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C-502DETAILSSCH18002PROJECT 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 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 REVIEW03/12/2021CONCRETE BIKE PATH & SIDEWALK SECTIONSC1NO SCALEA1RECTANGULAR CATCH BASIN (RCB)NO SCALECATCHBASIN CASTING AND GRATENEENAH R3067-V OR EQUAL3" RADIUS CURB BOXDOGHOUSES SHALL BE GROUTEDON BOTH THE INSIDE AND OUTSIDE24"X36"PRECAST6"6"NOTE:1.CASTING TO BE TOTALLY INCASED IN CONCRETE CURB SECTION.2.NO BLOCK STRUCTURES ARE ALLOWED.3.NO WOOD SHIMS ARE PERMITTED IN THE ADJUSTING RINGS.4.MANHOLE STRUCTURAL DESIGN BY SUPPLIER5.USE V GRATE WHERE THERE IS A DEFINED DIRECTION OF FLOW.6.USE VB GRATE AT ALL LOW POINTS.3'5"5"2'FACE OF CURBDIRECTION OF FLOWPLANSECTIONGROUT BOTTOM TO 1/2DIA. OF PIPE.HIGH DENSITY INTERLOCKINGPOLYETHYLENE ADJUSTMENT RINGSPROVIDE A MINIMUM OF 2" AND A MAXIMUMOF 10" OF TOTAL ADJUSTMENT. USE LARGERSIZE RINGS TO REDUCE THE NUMBER OFJOINTS. INCLUDE ONE 2" RING IMMEDIATELYUNDER THE CASTING.PIPE DI A .5"HIGH DENSITY INTERLOCKING POLYETHYLENE ADJUSTMENT TOPROVIDE A MINIMUM OF 2" AND A MAXIMUM OF 10" OF TOTALADJUSTMENT. USE LARGER SIZE RINGS TO REDUCE THENUMBER OF MORTAR JOINTS. INCLUDE ONE 2" RINGIMMEDIATELY UNDER THE CASTING, AND ANY OTHER 2" RINGSUNDER THE LARGER SIZE RINGS.CATCH BASIN MANHOLEA2NOTES:24"X36" SLAB OPENING FOR NEENAHCASTING NO. R-3067 WITH TYPE V GRATE(OR APPROVED EQUAL)DIMENSION FROM BACK OF CURBTO CENTER OF PIPE. 4'DIA. M.H.-9" IN FROM BACK OF CURBFULL BED OF MORTAR BETWEEN AND A 6" COLLARON THE OUTSIDE OF THE RINGS.6" PRECAST REINFORCE CONCRETE SLAB.RAMNEK OR SIMILAR GASKET TYPE MATERIALTO BE PLACED BETWEEN SLAB AND TOP OFMANHOLE SECTION.ALL JOINTS IN MANHOLE TO HAVE RUBBERGASKETS.PRECAST CONCRETE MANHOLE SECTION.MANHOLE STEPS NEENAH R1981J PLASTIC COATEDOR APPROVED EQUAL, 16" O.C.USE PRECAST SECTIONS WHENEVER POSSIBLE.USE MIN. 4' DIAMETER MANHOLE SECTIONS FOR PIPESIZES UP TO 36" DIAMETER.DOGHOUSES SHALL BE GROUTED ON BOTH THEOUTSIDE AND INSIDE.MIN. SLAB THICKNESS 6" FOR 14' DEPTH. INCREASETHICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN14' AND REINFORCE WITH 6"X6", 10/10 MESH.GROUT BOTTOM TO 1/2 DIA. OF PIPE.VARIABLE2"0" TO 8"2"6"1'-4"VARIABLE6"6"SEE PLAN FOR DIMENSIONEL: 928.00930.00 NWLD4WET PONDNO SCALEBITUMINOUS PATHBITUMINOUS PATHBITUMINOUS PATHEL: 931.0EL: 933.45' @ 0.0%AS INDICATED ON PLANC4NO SCALECURB MODIFICATION AT CATCH BASINTOP OF CURB2"CASTING WIDTH(CASTING NOT SHOWN)GUTTER6"SECTION A - A3'FACE OF CURBEXPANSION JOINT WITH 2-24" 12"SMOOTH DOWELSEXPANSION JOINT WITH2-24" 12"SMOOTH DOWELSR-3067 CASTINGPLAN VIEW2.0%2' @ 2.0%7' @ 7:19.6 ' @ 4 :13:1 TO POND BOTTOMCONCRETE BIKE PATH & SIDEWALK SECTIONSC2NO SCALEA4CSP END SECTIONNO SCALENO SCALE