Laserfiche WebLink
C-501DETAILSC2SIGNAGE NO SCALEC1CURB TRANSITIONNO SCALENO SCALECURB OPENINGB5SEE PLAN6" AT CURBAND GUTTERCONCRETE CURBAND GUTTERMATCH GEOMETRY OFCURB AND GUTTER8'-0"6"SEE PLANB612 CURBEXPANSION JOINT(BOTH SIDES)RIBBON CURBSEE PLAN4'SEE PLANB618 CURB & GUTTERE1NO SCALEC4PEDESTRIAN CURB RAMPNO SCALE 3"R8"1 36"6"1/2"R 18"13.5"1/2"R7"SLOPE 3/4"PER FT.FOLLOW MNDOT STANDARD PLAN 5-297-250 FOR RAMPS IN MNDOT RIGHT-OF-WAYSCH18002PROJECT NO.NOT FORCONSTRUCTIONSHEET CERTIFICATIONISSUEDATESHEET INDEXPROJECTD E S I G NCIVIL ENGINEERING | LANDSCAPE ARCHITECTURE310 4TH AVE SOUTH, SUITE 1006MINNEAPOLIS, MN 55415www.elanlab.comp 612.260.7980f 612.260.7990123456EDCBA <br />I hereby certify that this plan, specificationor report was prepared by me, or under mydirect supervision, and that I am a dulyLicensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891403/12/2021NOT FORCONSTRUCTIONREGISTRATION NO.DATEONEKA LAKERESERVEHUGO, MNONEKA LAKERESERVE, LLC.12928 JODY AVE. NHUGO, MN 55038651-303-0471PRELIMINARY PLAT,SITE PLAN,VACATION ANDREZONING REVIEW03/12/2021A2NO SCALEA3NO SCALEMAXIMUM SPACING 100'. ALSO USE WHEN ABUTTING BUILDINGS.SPACING:5'6'WALKWALK- 5' C/C- 6' C/C1/4"R1/4"RJOINT SEALERNON-BITUMINOUS JOINT FILLEREXPANSION JOINTTOOLED CONTROL JOINT3" CAP OR <br />4" SIDEWALK 1/2"1/2"3/8"1/8"4" WALK <br />SEE NOTE 1 <br />FOR 3" CAP <br />1"BITUMINOUS PAVEMENT SECTIONFILLERSEALERSURFACEPAVEMENTJOINT3/4"BACKERMATERIALJOINT3/4"D WMATERIALBACKERD <br />CONSTRUCTION JOINTJOINT SEALERWBACKERT <br />D <br />CONTRACTION JOINTMATERIALCRACKINITIAL SAWCUT (1/8")JOINT BOTTOMOR INSERTW = WIDTH OF SEALANT RESERVOIR (1/2" (MIN), 5/8" (MAX))D = DEPTH OF SEALANT (1.0 TO 1.5W) T = 1/4 SLAB THICKNESSBUTTED JOINTJOINT SEALERISOLATION/EXPANSION JOINTNOTE:TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENTSURFACE FOR EXTERIOR PAVEMENTS1.JOINT SEALANTPAVEMENTSURFACEPAVEMENTSURFACEA5NO SCALESIDEWALK JOINT1.5" TYPE SP 9.5 BITUMINOUS WEAR COURSEMIXTURE (2,C) SPWEA240C (PG 58-28), MNDOT 236012" APPROVED SUBGRADE2.5" TYPE SP 12.5 BITUMINOUS NON-WEAR COURSEMIXTURE (2,C) SPWEB230C (PG58-28), MNDOT 23602357 BITUMINOUS TACK COAT8" AGGREGATE BASE (CLASS 5 ORSALVAGED/RECYCLED MATERIAL MEETINGCLASS 5 GRADATION) MNDOT 3138A1NO SCALEBITUMINOUS DRIVEWAY PAVEMENT SECTION3.0" TYPE SP 9.5 BITUMINOUS WEAR COURSEMIXTURE (2,B) SPWEA240B (PG 58-26), MNDOT 2360COMPACTED SUBGRADE6" AGGREGATE BASE(MNDOT 3138 CL5)24"x18"30"x30"W11 A-230"x30"R1-1XINGPEDFINISHED GRADE24"42"12" 3/8 " DIA. HOLESCONCRETE4"2-12" SCHEDULE 40 STEEL PIPEMOUNT SIGN SECURELY TO POST.SIGN SHALL FACE PARKING SPACE.SLOPE CONCRETE TO DRAIN3"X3" - 11 GAUGESQUARE SIGN POSTNOTES:1.SIGN POSTS SHALL BE PAINTED DARK BROWN.2.SIGN FRONTS SHALL BE DARK BROWN WITH WHITE REFLECTIVE LETTERING.3.BACK OF SIGN SHALL BE DARK BRONZE.BREAK AWAY BASE 516" PLATE (5" WIDE X 7.5" LONGWITH 4-58" DIA. BOLTS). BASES FOR SIGN POSTS ARETO BE 30" LONG AND SET IN CONCRETE.1"6" MAX.5'STOP SIGN2.5%**2.5%**FACE TO FACESTREET WIDTH 24' 5'20' BITUMINOUS PAVEMENT20' MIN.GARAGE WALL PROPERTY LINEPROPERTY LINE8'5'PARKINGB1NO SCALETYPICAL STREET SECTION5'8'WALK12" SELECT GRANULAR MATERIAL) MNDOT3138.2B2* SUBGRADE MUST BE WITHIN + OR - .10' AND BE APPROVED BY ENGINEER.** CROSS SLOPES ARE TYPICAL. SEE GRADING PLAN FOR VARIATIONS.UNLESS OTHERWISE INDICATEDDRIVEWAY DROPE2NO SCALE8"1"1/2"R 18"13.5"1/2"R7"SLOPE 3/4"PER FT.C5DRIVEWAY AT 150TH STREETNO SCALE1530'B612 CURB & GUTTERD1NO SCALE 3"R8"1 36"6"1/2"R 12"13.5"1/2"R7"SLOPE 3/4"PER FT.