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EDGE OF DELINEATED I \ \O9s� \ \ <br />WETLAND AS LOCATED �o r 1Ak <br />ON JUNE 23, 2020. r 886 1 <br />91578 EWET1-9 <br />/ KMON-PTl OCS 1 (SEE DETAIL ON SHEET C3 2) <br />W <br />885.9 <br />EWETI <br />1886.2 <br />EWETl- <br />/ -4 RE 890.25 \ <br />/10' PARKING SETBAQK E 889.00 - RECT. ORIFICE <br />^c-_�e \ 888.75 - 12" CULVERT - NW <br />A,, \ <br />' PGA tJ� j \ <br />041 <br />30' BUI G SBLD <br />_ <br />/ 12" RCP APRON \\ m \\� \\ \ \ \ O �O �`1 <br />IE 888 00 i \\ \ r O A , <br />10 W/ 5 CY. CL III �'�' ��o ` ��, A A �/ O <br />RIP RAP W/ FABRIC Y suet/ v\\� VVaV °s �� O o <br />\ 2 <br />a �`�� \\ �-,vim �\� \ 6, <br />'888.9 \ <br />SB#5 \�� i' '/ — \ \sue\ \ \ \ 1 / 0�5T <br />CO <br />13'-12" RCP <br />'890.8 <br />TSB#4 \ ��` - 0 <br />\ \ \ r sC <br />V BSaI <br />M0.7 F� \ <br />\ \ \ 8 0 9 — .92 <br />R\/W-MO N I ON-PT15 r <br />\ C,A <br />10 <br />X 891.8 <br />�P * SB#2 <br />10' PARKIN SETBACK \ \ �s PROPOSED BUILDING <br />_ v 2,873 S.F. <br />/—PROPOSED DRAINAGE o V A tiFFE 892.70 <br />AND UTILITY EASE\ �\ <br />NT— VA \ 11-6" PVC SAN. <br />888.0 \,% \ `r'�s \ SEWER@2.0oo \\ <br />O <br />`I <br />r— <br />t � <br />'yG ` <br />i <br />Y <br />SETIP41578 892.1 <br />SETIP41578 <br />\ \ a <br />G <br />891.3 � s\ <br />Bysso SB#1 \ CO 2 <br />RE 892.00 <br />\ v v IE 884.00 <br />-2 <br />. j0 <br />\ <br />I � <br />Know what's below. <br />Call before you dig. <br />\ 2c *EXTEND W F;�\ 10 \ r6s <br />SAIT �01 43,421 S. F. <br />SERVmv. 00 ACRES <br />ILDING <br />AT LOCATION <br />DETERMINED X�. <br />BY OWNER <br />PIN No. 30-31-22-24-0088 <br />Owner: City of Lino Lakes <br />Address: Unassigned 8 <br />X\ DLO f 8 <br />-22-24-0021 <br />i and Cynthia Barron <br />. Blue Heron Drive <br />EXISTING HOUSE <br />RAIN GUARDIAN <br />(TURRET) AT GUTTER <br />ELEVATION OF 890.40 q <br />FOR PRETREATMENT °c <br />100'-6" PVC SAN. <br />SEWER @2.0% i <br />\ I, <br />co 1 <br />RE 891.00 <br />882.00 -NW fl <br />IE 879.10f -SE <br />��AF2�G <br />N <br />C "' $ <br />�O � 35-6" PVC SA <br />r SEWER <br />0� <br />889.2 <br />e`' e <br />i o� ti <br />/y <br />o � <br />CONNECT TO <br />EXISTING Q <br />6'a WAT. STUB ' <br />d W/ 6'a GATE VALE* <br />7 / \ <br />r <br />b�. \ <br />0 � <br />Esc <br />/110 <br />9 <br />�e <br />GP g <br />EX. MH* <br />RE 889.67 <br />IE 877.40f <br />10, <br />CONNECT TO EXISTING <br />SAN STUB AND EXTEND <br />TO CO 1 AT EXISTING <br />PIPE SLOPE. ADJUST <br />BOTTOM ELEVATION OF <br />CO 1 AS NEEDED * <br />WATER MAIN NOTES <br />EXISTING WATER SERVICE LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD <br />PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY <br />INSTALLATIONS. <br />PROPOSED WATER SERVICE TO BE PVC C-900. <br />MAINTAIN MINIMUM 8-FT COVER TO TOP OF ALL WATER SERVICE PIPE. <br />SANITARY SEWER NOTES <br />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 />PROPOSED SANITARY SEWER SHALL BE PVC SCHEDULE 40. <br />STORM SEWER NOTES <br />FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE <br />(RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE MAY BE USED. <br />(SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE PIPE SHALL MEET THE <br />REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. USE <br />SAND/GRANULAR MATERIAL FOR BACKFILLING AND COMPACTION OF HDPE/PVC PIPE IN <br />ACCORDANCE WITH THE REQUIREMENTS OF ASTM 2321. <br />STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. <br />LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. <br />ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE <br />BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH <br />MINNESOTA RULES, PART 4715.2820. <br />STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED <br />RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT <br />MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING <br />LINES CONSTRUCTED WITH SUCH JOINTS. <br />DRAWN BY: DESIGN BY: <br />M.Q.A. C.W.P. <br />CHCKD BY: PROD. NO. <br />M.Q.A. 21-1998 <br />ORIGINAL DATE: <br />OCTOBER 18, 2021 <br />z <br />O <br />a <br />U <br />W <br />0 <br />z <br />O <br />U) <br />W <br />W <br />H <br />Q <br />0 <br />N <br />Ems <br />1` <br />N <br />� E } <br />L <br />c <br />-0-00 <br />O <br />Q L <br />O cl) <br />z <br />Ins <br />U <br />5)c <br />m <br />•2 W <br />OJ <br />J <br />ch <br />Q Q O <br />� a)W <br />co U <br />Q <br />N <br />U <br />J <br />LLI <br />L O <br />— <br />Q <br />0 <br />O <br />CD <br />W <br />a <br />z <br />y <br />z <br />Q <br />W_ <br />a_ <br />W <br />c0 <br />W <br />0 <br />CD <br />cm <br />Z <br />PREPARED FOR: <br />MTO PROPERTIES <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />I, <br />NORTH <br />i <br />0 10 20 <br />1 INCH = 20 FEET <br />UTILITY PLAN <br />MTO PROPERTIES ADDITION <br />