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o <br />TRUNK SANITARY SEWER <br />17 OTHERS <br />NN BY OTHERS <br />I58/..683.45 <br />8[1114.10".1 <br />1307.82 <br />ELOCK 0 <br />3 <br />CONNECT r OIP <br />CL52 WM 1320' <br />TO CRY CONNECTION <br />25435 -r <br />50875 00.45 <br />195EF =S <br />SOR35 00.49 <br />11 <br />881.902.8 <br />RN4592.3 <br />10 11 <br />ROM -9010 <br />MY -888.3 <br />IGSLF -r <br />S8R35 00.4 <br />1 <br />BLOCK 3 <br />1)RP WISP A <br />1861.897.5 <br />5840.4594.3 <br />902.4 <br />-664.6 <br />2 <br />153L7 -8'. <br />50835 00.45 <br />FR.IRATHON <br />\181 55 <br />SUBCU0 1' 553 WITH <br />1• MIKAM SONS . <br />99 <br />RN -901.5 <br />RN -681.5 <br />1021J-r .5DR35 <br />00.775 <br />RN -907.3 <br />9N4698.5 <br />RIM.6043 <br />*M' -890.7 <br />b <br />6- <br />2460F -13' 5035 <br />00.45 <br />BLOCK 3 <br />PARK <br />V <br />R1M -903.2 <br />958 -691.7 <br />RGWD <br />NML.892.1 <br />AIWP RASP 4 <br />*55.694.3 <br />15580.691.5 \ <br />1981F -r 50935 <br />ROAR <br />I6 <br />64 <br />9161.903.5 <br />*114693.5 <br />9. <br />PARK <br />u <br />PARK <br />• <br />INFILTRATION <br />9635_ <br />1560 SF <br />MCA 1' FILL WITH <br />i• GRAMMAR SOBS <br />1308.98 <br />J 144 orr <br />19035-8 <br />SOR35 00.49 <br />ASPEN LA. <br />OUTLOT E <br />EYTEND (1208580. SAN <br />44tF -• <br />50835 00.49 <br />R 01.5 <br />958 -891.5 <br />T1 <br />0 E0 120 180 <br />5 DIP WATEBµMN <br />r SAN SEWfA <br />LEGEND <br />PROPOSED STORY SEWER <br />0611N0 WA1ERW4N <br />PROPOSED WATERNVN <br />SANITARY SEWER <br />PROPOSED SANITARY SEWER <br />• -li PROPOSED HYDRANT W/ VALVE <br />1•--40 PROPOSED 0.1E VALVE <br />CONSTRUCTION NOTES: <br />1. REM TO 19067 77 slit PUN FOR BUILDING AND <br />PARKING LAYOUT, DRENSONS. AND LOCATORS. <br />2. THE UTILITY CONTRACTOR 5MAU. MERRY 101E LOCATIONS <br />AND ELEVATIONS OF THE BUILDING PPE SYSTEM PRIOR <br />TO CONSTRUCTING SERVCE CONNECTIONS <br />3. ALL PPE- CONNECTONS 1O EK6TNG mums <br />STRUCTURES SNAIL BE 'KOR -N -SEAL' OR DIY APPROVED <br />MUM- FOR CONCRETE RUCK OR BRICK STRUCTURES, <br />00360007 AN OPENING EQUAL 1D THE PPE SIZE GROUT <br />AROUND PPE TO CLOSE 05(05 O ANO 6EPAIR STRUCTURE <br />TO CRY 675& 0640007. THE C 455467OR SMALL VERFY <br />TYPE DE CONNECTIN *TN CITY ENGINEERING <br />DEPARTMENT ANO COORDINATE ANY REQUIRED CITY <br />06lNFECTKIN6 NEEDED FOR CRY ACCEPTANCE <br />4. STREET RESTORATION REOUEEMENTS. 1 -1/7 <br />BRIAANOLA WEAR COURSE 3-1/7 iRNWgU6 BASE <br />COURSE r a. 5 owl (1009 CRUSHED UMESIDNE) <br />COMPACTED SWUM Ally TRENCH BACK FLL <br />5. PRI05 TO 113171tY CONSTRUCTION THE CONTRACTOR <br />MU. FIELD VERIFY [215010. MTV =PONS AND <br />RNER75. ANY DISCREPANCY BETWEEN PLANS AND FIELD <br />CONDOUNS SMALL BE REPORTED TO THE OWNER <br />N 400841ELY. <br />WARNING <br />THE CONTRACTOR PALL CONTACT <br />ALL PUBLIC MUM'S FOR LOCATIONS <br />OF ALL UNOEIIGROPP PONES CARTS, <br />COMOURS. riots. 1MAn1DE5. VALVES, <br />OR OTHER BURRO STRUCTURES BEFORE <br />OGE7N0. HE 51A11 REPAIR OR REPLACE <br />THE ABOVE WHEN DAMAGED OUNNO <br />CONSTRUCTION AT NO COST TO OWNER. <br />REVISIONS <br />DA <br />2-12 -01 <br />RE <br />PRELIMINARY PLAN SVBSITFµ <br />4-5 -01 <br />RE <br />CITY R WATERSHED EVASIONS <br />oHERDtt ARMY THAT INS PLAN SPC000?10N. OR ` <br />REPORT WAS PREPARED 9Y ME OR INARR MY DIRER <br />SsPENNSION AND NNE AM • 04.L1. LICENSED PRO,ES40wt <br />[NOAREEN UNDER 05 THE SATE of MINNESOTA <br />00U D ST <br />G 00. ISSN <br />�RMry(p N; <br />0017 <br />SCHOELL & MADSON, <br />ENGINEERS R SURVEYORS , RLNNNO <br />SOIL n0000 • ENVIRONMENTAL 5ERNCES <br />10580 WAYZA7A BOULEVARD. 5007E 1 <br />8155(1ONKA, MN 55305 <br />(952) 546 -7801 , F43 : 548 -9065 <br />W.W.*0ho*4nlodson.ewn <br />OWNER /DEVELOPER <br />HERITAGE DEVELOPMENT <br />422 EAST COUNTY ROAD D <br />ST PAUL, MN <br />681. 481.0017 <br />PROJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY UTILITY PLAN <br />DATE: APRIL 6. 2001 J __ <br />APR 0 6 0001 <br />1;:(Y OF LINO LAKES <br />