIL TYPICAL PATCH FOR FLEXIBLE
PAVEMENT (PER STD PLAN 110).
5. CITY MAY REQUIRE DAMAGED ASPHALT OUTSIDE OF TRENCH PATCH AREA
TO BE REMOVED AND REPLACED, AS NEEDED.
6. ALL CURB, GUTTER, SIDEWALK, AND DRIVEWAY RESTORATION SHALL MATCH
EXISTING TYPE AND DIMENSIONS, UNLESS NOTED OTHERWISE.
SAWCUT EXTENT AS DIRECTED BY CITY.
70 7. RESTORE CONC CURB, GUTTER, SIDEWALK.
80 8. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB).
�9 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB).
SHEET NOTES
D=230607
SURVEYED: SCALE: DATE:
BRH As Noted HORIZONTAL: NAD 1983/1991 ,� NE 5TH PL / EDMONDS AVE NE 9-4-13
DWC
DESIGNED: �O�- CITY O STORM SYSTEM REPLACEMENT PROJECT
FlELDBOOK:
DRAWN: � R E N T O N PAGE:
DWC
ONE INCH DATUM � DRAWING NO:
CHECKEDDWC, RJS AT FULL SCALE Planning/Building/Public Works Dept. CAMAS AVE NE STA 27+50 t0 STA 31+10 2013009.00
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
JS
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