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HomeMy WebLinkAboutPD2005-5OSBOR PA Nim AS \ NOTES: 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS AND PLAN DRAWINGS. 2) THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE EXACT LOCATION OF EXISTING UTILITIES AND CONTACT ALL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3) THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4) CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS OR RE-ESTABLISH THEM IF THEY ARE DISTURBED DURING CONSTRUCTION. 5) THE CONTRACTOR SHALL PRESERVE ALL SURVEY CONTROL. 6) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXPENSE AND COORDINATION OF ALL TESTING REQUIRED. 7) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS SHOWN. 8) DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 9) UTILITY WORK TO BE PERFORMED BY HASTINGS UTILITIES. PROPOSED WATER AND SEWER MAINS SHALL RE INSTALLED PRIOR TO STREET PAVING. PLEASE CONTACT HASTINGS UTILITIES FOR THE COORDINATION OF THESE EVENTS. 10) EMBANKMENT AND SUBGRADE SHALL BE ADJUSTED TO CONFORM TO THE LINES AND GRADES SHOWN ON THE PLANS IN ACCORDANCE WITH SECTION 205 AND 302 OF THE 1997 STANDARD STATE SPECIFICATIONS AND ITS SUPPLEMENTS. THE UPPER SIX (6) INCHES OF THE SUBGRADE SHALL BE SCARIFIED, MIXED, AND RECOMPACTED TO THE FOLLOWING COMPACTION REQUIREMENTS: PERCENT DENSITY MOISTURE MINIMUM REQUIREMENTS MAXIMUM 95 MIM. OPT. -3% OPT. +3% AREAS NOT MEETING SPECIFIED MOISTURE DENSITY TEST REQUIREMENTS SHALL BE REMOVED AND RECOMPACTED AT THE CONTRACTOR'S EXPENSE. ALL SUBGRADE COMPACTION AND WATER NECESSARY FOR SUBGRADE CONSTRUCTION SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE ITEMS OF THE CONTRACT. INCIDENTAL EXCAVATION, BACKFILLING, SAW CUTS, AND SAWING CONTROL JOINTS, KEYWAY, TIE BARS, DOWEL PINS, AND RUBBERIZED JOINT SEALANT SHALL BE CONSIDERED SUBSIDIARY TO THE UNIT PRICE PER SQUARE YARD OF PAVEMENT. 2005 DR V PRO SOUTH DAKOTA NEBRASKA 81 ISSOUR KTON NIOBRARA HARTINGTON O'NEILL BRA SOUTH SIOUX CITY WAYNE NORFOLK PROJECT LOCATION HASTINGS, NEBRASKA WEST POINT TEKAMAH ALBION SPALDING COLUMBUS I' FREMONT DAVID CITY SCEOLA GRAND ISLAND SEWARD PLA SMOUTH LINCOLN HASTINGS SYRACUSE �5 OO NEBRAS CEY IOWA ISSOURI CLAY CENTER GENEVA a BEATRICE TECUMSEH AL BURN HEBRON RED CLOUD FAIRBURY SUPERIOR VICINITY MAP NEBRASKA KANSAS /KA INDEX OF SHEETS' SHEET NO: SHEET NAME: G0.0 COVER SHEET 00.1 SYMBOLS & ABBREVIATIONS G0.2 LOCATION MAP PP1.1 PLAN & PROFILE SHEET XS1.1 CROSS SECTION SHEET D1.1 CITY OF HASTINGS GRATED CURB INLET DETAIL NDOR STANDARD PLAN 301-R8 NDOR STANDARD PLAN 329-R5 NDOR STANDARD PLAN 920-R5 HASTINGS CITY ENGINEERING HASTINGS CITY SURVEYOR -pr (iTILITIES DIRECTOR OF ENGINEERING G e3 -zoos- DATE 67a3/aoos ATE /GILD-- 00cer— HASTINGS CITY EGINEER J COVER SHEET '' mm�n n '•En _! DATE 6/06/2005 PROJECT NO. 330P31 DRAWN BY MS BILLING GROUP SCALE FIELD BOOK HASTINGS #46 ALE NAME 330p31-topo.dwq REVISION PROGRESS INITIALS DATE PLAN IN NAND DZ, MS 5/02/2005 70% REVIEW DZ 5/27/2005 95% REVIEW D✓ 6/17/2005 SHEET 00.0 WA ABBREVIATIONS FL & ORQ ,eS 1 (E ) A/C ACOUS ACP ACT A.D ADJ. A/E AFF AFG AGGR. AL. ALT. APPROX. ARCH. B.C. BBD. BD. BITUM. BLDG. BLKG. B.M. BM BOT. BRG. BRK. BUR. CAB. CARP. C.B. CEM. CER. CG. CHAM C.I. C.I.P. CJ CL. CLG CLKG. PROPERTY LINE FLOW LINE AND CENTER LINE ANGLE DIAMETER PERPENDICULAR POUND OR NUMBER EXISTING AIR CONDITIONING ACOUSTICAL ACOUSTICAL CEILING PAD ACOUSTICAL CEILING TILE AREA DRAIN ADJUSTABLE ARCHITECT/ENGINEER ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AGGREGATE ALUMINUM ALTERNATE APPROXIMATE ARCHITECTURAL BACK OF CURB BULLETIN BOARD BOARD BITUMINOUS BUILDING BLOCKING BENCH MARK BEAM BOTTOM BEARING BRICK BUILT UP ROOF CABINET CARPET CATCH BASIN CEMENT CERAMIC CORNERGUARD CHAMFER CAST IRON CAST IRON PIPE CONTROL JOINT CENTERLINE, CLEARANCE CEILING CAULKING CLO. CLOSET CLR. CLEAR C/O CLEAN–OUT COL. COLUMN COMMS. COMMUNICATIONS CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CTSK. COUNTERSUNK CMU CONCRETE MASONRY UNIT CPT CARPET CT CERAMIC TILE CNTR. COUNTER C.F. CUBIC FEET C.Y. CUBIC YARD CU. IN. CUBIC INCH D DBL. D.F. DET'L DIA. DIM. DISP. D.L. DN. D.O. DR. DWR. D.S. D.S.P. DWG. DEMO. E. EA. EXP. JT. EJ ELEC. ELEV. EMER. ENGR. ENCL. E.P. EPDM E.Q. EQUIV. EQPT. E.W. E.W.C. EXIST. EXP. EXT. DEEDED DISTANCE DOUBLE DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DEAD LOAD DOWN DOOR OPENING DOOR DRAWER DOWNSPOUT DRY STANDPIPE DRAWING DEMOLITION, DEMOLISH EAST EACH EXPANSION JOINT EXPANSION JOINT ELECTRICAL ELEVATION EMERGENCY ENGINEER ENCLOSURE ELECTRICAL PANEL ETHYLENE PROPYLENE DIENE MONOMER EQUAL EQUIVALENT EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXISTING EXPANSION EXTERIOR FD FDN. F.E. F.E.C. F.H.C. FIN. FL. FLASH FLG. FLUOR. F.O.C. F.O.F. F.O.S. FRP. FPRF. F.S. FT. FTF. FTG. FURR. FUT. G GA. GALV. G.B. GC. G.C. GF. GI. GL. GND. GR. GUT. GYP. FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FINISH FLOOR FLASHING FLOORING FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF STUD FIBERGLASS REINFORCED PANEL FIRE PROOF FULL SIZE FOOT OR FEET FACE TO FACE FOOTING FURRING FUTURE GOVERNMENT DISTANCE GAUGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLAZED COATING GRANULAR FILL GALVANIZED IRON GLASS GROUND GRADE GUTTER GYPSUM GYP. BD. GYPSUM BOARD GPDW GYPSUM DRYWALL H.B. H.C. HDWD. HW HGT. HM HORIZ. HR. H.V.A.C. I.D. INSUL. INT. IN. IS. JAN. JT. KIT. KO. LAB. LAM. LAT. LAV. LKR. L.F. L.L. LT. m mm M MAX. MAS. M.C. MECH. MEMB. MET. MFR. M.H. MIN. MIR. MISC. M.O. MTD. MTG. MTL MUL. N. NEG. N.I.C. NO. NOM. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. OZ. P PCF. PL. P. LAM. PLAS. HOSE BIB HOLLOW CORE HARDWOOD HARDWARE HEIGHT HOLLOW METAL HORIZONTAL HOUR HEATING, VENTILATING & AIR CONDITIONING INSIDE DIAMETER INSULATION INTERIOR INCH(ES) INSIDE FACE JANITOR JOINT KITCHEN KNOCKOUT LABORATORY LAMINATE LAID IN ACOUSTICAL TILE LAVATORY LOCKER LINEAL FEET LIVE LOAD LIGHT METERS MILLIMETER MEASURED DISTANCE MAXIMUM MASONRY MEDICINE CABINET MECHANICAL MEMBRANE METAL MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED MOUNTING MATERIAL MULLION NORTH NEGATIVE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE OUNCE(S) PLATTED DISTANCE POUND(S) PER CUBIC FOOT PLATE PLATE PLASTIC LAMINATE PLASTER PLYWD. PLYWOOD PR. PAIR PRCST. PRECAST P.S.F. POUND PER SQUARE FOOT P.S.I. POUND PER SQUARE INCH PT. POINT P.T.D. PAPER TOWEL DISPENSER PNT. PAINT P.T.D./R. COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE PTN. PARTITION P.T.R. PAPER TOWEL RECEPTACLE P.V.C. POLY VINYL CHLORIDE POS. POSITIVE QT QUARRY TILE QUAL. QUALITY R R. RAD. R.B. R.C.P. RD REF. REFR. RFG. REV RGTR. REINF. REQ'D RESIL. RM. R.O. R.O.W. R.V.T. R.W.L. S. S.C. S.C.D. SCH. S.D. SEC. SGL. SHL. SHR SHT. SIM. S.N.D. S.N.R. SPEC. SQ. SS. S.S. STA. STD. STL. STOR. STRUC. SUSP. SV. SYM. RECORDED DISTANCE RISER RADIUS RESILIENT BASE ROUND CONCRETE PIPE ROOF DRAIN REFERENCE REFRIGERATOR ROOFING REVISE(D), REVISION REVERSING, REVOLUTIONS REGISTER REINFORCED REQUIRED RESILIENT ROOM ROUGH OPENING RIGHT OF WAY RESILIENT VINYL TILE RAIN WATER LEADER SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SINGLE SHELF SHOWER SHEET SIMILAR SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL T.B. TOWEL BAR T.0 TOP OF CURB TEL. TELEPHONE TER. TERRAZZO T & G TONGUE & GROOVE THK THICK T.O. FTG. TOP OF FOOTING T.O.W. T.P. T.PD. TRD. T.V. TYP. UNF. U.N.O. UNEX. UR. V.B. V.C.P. VERT. V.F. V.S. VTR. VWC W. W/ W.C. WD. WOW. WM. W/O WP. WSCT. WT. W.W.F. YD. YR. TOP OF WALL TOP OF PAVEMENT TOILET PAPER DISPENSER THREAD TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE UNEXCAVATED URINAL VINYL BASE VITRIFIED CLAY PIPE VERTICAL VINYL FABRIC VENT STACK VENT THRU ROOF VINYL WALL COVERING WEST WITH WATER CLOSET WOOD WINDOW WIRE MESH WITHOUT WATERPROOF WAINSCOT WEIGHT WELDED WIRE FABRIC YARD(S) YEAR(S) MATERIALS INDICATION EARTH GRANULAR FILL SAND MORTAR, PLASTER CONCRETE BRICK CONCRETE BLOCK STONE INCLUDING MARBLE METAL STEEL STUDS WOOD, FINISH WOOD – PLAN AND ELEVATION WOOD, FRAMING WOOD, FRAMING INTERUPTED MEMBER PLYWOOD GYPSUM BOARD DOUBLE LINE OMITTED AT SMALL SCALE INSULATION, BATT ACOUSTIC TILE OR BOARD SHEET METAL – ELEVATION GLASS – ELEVATION INSULATION, RIGID BUILT UP ROOF GLASS CARPET METAL LATH SYMBOLS BARBED WIRE FENCE BENCH MARK BREAK LINE BUILDING SYMBOLS BUILDING SECTION COLUMN REF. GRID DETAIL DEMOLITION NOTES DOOR NO. INTERIOR ELEVATION ROOM NAME & NO. TOILET ACCESSORY WINDOW NO. WALL SECTION WALL TYPE 4 V//A /\/ Min r ppl°" ,ml i`i4D`JJi� �OOOOOi� x E= x eM x (102A) OFFICE 101 `–ITA -3 3.11 CABLE TELEVISION LINE —uGW— — —u0rv— CAVE CEMETERY CENTER PIVOT CENTER LINE (c. O SYMBOLS CHAINLINK FENCE CHURCH CISTERN CLEANOUT CONCRETE MONUMENT CONTOUR (EXISTING) CONTOUR (PROPOSED) CONTROL POINT CULVERT CURB INLET CURB STOP DATUM POINT DIKE ELECTRIC ELECTRICAL HIGHLINE TOWER (METAL OR CONCRETE) ELECTRIC OVERHEAD \�� 1200 1200y 0 4- xxxxxxxxxxxxxx — E — OHE 1 FIBER OPTIC TELEPHONE LINE — Fo — FIRE HYDRANT (EXISTING) FIRE HYDRANT (PROPOSED) FIRE HYDRANT IN PROFILE FITTINGS 11 1/4° 22 1/2* 45. 90° CROSS PLUG REDUCER TEE FLAG POLE FLOW LINE GAS LINE GAS METER GAS FILL PIPE GAS PUMP GAS VALVE GRATE INLET GRAVE GRID TICK GUARD POST GUARDRAIL (BEAM OR CABLE) GUY POLE GUY WIRE ANCHOR HANDICAP SYMBOL LATRINE LIGHT POLE MAILBOX MANHOLE METRIC SYMBOL MILE MARKER POST MONUMENT FOUND MONUMENT SET NORTH ARROW OIL WELL PHOTO CODE POINT PLANT SYMBOLS BUSH CONIFEROUS TREE DECIDUOUS TREE M tri O E — OHE— FO — — G — — — — G — © O C CXI 0 a RP • 0 0 OR HEDGE OR BUSH ROW MARSH/WETLAND TREE MASS TREE STUMP POINT ELEVATION (EXISTING) POINT ELEVATION (PROPOSED) PROPANE TANK POWER BOX POWER POLE POWER PULL BOX PROPERTY LINE RAILROAD CROSSING SIGNAL RAILROAD TRACKS RETAINING WALL REVISION PROPERTY LINE RIGHT–OF–WAY MARKER ROADWAY SYMBOLS COUNTY ROAD INTERSTATE HIGHWAY STATE HIGHWAY U.S. HIGHWAY SANITARY SEWER SATELLITE TV DISH SECURITY FENCE SEPTIC TANK SIGN SINK HOLE STORM SEWER TELEPHONE FIBER OPTICS BOX TELEPHONE LINE TELEPHONE OVERHEAD TELEVISION BOX TELEPHONE POLE TELEPHONE PULL BOX TELEPHONE BOX TEMPORARY POINT TERRACE TEST BORING TRAFFIC SIGNAL TRAVELED WAY UNDERGROUND STORAGE TANK UTILITY ACCESS MANHOLE (EXISTING) UTILITY ACCESS MANHOLE (PROPOSED) VALVE (EXISTING) VALVE (PROPOSED) WATER LINE 0000000 VO,h OR C f e 1 9 9 9 9 A SAN 10 C7 v 3 QoRE —ss- - UGT OT lS1 FO ss OT WATER METER WATER VALVE WELL WINDMILL WOODEN FENCE YARD HYDRANT 0 +T' 9 • H v 6 UCT— Li V rn SYMBOLS & ABBREVIATIONS i� LUiWm te)oce-c) N Wcid -s ce) Q c •m vitt 4C4:OF'EB � - DATE 6/06/2005 DRAWN BY MS PROJECT NO. 330P31 BILLING GROUP SCALE nap BOOK HASTINGS #46 FILE NAME 330p31-topo.dwg REVISION REVISION REVISION REVIEW BY REVIEW DATE SHEET G0.1 Lochland Road West/ 58th St t J'3 P a mot CN .0�,.%, o �o �v a rc�o a hyo Qr C to 4/o, l`4' 9G� Lochland Country Club Madden Road TBM'S: TBM #1: NW BOLT ON FH @ SW CORNER OF LOCHLAND ROAD ELEVATION=1913.81 TBM #2: PK NAIL IN CONCRETE JOINT ON NORTH EDGE OF LOCHLAND ROAD +/— 30' EAST OF WHERE CONCRETE & ASPHALT MEET FOR LOCHLAND ROAD. (TBM2 WAS PROVIDED BY HASTINGS UTILITIES) ELEVATION=1912.90 42nd St. N Q 4J L O E 0 9G� Meadowlark Circle Osborne Drive West Madden Road cn 0 0 Osborne Drive West Wal—Mart 38th St. Osborne Expressway 0 F- TcE N Lochland Road West/ 58th St. 42nd St Softball Complex W 0) 0 39th St. O 0 Turner Ave. I cs CD C.) c) g 0N.N. I IN a 3 LOCATION MAP of 0_ ClId4 co ko„ Lc -C1 DAVID D. ' �,' ' �: ZISKAr r ) /./E�1 • Ire OF 01/4 or t os p. DATE DRAWN BY 6/06/2005 MS PROJECT NO. BILLING GROUP 330P31 SCALE FIELD BOOK HASTINGS #46 F7LE NAME 330p31-topo.dwg REVISION REVISION REVISION REVIEW BY RENEW DATE SHE G0.2 FOR THE 144" WEST GRATED CURB STATION 11+54, INSTALL FOUR (4) GRATED CURB INLETS SIMILAR TO D BOX SHALL BE A MINIMUM OF 12' INLET AT ABUTTING ETAIL. WIDE. v 0 v 2 ;P\ CIV/(��`�y� /40 o I DAVISKA ID D. E=�11 cc 0- ,7of- 1rf...BPS�P azr DATE 6/06/2005 DRAWN 8Y MS PROJECT NO. 330P31 BIWNG GROUP SCALE FIELD BOOK HASTINGS #46 ALE NAME 330p31-topo.dwg REVISION REVISION REVISION REVIEW BY RENEW DATE TRANSITION FULL HEIGHT CURB TO ZERO HEIGHT CURB IN LAST 10 FT 10+00 2.0= 91 .45 OR 9 .4421 E(9 f5.1178 STA 10+27 INSTALL 92 LF OF 18" ROUND RCP CLASS III STORM SEWER PIPE. INSTALL 2-18" ROUND RCP FLARED END SECTIONS WITH TRASH RACKS. PIPE FL. ELEV. (WEST) = 1910.43 PIPE FL. ELEV. (EAST) = 1909.35 SLOPE = 1.04% SEE SHEET XS 1. 1 FOR CROSS SECTION. BASELINE & CENTERLINE OF PROPOSED _ ' STREET. N 974.0418 E 1019.1002 ININNRADIUS PT. 1030:4404 E 955.7267 11+00 +50 12+00 +50 3+00 Ike CONTRACTOR TO PROTECT PROPERTY PIN. POWER POLE TO BE RELOCATED BY OTHERS. qN 1006.5670 E 993.3890 1912.68 TC OS3O\ \19121.63 CL PROPOSED DR. N 1278.8110 4(E 991.5960 1913.00 TC 1912.33 L 19'12.50 FL W rn -1912_169 CL 119112.86 CL CO N 1279.0353 E 10177.0907 0 z L_ < +IW0LI_ 12.50 FL +50 14+00 JOINT SPACING FOR NEW PAVEMENT SHALL BE EVERY 12 FEET PERPENDICULAR TO STATIONING AND 10 FEET FROM CENTERLINE PARALLEL TO STATIONING (BOTH SIDES) PER STANDARD PLANS 329-R5 AND 301-R8. STA 11 +54 INSTALL 100 LF OF 18" ARCH RCP CLASS III STORM SEWER PIPE. INSTALL 12' OF GRATED CURB INLETS (WEST) & 6' OF GRATED CURB INLET (EAST) PER CITY OF HASTINGS STANDARD DETAIL ON SHEET D1.1. INSTALL 2-18" ARCH RCP FLARED END SECTIONS WITH TRASH RACKS. PIPE FL. ELEV. AT WEST INLL I = 1909.91 PIPE FL. ELEV. AT EAST INLL l = 1909.55 PIPE FL. ELEV. AT FLARED END = 1909.35 SLOPE = 1.0% SEE SHEET XS 1. 1 FOR CROSS SECTION. 1918 19 2.27 FL ° 1„,11 1912.77 TC 912.54 TC 1912.18 FL 1912.68 TC 1007.6885 E 1053.3793 !F' EXISTING CONTOURS (TYP NFO OCTI - TWO 1279.9326 E 1051.5855 STA 13+05 BUILD 36 L.F. OF 8" P.C. CONCRETE HEADER AS PER STANDARD PLAN 301-R8. INSTALL 2 TYPE III BARRICADES AS PER STANDARD PLAN 920-R5. STA 13+05 TO STA 13+25 ROUGH GRADE 20 FI NORTH OF FINISHED PAVING. TA 12+35 TO STA 13+00 & 18 FT WEST INSTALL 65 LF OF ZERO -HEIGHT CURB FOR SURGICAL CENTER DRIVE. SAW CUT ALONG EXISTING ASPHALT PAVEMENT 116.50 LF WHERE NEW PC CONCRETE APRON ABUTS EXISTING ASPHALT. EXISTING TV & PHONE LINES MAY NEED TO BE LOWERED AND/OR RELOCATED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS WITH ALLTEL (BOB RYSTROM 432-7789) & CHARTER (TERRY PETZOLDT 461-9403). TBM1: NW BOLT TBM2: PK NAIL TRANSITION FULL HEIGHT CURB TO ZERO HEIGHT CURB IN LAST 10 FT. SE CORNE SEC 24- 5/8" REB N 975.555 1100.59 9 PROPOSTD CONTOURS GYP) ON F� SW CORNER OF IN CONCRETE JOINT ON N BM2 WA PROVIDED BY HA US HW 28 LOCHLANb ROAD NO EDGE OF LOC STINGS UTILITIES) ELEVAT HLAND R ELEVAT ON=1913 OAD + ON=1812 FL EL. = 1909.16 30n Son 81 N=b47.0065 E=1001 30' EAST OF WHERE CON( .90 N=983.8507 E=1028 GRADE THIS AREA TO DRAIN PROPOSED STORM SEWER LINES TO EXISTING CULVERT UNDER HWY. 281. 4_ 0 0 STA 10+11 TO STA 13+05 INSTALL 1294 S.Y. OF 8" P.C. CONCRETE PAVING WITH INTEGRAL CURB AND GUTTER PER STANDARD PLANS 329-R5 & 301-R8. SEE CROSS SECTION SHEET XS 1. 1 FOR EARTHWORK QUANTITIES. BASELINE: CENTERLINE OF PROPOSED STREET .5956 RETE & ASPHALT MEET FOR LOCHL 7493 1916 VERTICAL CUP VE #1 ND ROA NO E: THERE ARE BURIED UTILITIES IN THE VICINITY OF THE PR POSED WOR t+ •- '/ -E RES VE -011L ES. BEFOR COMMENCING WORK. N ITHER THE WNER OR ENGINEER ASS MES ANY R SPONSIBILIT FOR UTILITY' LOCATIONS BEING ACCUfI ATELY SHOWN, OR NOT SHOWN ON THE PLAN. 2005-5 OSBORNE DRIVE WEST PAVING IMPROVEMENTS HASTINGS, NEBRASKA 0 10 20 40 GRAPHIC SCALE Full Scale: 20' : Half Scale: 40' FINISHED GRADING BEHIND CURB ON BOTH SIDES SHALL BE SUBSIDIARY TO EARTHWORK QUANTITIES. SEE CROSS SECTIONS. 01‘, DAVID D. teor, c• ZISKA . 3rn 4 a.. i SCALE: 1 E-0 k, F OF .R r 4 i HORIZ. VERT. "=20' 1"=2' 191_8 PVI STA = 11+54 'VI ELEV = 912.40 A.D. = O.72 M.O. = NO CORRECTION 1914 1912 0.42% PROPOSED C.L. GR DEN ONalde 0.30% sp VIIIROSIONGSMO 1910 1908 1906 ow wo (n< oct a 0 n -U J <0 Z �o o c9 z 0 Datum Elev.= 1906.00 ft 18" RCP STORM S FL. © S REEF C.L. VER 1909.8 Above S -a Level AI* 2-18" ARCH RCP STORM SEWER FL. Q STR =ET C.I.= EXI STING C.L. GRADE M 0) 10+00 07 0) +50 11+00 eD ICD - IN 0) +50 N 0) 0 N 0) 12+00 +50 co N 0) 13+00 1916 1914 1912_, 1910 1_908_; 1906 0 wILLI 0 0 oQ 00 0.. 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Engineering Architecture Surveying Planningti REVISION I 330P039 FILE NAME CROSS SECTIONSdwg FIELD BOOK HASTINGS REVIEW BY REVIEW DATE DRAWN BY MS DATE 4/29/05 I PROJECT NO. 330P039 CROSS-SECTIONS I XSI, 7