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LEGENT) :1 <br />FAN MONUMENT FOUND <br />VALITIF POLE <br />FIN HYDRANT <br />EXISTING COWMR <br />OVERHEpb on <br />WA7MAIN <br />SANTARY SENN <br />STURM SEWER <br />02FRING FDICE <br />EXIFW ELEVATIOK <br />sm Boom <br />&EMM wm�m <br />"S wmvm <br />ROWSINIS THE TAG= TREE <br />NUMBEIR FI1OM A TREE INVENTORY <br />SUPPLIED TO US FROM OLIR <br />CLIENT. <br />— — — — — — DRAINAGE a UTILITY DSDW <br />SEMCK LINES: <br />PROVIDED WEILAND BUFFER AREA <br />WFLAND MWU AREA <br />SOIL NORM <br />CATCH BASIN <br />SANITARY SEWER MANHOLE <br />POWER POLE AND OVERHEAD WIRES <br />FENCE <br />GRAVEL <br />CONCRETE SURFACE <br />GRAVEL <br />EXISTING TREE LK <br />PROPM LK <br />SANITARY SEWER <br />STORM SEWER <br />WKRR MW <br />OW"A SINADE TREE <br />OMDUOUS SHRU11 <br />PROPOSED CONTOUR <br />XIMLI PROPOSED SM ELEVATION. <br />SANTARY SEWER k-WATERMAIN N= - <br />I, ALL PC WATERMAIN SHALL BE AWWA C-900 OR C-905 DRIS UNLESS <br />OTHERWISE NOTED. <br />2. ALL PVC SANMARY SEWER SHALL BE SIDIR 35 UNLESS OTHERWISE <br />NOTED. <br />3 ' SANITARY SERVICES SHALL 13E 4" PVC SCHEDULE 40, <br />4 WATER sw&-Es SHALL BE i I TYPE v coppER WITH 1, CORP. <br />5: CONTRACTOR SHALL IWALL HYDRANT EXTENSIONS AS NMESSARY <br />WHERE WM HAS BEEN LOWERED TO AVOID CONFLICT WITH OTHER <br />UTILMES. EXTID61ONS SHALL BE CONSIDERED INCIDENTAL TO HYDRANT <br />COST. <br />6- ALL SERVIICES SHALL 13E EXTENDED 10' BEYOND PROPERTY LINE <br />7. ALL HYDRANTS AND VALVES SHALL BE EOUIPPED WITH STAINLESS STEEL <br />BOLIS CORE BLUE OR EMJIV&W FLUOROCARBON COATED BOLTS SHALL <br />13C USED FOR ALL WALTERMOUN FITTINGS. <br />B. ALL DIP Wm SHALL 13E POLY WRAPPED WITH 8 MIL POLY MID POLY TAPED <br />AT ALL JOKM <br />S. ALL PVC & HOK WATERMAIN & ALL sEWMES SHA� BE L410 WITH <br />TRACER WIRE PER CITY STANDARD DETAIL PLATES. <br />WALL HYDRANTS 5 FEET BEHIND CURB, <br />12. 6" OR 12" HYDRANT OITMIONS ONLY. IF HYDRWr EXTENSIONS ARE <br />USED, ME VALVE NUT EXTENDERS WILL BE REQUIRED. <br />CONNEcT 70 <br />E" <br />---- ------------------------------ ------ 7 ---- 1--- <br />CAMPION <br />ENGINEERING <br />SERVICES, INC <br />'VVAYZA-1%)6, B't--Vb <br />4��04 <br />I- - - - - - - - - - - <br />F <br />L > <br />> <br />L Ejt�- <br />F- 4-- <br />\L MH 4 <br />6, GV <br />W/ E <br />1+13 <br />0 11.4 <br />��oo <br />PLUG M( <br />NE Mflftw/ <br />F <br />L6 <br />"A <br />0 CIAlEngin—irg Gi-andplanniN <br />Im Pklww Crea cobr. <br />P.Ck Bia 249 <br />ad <br />Pkfi% MN OLVIS <br />763-472-M72 <br />I= 753-479--4242 <br />IE -N* wasrokologralkinmm <br />or r4port bw b� pqm by me w <br />uRd- F137 Wdwt WPM Adm OW that <br />1 0" a P=r;jFAg11— <br />umdw 1hftr.Pot41,. <br />CONNELT TO EXISTING SANMUIY SM MH - <br />5 MM7L44 <br />Z <br />41- <br />/77 -7 <br />W <br />X. <br />0 C <br />N <br />'A' <br />oil, a <br />2� <br />qfUj��,K\ 2\\ <br />PRELIMINARY SITE PLAN <br />PC Exhibit B <br />6+13 <br />111L. X1 L ZrA C -r I Nck Is rrp-- - <br />aw-App: 2. ACCess - ie-imvaL z4,* v4 jf)F-,-rA4f T-jc_ <br />� 3. CONSM O -TION jEtjTR4WX- - TOC14' (kew CUL, <br />grAr5w7-A-noti FAD- Tt-Rpmw� <br />-RAW <br />E -pr <br />-,5TOWILE- <br />7. :51 LT FFNee <br />e. 3cReuk i Kc-% rU FFOP,- <br />T-c-mmiFluzy We--1w(Nc-T <br />RECEIVED <br />FEB 2 12017 <br /># 3 9 10 CITY OF ORONO <br />EISINGER MEADOWS <br />LAKE WEST, LLC <br />ORONO.MN <br />PRELIMINARY SANITARY SEWER & #ROJEcT —No'- <br />WATERMAIN PLAN 15-039 <br />- rATr— <br />SHEET NO. 5 OF 12 SHEETS 03/23/2016 <br />