My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1992-004871 - driveway/grading
Orono
>
Property Files
>
Street Address
>
S
>
Sixth Avenue North
>
2300 Sixth Ave N - 27-118-23-32-0002
>
Permits/Inspections
>
1992-004871 - driveway/grading
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:19:59 PM
Creation date
1/18/2019 1:09:28 PM
Metadata
Fields
Template:
x Address Old
House Number
2300
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
2300 6th Avenue North
Document Type
Permits/Inspections
PIN
2711823320002
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
9
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
HcS.;�,o HENNEPIN COUNTY PLIBLIC WORKS Permit No. c�64O <br /> i 320 Washington Avenue South Location Code <br /> Hopkins, Minnesota 55343 <br /> DRIVEWAY OR STREET ENTRANCE PERMIT AND SP�CIAL PROVISIONS <br /> , SPECIAL PROVISIONS <br /> Field inspected by Dave Zetterstrom Date 11/12/92 <br /> �ocation #6 NW quad Phi 11 i ps Dr. Speed zone 55 A.D.T. 3375 <br /> Sight distance: Actual - Left 845+ Right 7��* ' <br /> Minimum- Left �345 R�ynt 875 <br /> Curb to be removed to: o Construction Joint ❑ Sawed Joint * b210W recommended mi ni mum <br /> Recommended drainage: ❑ Surface � Culvert Culvert length '��'± Culvert diameter 1R" <br /> Type of sidewalk: � Concrete o Bituminous ❑ Cutback required <br /> 1, CONSTRUCTION SPECIFICATIONS (Within Right-of-Way) <br /> BASE SURFACE CURB SIDEWALK SHOULDER BLVD -DITCH <br /> Type Type ('R rnrk Type Type Type Topsoil X <br /> Depth Depth 4" mi n Design Depth Depth Depth 3„ <br /> + seed or sod <br /> 2. TRAFFICCONTROLREQUIREMENTS p�ate #2 <br /> Barricades (100 Series) Advance Warning (200-300 Series) Steady Burn (500) <br /> Cones (28"- Day Glo) <br /> SPECIALPROVISIONS One 14' minir�ium-, 24' maximum-width private driveway permitted <br /> as sketched. Approach to have 10' flares, 6:1 east side slope, and profile similar <br /> to diagram "B" below. Provide on-site turnaround to preclude backing onto Caunty Road. <br /> DO NOT PLACE CONCRETE ON COUNTY RIGHTAF-WAY WITHOUT WRITTEN PERMISSION. <br /> IF YOU HAVE ANY QUESTIONS CALL "DRIVEWAY PERMITS"���JE?�4dX$16C 930-2548 <br /> IDiagram A I Diagram B I <br /> R� IMPORTANT: TYPE"a"CONSTRUCT ROUNDED BERM TO C�L IMPORTANT: CONSTRUCT SWALE TO DIVERT WATER FROM R� <br /> PREVENT WATER FROM RUNNING DOWN SHOULDER. <br /> DRI VE. <br /> �b•- <br /> 4"Berm 6"Swale <br /> ,a•privewaY , _ , :, • .... w. . _...,... r.::.......;- prW�aY <br /> ��`t Existing Roadway ���'... •j'. <br /> V <br /> Shoulder Shoulder f <br /> Place culvert in existing ditch <br /> REVIEWED BY DATE <br /> Culvert furnished DESIGN <br /> Date of delivery MAINT. • <br /> Final inspection date <br /> Driveway was found to be o Satisfactory <br /> o Unsatisfactory APPROVED <br /> HENNEPIN CO ~U S T �FIC SECTION <br /> Inspected by r ;� <br /> By <br /> Date ��� �7_�Z' <br />
The URL can be used to link to this page
Your browser does not support the video tag.