Laserfiche WebLink
G R 0 U P <br /> JOINT SEALER Architecture <br /> Interior Design <br /> FINISHED JOINT SEALER Engineering <br /> TOOLED JOINT 0 5*-0' TOOLED JOINT 0 5'-0* <br /> I'CHAMFER a OC WAX UNLESS NOTED <br /> OC MAX MESS NOTED OTHERWISE <br /> OTHERWISE Boarman <br /> BIT.WEARING COURSE <br /> CONCRETE (VNIDOT 2331 TYPE 41A) Kroos <br /> 2'PRE-FORMED off.am—COURSE <br /> CONCRETE ;4Vr FILLER (WHOM 2331 TYPE 318) Vogel <br /> 1&2 -FORMED GRANULAR BASE <br /> JOINT PRE WSEGILE BASE Group <br /> FILLER <br /> GRANULAR BASE <br /> COMPACTED SUBGRADE GEOTDMLE FABRIC Inc. <br /> EXPANSION JOINT-30' APPROVED SUBGRADE <br /> OC MAXIMUM OR AS <br /> WORM,7 <br /> COMPACTED SUBGRADE SHOWN ON THE PLANS. M North Second Street <br /> EXPANSION JOINT-30' ALSO.WHERE WALK <br /> ABUTS ANY <br /> OC MAXIMUM OR AS OBJECT.EG FIXED Minneapolis,MN 55401 <br /> SHOWN 0 THE PLANS. S. <br /> ALSO.WHERE WAILK CURBS.MANHOLES.ErC. <br /> ABUTS FIXED Telephone: 612.339.3752 <br /> OBJECT.ED WALLS. <br /> CURBS.MANHOLES.ETC. Facsimile: 612.339.6212 <br /> TYPICAL SIDEWALK TYP THICKENED EDGE SIDEWALK PARKING LOT NIS www.bkvgroup.com <br /> NIS <br /> CONSULTANTS <br /> CIVIL ENGINEER: <br /> burvIrging & Engintrring <br /> Orafrosionalts 3nr. <br /> 60 1014 Aur. 1§004 <br /> Mailt flark. An 56387 <br /> CONCRETE MINIMUM 2 INSUUTION LAYERS (320) 259-8888 <br /> COVER WIDTH. WITH JOINTS STAGGERED AND EXTENDING <br /> j2jCH&QUM�LOPE B.W 4-EACH WAY FROM WATERMUN C/L <br /> G W/2 W/2 4.0'-4.9' <br /> 5.01-5.91 1. MECH.COMPACTED <br /> 60-7.0' 4• BACKFILL PROJECT TITLE <br /> sEWFJT <br /> GRANULAR FILL — <br /> A- RETAINER GLAND RETAINER GLAND <br /> BEN 2 MI SEND <br /> LAYERS N 7•TIE RODS ?•TIE RODS <br /> MINIMUM 2 1-5 (GALVANIZ OR <br /> INSULATIO <br /> G`d-,qPL.ACT?LJR. Wn D (GALVANIZED OR <br /> G JOINTS STAGGERED RUEMNERR GLAND) REIMER GLAND) <br /> BEND SEND SAN Wit- NED"R-1713 <br /> ?'TIE RODS */COIL PICKHOLE <br /> (GALVANIZED OR STORM MH:NEE-1 R-1733 V.ORW-, <br /> SILVER LAKE VILLAGE <br /> CURB & GU7ER (8612) WATERMAIN INSULATION RETAINER GLAND) FMM ELEV STORM Ca:CUTER ..... LETTERED <br /> NIS 1.1:1 0. APARTMENTS <br /> Svc 0 PIA 3 <br /> TYPE C GRATES ST.ANTHONY VILLAGE,MN <br /> 2'AOjU5nNG RHOS: <br /> 3_.a MAX <br /> 01 WICK VAk1. <br /> ro F.1 <br /> FINISHED SURFACE WN CONE <br /> ME OF TRENCH OR COVER SLAB <br /> ACCESS COVER WITH ALU T.U.STEPS <br /> CLEANOUT ki <br /> SAND CUSHION CONE SIDE VIEW AS'DIA CONCRETE APE <br /> -C76-85 C <br /> CIRCULAR PIPE <br /> 5'SCUD MASONRY MH <br /> SEE SPECIFICATIONS FOR BLOCK.PRECAST OR <br /> MAX QAFY N PLACE R= <br /> BACKFILL AND COMPACTION o .IONS: KEY PLAN <br /> REQUIREMENTS 5/3'MORrAR PLASTER <br /> OV7=E PRECAST OR SHEET TITLE <br /> b C MPACIED GRANULAR I, RLSSER <br /> 72 <br /> PVC PIPE O <br /> BEDDING MATERIAL <br /> SHAPE I To Mn r�) DETAILS eN SHAPE TRENCH TO WATCH FORM <br /> PIPE SIZE&ELEVATION BELL E SECTIONS <br /> SEE PLAN <br /> LINE OF BEDDING IN ROCK , <br /> D <br /> C�J1,1114TISAN ONBASE IN ROCK RE]1$`0RV.G- <br /> ) OONCRE-BASE SP-=ME OF <br /> =zl STEEL FABRIC HAVING <br /> PLUG AT ANGLE AND AN AREA OF 0.12 SO PRELIMINARY <br /> TERMINAL POINTS H a rr OF NOT FOR <br /> EXTERIOR CLEANOUT PIPE BEDDING DETAIL (SAN & STORM) TYP MANHOLE OR CATCH BASIN <br /> NS NIS BASIN CONSTRUCTION <br /> CERTIFICATION <br /> _ENAH R-1733 2 (1(1.0LA C <br /> CZ� thereby erfltylhat this pkm.specfto"on <br /> prevoired bv M Or under my <br /> -4 that I am a 0* <br /> SAME DIAMETER TWIE C RAM dared suDwAsIon a <br /> RIIJ ELEV Licensed Proles0owl Engineer under <br /> SEE PLAN Me laws of the State of MinrHIwto. <br /> DROP INV 3 RTNGS MAX OR <br /> I.INSULATION REOUIREVENTS INLET PIPE 4 AS REOURED <br /> �104 <br /> MANHOLE WALL RIONFORCING TO BE <br /> GRADE SINGLE ME STEEL <br /> STANDARD TEE WIRE FABRIC MMG #2 <br /> AN AREA OF NOT LESS License Number <br /> THAN EA <br /> 11 0-7.0 1 4 OF SEWER 4 3/4• 0.1 IN SO IN PER <br /> 71 1 0 rr I= <br /> _J OF EGHT REVISIONS No. DATE <br /> SOIJARr CONCRETE <br /> ENCASEMENT MASONRY SLOPE 117FT <br /> ENCASEMENT GROUTED_tLk <br /> SOLID <br /> ENT <br /> ----------------- <br /> NOTE- POURED CONCRETE <br /> SEE PLAN FOR SLOPE BASE OR PRECAST BASE <br /> AND SIZE OF PVC PIPE CONCRETE FDN TO EXTEND T-3 1/2- <br /> POURED O.E. UNDER DROP CONNECTION <br /> DATE 24 Mar 3104 <br /> SANITARY W/INSUL. DROP MANHOLE CONNECTION DESIGN H' CATCH BASIN DRAWNBY 52 HIS 1 NTS NIS CHECKED By TH <br /> COMMWI0_N NO. 1612.01 <br /> SHEET NUMBER <br /> C4 <br /> FINAL DEVELOPMcNT PLAN 0 2OU B&Group <br />