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PLACE CASTING R-1976 OR APPROVED EQUAL ON knf DUCTILE RW THREADED PLUG AREAS N PAYED ra PLUG AREAS FINISHED GRADE FEMALE ADAPTOR GATE VALVES LP THROUGH 12 NCNB N SIZE SHALL BE NON BODY, ITpRIBTBTYBIMyIIq 081WI1ILY 81NT�1 NOTE SEE STORY SEWER STRUCTURE BRONZE YOUNIED.OWBI.E-M PARALLEL SEAT TYPE VALVES SCHEDULE FOR CASING TYPE B-7/6' CMFMMG TO THE REQIMEMENS OF THE AWWA SPE IFIC'ATIONS 148M 20 KE K SW 1�0 WORKING FOR WORG"OME OF 1'15 PSI.11.41 CONSTRUCTION ( YNIM0 {� 24'X Jr SEAR OPENING SHALL BE LSM THROUGHOUT ALL VALVES SHALL CLOSE BY TUMM N r DAP.CEANOUT STACK A CDCKWISE ORECIINNL VALVE B01E5 SHALL E THREE PIECES. 478.8010 1BIBp11018 PROVIDE Zr DIAMETER OPENING F ROUND BE�2 #GASTINc 10 BE FRONDED.SEE sTOf81AIWSTADIE,SCREW TYPE BARES,TYPE•F-(FPS-5r EXTENSIONS)NTHSEILER STRUCME S HEDULE FOR A S-1/4'S AFT SIZE BASE SIZES SHALL BE AS MUM' WWICENTERCK STRUCTUE.ONS FROM BACK O QRB 7D BCONOEIE r AND r VALVES NO,6 BMW S -5/8' Ir AND tY VALVES Na 18N ovALClient DIVI ON FROM BACK OF GUN M CENTER OF PIE FOR A 24'GRATE THE WORD Client SHALL BE BPNNIFD ON EACH LID.VALVE BOIES TO OPENIG, 45'LONG RADIUS l00 SECRd BE SIIAM 70 MUELLER 10378,CL W/F-2d50 OR E-3002 OR EQUAL / 4'DIAL M.X.-r N FROM BACK OF CM BFtO 5-3/4' Fe fir, .�...Si 6'OA YH-S BE1HRm BACK O GIB 1/• VASE BCK FINISHED GRADE /�are+we� ® r DIAL M.M.-IS'ffWD BAG(OF CRIB NOTE CFiwOtUT FITTINGS.NCIDINc THE WYE ~i�1-tCY IRpp Tn Flla G�,riB�VB AND STACK 94ALL BE DUCTILE IRON.ONLY F W-7''— N S T R U C T 10 N FULL BED OF MORTAR BE7WED4 Aim A r W J�OR ITEM ARE PLACED IN PALMED AREAS. HATER CO PM AD.%7-0p TO,/r COLLAR ON THE OUTSIDE OF 71E RINGS WVE 7NER e660-BB65 BROW a GRADE r 7-SENT IILIDIFR N-f0781 � OR 1'BELOW TYPICAL CLEANOUT DETAL 9BBY 8 514ID $ FINISHED AID SHALL MINIMUM O'2.MAIOIW OF 4 CONOWTE �1 4' ADJUSWG RNIS NO SCALE SE SET 50 AS TO S3/ PROVIDE lY W REMIFMCIED CONCRETE SLAB �� Project 7H IC OESS' r FOR 4r 7O 48'DIAL LIE LER ---CENTER VALVE BOX gl LL'S r `°�'°or°" r.r PAINTED �M 58,5e e 60 OVER OPERATING SU PERETTE VA NUT. LVE GREEN TIMBER AT ATE VALVE- ALL JONES N MANHOLE 70 HAVE END 01 SERVILE gNa t SB �OAR WEDGE ID '0'RING RUBBER CASKETS. Y N0.57.55.59 t 60 EQUAL PRECAST CONCRETE MANHOLE SECTIONS i G MM-F e-re- GALE VALVE BOOS VARIABLE 117OIMANHOLE STEPS M STEPS S APPROVED. OR E0,4AL. -- ARE 3 PIECE, W 1r 0.C.-AUAINW STEPS APPROVED. / 5-1/L'SHAFT aZM 9-7/Ir gj WATERTIGHT cAVET SEAL 7P S P/4 Location GRDGr BOTTOI W PAY lfNG111 ��t m LINO LAKES, MN �— "- K1C P.KG BFlIUS,9A8 7HICOE55 r FOR 14' 1/B O!HASFOR I1 14-3/4-3/4'.I r OONAEM am EACH 4'OF OEM GREATER THAN ICoul 1' 7_'/y ' Am REINFORCE WITH OW.10/10 MMK ROM Rah WATT PLUG GATE VALVE AND CATCH BASIN MANHOLE ` BOX INSTALLATION 10 NO SCALE O'CLOCK�TION NO SCALE SEWER MAIN Certification SANITARY SEWER SERVICE CONNECTION I epo try as pre�ed by mlenour myspecification or report e n wa: a under my airea NO SCALE supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. MANHOLE CASTING AND COVER,NEENAH R-,84E-8,E'S HROS.302.OF APPROVED Sr Yr 5OX-eBT OF EQUAL WITH MA0QMD BEARING SURFACES NO TWO(2)CONCEALED PICK HOLES. BASE DIAMETER / ADAST CASING TO 1/2•BELOW FINISHED- b'RING CASKETS 1 97WNOU5-RRACEE BETWEEN EACH JOINT Michael C.Bra t - �Y ADJUSTING RINGS AS l CK MANHOLE SEC710NL 'Toe O ^\ -OUTER MNM FI 171C Regismtlon Ho.4?BBl Date:li/19/2D12 (WIN.2,MAX 4) COHQiEIE WALKCONCRETE WALK N applkade,wntact us Ha a wet Signed copy of the r USE COMMERCIAL _A plan whkh n aaaiWWe upon request atMFRA Inc, I ��®CK MBAR�� O� �70E ADEPT DOME SECTION Plymo,nh,MN offke. CASTINGAND A ON OUTSIDE OF RINGS WAFRna1T SEAL `0, \ ,-.E+/9'-2 3/r -"{ I-- 1 s/r-2 3/r I BD7Et tEE B DIP. 20 lF.DIE. O G O ,.NOE WATER MAY STAND.70P of MANHOLE - rr 7u nT'mce D .. SHALL BE 2 FEET-ABOW GROUND,AN DAIR 2 FEET - J O D��o ff.IK q ABOVE TILE TOO YEAR STOW WATER ELEVATION. Designed:Mw DfaWI1:JTA pproved:Mw Book/Page.72J/55 2 ON MANHOLES IF DEEP AND GREATM A OE FOOT I 2 75/tr(11P.) OME SPACING DOME ) Phase:PRB»A InHAaI Issue:Ds/D7RD1a - FOR NCI(1'-47 PRECAST SEMI ON 94ALL BE r YMWNI O as 4r PLACED IMMEDIATELY BELOW THE coNE 9xn5NL .OR p,V.CL N01E DE ORN Nm ORB TRANSI7NN ON THE RAW WLL BE PAID FOR AS LINE R Revision History 1 ALL JON15 BEIWFEN SECTIONS SHALL HAVE'0' I M�WMQEE BLDIXIN 4 5 �HE PAN)AS �C�GH®AND�� AREA No.Date By Submittal/Revision 'Y RING RUBBER OASETS 1� DBS AMA F A FOBKO OTHERWISE THE 1RNCATm GONE AREA WILL BE Nt39ERTN.. g o ulet2o/ix nn O MG WArEaSHEDCWiY COMMENTS MEN15 4.MINIMUM SLAB TNCOESS r FOR,4•DEPTH. STAgOESSADAPTER SSTEEL,N lO 1/2 NCI PIEFOIHIIED JOINT FIVER MATERIAL AASHIO Y 211 INCREASE INCIOESS 1'FOR EACH 4'OF DEPTH SLEEVE ALSO ACCEPTABLE rS 2 4 e 2 r C 20.25.12 Iqr CTIY UNDSGpE COMMENTS -.3 GREATERTHAN14'AND REINFORCE\I1H OW CONCRETE OR APPROVED EQUAL 6 0 MARES WITH!CURBHEIGHT. EXAMPLESHOWN ISFOR r ORB HEIGHT. D S1oJ.11 JrA NEAR COMMENTS 10/10 YE9HL O ENCASEMENTBACK OF ORB 3 FRONT FACE O ORB ® r TO r is THE RE=w OFFSET OF THE OEIECUBLE wAN6Ws/MNCATED (HORSESHOES FILLED DOE AREA FROM THE FRONT FACE O C RIL OR PLACE THE DETECTABLE ilF DOWNSTREAM SIDE Typ) WATERTIGHT -•O CC4CREIE) A WARNINGS AT 71E BACK OF CRIB. Ahim - THE TOP OF THE ORW PPE SHALL BE PLAN VIEW OF RAMP O4 ADA RED M MWCA70 DOE AREA WALL BE 2•r WIN.14 DIRECTION Or EQUAL OR ABOVE 1HE 70P OF THE OUTLET TRAVEL NO SWILL WEND THE FULL WIN(3'r W 4•r TIP.)OF THE CURB - 2r 70 SPRING - _ - PPE F THE OUTLET PIPE S MORE THAN F0.OU FL/FT.SIDPE O'FLARED RGM ALL ROPED RAID. THIS 2'r BY 3-r OR 4•r WON(11P.)TRINCAMD DOME AREA SHA. on LINE(VAX) • .. TWICE 1HE DIA.OF THE DROP INLET.THAN SUE(F DOS=CONDITIONS DO N7FR$CTOB CON1RASf VISDALLr NN THE ADJAC9NT WALKING SURFACE TIE ENTIRE SECTION A-A THE FLOW LIE OF THE INLET SHALL BE EQUAL OR ABOVE THE SPRING LIE O"THE NOT T.-O MAY USE 0.,0 TRUNCATED WHEN AD STALL IE A LK 15 COLOR COLOR. GOY,WIRE OR ... FLOW NO INSIDE DROP OVER 2 OUTLET PPE FT./ET.-OMB FT/FT.SLOPE) NE7A THE AREA SHALL BE B A DARCOLOR CULDR. THE AM G TED OWE AREA SHALL IE A DAM COLOR(RED,BLACK.DARK FRAY,ai Sheet Title _ .._�—� ••:�. FEET ALLOWED -... � BRIGHT YELLOFn NEVI 71E ADJACSrt SDEMALK S A'ARC OR UQiT GRAY CEMENT"COLOR SECTION A-A 6'3' 2 4'Or 6 6'3' 2 CONSTRUCTION . OTHE COICEIE•INSTAl1ED N STNGTYACCORDANCE WITH MANUFACTURES BE MUM GRAMM PAME.OR AS'OU SHAPE r/FOOT O i A A ire RECOIILE7DA71OS GRAMIE PANELS 94ALL BE r NWINAL M001ES5 NN DETAILS CQISIRUCT �, ELEVATION OF RAMP STAMPED CONCRElE SANDED TEXTURED F 51fiW.YEETINISK FREE OREMMtMM OF 3M CONCRETE MILK AND CONCRETE HAVE NTECMA7FD HWO(FIEOUS COLORING B B FLUME' :'I O WIND GUTTER 5'4'O © 4'r FOR NEW CONSTRUCTION.Y r 1 CURB OR CURB ALLOWED FOR RETROFITS OR _. .. _� PRESERVATION POSSIBLE PROJECTS. SECTION&B �--( SEOpE BR-FLA7� O MEIN POSSIBLE PROVIDE A PAN O IUM SLOPE) PE) WOE LAND THE PEDESTRIAN A ,QU F< RAMP. A RELATIVELY MT(2K YAIOYIR/9APEU L'%{'LANDING IMIL ALLOW O NEZLCARS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. Sheet No. Revision Js - CONCRETE STANDARD SANITARY INSIDE DROP-2 FEET MAX C9 01 D SEWER MANHOLE SECTION AA PEDESTRIAN CURB RAMP • NO SCALE NO SCARF OUTSIDE DROP MANHOLE Project No. FEN19355 NO SCALE