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02016 Westwood Professional Services, Inc. <br />1 N <br />v° 1 I iji9 / <br />tr <br />\ <br />13 <br />140, <br />U Y <br />1 <br />� � n <br />♦♦ <br />I 3 I I I I V VV ♦♦ <br />I I I I I I <br />I I I I I VI 7 ♦\♦ <br />3 1415 II 6 VV <br />2 I I I I I V <br />I I I I T MH l 5' CONCRETE <br />I I I I CASTING (TYP.)I\ (SIDEWALK (TYP. <br />DRNNni.E(TYP I I I CONSTRUCT PEf)j <br />L -----J L - _ — RAMP (TYP-) <br />1 <br />1 <br />, V <br />, <br />< REMOVE AND 1 <br />♦ RELOCATE TYPE <br />♦ ♦ 3 TRAFFIC <br />®r ` ` BARRICADES l <br />vvii-vi � { <br />/ 1 <br />"RD ♦\♦♦ I <br />— -MOVE BULKHEAD Ac <br />CONNECT TO EXISTING I I OUNTABLE CURB \ V \ \ 6 <br />S1TXtM SEWER I £. I & GUTTER(TYP)L-MCBMH <br />1 -67 2 I i 4\\I 5 \\ \\ <br />I I I I Y \ <br />1 I I I l \ \ \\ <br />L-----------3 L------------ 1 \ <br />l \ <br />IV ' <br />n II 3 + 3 2 <br />—J 1 Imo, <br />♦ 11 I i \V i' T A <br />l 4 <br />/ <br />5 <br />ONEKA PARKWAY <br />930 9. <br />c on <br />oin <br />Rai 40.00' VC - 'mm' ora- SOHO' v0 'rnm- "m:S' <br />H.P. ELEV = 917.72 - - L.P., ELEV —' 916.68 : <br />925 H.P..STA .= .8+64.99._ - - - - - - - - - - 9' <br />PVI STA = 8+65.00 LPnSTik = 10+60.11 - - <br />0\4 ELEV = 917.76 - RVI STA: = 10+60.00 PVI STA- '13+59.07- <br />A.D: _ =1.21X - PN ELEV = 916,60 PVI ELEV = 918.39- <br />K=33 - - A.D.=1.21_X_ - <br />49 <br />PVC 8+45.00 K — - 10 <br />PVC 1D+35.00 9: <br />920 PVC =.8+85.00. PVH �=�10+85.00 <br />ELEV = 917.66. ELEV = :916.75 <br />/ELEV <br />ELEV _ 917.66 = 916.75 <br />(RELOCATED TYPE <br />3 TRAFFIC <br />:BARRIcaDEs <br />SND Cdd.'. CONC. SIDEWALK <br />& STREET CONSTRUCTION <br />AT STA 13+12 <br />---- ------ <br />i 36 — 12� RCP - - <br />.- <br />. . . . . . 1. — _ 21 <br />117' — � RCP 142': — 12�_ STIAH-93A <br />RCP: RE = 917-34 <br />CL 5 9:-0-35X CL --5'0'0.35% IE -(NW)= 910.43 <br />-------------------------a�. . . . . . . E:(NE)= 910.43 <br />— ,o ............... <br />---- --- ------ -� • —.2RCP <br />a- ! 0.30X 24" RCP - CLCf1MH-91 . - _5 a 0.35% - . <br />CL 5 - <br />CBII"7 . . . .RE = 916.30 . RE. _ 916.51: <br />.. .R.E. = 916.98 ....: .IE.(NE): =. 909.41. IE .(SW).=.909.94.. .. = 916:30 - - <br />IE(N):=.908.59 .IE.(SW): 909.61- IE (NE) -=-909-74- CBYH. 91 E (NW) = 912.18 <br />E (NW) = 908.99 IE (SE): __ 912.09. IE (NW)__.91.1.54. — . <br />. E (SW) = 906.99 (SEE LET) 25' — 12' RCP <br />- - : CL 5 O 0.361E <br />4- PVC PRIVATE SUMP <br />PUMP LEAD (TYP.) <br />t>. <br />Call 48 Hours before d'lgging: <br />811 or c"Ixam <br />Common Ground Alliance <br />GENERAL NOTES: <br />XXX.X DENOTES SANITARY SEWER SERVICE <br />INVERT ® 10' OUTSIDE R.O.W. <br />WYE=XtXX DENOTES SANITARY SEWER SERVICE WYE <br />LOCATED ON MAINLINE FROM <br />DOWN STREAM M.H. <br />FLAG HYDRANTS. <br />EXTEND RODS ON VALVE'S DEEPER THAN <br />7.5' FROM FINISHED GRADE. <br />ALL DROP MANHOLES TO BE CONSTRUCTED <br />USING OUTSIDE DROPS. <br />® WATER SERVICE TO THIS LOT SHALL BE <br />INSTALLED UNDER PROPOSED STORM SEWER <br />8: SHALL MAINTAIN A MINIMUM VERTICAL <br />SEPARATION FROM STORM PIPE OF 2.0 FT. <br />NOTE <br />SANITARY SEWER SERVICE STUBS TYPICALLY 3' <br />DOWNSTREAM OF WATER SERVICE CURB STOP <br />SANITARY SEWER AND WATER SERVICES SHALL <br />EXTEND 10' BEYOND THE R/W LINE <br />SANITARY SEWER SERVICES SHALL BE SCHEDULE <br />40 GLUE TOGETHER PIPE <br />CORPORATION STOP SHALL BE THREADED INTO <br />THE WATERMANIN (NO SADDLES) <br />1' HOPE WATER SERVICE SHALL BE MIN SDR 7 <br />ALL WATERMAIN INCLUDING HYDRANT LEADS <br />SHALL BE DUCTILE IRON <br />ALL WATERMAIN AND APPURTENANCES SHALL BE <br />POLY WRAPPED <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED <br />WITH AN AIR BL® SYSTEM <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED DATUM IN US <br />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />8 9 10 - _ 11 <br />12 13 <br />14 <br />- Clearwater Cove <br />westwwod -��' �� = � : <br />� <br />� <br />�w v Iw t r r� 1/ Y��la '3%2 p TM IRV9M5 <br />H>. <br />_ <br />DR Horton Inc. <br />4th Addition <br />INSsi <br />��rr <br />(853)8373,® ]eae 4we8�odva / I� <br />V <br />D_ am <br />/ <br />F- <br />FR (833)831be32 Eden Freida, MN 58844 <br />TmkR (888)837-siw wswondp—wl A T1, _......_.. _._ <br />I <br />... <br />i <br />1AIYbmd FANNE10wl Swdm 8t v e OkWV M_ rh V716 —.— <br />2—d H>ry HwAt� l<:r <br />EaloevlBH;, 1MToneeoh 58D44 <br />Hyo, �� <br />r` <br />0' 50' 100• 150' <br />1AbW Revmm Dow 04/06M <br />0004092.04STF01.dwg <br />Dme, 11/09/16 Sheee 5 OF 8 <br />Sweet & Storm Sewer <br />C.OASttuctkm pbn <br />