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LEGEND OHw EXISTING OVERHEAD ELECTRIC TEL EXISTING UNDERGROUND TELEPHONE CBL EXISTING UNDERGROUND CABLE In EXISTING TELEPHONE PEDESTAL ® EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL 71) EXISTING UTILITY POLE 0 EXISTING LIGHT POLE >> EXISTING STORM SEWER I EXISTING WATER MAIN > EXISTING SANITARY SEWER FM EXISTING FORCEMAIN 0 EXISTING STORM MANHOLE ❑ I" EXISTING CATCH BASIN EXISTING FLARED -END SECTION �g EXISTING GATE VALVE EXISTING HYDRANT O EXISTING WELL OS EXISTING SANITARY SEWER MANHOLE .............930 ......... 928 EXISTING CONTOUR x 920.99 GE EXISTING SPOT ELEVATION XB07 4z EXISTING SPOT ELEVATION (MATCH INTO ELEVATION) EXISTING BITUMINOUS EXISTING BITUMINOUS (TO BE REMOVED) EXISTING TREES EXISTING TREES (TO BE REMOVED) EXISTING RETAINING WALL x EXISTING FENCE wet EXISTING WETLAND I a n n a Know what's below. 0 Call before you dig. 0 11- PROPOSED WATER PIPE PROPOSED SANITARY SEWER PIPE >- >) PROPOSED STORM SEWER PIPE «- PROPOSED DRAINTILE AND CLEAN -OUT ELEC PROPOSED ELECTRIC SERVICE GAS PROPOSED GAS SERVICE TEL PROPOSED TELEPHONE SERVICE ® PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION �g PROPOSED GATE VALVE PROPOSED HYDRANT QS PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 0920.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED BITUMINOUS PROPOSED CONCRETE PROPOSED RIP -RAP PROPOSED INLET PROTECTION GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. WATER MAIN NOTES EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. PROPOSED WATER MAIN SHALL BE 6" DIP CLASS 52 AND 1" COPPER TYPE K. MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4" IN DIAMETER AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11). MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. SANITARY SEWER NOTES EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROPOSED SANITARY SEWER SHALL BE PVC SDR 35. x 927.96 28.02 x 927.54 x 928.89 EX. WYE IE 918.03t 927.55 n x 928.90 I I I I I EX. HYDRANT -_7 TOP NUT 932.15 1 NAVD 88 n 1 �k929.18 x 929.28 a IV 927.90 x 927.58 927.92 928.47 928.78 / / _ // K --��GSB-----PKGSB_1 EX. P,GS,--,,IS, -<<-PK SB--- // �\ o \\- < <G<+SE1-`< PKGSB----PKG5-- --..-..- -...... �� x 927.62 X ^. Y 930.47 it /Yv 929.02 h j 930.00 8 928.87 928.84 x 928.69 I 929 Q� /� HPI `' CBBC Y 9 2 7.82 I �° m m 9 61 a W 928.78 EX. 6" GATE VALVE - - ,76 CBBC (FIELD VERIFY) - g�0 930.50 J �° J29.84 928.93 929.17 GUT J $� a `. PK 3�9 C - - -PKGSB 1 00 _2.25% 930.32 930.45 T3C00 910.40 TPosT lT 9 .65 r, n.90 EGG � I Y I / 929.60 a HP mlOs� m C/0 m I RIM 930.67 �e I E 922.00 9 0.75 � 9 9. 2.2 % 929.9 9 0.62 G T 9 93 .80 30 22 �� 0 NGUT G 930.72 930. Q 93 .$0` /C � s ��se\\-BLDse --- seT/C T/C T/ T/C� � 929.01 30.30 j x 929.13 330.80 929.01 929 0 Ql�,930 0- 30.25 J J W I / U T U)) 30.75 LLI a I � 930.25 /C W p 0 m _ I 929 �<� ;),'K' BLDG z, 1,455 SQ.FT. 30.25 \ FFE=931.00 UT I� I \ 30.75 g , I I I \ MECHco ROOM a S I I \ m 8.26 m I'. m \ e `' _ I x 928.58 EX. SAN MH RIM 928.65 IE 917.67-N IE 917.77-W 92 09 05 rQ �i r V N U II z x 928.9 9 c/) 928.9q z I I ----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----8 SB C/0 RIM 930.50 m EX. 6" DIP .c A IE 918.70f LL 929 I x 929.89 8 11" COPPER o N �� 29.20 o-- 929.26 o-- o 928.03� % 2.25% J T C I I 929.70 \ GUT 4 I I a929.89, I•` ELM161 930 \X 929.80 o X I I I wl 29.64 I ��9 CD 931 I x 930.82 \ Z I > N n m I I � \ 3"I 929.4" j 200' RAID.\ \ 9� 2 N HYDRANT COVERAGE \ 9�� O 929 y I \ a \ x 931.0� J _ N X 928 ...................................................................... 30.06 co y X x 930.59 930.6.4 " \ - °D g2� I :. _.._.929..._ W __....__.\... _...__ 17 W 0. O p E D _ 927 TOP ----BLDSB- - -BLDSB-----QLDSB-----BLDSB-----BLDSB-- --BLDSB-----BLDSB-----BLDSB-----BLDSB-----BEDS -----BLDSB--= --BLDSB--�Z-��LOSB-----BLDSB- ---BLDSB 92� .. WEIRTOh 926.59 930.65 x 927.43 X _ .. 923.28 j N x 927.35 INVI2PVC-N,S 930.49 m x 930.24 25.67925.82 x I x 926.42 ----PKGSB---- PKGSB --PKGSB- PKGSB-:- �9RZA4� ----PKGSB-----PKGSB-----PKGSB -PKGSB--x��•1-6.PKGSB-- --PKGSB-- PKGSB ----,PKGSB--- -PKGSB-- - PK2�--2-L -PKGSB x 926.24 . _ _ 927 _ . __ WEIRTOP. 927,05 x 925.64 _ ._.928. WEIRTOP 931.47 ? 926.29 FNDIP#3527 _ 930.50 928.77 X 929.16 929. _ ___. _ . x 929.73 MH 930 x 932.10 x 930.69 x 928.92 x 931.24 x 930.05••••. lob L x 928.73 x 928.03 927.77 x 926.65 x 926.51 x 929.91 3:1101016'. DRAWN BY: DESIGN BY: C.M. C.W.P. CHCKD BY: PROJ. NO. C.W.P. 14-1502 ORIGINAL DATE: OCTOBER 8, 2014 00 W Z Ema Q O LU = CD h W ca = O cm 0 CID ca Z_ X LU PREPARED FOR: SOUTHWIND BUILDERS, INC. SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH ,4 0 5 10 1 INCH = 10 FEET C1