HomeMy WebLinkAboutSWP2702306.120
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PROFILE ALONG STREET CENTERLINE
Remove
Ex TYPE 2 CB
290--
6"w
-
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Conc.
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280--
--
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278-
9 FT 12-in CPEP
@ 1.00%
IE=281.80
I E= 281.71
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....................
290
ws
Appx
CB-31 A
STA 42+ 14.0,
-13.2'L
TYPE 1
Rim EI=288.41
290-- 6"w CB-31
285 --
12 FT 8-in DI
@ 1.00%
IE=284.00
IE=283.88 -- ExSD
ExSS
280-- 0
279-
SA 411 +67.2, -4.0'L
'TYPE 2' 48-in
Rim EL=288.10
12" N IE=281.71
2"� 8"SS
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SCALE: Horz. 1" = 20' Vert. 1" = 5'
CB-31 C
STA 0+33.4,
-12.6'L
TYPE 1
Rim EI=288.78
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290-- Appx
-- O
285 --
283-
CB-31 B
FERNDALE STA 0+33.7,
AVE NE 12.2'R
TYPE 1
6"W Rim E1=289.06
Appx 6 W CB-31
290-- 6"SD Appx
I F I I
- --- _ - APPx
0 285 --
-- E;
25
FT 12-in CPEP
30
FT 8-in DI
@
0.80%
__
@
2.00%
IE=284.70
280- IE=284.40
IE=284.50
-
IE=283.80
U13-15.1
CB-32
STA 42+06.3, -4.1'L
STA 42+93 8 2.1'R
TYPE '2 '48=in
.............
........
TYPE 2
.
48-.. ' in
in
Rim EL=288.61
Rim
Rim EL=289.07
8" N IE=284.40
8" N IE=283.73
8"NE IE=283.88
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7
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DN IE=281.91 UP IE=282.92
W
275
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275
= : DN IE=281.13 UP IE=281.50 . DN IE=281.50 UP I€=281.91
.
42+00
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST (206) 323-4144
SEATTLE, Washington 1-800-935-0508
98102-3513 FAX# (206) 323-7135
E-MAIL: info@brhinc.com
Rfa
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 9/4/13
BY
REVISION
INSTALL CB-32B
AFTER FLOW
IS TRANSFERRED
CB-32B
STA 42+93.8,
-11.6'L
TYPE 1
Rim E1=288.93
6"W
290-- Appx
1
CB-32
CONNECT
--
Ex12"SD CMP
IE -283.9
285 --
14
FT 8-in DI --
0
@
2.00%
ExSD
1E=284.00
ExSS
IE=283.73
I
280-
SURVEYED:
BRH
DESIGNED:
DWC
DRAWN:
DWC
CHECKED:
DWC, RJS
BY DATE APPR APPROVED:
RJS
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.
= PLUG EX PIPE
CONSTRUCTION NOTES
O1 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 EX 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 CONIC CURB, GUTTER, SIDEWALK.
,&8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB).
,&9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB).
SHEET NOTES
O1. AJDUST CB-32 LOCATION AS NEEDED TO INTERCEPT EX 12"SD.
D=230612
SCALE:
As Noted
VERTICAL HORIZONTAL: NAD 19&i;1991
�► CITY 0 F
y-
NE 5TH PL / EDMONDS AVE NE
DATE:
9-4-13
STORM SYSTEM REPLACEMENT PROJECT
\
R E N TO N
PEGD800K.
ONE INCH
DATU M -
-
Planning/Building/Public Works Dept.
NE 5th PL STA 41+40 to STA 43+05
DRAWING NO:
2013009.00
AT FULL S
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: OF:
12 x
DII-121310
161
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