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\ O <br />04D <br />/ CBMH 6 (27" 0) <br />��� NEENAH R-4342 <br />RE 913.00 <br />r IE 0 <br />>\ 00 \ <br />@ 0.'o <br />% <br />PROPOSED4� UI DING ��> CBMH 5 OV_i4! <br />NEENAH R-4342 <br />13,$7 . F. RE 913.00 <br />FFE = 915.0 IE 909.80 <br />OU TL 0 T <br />w <br />— 3 <br />w <br />EX. HYDRANT & ,I <br />7i. VALVE <br />WET—­`­***� <br />�o <br />_I <br />-I <br />I <br />—I <br />7 <br />—7 <br />CB 2 (2'X3') <br />NEENAH R-3067-V <br />RE 912.10 <br />IE 909.10 <br />HpDE @ 0 60 <br />10 -6 PVC CH 40 <br />' @ .00% <br />EXTEND SAN SEWER, WATER, AND ROOF <br />DRAIN LEADS INTO BLDG AT LOCATIONS <br />DETERMINED BY OWNER <br />"\ <br />\ END IE: 906.0 <br />�\ (COORD. W/ MECH) Y <br />\�T2 ROOF DRAIN LEAD <br />55'-8" PVC @ 2.00% <br />INSTALL SALVAGED <br />HYDRANT & NEW <br />GATE VALVE <br />64'-6" PVC 0 0 c/ <br />SCH 40 @ 3.00% <br />OEcy <br />oM j <br />jc <br />E 909.20 <br />/ 6"DPWM <br />I 1 H 3 (48 0 I — <br />NE AH R-3067-V <br />SAN. C/ <br />6' X6" T E RE 12.9 <br />> 8 <br />RE 12.85 > IE 908.L <br />IE 9 4.1f < L <br />--EX. 27" S OR 73' - 15" HDPE @ 0.75% <br />STUB <br />I� <br />I <br />1 <br />— I <br />I � <br />E-wtA.I <br />A <br />i VICTOR <br />CONNECT TO EXIST. SAN SEER —/ <br />W/ 6" PVC SCH 40 <br />SERVICE STUB - IE: 899.10 <br />& ADD 4.5' RISER <br />(FIELD VERIFY) <br />REMOVE & SALVAGE <br />EXIST HYDRANT & <br />CONNECT TO <br />EXISTING 6" STUB <br />I I <br />@ 0 34°/0 <br />HpPE <br />15L <br />I ��� I I I Fk•�?\ � / <br />E 8" PPVC � <br />LOT BL OCK <br />FX \ . 15" STRM � ° pV � <br />REMOVE BULKHEAD <br />---& _QO N N E CT TO <br />EXIST. STUBS <br />i <br />CBMH 1 (48" 0) NEW CB <br />NEENAH R-3067-V <br />RE 912.30 <br />IE 908.00 (W) <br />IE 908.80 (N) \ <br />IE 908.25 (E) \ <br />IE 906.77 (S) (FIELD VERIFY) \ <br />\ C <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 />WATER MAIN NOTES <br />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 />PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN <br />18" OF WATER MAIN. <br />PROPOSED WATER MAIN SHALL BE 6" DIP CL 52. <br />MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4" IN DIAMETER AND <br />LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11). <br />MAINTAIN MINIMUM 8-FT COVER TO TOP OF ALL WATER MAIN PIPE. <br />ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE <br />EQUIPMENT, SHALL UTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT <br />ANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. <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 />LEGEND <br />e <br />DENOTES EXISTING CATCH BASIN <br />4 <br />DENOTES EXISTING STORM SEWER APRON <br />DENOTES EXISTING STORM SEWER MANHOLE <br />DENOTES EXISTING HYDRANT <br />N <br />DENOTES EXISTING WATER VALVE <br />-' <br />DENOTES EXISTING CONTOURS <br />x 952.36 <br />DENOTES EXISTING SPOT ELEVATION <br />> <br />DENOTES EXISTING SANITARY SEWER <br />DENOTES EXISTING STORM SEWER <br />DENOTES EXISTING WATER MAIN <br />0 <br />PROPOSED STORM SEWER PIPE <br />Q <br />PROPOSED STORM MANHOLE <br />❑ <br />PROPOSED CATCH BASIN <br />_8768— <br />PROPOSED CONTOUR <br />X 876.25 <br />PROPOSED SPOT ELEVATION <br />(GUTTERLINE, BITUMINOUS SURFACE, OR GROUND <br />SURFACE UNLESS OTHERWISE INDICATED) <br />s <br />PROPOSED SILT FENCE <br />PROPOSED DIRECTION OF DRAINAGE <br />0 <br />PROPOSED INLET PROTECTION <br />GRAPHIC SCALE <br />-20 0 10 20 40 <br />Know what's below. <br />Call before you dig. <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 />0 <br />N <br />0 <br />N <br />CD <br />0 <br />N <br />0 <br />bi <br />Q <br />0 <br />Z <br />Z <br />a)00 <br />N <br />� <br />O <br />� <br />o <br />O <br />z <br />m <br />O <br />U <br />U <br />> <br />> <br />Q <br />Q <br />m <br />� <br />� <br />o <br />Y <br />w <br />(1) <br />o <br />0 <br />o <br />= <br />U <br />w <br />�L) <br />w <br />0) <br />U <br />o <br />o <br />0 <br />N <br />N <br />w <br />ZON <br />3 <br />L0 <br />- <br />L0 <br />< <br />0 <br />< <br />co <br />0 <br />N <br />M <br />It <br />LO <br />(O <br />Z <br />W <br />(D <br />o - <br />U � ~ <br />m <br />< <br /><0JWW <br />> Z Z <br />z <br />N <br />CL g < (D <br />C <br />= w < w <br />2 <br />F_ 0 — J <br />Z <br />J <br />< < < <br />= =OH <br />F- UHU)U <br />w 0 w w <br />o <br />C V <br />F_ <OH <br />J <br />W N <br />>ZOfLL <br />wCOOap <br />z L0 <br />U p — <br />ED LU <br />U' <br />> <br />OfaWZ� <br />Qi <br />wwELww <br />I— <br />W <br />H <br />LU <br />U <br />of <br />U�z <br />U) <br />^ <br />O <br />? <br />LLUU <br />� <br />Q <br />Z <br />0Uli <br />z <br />U_Xv <br />} <br />o <br />�X <br />LL <br />0 <br />X <br />Q <br />n <br />7 <br />NORTH ( IN FEET ) <br />1 INCH = 20 FT <br />(22" x 34") <br />SHEET <br />C2.01 <br />