Laserfiche WebLink
DEVELOPER <br />NATIONAL SELF -STORAGE, LLC <br />2827 107TH AVENUE <br />BLAINE, MN 55449 <br />ON SLOPES 4:1 OR GREATER, <br />ANCHOR OR STRAIGHT DISKED <br />STRAW MULCH, SEEDED NETTING, <br />FABRIC, OR MATTING SUCH AS <br />EXCELSIOR SHALL BE USED TO <br />STABILIZE DISTURBED SOILS. <br />THESE EXPOSED SOILS MUST BE <br />STABILIZED IMMEDIATELY AFTER <br />GRADING OF SOIL IS COMPLETE. <br />A <br />EROSION CONTROL <br />FABRIC/MATTING/MULCH <br />CLASS 3 RIPRAP REQUIREMENTS <br />/DIAMETER OF PIPE <br />12" TO 24" 4 CUBIC YARDS <br />27" TO 33" 8 CUBIC YARDS <br />36" TO 48" 12 CUBIC YARDS <br />54" AND UP 16 CUBIC YARDS <br />(ONE CUBIC YARD IS APPROX. <br />2,800 LBS.) <br />0 <br />B <br />9. <br />�• ::'% .!�':��.:• <br />at:. ste;.404... ic:::::::: i".71.5104*.991Pti: <br />11 <br />;Will {��41: •�A gi-41:444 4 .40.9. 51:::: ::::::;;;;.; *4,0 • <br />B <br />P LA N <br />0 <br />RIPRAP <br />A <br />SILT FENCE <br />SUBSOIL J <br />A SKIRTING OF EROSION CONTROL <br />FABRIC OR MULCH MUST BE USED <br />TO PROTECT OUTLETS AS <br />ILLISTRATED REGARDLESS OF SLOPE <br />SECTION A —A <br />SECTION B—B <br />RIP -RAP AT R.C.P. OUTLET <br />NO SCALE <br />SILT FENCE <br />APPROVED: <br />1 — 2016 <br />City of �Jf <br />RAMSEY <br />STANDARD DETAILS: <br />RIP —RAP <br />CITY PLATE No. <br />ERO-3 <br />4 <br />© LANDFORM 2017 <br />RIP RAP <br />INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND <br />DISTURBANCE. MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED. <br />0 6.5' STEEL T—POST, 1.25 Ib/LF, POSITION AT DRIPLINE. <br />O ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER <br />POST. <br />TREE PROTECTION <br />NO SCALE <br />NO SCALE <br />\L <br />HIGH -FLOW FABRIC <br />MIRAFI FF101 <br />-T OT-CTION WIN <br />DEFLECTOR PLATE <br />OVERFLOW®- CENTER OF FILTER ASSEMBLY <br />OVERFLOW®- TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CURB <br />CO O EQUAL <br />N.T.S. <br />NOTE: <br />THIS INLET PROTECTION SHALL BE USED IMMEDIATELY <br />FOLLOWING CURB & GUTTER CONSTRUCTION. INLET <br />PROTECTION SHALL REMAIN INSTALLED AND MAINTAINTED <br />UNTIL ALL HOME CONSTRUCTION IS COMPLETE. <br />APPROVED: <br />1 — 2016 <br />City of #1< <br />RAMSEY <br />STANDARD DETAILS: <br />INLET PROTECTION <br />CITY PLATE No. <br />ERO-2 <br />4 <br />INLET PROTECTION <br />NO SCALE <br />APPROVED: <br />1 - 2016 <br />\OTE: <br />1. I\STALLATION OF 4" OF TOPSOIL MEETING VNDOT SPECIFICATIO\ <br />3877A COMMON TOPSOIL 30RROW, VAY BE REQUIRED ACROSS ALL <br />DISTURBED AREAS. <br />2. A SOIL CERTIFICATIO\ FROM A GEOTECHNICAL FIRM MUST 3E <br />PROVIDED VERIFYING THE TOPSOIL MEETS SPECIFICATION ALO\G WITH <br />LOAD TICKETS TO VERIFY THE SOURCE OF MATEIAL A\D QUA\TITY. <br />3. TOPSOIL fv UST COME FROM A CITY APPROVED SOURCE. <br />MNDOT 20 ` 6 SC <br />= <br />ORGA\IC MATTE <br />SAND <br />SILT <br />n <br />> <br />1 <br />MATERIAL PASSI\G \0. 4 <br />MATEIAL PASSI\G THE 3/4 I\ <br />REQUIREMENT <br />MNDOT 2016 SPEC TA3LE 3877-1 COMvO\ TOPSOIL 30RROW <br />CA <br />o <br />-< <br />r11 1- <br />21 > <br />Q —I <br />1 m <br />°' z <br />4.75MM <br />19MM <br />10% - 75% <br />ZOL - °Z5 <br />RANGE <br />0 <br />Ci,i <br />01 <br />Cn <br />AM <br />IV <br />STANDARD DETAILS: <br />TOPSOIL REQUIREMENTS <br />II <br />IOio <br />00 <br />_( <br />v-, 1 <br />0 <br />Ul <br />A <br />OV <br />ASTM G 51 <br />ASTv D 2974 <br />ASTM D 422 <br />ASTIV D 422 <br />ASTvI D 422 <br />I <br />ASTVI D 422 <br />TEST METHOD <br />I <br />TOPSOIL REQUIREMENTS <br />NO SCALE <br />• 1 <br />UPHILL <br />FILTER <br />FABRIC <br />POST <br />I C I-1 i H _ <br />III ;III <br />IMBED 6 <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />DOWNHILL <br />-I I <br />MINIMUM TRENCH <br />6" wide by 6" deep <br />INSTALL AS PER FILTER FABRIC <br />MANUFACTURER'S <br />RECOMMENDATIONS <br />SILT FE\CE DETAIL <br />NO SCALE <br />APPROVED: <br />1 — 2016 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />SILT FENCE <br />CITY PLATE No. <br />ERO-1 <br />0 <br />SILT FENCE <br />NO SCALE <br />GEOTEXTILE FABRIC <br />MINIMUM 6" DEPTH <br />1"-2" WASHED ROCK <br />NOTE: <br />1. MINIMUM CONSTRUCTION ENTRANCE WIDTH EQUAL TO PROPOSED ROADWAY WIDTH. <br />2. WIDTH OF RADIUS AS REQUIRED TO ENSURE VEHICLES DO NOT TRACK ONTO <br />PUBLIC ROAD. <br />3. MAINTAINENCE AS REQUIRED TO PREVENT TRACKING ONTO PUBLIC ROADS. THIS <br />MAY REQUIRE TOP DRESSING WITH ADDITIONAL ROCK OR REMOVAL AND <br />REINSTALLATION OF THE ENTRANCE AS NEEDED. <br />NOT TO SCALE <br />APPROVED: <br />1 — 2016 <br />STANDARD DETAILS: <br />ROCK CONSTRUCTION ENTRANCE <br />CITY PLATE No. <br />ERO-5 <br />0 <br />ROCK CONSTRUCTION ENTRANCE <br />NO SCALE <br />MUNICIPALITY <br />PROJECT <br />REGENCY <br />COMMONS <br />RAMSEY, MN <br />SHEET INDEX <br />SHEET <br />TITLE <br />CO.1 CIVIL TITLE SHEET <br />C1.1 EXISTING CONDITIONS & DEMO <br />C2.1 SITE PLAN <br />C3.1 GRADING, DRAINAGE,& EROSION CONTROL <br />PAVING PLAN & NOTES <br />C3.2 SWPPP NOTES <br />C4.1 UTILITIES <br />C7.1 CIVIL CONSTRUCTION PETAILS <br />C7.2 CIVIL CONSTRUCTION DETAILS <br />C7.3 CIVIL CONSTRUCTION DETAILS <br />C7.4 CIVIL CONSTRUCTION PETAILS <br />C7.5 CIVIL CONSTRUCTION PETAILS <br />L1.1 TREE PRESERVATION PLAN <br />L1.2 TREE PRESERVATION TABLE <br />L2.1 LANDSCAPE PLAN <br />L7.1 LANDSCAPE PETAILS <br />ISSUE / REVISION HISTORY <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />DATE <br />ISSUE 1 REVISION <br />REVIEW <br />03 JAN 2017 SITE PLAN SUBMITTAL <br />X X X <br />PROJECT MANAGER REVIEW <br />BY XX <br />DATE XX.XX.XXXX <br />CERTIFICATION <br />I hereby certify that this plan ma _ , or under my direct <br />supervision, and that I am a rofessional Engineer under <br />the Taws of the state of �I* <br />VII <br />VStN. .S‘itl <br />: e <br />0 <br />Randall C. Hedlund <br />License No: 19576 <br />Signature shown is <br />this plan on file <br />available upon r <br />uction of original. Wet signed copy of <br />fessional Services, I_LC office and 15 <br />IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT <br />VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED <br />READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT <br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. <br />SITE PLAN SUBMITTAL <br />01-03-2017 <br />• • <br />• <br />From Site to Finish <br />• <br />105 South Fifth Avenue <br />Suite 513 <br />Minneapolis, MN 55401 <br />FORM <br />Tel: 612-252-9070 <br />Fax: 612-252-9077 <br />Web: landform.net <br />FILE NAME <br />C701 NSS001.DWG <br />PROJECT NO. <br />NSS16001 <br />CIVIL CONSTRUCTION <br />DETAILS <br />C7.1 <br />SHEET NO. 8/15 <br />Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. <br />