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92016 Westwood Professional SmV.=L . Inc. Coil 48 flours before digging: <br />811 or ca1811 _can <br />_ Common Ground Alliance <br />-- - <br />— — �� I � ._ _. _ \ � � ♦ � � GENERAL NOTES_ <br />RADIUS TO BE 8618 C. & G. <br />\- \ WITH 10 TRANSITION FROM <br />% 8 \ '.\ \ / SURMOUNTABLE CURB <br />DENOTES GUTTERLINE PLEVA -HON <br />- 4 � .. 5 9 1 }1� . A11 AT RCPT INTERSECTIONS <br />CLASS 5, <br />_ 4- PERFOIR TED <br />4 SUNLESS GTHEI?WISE NOTED <br />IDE OF CO (TYP) LF / \\ \ 1 11 E PROPOSED STREET LIGHT <br />1 ._ <br />3 PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />' ._ __. _- END SECTION LENGTH <br />_ MH-72ASIDEWALK <br />1 CASTING NOTE: <br />CATCH BASIN CASTINGS SHALL BE BUMPED <br />0.15' BELOW GUTTERIJNE, MANHOLE CASTINGS <br />CT PED- Y _.� 1 \ 1 SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />_ .... RAMP (TYP.) \ \ <br />ALL CO. CBMH & STMH VAT14IN 10' OF <br />. _CBM -71 _, 4A ,r+ _ - , HORIZONTAL DISTANCE TO THE WATERMAIN <br />� <br />JUST <br />CTED WITH POURED <br />FXST.ORM- q - ...CB-72B�.. CASTINGM) (iYP 1 INPLACE INVERT ALL BET& SHALL UTILIZE WATER <br />.. / MOUNTABLE CURB. ` \ _ STOP GROUTING RINGS <br />1 <br />_ .... k GU7lER(TYP}f j1Tg <br />t/ ! V _ / 1 _ - - THE VERTICAL DATUM OF THIS PLAN 1S BASED <br />+� SIRUCT PED: 1 1 ON THE NGVD TE <br />1929 ADJUSTED GEODETIC <br />' ..� . - s , RAMP (TYP.) '� , 1 DATUM IN US SURVEY FEET <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />GV <br />EX (TVP.) $ _ ... ... 1 <br />- ' `BEGIN C_ & Q. 0 SMC. _ <br />` .. aDEWALK a <br />CONSTRUCTION A-( A- e+a3- 5--D, <br />SAWCUT BIIUMINOV EDGE 10 y \ `, D, / ..' WIDE BITUMINOUS <br />5 <br />P .',•,-r - / �..' _ _ . - TRAIL_ <br />�: - .+_`:: ,• ` - 4 LIGHT' <br />.s <br />2 <br />12 <br />f..,. <br />0' 50' 700' 150' <br />143RD COURT <br />(STREET 8) <br />925 925 <br />m ;n <br />�� .e:o Pini <br />m Pw O� N N N <br />of w al -m - rn_a+ - - - m w RE; �.� �:� inw <br />920 PVI STA = 8410.00 W .. -LLso t 92D <br />.. .PVI. x.31 7-PVI'STA'='8+49:00.......-... ........... .................... ...... <br />............. <br />. PVI EIEV = 917-15. - . 0.50.2 - PVI STA. _ ]8+74.D4 <br />206X PN ELEV = 91&43 _ 28' - T5' RCP- PN QEV 914.41 . <br />915 . 10' - 15" RCP 327 = 15 RCP CL 5 ®0.32X- .. -- .... - - - - , 40,00 VC ...... . . .....:.........:.........:....... . <br />.e.l.... 1 1 .. : {X 5 a 0.45%.......:...... 5.0 0. - ................ .......... ' ' - .. ' . 17.P. ELEV - 920.83: � - <br />1 : 1 1 .... i. i . - . - ... - - - � -t{ P_ STA a 16+2M&17- <br />11 <br />, i _ CB -72B - _ - _ PVI STA'= 16t2&- <br />CBMH-72A. RE = 87$_00 - Pill L- E1w=' 920:89 <br />— <br />��-- RE. = 917.90 IE (N) - 913.90 s. � • r � - A.D_ _ -1.2= <br />9 0 - - FX.CBMH-71 �� IE (S) t 913.81 K 3328 ... 910 <br />---- <br />REL <br />216M'- -- -- - .-'.'--L---------IE (W).d.913.8'1.... .: - <br />-'1E113=91228- <br />IE (W)=-911.48. <br />IE (S) � 91].48 . <br />905 905 <br />8 9 10 11 12 13 14 15 16 17 18 19 <br />I Vests ood __ <br />Plow. — trtpl s3 d1w >e.a M.c..,eorn,. <br />F- 1m98l3 , PnIrIFMn'.�TNr 4 <br />TrF 199W 93T 3150 webe.odp.oa <br />MlMword IMohrlFelY i1A1M.q .t <br />Z r. b, n.W ar sL yea .1. mp by . tir W ' IYnddor — <br />s.e <br />for <br />DR Horton, Inc - Minnesota <br />nr"°r owa 20860 ICmbddge Coma, 9,116, 10 <br />seer blobft TalxsiBq xammmfa sm" <br />UWA RxvW— <br />V A 1J�tar OCi/07/16 <br />�.��.��y� 0a]4a92aL'1F03.tlr3 <br />M&E. a� 4 06 <br />Clearwater Cove <br />2nd Addition ssftftt + t� & ' &wer <br />Wua�c uCem mm <br />IIuRo 1lNi <br />