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rxstlNC: arcH a~1N NEENAH Ra~so-1 A~.L CAT~I B~sINS u+o/oR WHEN PucEO m axle uNE MANHOLES wml Fur TOP GiCH bISIN MWNOIG• NEL11N1 11173] SLABS MUST HAVE TERMINATING COVER COVER GROUND SURFACE wml TYPE C ORATE wIIEN PLA(~D IN PAYEl1ENT MANHOLE SECTIONS. A CONCRETE SADDLE SHALL YvNOIE OO~R SHK1 ~ tYPE a BE POURED AROUND THE CB wml 2T ECCfHTRIC OPENING RINGS. THIS SHALL NOT, HOWEVER, S0. i, ~ i WANE THE CONCRETE GROUT ~ ' CATCH BASIN - NEENAH: BETWEEN THE RINGS. ~ ~ RJ250-A WfTH SURMOUNT. Cacti AND ~ R~ r R3250-1 WITH 8812 CdcG •~4 PIPE BAAREL OR APPROVED EQUAL REMOVABLE PLUG ' ON SEWER PIPE S' LENGTH OF N0.3 REBAR SHALL BE PLACED CONCRETE ADJUSIINO RMOS ~ b (Z MIN. - 1 MA1f.) THROUGH HOLE PROVIDED IN CASTING AND EMBEDDED VALVE BOX COVER, 2' HIGH ' TOP SECTION WITH BERM i INTO THE CONCRETE. "SEWER" CAST ON LID b YNiIOIE 1T) BE CONSIR1lCIED OF V~ PRECAST CONCRETE SECTIONS SEWER PIPE ~ 2" ADJUSTING RINGS OROUf Swill BE UNFORIA SLOPE 2 MINIMUM ; t' BEIM~EEN PIPE MHERTS 4 MAXIMUM 1/8 BEND STANDARD ELBOW > 1r FORCED coNC• 45 DEGREE WYE TCH BASIN, NORTH AR B-18 OR PPROVEO EQUAL S' 6" Min. vlOw y r GROUT FLOWUNE FLOW S LO_ W SEWER PIPE FLOW 1" To 2" Washed Rock Jac°a i 12" DIA ~ s • p;'.4 Rock size should be 1' to 2" in size such ~ VARES , as MnDOT CA-1 or CA-2 course aggrogate. b ' ~ ,r A geotextile fobric may be used under the rock POllllED oR PREGIST to prevent migration of the underlying soil into b CONCRETE M4A10LE RASE the stone, (STDRM SEWER) POURED OR PRE-CJ1ST a'-0" THROUGH 9'-O' caNCRErE BASE INSIDE DIAMETER (NOT TO SCALE) ROCK CONSTRUCTION ENTRANCE TYI DEAD END CATCH BASIN TYPICAL CLEANOUT DETAIL ~-z~-s~, REV: e-ee SLAB TOP CATCH BASIN MANHOLE S-9e, REV: SEx-47A 3-~ NTT sEw-~e DROP INLET WITH GRATE POLE SUPPORT NET .a.. wuwmmn ummuuu uuu HYDRANT FlLTER FABRIC, MIRAFl ' i~iii i I'Hliii~linn nrii~ u III ~ RIG, MIRAFI moon velum vin ununu 'ENVIROFENCE" OR EOUAL- _ OR EQUAL FlLTER FABRIC SUPPORT NET BACKFlLL 1111111 ' ExISTING QR FUTURE cuRe oR currER uNE ~ VALVE B01c POLE POLE ~ ~ ~ r ¦ ¦ . e' ` ~ . ¦ ~ ~ ~ ~ ~ nn ,,;;,,rr m in o~ n i ~ m i I U. ~ ~ DRIVE POLE 24" 'OLE 24" GROUND NATIVE SOIL WIRH 2 BSTAEKES~PERDBALE BALES 12"-24` 3'-d' 2'-d' AS REQUIRED 10' 1YPICAL INTO GROUND FROM INLET U . . MIN. 1 CLLYD. Z OF 1-1/2" CLEAR ~ ,1..M ROCK ~ . b ~,.i. r~ ' F ;a•: o ~ r: . COMPACTED SOIL TO ~;r PREVENT PIPING 2"x2" STAKES r'h, :.:1 ~!~~'y'°= STAKED STRAW BALE .f 2 uYERS OF GATE VAWE TEE RUNOFF WATER WITH SEDIMENT FlLTERED WATER TAR PAPER OR POLY CONCRETE BASE p~~ nmi nu i nay 5" RECOMMENDED TOE-IN TRENCH unu inn PO TIE ACROSS ALL POSTS SHALL BE SPACED NO GREATER "'n' unu nnu JOINTS TO TEE DN THAN 4' APART ~ MAINLINE. HYDRANT DETAIL FAI FABRIC SILTATION FENCE N r a CATCH BA81N EROSION CONTROL DETAIL 1-49, REY: wTM-3A 1-17-97, REV: ~i - 3-98, REV: SEII'-50 ~ rn 0 u~ o r i (U C t0 7 O f ~ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, oR OWNER DEVELOPER 'ER PROJECT NAME/SHEET TITLE REVISIONS _ crunri i ~ u~ncnN ~u~ REPORT WAS PREPARED UY ML UK UNULK MT UIKLGI d V 1 1 V V V V w mP1 V vv 1' 11'l w o dp REVISION m DATE BY SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL WAT-3A ENGINEER IN R UNDER THE LAWS OF THE STATE OF MINNESOTA. ENGINEERS *SURVEYORS • PLANNING 1-27-99 JAZ ADD DETAIL JOHN ALLEN LAKEVIEW BUSINESS CENTER 6TH SOIL TESTING + ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD SUITE 1 INDUSTRIA 10, MINNETONKA, MN 55305 21 Fl STRIAE EQUITIES, L.L.P. 3 321 FIRST AVE. NORTH NEW BRIGHTON, MN c- DATE, 12-29-98 REG. NO. 19584 CD (612) 546-7601 FAX; 546-9065 MINNEI MINNETONKA, MN 55305 MINNEAPOLIS, MN 55401 DETAIL PLAN REVIEWED BY: DATE PHONI PHONE. 113121 332-1122 ATE: DEC. 1 z w S.M.I. PROJECT NO. 61846-038 SHEET 2 OF 2 SHEETS