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w2016 Westwood Professional Services, Inc. <br />S, REET <br />P� 1 <br />n 7— \ , „ <br />C3 \ - <br />•• h / WIDE BITUfMTRmS' — ONO 1 ! 1 <br />TRAIL. OUTLET EL -902.0 i <br />HWL=905.5' <br />I � I <br />t ADJUST MH <br />CASTING (TYP 9 C� <br />It <br />STMH-80 — ~p /. OU iyT BLE CURtP' <br />— +I <br />�Q �i • t 3 / th <br />NMH-78 \ I f <br />ONSTRUCT PED. <br />RAMP •) CBMH-75 <br />1 <br />CBMH-76 <br />,�a 1 ,d, •I I � I <br />_. <br />("PVC DRAINTILE CB -77 1 <br />rJ <br />OUTLET EL -902-0 <br />935 142ND CIRCLE 935 <br />-:n <br />a� W C' W Q'ar O'W Oi Ol W'W a� 01 <br />H.P. ELEV = 917.79 - <br />.. L.P.,ELEV 916.34 H.P. STA.= 4+05.02 - L.P. ELEV 918.81 9130 <br />LP. STA = 7+47.44- - - - - � ' � L.P. SSA ' �- - 5+89.27 ....... <br />RVI STA a 1+34.00 PVI ELEV - 917.85 PVI STA = 5+90.00 <br />PVI ELEV — 916.22 A.D. -1.202 - PVI ELEV = -916.74 N <br />A.D. = 2.60% K =: 33.29. A.D. = 1.242 v �: <br />- ... K = 19.22 40.00' VC - - K 36:29 <br />925 50.00'. YC..... ...:... .. . . . . ..4?.00'. v�.. n 925 <br />9 do go <br />n g n ..... ! II <br />P, 0 <br />n PROPOSED CA GRADE (1YP.} W W m 'N N <br />rn + Q, PROPOSED CA SUBGRADE (TYP.) M II M u+i <br />r <br />920 :if. IL ..... ' II ......: ? <br />—S a. w 0.60% —0.802 �i - 0.64% . <br />25' — 12• RCP - 91 PVI. STA - 1+00,00 5 <br />CL 5 0 0.352 PVI ELEV _ 916.90 .. . - - - .. - .. - - 146' _ _- 15.134'--:15'- RCP.......... .. ...... ..... . . <br />CLO 0357 O 0.35% .. -� . <br />CB -77 <br />118' - 24• RCP CBMH-76 STA 5+88 - 9t0 <br />91 RE. =. 016-50. . <br />STMH-80 .....CL 5 O O.sl= .............. ...STA 4+20.. <br />RE - 917.48 IE (NW) — 912.56 - - <br />CB -79 (SEE SHEET 5) RCPIE (NW) - 912.19 <br />91219 <br />RE - 915.90 56' 24' RCP <br />IE' (S) 811.84 ' ' ' ' <br />CTA —78 <br />1+4 <br />CBMH-78 CL 5 O p.55X STA 1+47 CBMH=75 <br />(SEE RIGHT) 905 ... ............... [RE _ .915.90 .... STA 2+89 905 <br />IE (N) - 911,175 RE = 918:63 <br />�IE (W) = 907.73 IE (SE) - 911.68 <br />IIE (E) = 907.73 IE (S),= 907.05 <br />IE (W) = 907.05 <br />xwn. ree@IIST-e16e MG"—W. <br />rw (INW-EM Eamr,r r.. Mx eesN <br />TAF— PeeleeTa w uereeeedpme <br />Wnmod wahNs.l rrrc- <br />r �P� p".0 IF a w. w RnYo�w <br />� ,yrfYYa rd 9x 1 m a i¢ Lr_l l�Li. <br />Bf� .ds d iw d ar err v rrer <br />ars � rf�s Na 77116 <br />Leiert fq! � � <br />a� DR Horton, Inc. - Minnesota <br />o..r. a�n 20860 IGmM40 Capt; Bdm 100 <br />rmr mer.. a mr as Tads 4* mmamm am <br />Calf 48 Hours before digging: <br />811 or calI811.com <br />Common Ground Alliance <br />GENERAL NOTES: <br />• RADIUS TO BE B618 C. k G. <br />W111-1 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />a DENOTES GUTTERLINE ELEVATION <br />" o AT INTERSECTIONS <br />• ALL RCP SHALL BE CLASS 5, <br />UNLESS OTHERWISE NOTED <br />PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />END SECTION LENGTH. <br />CASTING NOTE: <br />CATCH BASIN CASTINGS SHALL BE SUMPED <br />O.f5' BELOW GUTTERLINE, MANHOLE CASTINGS <br />SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />ALL CB, CBMH & STMH WITHIN 10' Or <br />HORIZONTAL DISTANCE TO THE WATERMAIN <br />SHALL BE CONSTRUCTED WITH POURED <br />INPLACE INVERT & SHALL UTILIZE WATER <br />STOP GROUTING RINGS <br />NTH�� CAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED GEODETIC <br />DATUM IN US SURVEY FEET. <br />NGVD—NATIONAL GEODETIC VERTICAL DATUM <br />x <br />0' 50' 100' 150' <br />Latmt Fevislan Date�%�' 16 <br />... earwater 00a4092.035TF0� tlwg <br />»ems ovl2zlw � 6 ow s <br />Cove 3rd <br />sftwt evm <br />Addition COIL t & Stams <br />mctkm PIAN <br />m%Q, MN <br />