HomeMy WebLinkAboutD-2306137227502075
2708 NE 5th PL
CALL 48 HOURS BEFORE YOU DIG
811
O
N
N
L,i
Q
z
F-
U
w
O
ry
n
0' 20'
CB
TE=288.68
285.6(8"CMP E)
85.4(12"CMP N)
BOT=285.1
I
1 290
1 285
N.E. 5TN PL.
t4
7227502070
V��2 7 11/2/ N/EE 5th
PP L
/ / /111 /LLL /LLL/ z
4
J291800410
520 FERNDALE AVE NE
13
7227502065
2716 NE 5th PL
/ U
TEL.
a E� Y>\J
� h 1
1
PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5'
u
7236300005
2721 NE 5th PL
Y1-1 77 //////////1A
INSTALL CB-3313, 34B
AFTER FLOW CB-34B CB-34A Remove
CB-33A STA 45+21.6, Ex TYPE 2 CB
CB-33B STA 44+38.5, IS TRANSFERRED STA 45+10.1,
STA 44+30.9, 12.0'R
14.4'R -15.31 and Ex 18 SD N
-20.41 TYPE 1 TYPE 1 TYPE 1
TYPE 1 Rim E1=291.85 CB-34 Rim E1=291.46 6"W
Rim EI=290.76 Rim E1=290.47 G App,
TEL Appx
CB-33 G TEL Appx Appx EL Unk--
6 W Appx Appx -
-- Appx PP EL Unk O --
43+ 2.203. . . . . . ..............290-- .... ^..j8.�
- 2�01°=`'
290 --... .
SD N
° C Concnc .
-- 0 ° Connect
-- w/Couplings
-- ExSD 285-- .
285--
.................
.......................
.285--
--7ExSD 14 FT 12-in CPEP __ 11 FT 12-in CPEP
-- @ 7.30% -- @ 9.10% _
282 - IE=286.00 282 - IE=287.00 282
22 FT 8-in DI IE=285.00 19 FT 8-in DI IE=286.00
9 FT 12-in CPEP ... .
.4.40%... ... .................. @ 6.40% .. ..................
IE=286.00 IE=287.20 ® 1.15%
CB-33 CB-34 IE=286.55 ExSDMH - 14 (con,
IE=285.01 IE=286.00
STA 44+33.0, 1.9 R STA 45+18.3, 1.5, R IE=286.45 STA 45+58.7, 1.3'RI
TYPE 2 48-in TYPE 2 48-in TYPE 2 48-in
Rim EL=290.65 Rim EL=291.84 TEL Rim EL=292.56
R ............. 8., N IE=285.01 8" N .IE=286.00...... ...... Appx.......127 .N .IE=28.6.45 .. 295
12" S IE=285.00 12" S IE=286.00 EL Unk
12"SD I G
SS Appx
ADDX Appx
SS
SS TEL Appx GS
SS 8 w Appx GS Appx EL Unk Appx
Appx Appx GS GS EL Unk Appx EL Unk
. . . EL .Unk I . . . . Appx . . APPx. .
°
0
Appx 6"SD Loc
EL Unk Appx APp
7E�xSS
_
O O
- . . . .
n _ Ex.SD O .
-r
Ex.SS 8-iA
Ex.SS 8-in
....
l 85 LF 24-in CPEP @ 1.44% 39 LF 24 in CPEP @ 1 40%
139 LF 24-in CPEP ® 1.13% DN IE=284.50 UP IE=285.72 DN IE=285.72 UP, IE=286.26
Q DN IE=282.92 UP IE=284.50
43+00 ..... . .... 44+00 .........1.... ...... .....45+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
NO.
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 9/4/13
BY
REVISION
290
WIV&
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
C1 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.
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.
3� 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.
A77. RESTORE CONC CURB, GUTTER, SIDEWALK.
A88. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB).
9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB).
SHEET NOTES
D=230613
DATE:
SURVEYED: SCALE: NE 5T H PL / E D M O N D S AVE NE B R H HORIZONTAL: NAD 1983/1991 �/ 9- 4 -1
DESIGNED: As Noted �� CITY OF STORM SYSTEM REPLACEMENT PROJECT FlELDBODK:
bhL RENT 0 N PAGE:
DRAWN:
DRAWING NO:
DWG ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. NE 5th PL STA 43+05 t0 STA 45+65 2013009.00
DWC, RJS IF NOT ONE INCH h
OF:
BY DATE APPR APPROVED: SCALE ACCORDINGLY 13 x
RJS I 0-1213101
Dn
D
0
a
° 8
c
m MIn
D
MZ
C m
m-
u�
Nz
m
D
07
O
rn
a4 'b
w a C)
~d
O
M
C�