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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
O1 1. TEMP EROSION CONTROL:
INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S
INSTALL SILT FENCING IN ROW BELOW CONSTR AREA.
1 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.
O5 5. REMOVE EX TYPE 1 CB / ABANDON EX TYPE 2 CB.
10 10. CONNECT LATERAL, SEE CONNECTION FOR CB-6
FOR GENERAL PROCEDURE.
AS -BUILT NOTES
O1. CHANGES, ELs NOTED "AB".
O2 2. UNK LINES, 2 — 1 /2" BLACK LINES (PHONE?),
RIGHT BESIDE NEW CB.
O3 3. UNK BURIED PIPE, BLACK, —1 "DIA, —2—FT DOWN.
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 9/6/12
BY
STEVENS AVE NW
REMOVE EX CB
__ w 11
3'DIA.HEDGE --/
EX CB RI=179.3u
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(N,S, W)=170.87
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°F WAs05 YUd Dan To ma, PLS #38992u cur vCyvra A BUIN Z yAs-built Surve Plans Stamped 4/22/2013 �—IT`
O� �, .>, o �� REVISED CB-7A LOCATION IN FIELD DWC 12/18/12 DWC SURVEYED: SCALE: DAM
0'" FCIS TERF ��" PACE Engr HORIZONTAL-RTICAL:N D igVD a /199i n-7-2012
FIEUD
DESIGNED: AS Noted C• ,: CITY 0 F STEVENSSTEVEN AVE NW / LIND AVEA
\ DWC STORM SYSTEM IMPROVEMENT PROJECT PAGEBOOK.
w ADDED AS —BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9 12-13 DWC 1
ORIGINAL PLAN STAMPED CLEANED UP DRAWING, REMOVED SOME CONSTR INFO, NOTES. DRAWN: R E N TO N
DWC DRAWING N0:
ONE INCH is DATU M
AND SIGNED 9/7/12 CHECKEDRJSDwC AT FULL SCALE Planning/Building/Public Works Dept. STEVENS AVE NW 4
,
BY: RONALD J. STRAKA IF NOT ONE INCH
PE# 29727 REVISION BY DATE APPR R JS SCALE ACCORDINGLY SHEET: — OF: 5
d-IJ161 3/11 _F