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YI , KUL 2Z 3 <br />Cal <br />�- <br />U <br />p LJ / <br />� <br />I�- w0Oap <br />OJT <br />Z } <br />OQ�� <br />F_ :2 <br />UL��F- <br />a- <br />OJLLIQU <br />� aafZ <br />Qww <br />LLJ <br />X J Z J <br />O D Q U <br />a-0Ul0 <br />O <br />Qw?O <br />LLJ <br />O <br />O <br />N <br />��N <br />0N <br />cn of <br />QI <br />Ld <br />w� <br />ai F_ LO3 <br />m* <br />O <br />b w <br />: =a; <br />-0 wF- N <br />O <br />C Z w Z <br />J O <br />O <br />�F-F- <br />v M <br />° 3�uwi O <br />/ <br />N <br />I <br />o 1 <br />U <br />i <br />N M <br />Q <br />I <br />� 1— <br />o U <br />Q <br />F-- <br />SOUTH LINE OF THE _ <br />SW 1 /4 OF THE SW 1 /4 i <br />SECTION 28, TWP. 31, RGE. 22 <br />I976.92 �! <br />_\\--SOUTHWEST CORNER <br />OF SECTION 28, <br />TWP. 31, RGE. 22 <br />OUTLOT E <br />33-31-22-22-0062 <br />Foxborough Homeowners Assoc. <br />Unassigned <br />I <br />I <br />I <br />I <br />OX S8 <br />EXISTING STREET <br />LIGHT <br />27 <br />33-31-22-22-0012 <br />George P & Linda M Dawson <br />883 Fox Road <br />Vacant Lot <br />Wet - <br />I <br />cn <br />O <br />0 <br />28-31-22-34-0036 <br />3 <br />City of Lino Lakes <br />0 <br />° <br />0 <br />Unassigned <br />Q <br />0 <br />� <br />0 <br />-a 3 <br />° <br />O <br />m <br />f- <br />3� <br />all, <br />O <br />0 <br />LLI <br />ali, <br />y <br />J <br />- <br />Q <br />3 <br />V) <br />la <br />a�I. <br />STREET LIGHT <br />(INSTALLED FOR SADDLE <br />CLUB 3RD ADDITION) <br />SHEET INDEX <br />VV <br />160VVCr1 %7r7CC1 <br />C1.1 <br />GRADING, DRAINAGE & ESC PLAN <br />C1.2 <br />WMC BUFFER AREA - EXISTING <br />C1.3 <br />WMC BUFFER AREA - PROPOSED <br />C2.1 <br />PLAN/PROFILE - SANITARY & WATERMAIN <br />C2.2 <br />PLAN/PROFILE - STORM SEWER & STREETS <br />C3.1-3.2 <br />DETAILS <br />C4.1-4.2 <br />SWPPP <br />L1 <br />LANDSCAPE PLAN <br />L2 <br />TREE INVENTORY & REMOVAL PLAN <br />9�/OUTLOT E <br />)[ALE CLUB FIRST ADDITION <br />WITNESS CORNER, SECTION 33,- <br />996.01 TWP. 31, RGE 22 <br />50 ,E 3 1� BRIDGE <br />/ KIZoned PUD (Ord. 26-04) SOUTHWEST CORNER OF THE �- <br />SE 1 /4 OF THE SW 1 /4 \ <br />��--� SECTION 28, TWP. 31, RGE. 22 <br />50 00 <br />Y <br />o J� <br />II I I II i w \ <br />110 <br />Iw � I <br />3 OUTLOT C <br />Ci <br />\ <br />LL_ y I <br />0_ I I I <br />I I I <br />I I I <br />I <br />25 / 33-31-22-22-0060 I <br />25 FOXBOROUGH HOMEOWNERS ASSOC. <br />I li I I I / I Unassigned I <br />/ / <br />_ 895 <br />28-31-22-34-0034 <br />City of Lino Lakes <br />Unassigned <br />OU TLOT B <br />33-31-22-21-0004 <br />FOXBOROUGH HOMEOWNERS ASSOC. <br />Unassigned <br />OUTLOT E <br />SADDLE CLUB FIRST ADDITION <br />-}am jaM <br />-}am <br />7aM <br />�aam <br />Zoned PUD (Ord. 26-04) <br />4TH A <br />Know what's below. <br />Call before you dig. <br />DRAWN BY: DESIGN BY: <br />A.G. A.G. <br />CHCKD BY: PROJ. NO. <br />C.W.P. 17-1685 <br />r ■ ORIGINAL DATE: <br />APRIL 10, 2017 <br />COVER SHEET I i� i � i i�i <br />LINO LANES, INN <br />VICINITY MAP <br />Country <br />Lakes Park <br />34 <br />Birch Ln <br />3 <br />Co�ry ov\-' DL <br />ae0xWLn <br />Birch St Old Birch St <br />it 'cdy <br />0 G <br />e Rd <br />South <br />vJ 6\0N Reshanau <br />Lake <br />Estates qD <br />a <br />Park o <br />N.T.S. <br />11 <br />W <br />a LU 0 <br />ZOa¢w <br />g>- awz <br />M.229 <br />LU <br />ali, <br />Z ly <br />= <br />�C�w0 <br />GENERAL NOTES <br />a = aLU <br />H Q <br />1 O0 ow <br />1. <br />THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION <br />W LU <br />OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. <br />P Z W 2 <br />~ <br />THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO <br />IM >. 0 u. LL <br />m <br />TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE <br />�j D m O <br />UTILITIES. <br />} w > a to <br />2. <br />CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. VERIFY <br />m R w p <br />ALL UTILITIES CRITICAL TO CONSTRUCTION. <br />M a a W <br />3. <br />INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND <br />_ Co In <br />W lu LU <br />W <br />STANDARD DETAIL PLATES. <br />2 <br />4. <br />THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF <br />- a U <br />72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO <br />M <br />EXISTING HOMES OR BUSINESSES. <br />5. <br />STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC <br />STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. <br />6. <br />NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF <br />CONSTRUCTION. <br />7. <br />THERE ARE NO KNOWN WELLS ON THE PROPERTY - IF A WELL IS ENCOUNTERED <br />DURING CONSTRUCTION THEY MUST BE SEALED IN ACCORDANCE WITH MINNESOTA <br />T <br />DEPARTMENT OF HEALTH REGULATIONS. <br />8. <br />CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION <br />OF ALL EROSION CONTROL MEASURES PRIOR TO ANY WORK <br />W <br />O <br />W <br />O <br />W <br />r <br />O <br />M <br />4 <br />W <br />O <br />M <br />W <br />Z <br />a <br />CO) <br />J <br />a <br />I1J <br />aM <br />W <br />T <br />N <br />N <br />O <br />r <br />CURB& BITUMINOUSNOTES <br />m <br />Z <br />4 <br />1. <br />REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR <br />' <br />O <br />CONSTRUCTION IS CONSIDERED INCIDENTAL. <br />J <br />N <br />W <br />T 2. <br />SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. <br />ALL SAW CUTS ARE TO BE FULL -DEPTH. <br />0 <br />Z <br />3. <br />4. <br />RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. <br />BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. <br />Q <br />W <br />5. <br />CONTACTOR TO SEAL JOINTS BETWEEN EDGE OF BITUMINOUS AND CONCRETE CURB <br />WITH MASTIC JOINT SEALANT. <br />SANITARY SEWER NOTES <br />1. EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN <br />THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES <br />PRIOR TO ANY INSTALLATIONS. <br />2. PROPOSED SANITARY SEWER PIPE MATERIALS: <br />2.1. SEWER MAIN SHALL BE PVC SDR 35. <br />2.2. SEWER SERVICES SHALL BE PVC SCHEDULE 40 (SEE DETAIL SAN-7 AND <br />SAN-8). <br />3. PROPOSED SANITARY SEWER SERVICES SHALL HAVE TRACER WIRE WITH ACCESS TO <br />WIRE ENDS TO MEET CITY LOCATION REQUIREMENTS& <br />4. CONTRACTOR TO PROVIDE X, Y AND Z GPS COORDINATES FOR WYE AND SERVICE <br />ENDS FOR LOCATING IN FUTURE. <br />5. SANITARY SEWER PIPES TO BE JOINED TO THE SANITARY MANHOLES WITH <br />APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATER TIGHT. <br />CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED. <br />WATER MAIN NOTES <br />1. EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR <br />TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY <br />INSTALLATIONS. <br />2. MAINTAIN MINIMUM 24-INCH VERTICAL CLEARANCE BETWEEN SEWER AND WATER <br />MAIN OR WATER SERVICE CROSSINGS. PROVIDE 8'x8'x4" INSULATION AT PIPE <br />CROSSINGS WERE THERE IS LESS THAN 24" VERTICAL CLEARANCE BETWEEN THE <br />WATERMAIN AND SEWER. <br />3. MAINTAIN 10-FT HORIZONTAL CLEARANCE BETWEEN SEWER AND WATER MAIN. <br />4. PROPOSED WATER PIPE MATERIALS: <br />4.1. WATER MAIN SHALL BE DIP CLASS 52. <br />4.2. WATER SERVICES SHALL BE 1" COPPER TYPE K. <br />5. HYDRANTS SHALL BE WB-67 WITH 5-INCH STORZ FITTING. <br />7. HYDRANTS TO BE PLACED 4-FT OFF BACK OF CURB. <br />8. MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. <br />9. WATERMAIN VALVES, FITTINGS, HYDRANTS AND APPURTENANCES ARE TO BE <br />WRAPPED IN POLYETHYLENE FILM. <br />10. WATERMAIN FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT <br />FUSION -BONDED EPDXY COATED. <br />STORM SEWER NOTES <br />1. FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />2. WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE <br />(RCP) ANSI C76 WITH R-4 GASKETS. ALL PUBLIC STORM SEWER SHALL BE RCP. <br />3. STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END <br />SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF <br />PIPE. <br />4. STORM SEWER PIPES TO BE JOINED TO CATCH BASIN MANHOLES W/ APPROVED <br />RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATERTIGHT. CEMENT <br />MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF <br />EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. <br />5. ALL JOINTS TO BE WRAPPED WITH GEOTEXTILE FABRIC (DETAIL STR-11). <br />6. THE FLARED -END SECTION AND LAST THREE (3) PIPE JOINTS ARE TO BE TIED. <br />7. TRASH GUARDS REQUIRED ON ALL APRONS 18" AND LARGER (DETAIL STR-8). <br />8. SHALLOW STORM SEWER REQUIRES PERFORATED DRAIN TILE AT LOW POINTS (DETAIL <br />STR-10 AND DETAIL STR-2). <br />COVER SHEET <br />,/ SADDLE CLUB 4TH ADDITION <br />J <br />Ll <br />CO) <br />Q <br />0 <br />N <br />4 <br />J <br />J 0 <br />LU J <br />W <br />LLI <br />M <br />W <br />O <br />W <br />a <br />PREPARED FOR: <br />DUPONT <br />HOLDINGS LLC <br />SITE PLANNING <br />& ENGINEERING <br />P LOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 1 1 O <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />NORTH <br />0 25 50 <br />1 INCH = 50 FEET <br />CO <br />