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EX CB RIM=161.18 I EX CB RIM=160.48 C
IE 12"CONC.(N,S,E)=157.93 IE 4"CONC.(S)=159.48 C
oI - CU _ I NEW 8"N AB=159. y
ASPH.
I GRAVEL M 1 Bon ®® Z Sign ¢n
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30+50 31 +00
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ASPH. SSMH RIM -160.
- - - I ASPH. IE CL 8" CHAN.(N,S,W)=15 .62
CONC. �- -
i
LIND AVE
CAREFULLY REMOVE EX PIPE AND
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
r
"X4" WOOD POST
K4"WOOD POST #503
'POWER OUTLETS
9,40
EX SD KEPT ACTIVE rn
FOR PRIVATE LATERALS 01
3' WOOD FENCE Cn
ASPH.-
P cif 8exs - _ _ CONIC- -_ - '
-� SD
#515
EX CB RIM=153.50 _
IE 12"CONC.(N,S)=152.00
FOUND 1 /2"I.P.
CONC. KEYSTONE
WALL
SD @ 65' FOUND 1 "I.P.
6'WOOD FENCE
W�4Lt -
1+20 350' 32+00 /
--- ___
`INT ®�S ---=------
I ASPH.
l_ - ��
i 8"DEC. -
6'DIA.HEDGE
i"STEEL POST
0' 20' 40'
Scale in Feet
ORIGINAL PLAN STAMPED
AND SIGNED 9/7/12
BY: RONALD J. STRAKA
PE# 29727
N0.
�c
1"STEEL POS
(T .) r
AIR RFLEAS VALVE
/
#529
#521 OO EX SD ABANDONED n deeQ 2
PLUGGED, FILLED I� c°
EX CB RIM=1 9.92 WITH 7 CY CDF boon GOB
IE 12"CONC.(N,S =1 7.52 e �� 1`L
IE 15"CIP (E)=139.42
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N N� �.� RlO.FS O�G
c�Qq� S 6 c Q+
1 TEE SS 6"conc 3
EX SD E
ABANDONED LOC Appx / i '
\ CONIC.o S ApP% G
CEDAR- 6"DEC.
i
ASPH_
�O_N �do Mot\ Boxs o /
-GAS SERV (2
As Located
G
\--3'DIA.HEDGE
0
EX CB RIM=153.50
IE 12"CONC.(/,S)=152.00
CAREFULLY REMOVE BRICKS TO E 8" IE=T5-2-9.Q AB=151.90
INSTALL NEW PIPE, REPLACE BRICKS PLUG 12" N
AROUND PIPE,- RE -GROUT.
REVISED UT AS LOCATED, CHANGED CB-1 DWC 11/15/12 DWC SURVEYED:
PACE Engr
LOCATION.
DESIGNED:
ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9 12-13 DWC DWC
'LEANED UP DRAWING, REMOVED SOME CONSTR INFO, NOTES. DRAWN:
DWC
REVISION
CHECKED:
RJS, DWC
BY DATE APPR APPROVED:
RJS
or
�
/// - INSTALLED -66 LF 15"DIA
// / -- Cast In Place LINER
-BY INSITUFORM
/-From ExCB to Outfall
/ / IE 24"CMP=134.70
SSMH RIM=150.86
IE CL 8" CHAN.(N,S,SW)=138.76
3'DIA.HEDGE
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.
E = 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.
AS -BUILT NOTES
< 1. CHANGES, ELs NOTED "AB".
Z 2. OLD LINE, POSSIBLE PHONE, CUT.
3 3. OLD SS COLLAPSED IN TRENCH.
REBUILT -15' NEW 6" PVC AND CO.
L).) 0 ) JU0 U Touma Engineers and Land Surveyors
Dan M Touma, PLS #38992 AS -BUILT
As -built Survey Plans Stamped 4/22/2013
DATE.
SCALE:
HORIIZONTIA�L:: NAD 1983/1991 �► CITY OF STEVENS AVE NW / LIND AVE NW FIELOOOK:
As Noted
STORM SYSTEM IMPROVEMENT PROJECT PAGE: OK:
R E N TO [\l PAGE:
DRAWING NO:
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept. LNVD AVE NW - TAYLOR PL NW 2
IF NOT ONE INCH
SCALE ACCORDINGLY SHEET: - OF: 5
VL
CIO
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mm
D�-QG1319