My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
04-03-19 PC
ArdenHills
>
Administration
>
Commissions, Committees, and Boards
>
Planning Commission
>
Planning Commission Packets
>
2010-2019
>
PC Packets 2019
>
04-03-19 PC
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/22/2019 9:54:18 AM
Creation date
4/22/2019 9:38:46 AM
Metadata
Fields
Template:
General
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
128
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
PROPOSED BUILDING ADDITION 'B' <br />PROPOSED BUILDING <br />ADDITION 'F' <br />PROPOSED BUILDING ADDITION 'G' <br />SOUTH PARKING <br />(6 BUS STALLS) <br />A <br />A <br />A <br />A <br />4 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />4 <br />C2.11 <br />4 <br />C2.11 <br />4 <br />C2.11 <br />4 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />26.9 <br />26.9 <br />26.8 <br />27.4 ME <br />26.9 <br />26.9 <br />27.427.427.427.427.4 <br />27.427.4 <br />27.3 ME <br />27.427.427.427.4 <br />26.9 <br />26.9 <br />26.926.9 <br />27.427.427.427.4 <br />26.9 <br />27.1923 <br />923924 <br />23.4 <br />9 <br />2 <br />4 <br />924 <br />925925 <br />925 <br />925925925925 <br />925 <br />926926926926926 25.6 <br />25.2 <br />25.7 <br />26.4 <br />23.0 <br />24.4 <br />24.9 <br />26.8 <br />26.8 <br />26.1 <br />25.6 <br />26.0 <br />25.425.6 <br />25.1 <br />24.0 <br />24.8 <br />24.8 <br />24.4 <br />26.9 <br />25.0 <br />25.4 <br />25.9 <br />25.9 <br />26.6 <br />26.7 <br />926 <br />92624.4 <br />25.2 <br />23.3 <br />23.7 <br />926 <br />926927 <br />927 <br />92 <br />7927 <br />927 <br />927 <br />26.2 <br />26.1 <br />25.8 <br />25.7 <br />25.1 <br />25.5 <br />24.6 <br />22.2 <br />22.4 <br />23.2 <br />24.1 <br />23.5 <br />24.2 <br />24.7 <br />24.4 <br />24.0 <br />24.5 <br />26.5 <br />26.4 <br />91 <br />7 <br />91 <br />7 <br />917918919920 <br />18.7 <br />18.4 ME <br />18.4 ME20.9 ME 18.9 ME <br />18.3 <br />17.8 <br />18.018.018.0 <br />18.0 <br />17.5 <br />17.1 <br />17.2 <br />17.1 <br />16.9 <br />16.6 <br />16.8 16.7 <br />17.9 <br />17.9 <br />17.7 <br />20.8 <br />20.6 <br />21.4 <br />17.5 <br />16.5 <br />17.8 <br />17.6 <br />17.3 <br />18.0 <br />17.2 <br />16.7 <br />16.0 <br />17.2 <br />16.7 <br />16.8 <br />16.6 <br />17.7 <br />22.4 <br />22.5 <br />22.7 <br />22.6 <br />27.2 <br />27.4 <br />26.8 <br />26.0 <br />26.1 <br />26.5 <br />25.8 <br />23.0 ME <br />22.7 ME <br />19.0 ME <br />18.9 ME <br />18.1 ME <br />18.5 ME <br />17.7 <br />27.427.427.4 <br />27.3 <br />26.9 <br />27.2 <br />26.9 <br />26.9 <br />26.7 ME <br />26.9 <br />26.8 ME <br />25.5 ME <br />25.0 <br />26.2 <br />26.6 <br />27.2 <br />26.8 <br />25.5 <br />25.8 <br />24.7 <br />25.3 ME <br />23.2 <br />25.2 ME <br />22.9 <br />18.0 <br />18.1 <br />17.517.5 <br />16.9 16.9 <br />17.217.5 <br />21.421.2 <br />17.4 <br />17.9 <br />25.2 <br />25.5 <br />18.5 <br />18.2 ME <br />18.2 ME <br />19.4 ME <br />16.4 <br />17.5 <br />18.2 <br />17.1 <br />16.8 <br />16.7 <br />18.2 <br />26.6 ME25.7 ME <br />25.6 ME <br />25.2 ME <br />23.8 <br />24.6 <br />25.9 <br />14.2 ME <br />20.2 ME <br />23.8 ME <br />17.5 ME <br />16.3 ME <br />15.5 ME <br />15.5 ME <br />16.6 ME <br />23.5 ME <br />23.8 ME <br />24.2 ME <br />23.3 ME <br />19.7 ME <br />10.9 ME <br />13.1 ME <br />22.7 ME <br />23.3 ME <br />24.8 ME <br />25.4 ME <br />25.3 ME <br />24.5 ME <br />23.5 ME <br />23.2 ME <br />22.8 ME <br />23.3 ME <br />23.9 ME <br />24.7 ME <br />28.5 ME <br />27.1 ME <br />25.0 ME <br />25.0 ME <br />24.4 ME <br />24.2 ME <br />24.3 ME <br />24.5 ME <br />24.1 ME <br />22.4 ME <br />21.8 ME <br />21.5 ME <br />20.3 ME <br />21.6 ME <br />26.1 <br />26.2 ME <br />26.9 ME <br />26.8 ME <br />25.9 ME <br />25.9 ME <br />25.6 <br />25.8 <br />26.1 <br />27.5 <br />26.9 <br />25.3 <br />25.8 <br />26.6 <br />25.9 <br />25.3 <br />26.0 <br />26.3 <br />25.6 <br />26.0 <br />25.7 <br />24.9 <br />27.2 ME <br />25.9 <br />26.5 ME <br />25.7 ME <br />25.4 ME <br />24.7 ME <br />25.2 ME <br />30.6 ME <br />32.0 ME <br />30.4 ME <br />29.8 ME <br />29.6 ME <br />29.5 ME <br />29.4 ME <br />29.1 ME <br />26.6 <br />27.1 <br />27.2 <br />27.1 <br />26.4 <br />25.9 <br />26.3 <br />26.1 <br />25.4 <br />23.8 <br />23.4 <br />20.0 <br />21.7 <br />23.8 <br />31.5 <br />28.8 <br />32.6 <br />32.1 <br />26.0 <br />27.1 <br />24.6 <br />27.0 <br />18.0 <br />17.8 <br />19.1 <br />18.3 <br />19.5 <br />17.7 <br />17.2 <br />16.9 <br />16.8 <br />16.7 <br />21.6 <br />09.6 <br />98.683.7 <br />30.6 <br />25.7 <br />27.2 ME <br />26.7 <br />26.7 ME <br />26.5 ME <br />25.4 <br />17.917.9 <br />1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES. <br />2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND <br />EROSION CONTROL REQUIREMENTS. <br />3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED <br />DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION <br />AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. <br />4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. <br />5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL <br />REGULATIONS. <br />6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN <br />DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT <br />DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. <br />7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER <br />STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS: <br />A.WIMCO TOP SLAB™ MODEL RD 27. <br />B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL <br />SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND <br />CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED <br />SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL <br />ONLY, WITH A GEOTEXTILE SOCK. <br />C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL, <br />MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER <br />PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED <br />AREAS. <br />D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC., <br />DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S <br />SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE <br />FILTER BAGS AND TIES FOR COMPLETE INSTALLATION. <br />E. OR APPROVED EQUAL. <br />NOTES <br />LEGEND <br />LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING <br />ANDERSON - JOHNSON <br />ASSOCIATES, <br />INC. <br />7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427 <br />FAX (763) 544-0531 PH (763) 544-7129 <br />DateRegistration Number <br />Check <br />Drawn <br />Date: <br />Comm <br />I hereby certify that this plan, specification or report was prepared by <br />me or under my direct supervision and that I am a duly Licensed <br />under the laws of the State of <br />Revisions <br />Description Date Num <br />Scale: <br />North <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com | 612 332 7281 <br />MOUNDS VIEW <br />HIGH SCHOOL 2019 <br />IMPROVEMENTS <br />1900 Lake Valentine Road <br />ARDEN HILLS, MINNESOTA 55112 <br />4570 VICTORIA STREET N <br />SHOREVIEW, MINNESOTA 55126 <br />ISD #621: MOUNDS VIEW <br />PUBLIC SCHOOLS <br />PROFESSIONAL ENGINEER <br />MINNESOTA <br />C1.53 <br />1" = 30' <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />SOUTHPLANCONTROLAND SEDIMENTPREVENTIONEROSION <br />Addendum #2 02/22/2019 1 <br />REFERENCE KEY TO SITE DETAILS <br /> DETAIL I.D NUMBER (TOP) <br /> DETAIL SHEET NUMBER (BOTTOM) <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />PROPOSED SPOT ELEVATION <br />ME = MATCH EXISTING <br />EOF = EMERGENCY OVERFLOW <br />PROPOSED GRADING LIMITS <br />PROPOSED STORM SEWER <br />PROPOSED MANHOLE (MH) <br />PROPOSED CATCH BASIN (CB) <br />PROPOSED FLARED END SECTION (FES) <br />PROPOSED SILT FENCE <br />PROPOSED SEDIMENT CONTROL LOG <br />PROPOSED ROCK CONSTRUCTION ENTRANCE <br />SEDIMENT CONTROL DEVICE AT STORM SEWER INLET <br />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS <br />PROPERTY LINE <br />A <br />15 <br />C2.11 <br />19 <br />C2.11 <br />20 <br />C2.11 <br />22 <br />C2.11 <br />23 <br />C2.11 <br />915 <br />15.6 <br />1 <br />C2.11 <br />1 <br />C2.11 <br />2 <br />C2.11 <br />3 <br />C2.11
The URL can be used to link to this page
Your browser does not support the video tag.