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4' CONCRETE RNG
<br />0ASTING ri'PE iN LANDS:CAP,
<br />0
<br />"HvCRAPNDER"
<br />v
<br />NOES:
<br />UNDISTURBED 50,
<br />1- 6 CONCRETE RNG
<br />N PAVEMENT
<br />All111111111,
<br />IITCy
<br />NATION, STANDARD OPERATING NI,
<br />,VER1, CONNECTION SIZES
<br />wm-1 Lock. A..m-
<br />CAPS TO f3E CHANED
<br />(PENTAGON NUT ON CAPS)
<br />zy•FNISHED GRADE BOULEVARD
<br />6" PVC THREADED CAP PLUG
<br />PVC RISER
<br />75• MAX. (TYP)
<br />6" PVC LO, SWEEP 45d 3END
<br />.7 6"X 6" PVC WYE
<br />TO f3E ENCASE:0 IN CONCRETE-
<br />-NOTES-
<br />RISER PIPE SHALL BE eXTENOEC ABOVE 6,20,0
<br />,VEL NTIALLY THEN IT MAY BE CLIT BACK.
<br />TO MATCH PNAL GRADE (3Y OTHERS)
<br />POSITION CLEAN-OUTS UPSTREAM '...74 BENDS,
<br />WHEN FEASIBLE.
<br />CLEAN-OUT STRUCTURE
<br />Pi
<br />VERIFY BRAND AND MODEL OP
<br />HYDRANT WITH _OCAL AUTHOR,
<br />CUBIC YA GRAVEL OR
<br />OCK. WIT, 2 LAYERS
<br />OP 4 MIL. POLY. (2/3 OP
<br />MATERIAL 3ELOW :1YDRANT)
<br />HYDRANTS SHALL BE PANTED REO AT THE FACTORY.
<br />2 TOP FRE DESIGN E:_EVAllON SHALL BE
<br />A3CVE FINISHED BOULEVARD GRADE.
<br />3 THRUST BLOC<N, MAY A...50 SE RELIVED ON DEAD ENO LINES.
<br />HYDRANT LOCATION DETAIL
<br />2
<br />6" GATE VALVE RESILIENT
<br />WEDGE TYPE 02 APPROVED
<br />eQUAL.
<br />MECALUC
<br />7.5" M. COVER
<br />ON WATERMAN
<br />NO SCALE
<br />NO SCALE
<br />'ARES
<br />BED OF MORTAR BETWEEN, AND A
<br />6" COLLAR ON THE OUTSIDE OF Q:NS
<br />REFER TO SHEET C4.I
<br />FOR CASING TYPE
<br />MiNIM:r• OF 2. MAXIMUM OF 4
<br />CONCRETE AUSTING RINGS.
<br />RE.FORCED CONCRETE SLAB
<br />6" -0Q 43" DIA. STRUCTURE
<br />s' FOR 54" q6"
<br />I2'' FOR 103" 120" 131A.
<br />7 p4scAsi conRE:re MANHOLE SECTIONS
<br />IANHO-E STEPS NEENAH R1961J OR EGUAL,
<br />.6' O.C. AL.JrUNUM STEPS AP
<br />PC-OUSE S SHALL SE GI,OLTED ON BOTH
<br />THE OUTSIDE AND INSIDE.
<br />CROUT INVERT
<br />ALL JOINS N 1A4HOLE 10 HAVE '0'
<br />RING RUBBER. CASKETS.
<br />STORM SEWER CATCH BASIN MANHOLE
<br />REFER TO SHEET
<br />,OR CASTNC T,PE
<br />NO SCALE
<br />BED OF MORTAR BETWEEN. AND A 6'
<br />COLLAR 0, THE OUTSIDE OP RINGS
<br />\-111N1f1/11 OF 2. MAXIMUM OF 4 CONCRETE
<br />6065166 RINGS.
<br />PRECAST CONCRETE MANHOLE'
<br />DOGHOUSES SHALL_ BE GROUTED ON
<br />130TH THE OUTSIDE AND 1N210e.
<br />PREFORMED INVERT
<br />O 27" STORM SEWER CATCH BASIN MANHOLE
<br />NO SCALE
<br />61'..,%Nu5WG,;T
<br />1,_ 2' 002 Ppa 4" OR LE55.
<br />c MACHINE 5.-.. F-OR RIGID PPE.
<br />K HAND SHAPE 50,0M 602 5UPP02 OF ROO PIP,
<br />CI) MACHINE 526596106 LIMO 002 PL.EX:EILE
<br />GRANULAR POUNDATION (f 2E662E0) 02 3E0066
<br />Reaufzeo FOR LOCAL 606210065.
<br />DEP', VAR•ES.
<br />020066 LOCATING/M52465 1506 MEETING LOCAL
<br />262126116655
<br />5E6 sPecpc,oNs FOR BEDDINC AND 66c55e11e5
<br />SITE UTILITY TRENCHING
<br />1 0
<br />1/6 3c
<br />626511 52 5 05655505
<br />CLASS B ',PVC 5 HDPE PPE)
<br />CL C SEWING' HE PPE 6 SEODED N
<br />COMPACTED GRANULAR MATERIAL, 02 ,ENSELY COMPACTED
<br />FL, MATERIAL LP TO A -EIGHT EQUAL TO ONE-SITH THE
<br />OU661DE DIAMETER OF ire PIPE. THE DEPT, OF THE BEDDING
<br />MA`ERIAL BE•_05 THE PPE 15 A M5I41UM 0 3' FOR 27 AND
<br />SMALLER PPE 5` FOR 65' DIAMETER AND LARGER PIPE, AAD
<br />4' 4-02 NTERMEDIATE SIZES. THE REMAINING 5I0E6I11 AND
<br />S'ACK,LL MATERIAL 5 COMPACTED 65505 SOILS_
<br />ourso, owiereq
<br />355KFILL COVER ABOVE SIDE
<br />d De., OF BEDDING MATERIAL UNDER PPE
<br />CLASS B 5500466 THE PPE 5 3ED0ED N
<br />COMPACTE) GRANULAR MATERIAL ?LACED I., TO A HEICHT
<br />4 5015905 DIAMETER OF THE 4
<br />5-e DEPTH CP THE GRANULAR 3E19156 5ELOW PE
<br />A MINIM," OP 3' 5021 25" DIAMETER AND 'SMALLER PIPE, 6"
<br />FOR 66' 545215-65 5N0 LARGER PE, AND 5 POR
<br />NTE2MEDIA5E HE MATERIAL BE
<br />DENSE, CCMPACTED GR•ANULAR UP TO A HEIGHT 0 12'
<br />OVER THE rOP OF THE 6464-
<br />4
<br />5146
<br />TAMPED
<br />1455 15
<br />MATERIAL
<br />COMPACTED
<br />GRANULAR
<br />mATERIAL OQ
<br />DEN5ELY
<br />COMP,TED
<br />MATERIAL
<br />NO SCALE
<br />A T TAC, 31CN TO
<br />wi AP
<br />3,NLESS
<br />eWASH3, 3c Nur,
<br />CP ANC c3,13 3CN,
<br />PIPE BEDDING
<br />NO SCALE
<br />GALVA ZED
<br />,ORMATF_D
<br />AND ANTEC
<br />5E1 N CONCRETE
<br />CENTERED N
<br />STE, 'PPE
<br />3,, AR, CONCRETE LLEO
<br />4- 4-5 1-554- 5N54-4- 54 ..1011-45
<br />',JAL.< SECTION
<br />AND COVER
<br />WEL
<br />4-02 3OLLARD coveR CONTACT
<br />W-EASE COMPA, INC_
<br />,53 CONNEL, AVENUE
<br />ARDEN HF_LS 55
<br />ATTN: k SHEPAR,SON
<br />"EL, i6
<br />(651;€36-0
<br />ROUND BOLLARD
<br />VW ACCESSIBLE SIGNAGE
<br />ROUND PIPE BOLLARD
<br />NM,
<br />CO,TAC`
<br />',LEASE ,OMPANY NO.
<br />253 CCNNE_LY avEN,
<br />ARC, --ILL5. riN 5,2
<br />AL 3
<br />:651;63;--64
<br />AK: (4-5I4635 -5,55
<br />3 PPE E3OLLARD.
<br />5.5655555 4,55 PANTED wH
<br />JCV,
<br />510060 ISLK
<br />NO SCALE
<br />NO SCALE
<br />Owlet
<br />CERTI FIC A T ION
<br />i her., :set( v 0.t this enqineerrq
<br />doAmo, deep,. nv me o- usder
<br />4 drect .200 Sdper,60 thc,
<br />licensed Pr niessiond
<br />.r tme t ote
<br />License c,r-15-, PE 46
<br />Oavaa a Umal reprothx,m
<br />o \Wets,. cop, t.hz
<br />n Encreff.rq
<br />amr.., s available Lipon
<br />req,eic.
<br />1- 6
<br />3
<br />C7.2
<br />mC008051
<br />
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