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EX CB RIM=161.18 I EX CB RIM=160.48
IE 12"CONC.(N,S,E)=157.93 _- ," /�\_AC^ AO
LIND AVE
6'DIA.HEDGE
2"STEEL POST 11
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PLUG AND ABANDON EX SD a�Q eti
AFTER NEW SYSTEM IS WORKINGoe
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G IE 24"CMP=134.70
N4�' CP# 5 -
N=182MIC
N8207072.57
E=1297108.51,
ELEV.=150.69
SSMH RIM=150.86
IE CL 8" CHAN.(N,S,SW)=138.76
DIA.HEDGE
a
CALL 48 HOURS BEFORE YOU DIG
1-800-424-5555
EXISTING UTILITY LOCATIONS ARE APPROXIMATE,
NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES
1. ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE.
2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE
3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS -).
4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS.
C = PLUG EX PIPE
CONSTRUCTION NOTES
01. TEMP EROSION CONTROL:
INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S
INSTALL SILT FENCING IN ROW BELOW CONSTR AREA.
O2 2. PROTECT/SAVE ANY EX WOOD CRIBBING, LANDSCAPING,
MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's.
RESTORE AFTER CONSTRUCTION.
3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING
NEW STORM SYSTEM IN FRONT OF THEM.
4. PROVIDE TEMP STORMWATER BYPASS/PUMPING AS NEEDED.
REVISION NOTES
A 1. SHOWED UT CONDUIT, GAS SERVICES AS LOCATED.
MOVED CB-1 APPX 5'W, 0.5' N TO AVOID UT.
REMOVE TREE AT #521 IF DAMAGED BY CONSTRUCTION.
CAREFULLY REMOVE EX PIPE AND
BRICKS TO INSTALL NEW PIPE,
REPLACE BRICKS AND RE -GROUT
CAREFULLY REMOVE BRICKS TO EX CB RIM=153.50
INSTALL NEW PIPE, REPLACE BRICKS IE 12"CONC.(N,S)=152.00 ��
EX CB RIM=160.48 AROUND PIPE, RE -GROUT. E 8" IE=152.00 PROFILE ALONG NEW STORM LINE (Appx) SCALE: Horz. 1 = 20
IE 4"CONC.(S)=159.48 CB-3 STA 31 +17.2, 11.71 PLUG 12" N Vert. 1" = 5'
TYPE 2 48" RESTORE SURFACE AND ASPHALT TO Mail Box
165 - IE 12"CONC.(N)=159.18 RIMELN160.6MATCH EXISTING CHUTE TO CB
_ - 1 55 - - _ _ - 165
REMOVE EX N 12 SW 8" IE=158.0 EX BRICK CB RIM=149.92
NEW N 8" IE=159.18 W 12" IE=156.5 In CB-2 STA �33+08.1 7.3 L N 12 CONC IE=147.52
N 12" IE=156.0 IU TYPE 2 48 ABND 12"N IE-145.3
Ex-4"-6"Cone Laterals L RIM EL-153.8 S 12" CONC IE=147.52 --PLUG EX S 12„
W 8" IE=151.25 ABND 12"S IE-143.7 NEW S 12" IE=143.8
160 - _ _ _ S_ -� - _ EX. Ground FT FT S 12" IE=148.75 IE 12"CONC.(W)=139.42 --PLUG EX W 12" - 1 VO
9 LF 8 DI ® 0 083 / N 12 IE=148.75 1
CB-1 STA 33+42.6 11.6 L IE 24 CMP(E)=139.42
------Ex 12"SD -----_ 1Q ' INSTALL PLUGS AFTER STORM FLOW
-----___- - __ TYPE 2 48" NO SUMP IS TRANSFERRED TO NEW LINES
ORIM EL-152.0
--n S 12" IE=147.5
155 - 4"w_Abr,d _ 155
8 LF 8» DI 0.148 FT/FT Loc Appx -- - ----- N 12" IE=147.5 Ex 12"CONE IE=149.62
- -
Ex. Ground UP Ex Ground
8"SS
Loc Appx W o o _ �� Loc Appx
REMOVE 4"W IF NEEDED Loc Appx 00
E
: - 150150
190 LF 12 CPEP @ 0.038 FT FT w - __-_
/ Loc Appx - 1 ( UT
UT W I oI - W Loc Appx
As Located Loc Ax GAS Loc Appx I 1 Loc Appx SSS
SSS QLoc Appx 1 W As Located �'OQ Appx I �J Loc Appx
145- _ Loc Appx Al f- I - 145
CAUTION: SideSewer Loc
SSS - APPX. May Be Shallow
Loc Appx 33 LF 12" CPEP
0.038 FT/FT ((\I
60 LF 12" CPEP @ 0.062 FT/FT IInII CAREFULLY REMOVE EX PIPE AND -140
140 BRICKS TO INSTALL NEW PIPE,
REPLACE BRICKS AND RE -GROUT
135- 135
31 +00 32+00 33+00 ---1 ► 41 +00 42+00
LIND AVE STA 33+42 41+82 TAYLOR PL STA
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Ronald J Straka
Date 9/7 12
Date
Date
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 9/6/12
BY
F PCS IM/<F
°E WAsc 1
o Revision-
N Z
XXXXX Al REVISED UT AS LOCATED, CHANGED CB-1 DWC 11/15/12 DWc °"'�
'cis-f PACE Engr sGAIE HORIZONTAL � 1983;1991 ,� STEVENS AVE NW / LIND AVE NW 9-7-2012
AL N LOCATION. DESIGNED: wc As Noted •� ,: CITY 0 F STORM SYSTEM IMPROVEMENT PROJECT FIELDBOOK:
ORIGINAL PLAN STAMPED DRAWN: DwG � R E N TO N PAGE.
ONE INCH DATUM DRAWING NO:
LINDAND SIGNED 9/7/12 CHECKED:
BY: RONALD J. 7/12 Res, Dwc AT FULL SCALE Planning/Building/Public Works Dept. LAVE NW - TAYLOR PL NW 2
IF NOT ONE INCH
PE# 29727 NO. REVISION BY DATE APPR APPROVED::: SCALE ACCORDINGLY SHEET: - OF: 5
4 IDI-131613191T