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HomeMy WebLinkAbout1997-civil plan�D:EBITUMINOUS F- O ~ PAVEMENT O Li - " BACK OF J = - 18 ST CURB STORM SEWER WATER S 89 , ■ E MANHOLE 66.44 RETAINING METER Cp END CURB 274.23 _`�-L�- WALL //BY FENCINGEDURINGBCONSTRUCTI lJ MM AND GUTTER O FIRE WATER FIRE /7 VALVE HYD. _ T ANSFORMER - -, HYD. SANITARY SEWER 8" S MANHOLE �- - --- +- ---- Comm '�`.r \ _ f T.C. = 964.55 8' W ---- j EDGE OF M - INV. = r � - --- TELEPHONE r f EXISTING BIT. 66 INSTALL TREE U� o if Box it I OTECTION FENCING ELEC. _ `bWATE BENCHMARK - T.N.H MAN OLE CP /' ,/� VALVE ELEVATION = 966.92 I , WAAER , FI E ' END CURB 00 DAND GUTTER 00 SIGN 96 -- _ §P • 28.88 BA K OF EXISTING © 24" RED OAKC' B/ - Q -4 9fi�96g�� _ PROPOSE N g� �. -' CONICSURFACE _ - , _ r r O vt t 1 I IV fp 960 9 �, --"----- ti ------- ' I, " 99 , - - -- / �` I ' I' I 1 II + i' 1 ,' I PROPOSED f; - � O - --- ' PROPOSED BUILDING 'III If B612CONC. CURB & GUTTER F.F. E EV. 964.0 it 01� co ©• I ; I .I�- �•- i .�- w / it `J --- - --- -- - o, ' ,I FU LIRE - ---EX ANSION CURB 1 0 rrIf C. T 6 BAC ( CUF INSTALL TREE / << PROTECTION FENCING PROP EL TRIC OSE o�" O 1" C I�KNHOLE P CONRETE 63- - SURFACE PROPOSED SIG NUL ---EXISTING CONIC, $GRFACE ;if SANITARY SEWER P E s ASH TREE - STAIL TREE MANHOLE WA �' I 8" T.C. = 957.69 r v VE` j PR TECTI N FENCING _ S ���s` - -' 2 8.0 �, �' 6 ' INV. = 944.44 °� PROF�OSE ,- _ CURII '' ---- --- _ ' I END CURB _ � g6o � I � 0)B6)2' AND GUTTER E E OF (8618) EXISTI BIT. �,,F !y` - - n� - _ _ / _ i / 00 TELEPH r/ END CURB - - - + M SE FAND GUTTER � �. w M C. 0 9 �� ------ � �9 4 19 W ,, _ _s� 00018'14�- (8618 IN = 50. RAISE _-- _ - ---- -+-- }. CASTING T�, - _ � - - ___ - ° N 00 LIG TRANSITION 861-8 _- 7E �, -_- - _ _ -- __ - - FI E LE _ . ----. - --- RB TO 861 �-- -- --- - - _. . 0ONCRE o -- a Z -CURB . URF A� Z -o - - H D. -, G ��f_g5g 1 S Cp 89 31 -W _ ---------. WATER 955 - ��}} cpo - - ANNNN DGUTRggER - v O.O VALVE S 89 6, 1 n 958 \ WATEf� SER E CONCRETE APRON SEE - i \\ TO BE LAKEVILLE PLATE ___ _-`r-- _ _ - 959 A DOMED NO. LV -ST -4 INSTALL STREET _ �, 8' W 95Z- 8' W - ---- --- SE LAKEVILLE 53 &/ Q _ P ATE NO. 8002E - - - - 8' S s� � Ml �y�8 S - - --- - 8" S END BITUMINOUS _ 955 �,-� 1_ i _ C- 1 957 SANITARY SEWER o, 56 OLE ND CURB - 55--_ T.C. = AND GUTTER INSTALL SILT FENCE INV. = 941.35 ' (B618) 48" ST - RAISE CASTING 48" ST - - ---- - - -- - - - - - - - - - --- --- �- TO ELEV_=956.0 � � � - - - 10 S '-----L--`5Lrr:,-. --- S- ------ --- - - -- - ----- _ - - STORM SEWER GR CONSTRUCT STORM SEWER r _ _ __ -- MANHOLE � CURB INLET SUMP CATCH BASIN r) STORM SEWER ' MANHOLE \ T.C. = 952.93 PREPaF AND INSTALL 50 L.F. OF CONSTRUCT STORM SEWER N ;� T.C.= 953.39 INV. = 942.63 12" DIA. STORM SEWER PIPE SUMP CATCH BASIN MANHOLE WET TAP EXISTING y' INV. = 942.85 CONSTRUCT STORM SEWER_ _ 8" WATER MAIN AND SANITARY SEWER ® 5.0% SLOPE AND INSTALL 40 L.F. OF CONSTR. STORM SEWER SUMP SUMP CATCH _BASI�F--� " INSTALL 95 L.F. OF MANHOLE T.C. = 960.10 12 DIA. STORM SEWER PIPE CATCH BASIN MANHOLE -- - -- - 0"14 -- - ------ CONSTRUCT STORM SEWER SUMP " T.C. = 951.38 INV. = 954.75 ® 5.0% SLOPE AND INSTALL 55 L.F. OF MANHOLE AND INSTALL . 6 DIA. WATER PIPE T.C. = 958.00 15" RCP DIA. STORM PIPE - - 5 L.F. OF 15 RCP PIPE. CATCH�,BASIN MANHOLE INV. = 940.58 INV. = 952.25 0 5.0% SLOPE INV. 944.20 T.C. = 956.10 5"DDA REP STORM OPIPE T.C. = 957.02 --- INV. =947.25 ® 5.0% SLOPE INV. = 950.00 CONNECT TO EXISTING T.C. = 958.00 STORM SEWER M.H. INV. = 950.25 CORE DRILL AT ELEVATION = 947.00 TEL 41 EXIST. MH INV.=942.85 '--,SANITARY SEWER MANHOLE T.C. = 957.76 INV. = ;K OF I IB w z Q W SCALE IN FEET 0 20 40 60 10 30 o- DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM DESCRIPTION OF PARCEL SHOWN HEREON: Lot 6, EXCEPT Parcels 11 and 11A as shown on DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 147, recorded os Document Number 1239574, and Lot 7, all in Block 1 of JACKSON'S FIRST ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Subject to all easements of record, If any. LEGEND 12" W DENOTES WATER LINE 8" S DENOTES SANITARY SEWER LINE - 48" ST DENOTES STORM SEWER LINE T DENOTES UNDERGROUND TELEPHONE LINE E DENOTES UNDERGROUND ELECTRICAL LINE COMM DENOTES UNDERGROUND CABLE LINE DENOTES WATER VALVE NOTES: 1) BENCHMARK - TOP NUT HYDRANT NW CORNER OF PROPERTY ELEVATION = 966.92 2) UTILITIES AS SHOWN ARE APPROXIMATE, CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. 3) INSTALLATION OF SNOW FENCING OR POLYETHYLENE LAMINAR SAFETY NETTING SHALL BE INSTALLED AT THE DRIP -LINE. 4) FILL CANNOT BE PLACED AGAINST THE TRUNK OF THE TREE, ON THE ROOT CROWN, OR UNDER THE DRIP -LINE OF THE TREE. 5) PREVENT CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS SUCH AS FUELS OR PAINTS. 6) PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 THROUGH JULY 1. IF WOUNDING OF OAK TREES OCCURS, A NONTOXIC TREE WOUND DRESSING MUST BE APPLIED IMMEDIATELY, LOGGERS AND EXCAVATORS MUST HAVE A NONTOXIC TREE WOUND DRESSING NTH THEM ON-SITE. ID �'�& 1, �' I " t 0i x1f f I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. Signature Registration No. SANITARY SEWER Date �/_ �j-_77 MANHOLE T.C. = 953.92 INV. = 940.37 INSTALL SILT FENCE