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DEVELOPER <br />NATIONAL SELF -STORAGE, LLC <br />2827 107TH AVENUE <br />BLAINE, MN 55449 <br />A <br />TAPER CURB AND GUTTER <br />OVER THIS LENGTH <br />5-6" <br />3"-6" <br />FB <br />VARIES <br />TRAIL <br />R.O.W. AS NOTED <br />R.O.W. AS NOTED <br />3: <br />.0'11.- <br />4.0% <br />5.0' <br />5.0' <br />2.0%PROFILE GRADE <br />4.0% <br />R.O.W. AS NOTED <br />4" TOPSOIL AND SEED (TYP) <br />3: 7 <br />EXISTING GROUND <br />APPROVED BACKFILL <br />2.5" TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB340B) <br />4" MODIFIED CLASS 5 BASE 01 <br />10" SELECT GRANULAR BORROW (AS REQUIRED) <br />GEOTEXTILE FABRIC (AS REQUIRED) <br />TYPICAL SECTION <br />TRAIL <br />EXISTING GROUND <br />0'w <br />4.0% <br />5.0' <br />PROFILE GRADE <br />2.0% <br />3•. <br />2.0' <br />DITCH <br />BOTTOM <br />® 4" TOPSOIL AND SEED (TYP) <br />NOTES: <br />10 SEE CITY PLATE STR-26 <br />Q SEE CITY PLATE ERO-6 <br />3. APPROVED TOPSOIL MUST MEET ORGANIC CONTENT <br />SPECIFICATIONS FOR ENTIRE BOULEVARD IN AREAS <br />INCLUDING BOULEVARD TREES. <br />�-2.5" TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB340B) <br />4" MODIFIED CLASS 5 BASE 01 <br />'-10" SELECT GRANULAR BORROW (AS REQUIRED) <br />GEOTEXTILE FABRIC (AS REQUIRED) <br />DITCH SECTION <br />NOTE: NOT TO SCALE <br />APPROVED: <br />1 - 2016 <br />City of <br />RAMSEY <br />4 <br />CONCRETE CURB <br />& GUTTER <br />5-6" <br />L <br />PLAN VIEW <br />/ <br />FLOW <br />3"-6" <br />CITY PLATE <br />No, <br />PAR <br /><-1 <br />STANDARD <br />DETAILS; <br />BITUMINOUS TRAIL <br />BITUMINOUS TRAIL <br />1 1 <br />N <br />2" <br />CASTING <br />SECTION A -A <br />RIM ELEVATION SHOWN ON PLAN <br />GUTTER FLOW LINE <br />2' <br />SECTION B-B <br />PAVEMENT <br />CATCH BASIN CASTING SUMP <br />J <br />AT CONCRETE CURB AND GUTTER NO SCALE <br />NO SCALE <br />36" <br />VALLEY GUTTER <br />NO SCALE <br />SAWED JOINT <br />3/8" <br />SEALER I/8" RAD I 4 T <br />TOOLED JOINT <br />NOTE: REFER TO SHEET C3.I FOR PAVEMENT THICKNESS <br />EXISTING <br />SIDEWALK <br />i <br />3' TAPER FROM FULL CURB <br />TO 0" HEIGHT AT SIDEWALK <br />R=(SEE PLANS) <br />1/2" <br />EXPANSION <br />JOINTS <br />CONCRETE CURB <br />AND GUTTER <br />D <br />A <br />VARIABLE SLOPE PER PLANS <br />D <br />A <br />A <br />D <br />Crosswalk EXISTING <br />WIDTH SIDEWALK <br />MIN 10' 1//2" EXPANSION <br />�1.JOINT SEE NOTE 5 <br />A <br />z-3" TAPER FROM FULL CURB <br />TO 0" HEIGHT AT SIDEWALK <br />PLAN <br />GUTTER' 0.10' CROSSWALK <br />f a i <br />L 8" MODIFIED CLASS <br />AGGREGATE BASE <br />SEE NOTE 4 <br />SECTION ON DRIVEWAY <br />D <br />`1 Property Line <br />CONTRACTION JOINTS <br />1/2" <br />EXPANSION <br />JOINTS <br />II <br />0.10' <br />GUTTER' -\ I <br />DETAIL OF LIP <br />NOTES: <br />1. PANEL WIDTH SHALL NOT EXCEED 10 FT. WITHOUT A CENTERLINE CONSTRUCTION <br />JOINT. <br />2. DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. <br />(SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE.) <br />3. GUTTER TO BE PAVED INTEGRAL WITH DRIVEWAY. <br />4. 8" THICK FOR COMMERCIAL DRIVEWAYS. <br />5. 1/2" EXPANSION JOINT, 1/2" PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 <br />(REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELY.) <br />APPROVED: <br />4 - 2016 <br />IANUAKU UEIAILS: <br />COMMERCIAL DRIVEWAY <br />CURBCUT <br />CITY PLATE No. <br />STR-14 <br />4 <br />COMMERCIAL DRIVEWAY CURBCUT <br />NO SCALE <br />SAWCUT -- CURB REMOVED AND <br />BITUMINOUS AND REPLACED <br />CURB AND REMOVE <br />MILL WEAR <br />AFTER BASE <br />PATCH <br />INSTALLED <br />12" <br />MIN. I <br />=1 1= <br />ililllllil lli ;;III <br />18" MIN. <br />11=1 I 1=1 FLTI1- <br />it 1 1 1 lil 1 1 1 lilt l 1111l l <br />1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340B) <br />TACK COAT <br />- 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330B) <br />- 4" MODIFIED CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />NOTES: <br />1. BITUMNOUS SHALL BE SAWCUT AND REMOVED AFTER CURB IS <br />REPLACED. <br />2. CLASS 5 AND BITUMINOUS COURSES SHALL BE MECHNICALLY <br />COMPACTED. <br />3. SEE CITY PLATE STR-26 FOR MODIFIED CLASS 5 SPECIFICATIONS. <br />APPROVED: <br />6 - 2016 <br />STANDARD DETAILS; <br />STREET PATCHING STANDARDS <br />CITY PLATE No, <br />STR-25 <br />1 /2" <br />DISTANCE TO VARIABLE <br />1 /2" R <br />7 1 /2" R <br />5 <br />MnDOT B618 <br />(URBAN) <br />10" <br />(URBAN) <br />SLOPE 1/2" R <br />4"PER FT( <br />16" <br />DRIVEWAY FOR B618 <br />6" DISTANCE TO VARIABLE <br />3" R <br />SLOPE <br />3 4" PER FT <br />CO <br />NOTES: <br />8" <br />12" <br />MnDOT B612 <br />(URBAN) <br />1/2" R <br />oo <br />i <br />17 1/2" 10 1 /2" <br />SURMOUNTABLE <br />1 1 /2" <br />1. ON WEAR COURSE MILL THE EXISTING BITUMINOUS 1.5" BY 24" IN FRONT OF THE <br />REPLACEMENT CURB. <br />2. ON BASE COURSE SAW CUT AND REMOVE EXISTING BITUMINOUS 18" IN FRONT OF THE <br />REPLACEMENT CURB. <br />APPROVED: <br />1 - 2016 <br />STANDARD DETAILS: <br />CURB AND GUTTER <br />CITY PLATE No, <br />STR-1 <br />0 <br />CURB AND GUTTER <br />NO SCALE <br />REMOVE CROWN IN 75' <br />EXTEND REBAR MIN <br />18" INTO DRIVEWAY <br />FLARE (TYP) <br />FLOW <br />L►A <br />EXPANSION JOINTS <br />i <br />INTEGRAL CAST WITH CURB <br />PLAN <br />#4 REBAR (TYP) <br />3/4" : FT. <br />18" <br />1 \� 7" <br />3-1/2" <br />r 3 <br />18" <br />SECTION A -A <br />i <br />CONCRETE VALLEY GUTTER <br />NOTES: <br />1. WITH REMOVAL OF EXISTING CURB AT A STREET, MILL BITUMINOUS TO <br />A DEPTH OF 1.5" ANS A WIDTH OF 18" IN EXISTING STREET. <br />2. TO BE USED WHENEVER CROSS DRAINAGE IS < 2% <br />APPROVED: <br />4 - 2007 <br />STANDARD DETAILS; <br />CROSS GUTTER <br />CITY PLATE No, <br />STR-2 <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 DETAILS <br />C7.2 CIVIL CONSTRUCTION DETAILS <br />C7.3 CIVIL CONSTRUCTION DETAILS <br />C7.4 CIVIL CONSTRUCTION DETAILS <br />C7.5 CIVIL CONSTRUCTION DETAILS <br />L1.1 TREE PRESERVATION PLAN <br />1.1.2 TREE PRESERVATION TABLE <br />L2.1 LANDSCAPE PLAN <br />L7.1 LANDSCAPE DETAILS <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 />XXX <br />PROJECT MANAGER REVIEW <br />BY XX <br />DATE XX.XX.XXXX <br />CERTIFICATION <br />I hereby certify that this plan wa_ , or under my direct <br />supervision, and that I am a rofessional Engineer under <br />the Taws of the state of �I* <br />VS° . 14 i CIS 0* <br />0 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 />uct,on 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 />L A FORM <br />From Site to Finish <br />105 South Fifth Avenue <br />Suite 513 <br />Minneapolis, MN 55401 <br />Tel: 612-252-9070 <br />Fax: 612-252-9077 <br />Web: landform.net <br />FILE NAME <br />C704KRZ001.DWG <br />PROJECT NO. <br />NSS16001 <br />® LANDFORM 2017 <br />0 <br />CONCRETE PAVEMENT CONTRACTION JOINTS <br />NO SCALE <br />STREET PATCHING STANDARDS <br />NO SCALE <br />0 <br />CROSS GUTTER <br />NO SCALE <br />CIVIL CONSTRUCTION <br />DETAILS <br />C7.4 <br />SHEET NO. 11/15 <br />Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. <br />