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MON. IN CASE
PUNCH IN 2"BRASS DISC IN
CONC. STAMPED "LS 11691"
DN 0.4'
9
7 227 5Q1315 2117 NE 6th PL
SSMHJ I
TE=215.50 T/�//�//17A
IE=208.6(C.O.C.)
10
2
2121NE 6 h PL
PROFILE ALONG STREET CENTERLINE
SCALE: Horz. 1" = 20' Vert. 1" = 5'
...............................C8'88.....
- - -- -
- - - - - --- - - -
- � - - -
STA 16+55.2,
STA 16+59.0,
STA 19+07.2,
STA 19+02.7,
-13.2'L
12.4'R
-12.0'L
6"W
,
12.6 R
TYPE 1
CB-6
TYPE 1
ExsD
TYPE 1 --
Appx
� CB-8
TYPE 1
Rim E1=215.56
Rim EI=215.44
Rim E1=231.55
Rim E1=230.99
...............
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CB-8
Conc. Connect
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STA 19+02.7, -1.5'L
w/Couplings
-
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IE=226.20
TYPE 2 48-in
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0
--
IE=225.94 __
Rim EL=231.21
SS
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12" S IE=225.94 Appx
@ 1.70%
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IE=N210.2
IE=209.8
-- 13 FT 12-in CPEP
--
14 FT 12-in CPEP
ExSS WS
Appx
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IE=226.50
SS
IE=210.47
IE=211.00
IE=210.00
IE=212.30
IE=212.18
IE=225.94
Appx
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Appx
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2-in CPEP CB-6 CB-7
STA 16+53.0, -0.8'L STA 17+59.2, -0.4'L
................TYPE-2.54=in...................................�...............
...
�p TYPE 2 48-in
Rim EL=215.82
)0 Rim EL-218.97
12" N IE=210.47 12" N IE=212.18
12" S IE=210.0
12" N IE-210.2 exSD LxSD
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i _ - Q
- - - / _ - 143 LF 24-in CPEP @ 9.10%
--- - DN IE=212.04 UP IE=225.10
_ Ex.SD 18-in -
- ...........
106 LF 24--in CPEP @ 2.50%
SS n DN IE=209.38 UP IE=r212.03
...
S.. ... ............... . ......... ........... .... . .. ......---.......... .............................................
SS Crossing
Appx Loc .
Protect 12"S 38 LF 24-in CPEP @ 2.30%
from Damage DN IE=208.50 UP IE=209.38
w 17+00 18+00 19+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
N0.
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY
in
9/4/13 1
REVISION
MIIIIIIIIIIIIIIII wl 71-lym MITI
0I
SURVEYED:
BRH
DESIGNED:
DWC
DRAWN:
DWC
CHECKED:
DWC, RJS
APPROVED:
RJS
235
230
225
220
215
210
205
SCALE:
VERTICAL NAVD 1988
As Noted
HORIZONTAL NAD 1983/1991
ONE INCH
DATUM ..
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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
01. 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.
O 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.
A33. 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.
7Q 7. RESTORE CONIC CURB, GUTTER, SIDEWALK.
08 8. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB).
90 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB).
SHEET NOTES
O1. EXISTING CONNECTION MAY BE A DUAL SIDE SEWER. IF SO, SEPARATE BY
INSTALLING INDIVIDUAL SEWER TEES AT THE MAIN FOR EACH SIDE SEWER.
D=230603
%- CITY OF NE 5TH PL / EDMONDS AVE NE
IN R E N TO N STORM SYSTEM REPLACEMENT PROJECT
Planning/Building/Public Works Dept. NE 6th PL STA 16+20 t0 STA 19+20
9-4-13
PAGE:
DRAWING NO:
2013009.00
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