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c2OI5 Westwood Professional Services, Inc. <br />FEST - 1 <br />r ` STMH-10 <br />POND 7 <br />OUTLET EL -902.0 I ! FE5-100 -4'. <br />HWL=905.5 CBMH-75 - PROFILE C <br />- <br />! --------- <br />12 <br />POND 1 <br />1 A� OUTLET EL=902.0 i i.v i u <br />q �, HWL=805.5 <br />4" PVC <br />DRAINTILE <br />a <br />b <br />�FES-750 <br />(TYP.) <br />-49 MOUNTABLE CURB <br />& GUTTER(TYP)STMH-754 STRICT PE. <br />~ u ! (TYP.) 5CONCRETE <br />1; EWALK (TYP.) <br />AnnAr i ADJU <br />I <br />END C&C, CONC. <br />�J I ,'; SIDEWALK & <br />.r I STREET <br />REMOVE CONSTRUCTION <br />I BULKHEAD t AT STA. 8+39 <br />--- RELOCATED TYPE <br />3 TRAFFIC <br />I 7-- BARRICADES <br />{iii <br />C .'E7G; P RKS: ; _ I /j\i STMH-BO CBMH-B6 , <br />ADJUST MH - <br />�� CASTING (TYP.) <br />1 I CBMH-87 . <br />/ZREMOVE AND <br />BULKHEAD <br />RELOCATE TYPE ,. <br />3 TRAFFIC 2 <br />BARRICADES 4" PVC <br />1 v Q E PRIVATE % - <br />SUMP PUMP <br />LEAD (TYP.) _ <br />ii BAH -81A' <br />�J_ <br />I V) _ REMOVE <br />BULKHEAD.- <br />f� <br />I /.- <br />ONEKA PARKWAY <br />L.P. ELEV - 916.53 H.P. ELEV - 917.72 LP. ELEV = 916.68: <br />L.P. STA = 6+45.00 H.P. STA 8+65.00, .... L.P.- STA 10+80.00 - <br />- PN 574 = 6+45.00 PVI STA 8+85.00 PVI STA 10+60.00 <br />PVI ELEV = 916.45 PVI ELEV = 917.78 PVI ELEV = 916.60 <br />A.D. 1.20% A.D. _ -1.20% A.D. = 1.20% <br />K = 41.67 : K- = 33.33 - K = 41-67 <br />5040' VC : 40.00' : 50.00' VC <br />o.. .,,.o... <br />g PROPOSED C/L: 19 0 0 <br />o m GRADE (TYP.) : a r^: n Yi n <br />0o ° PROPOSED C +m m � 00+ O + m <br />m m SUBGRADE (TYP.) II II p II o W 0 a <br />.II-.. -.----.- -- p..11... ..l..l <br />a w 11 w a GS a w <br />0.60% <br />0.60% <br />-0.60X <br />4' - 21": RCP <br />EX.CBIIH-81------- <br />�------ <br />CL 5 O 0.35X <br />STA 6+ :5 <br />- <br />RE = 915.81 <br />.. 1. (NY4:..- .91.41 ... <br />DULKHE.,D <br />STA 6+81 <br />......1.38 <br />.-.24. RCP ... ... <br />.. ........ ... <br />IE (3) - 911.41 <br />IE (N) = d 1.29 <br />- <br />CL 5 O 0.30% <br />- - <br />IE (NE) = 911.82 <br />IF (5) = 9 1.29 <br />44' - 24" RCP : <br />CBMH-87 <br />59' - 15" RCP ' <br />CL 5 O 0.30X - <br />CBMH-86 <br />STA 7+89 <br />S <br />TA 9+36 <br />CL 50 0.35% ' <br />... .. ... <br />STAN <br />RE = 915.95 <br />- <br />RE - 916.98 <br />IE' N 908:59. . <br />STA 7+43 <br />+43' <br />RE 18.61 <br />IE (5) 908.17 <br />IC (N) - 908.17 <br />IE (NW) = 908.99 <br />IE (S) = 908.04: <br />S) <br />IE (SW) = 908.99 <br />IE (E) = 90&04: <br />IE (N) = 911.09 <br />I 5 6 7 8 9 10 <br />WwWood <br />wwn" I)IISM9.0 nvpAn+e.+«n oXve -� <br />Fa 1� YSIdIS! Etlm P,"YM. YX YAN <br />TAF- IN@�IY47 bIS�OeoO�osn 1� ��eSC! )� <br />wYKwooa haftal W swMwa Inc ar 07!12/16 u,r, Ns 17716 - - <br />11 <br />12 <br />PROFILE A <br />24 RCP 26' - 24" RCP <br />CBMH-75 CL 5 O 0.74% - CL 5 O 0.64% <br />(SEE SHEET 8 - <br />...............STMH-75A..- -. -- . ........ <br />... RE = 908.30 - <br />IE (N) = 905.65 FES -758 <br />It (SE) = 90217 IE (NW) - 902.00 <br />PROFILE B <br />10'.- 18". RCP.. <br />C1- 5 O 0.3:% <br />69' - 18" :RCA A <br />i- CL 5 O 0.35X <br />%.CBMH-88 <br />TA 3+41 CBMH-87A CBMH-87 <br />E - 913.50 RE = 915.90 (SEE BELOW) <br />(P"N) = 903.80 IE (NW) = 909.32 <br />(SE) 909.60 IE (SE) 909.32 <br />PROFILE C <br />18' - 12" RCP 24' - 12" RCF <br />CL 5 O 0.00% CL 5 60.00% <br />FES -100 FES -102 <br />IE (SE) = 902.00 IE (SW) a 902.00 <br />STMH-101 <br />RE = 906.00 <br />:IE (NW) - 902.00 <br />IE (NE) = 902.00 <br />ch.wd�� DR Horton, Inc. - Minnesota <br />a- owe "M c� &100 No <br />Takepi)lay Ml D=ft om <br />Cove 3rd <br />Addition <br />+Am% MV <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Allionoe <br />GENERAL NOTES: <br />• RADIUS TO BE 8618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />DENOTES GUTTERUNE ELEVATION <br />%A!Mp 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 />0.15' BELOW GUTTERLINE, MANHOLE CASTINGS <br />SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />ALL CB, CBMH & STMH WITHIN 10' OF <br />HORIZONTAL DISTANCE TO THE WATERMAIN <br />SHALL BE CONSTRUCTED WITH POURED <br />INPLACE INVERT & SHALL UTILIZE WATER <br />STOP GROUTING RINGS <br />THE�� CAL DATUM OF THIS PLAN 15 BASED <br />ON THE NOVO 1929 ADJUSTED GEODETIC <br />DATUM IN US SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />0' 50' 100' 150' <br />Latest RevWon Dates 07/12/16 <br />0004092.03STF01.dwg <br />DO. 07/12j16 shat 5 OF 8 <br />Street & Storm Sewer <br />cnnshmctiom Plan <br />