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• <br />• <br />auv <br />SANITARY SEWER LOCATION <br />TO BE COORDINATED <br />WITH MECHANICAL AND <br />SEPTIC TANK LOCATION. <br />2 SEPTIC TANKS <br />1 UFT TANK <br />PROPOSED MOUND <br />SYSTEM LOCATION <br />10.00' MIN. SETBACK <br />FROM PROPERTYAINE <br />r <br />PROPOSED WELL <br />LOCATION <br />PROPOSED <br />2 STORY BLDG. <br />FFE= 918.00 <br />09,1 LW” lAval <br />qS9 S�' 13.207 S.F. — ,e-, r �'✓ <br />STUB INVERT = 913.50 ti <br />• "''mil <br />\ /� .� • <br />\ • \ / \ IONS -G • /- <br />/ -- —1 j <br />1/ <br />\ 1' / <br />. t / <br />_ — y> • / / <br />0 - // 1 / WO) / / I <br />��qqo0 d , / 110"4 111[ LION— / r. \ _ J <br />OETENTIONPOND / / v DRAINAGE r .---- / \ i �TId , — — — <br />' . / EASEMENT / \ <br />• vrlce PEIRRIIL FOR BASIN / \ <br />\ 1 <br />--1 / .i \ <br />_ _ _ \ <br />— / / / / <br />/ / \ <br />/ _ / / \ <br />/ / _ / \ <br />/ / <br />1 / <br />// / <br />/ // 1 <br />y/ / -- // <br />/ i /� <br />E LIA <br />1 \ lit1 <br />/ \ <br />/ l <br />/ / <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />UTIUTY NOTES: <br />1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING <br />DAYS PRIOR TO EXCAVATION- CONSTRUCTION, FOR UTIUTY LOCATIONS. TWIN CITIES <br />METRO AREA 454 -0002 OR TOLL-FREE: 1- 800 -252 -1166. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING <br />UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE EXCAVATION. THE <br />CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY <br />DISCREPANCIES OR VARIATIONS FROM PLAN. <br />3. CONTRACTOR SWILL NOTIFY ,THE CITY OF LINO LAKES AND ANOKA COUNTY 48 <br />HOURS W ADVANCE OF WORKING WITHIN THE LIARS OF CENTERVILLE ROAD. CITY <br />INSPECTORS MUST OBSERVE All WORK COMPLETED ON CENTERVILLE ROAD INCLUDING <br />REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT <br />OF WATER AWN MO SANITARY SEWER, UTIUTY CONNECTIONS TO EXISTING LINES, <br />BACKFRLWG AND PLACEMENT OF BITUMINOUS PAVEMENT. <br />4. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY <br />510840E FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES MID SIGNING SHALL <br />CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC <br />CONTROL ZONE LAYOUTS, JANUARY 1998. <br />5. THE EXISTING NUMINOUS PAVEMENT SHALL BE SAWCUT W ACCORDANCE WITH <br />Mn /DOT SPECIFICATIONS. <br />6. ONE ELEVEN FOOT MINIMUM WIDTH LANE SHALL BE PROVIDED AT ALL TIMES. <br />ONE ELEVEN FOOT MINIMUM WIDTH LANE W EACH DIRECTION SHALL BE PROVIDED <br />WHEN THE CONTRACTOR 5 NOT WORKING ON CENTERVILLE ROAD. <br />7. REFER TO GRADING, DRAINAGE AND EROSION CONTROL PUN FOR STORM SEWER <br />LAYOUT AND ELEVATIONS. <br />8. REFER TO ARCHITECTURAL SITE PUN FOR MOST CURRENT HORIZONTAL SITE <br />DIMENSIONS AND LAYOUT. <br />9. AU. UTLJTIES SHAU. BE CONSTRUCTED W ACCORDANCE TO THE CITY'S LATEST <br />EDITION OF STANDARD SPECIFICATIONS AND DETAIL PLATES AND /0R STATE PLUMBING <br />CODES. <br />10. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, <br />WATER MD PLUM13816 PERMITS FROM THE CITY'S BUILDING DEPARTMENT. <br />11. CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. <br />CASTING AND STRUCTURE SCHEDULE: <br />STRUCTURE <br />NUMBER <br />STRUCTURE TYPE <br />AND DESIGN <br />CASTING <br />TYPE <br />co <br />V <br />NOT FOR CONSTRUCTION <br />SCALE: 1"=60' <br />0' 60' 120' 1 ?0' <br />North <br />z <br />CIVIL IINCINIZRENG <br />u1GSC.P1 .RCm7'RTURI <br />w nROrnmfru SURYICO <br />URBAN PLANNING <br />CON314UCT70N =VIC= <br />; ' •■, Sotto 1011 <br />▪ sae -4641-07111 <br />ru: u1- 1.111-0091 <br />VW: Wneakrreaeom <br />STI( <br />MUNITY CHURCI <br />LAKE AMELIA <br />CENTERVILLE ROM <br />LINO LAKES, MN <br />Project No • 1027 <br />Dote: 10/18/9. <br />Drown By BPV /.:J` <br />Checked By 0. <br />Revisions: <br />St°N CL <br />12/01/99 Comrnision Comma, <br />Shoal Tl. <br />PRELIMINARY <br />UTILITY <br />PLAN <br />C3 <br />• <br />