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<br /> A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SECTION 23, TOWNSHIP 28 N., RANGE 4 E. W.M. J
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<br /> ET SW CC►NSTRUCTION NOTES� J c~o
<br /> 106TH STRE C3 p o �
<br /> OAD IMPROVEMENT PLAN Qj S�WCUT AND INSTALL NEW PAVEMENT AND �7 RELOCATE EXISTING MAILBOX.
<br /> R BASE PER C.O.E. STD. DWG. 302. Z r
<br /> R w Q ADJUST EXISTING UTILITY TO NEW FINtSH 0
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<br /> SCALE: 1"=20' HORIZONTAL Q 2" GRIND AND ONE-HALF STREET OVERLAY. GRADE. � � >
<br /> 10' R.O.W. Q INSTALL NEW 6" VERTICAL CURB AND GUTTER Q E X I S T I N G C A T C H B A S I N L O C A T I O N. S U R V E Y D I D Q N W
<br /> 20' R.O.W. 20' EXISTING X� STREET R.O.W. DEDICATION PER C.O.E. STD. DWG. 305A. NOT FIND. FIELD VERIFY RIM, INVERTS AND Lt_ U
<br /> LOCATION. NOTIFY ENGINEER OF ANY
<br /> �8. 5• Q INSTALL NEW 35' WIDE COMMERCIAL DRIVEWAY CONFLICTS. 0
<br /> VARIES PER C.O.E. STD. DWG. 307. � CONTRACTOR SHALL EXCAVATE, BACKFILL AND �
<br /> GRINO AND �- Q RESTORE FOR WATER TAPS. CITY WATER
<br /> OVERLAY 3 5 SAWCUT, TRENCH AND INSTALL WATER LINE, �
<br /> AND PATCH PER C.O.E. STD. DWGS. 316 & DEPARTMENT WILL MAKE THE TAPS, o �
<br /> � t-_ t�� 610.
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<br /> Q INSTALL NEW 5' CONCRETE SIDEWALK PER W P�\ SAD�
<br /> C.O.E. STD. DWG. 306.
<br /> NEW CONCRETE SIDEWALK This Record Drawing has been prepared, in part, based � E WASy�
<br /> NEW PAVEMENT AND BASE PER C.O.E. STD. DWG. 306. on "As-Built" information provided by others.Though �, y
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<br /> EX. PAVEMENT PER C.O.E. STD. DWG. 302. NEW VERTICAL CURB AND GUTTER the best available information, no presumption should J �`�;�� �`" Z
<br /> PER C.O.E. STD. DWG. 305A.
<br /> made regar ing the drawing's accuracy. �� �,.�
<br /> 106TH STREET SW �`, �� �';� �-�-J� � �o �, 24661 0 �,�-
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