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Home My WebLink AboutPD2005-32005-3 38TH STREET PAVING IMPROVEMENTS HASTINGS, NEBRASKA 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 BE 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 MIN. 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. BACKFILLING, 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. SOUTH DAKOTA NEBRASKA N MISSOURI YANKTON 0 I- 0 NIOBRARA HARTINGTON O'NEILL SOUTH SIOUX CITY WAYNE NORFOLK PROJECT LOCATION HASTINGS, NEBRASKA WEST POINT KAMAN ALBION SPALDING COLUMBUS REMONT DAVID CITY SC EOLA GRAND ISLAND PLA SMOUTH UNCOLN SYRACUSE HASTINGS NE BRAS CITY IOWA MISSOURI CLAY CENTER GENEVA TECUMSEH AUBURN BEATRICE HEBRON RED CLOUD FAIRBURY SUPERIOR VICINITY MAP NEBRASKA KANSAS INDEX OF SHEETS: SHEET NO: SHEET NAME G0.0 G0.1 G0.2 PPI.1-PP1.2 XS1.1 XS1.4 COVER SHEET SYMBOLS & ABBREVIATIONS LOCATION MAP PLAN & PROFILE SHEETS CROSS SECTION SHEETS STANDARD PLAN 443-R6 STANDARD PLAN 329-R5 STANDARD PLAN 301-R8 STANDARD PLAN 920-R5 HASTINGS CITY ENGINEERING HASTINGS CITY SURVEYOR UTILITIES DIRECTOR OF ENGINEERING i HASTINGS CITY ENGINEER -V/-200.5- DATE /-200.3DATE S-lt --65- DATE OSDATE S -A//2.00, " DATE v C? v 0 I-i)J J}J CO CO CO CO Ci) NCy) "1-h --a --4 Ct CC C,C QC CI. n.4iaa DAT DATE BY DINT PROJECT NO. PROJECT BILLING GROUP B.G. SC4LE SCALE FIELD BOOK FIELD BOOK FILE NAVE DWG NAME REVS/ON REV1-DATE PROGRESS INRWLS DAR: Hu DIN OS 10-19-04 RSgEEW DZ 11-19-04 R;f. Ti 12-06-04 SHEET 1 ABBREVIATIONS R & OR 0 1 ( E ) A/C ACOUS ACP ACT A.D ADJ. A/E AFF AFG AGGR. 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 AL. ALUMINUM ALT. ALTERNATE APPROX. APPROXIMATE ARCH. ARCHITECTURAL 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. CLO. CLR. C/O COL. COMMS. CONC. CONN. CONSTR. CONT. CORR. CTSK. CMU CPT CT CNTR. C.F. C.Y. CU. IN. D DBL. D.F. DET'L DIA. DIM. DISP. D.L. DN. D.O. DR. DWR. D.S. D.S.P. DWG. DEMO. 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 CLOSET CLEAR CLEAN—OUT COLUMN COMMUNICATIONS CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR COUNTERSUNK CONCRETE MASONRY UNIT CARPET CERAMIC TILE COUNTER CUBIC FEET CUBIC YARD CUBIC INCH DEEDED DISTANCE DOUBLE DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DEAD LOAD DOWN DOOR OPENING DOOR DRAWER DOWNSPOUT DRY STANDPIPE DRAWING DEMOLITION, DEMOLISH E. EAST EA. EACH EXP. JT. EXPANSION JOINT EJ EXPANSION JOINT ELEC. ELECTRICAL ELEV. ELEVATION EM ER. EMERGENCY ENGR. ENCL. E.P. EPDM E.Q. EQUIV. EQPT. E.W. E.W.C. EXIST. EXP. EXT. ENGINEER ENCLOSURE ELECTRICAL PANEL ETHYLENE PROPYLENE EQUAL EQUIVALENT EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXISTING EXPANSION EXTERIOR FD FD N. 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. FUR R. FUT. G GA. GA LV. G.B. GC. G.C. GF. GI. GL. GND. GR. GUT. GYP. GYP. BD. GPDW H.B. H.C. HDWD. HW HGT. HM HORIZ. HR. H.V.A.C. I.D. INSUL. INT. IN. IS. JAN. JT. 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 GYPSUM BOARD GYPSUM DRYWALL HOSE BIB HOLLOW CORE HARDWOOD HARDWARE HEIGHT HOLLOW METAL HORIZONTAL HOUR HEATING, VENTILATING Sc AIR CONDITIONING INSIDE DIAMETER INSULATION INTERIOR INCH (ES) INSIDE FACE JANITOR JOINT KIT. KITCHEN KO. KNOCKOUT 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. DIENE MONOMER O.A. OBS. O.C. O.D. OFF. OPNG. OPP. OZ. P PCF. PL. P. LAM. P LAS. 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 QUAL. R R. RAD. R.B. R.C.P. RD REF. REFR. RFG. REV RGTR. REIN F. 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. SH L. SHR SHT. SIM. S.N.D. S.N.R. SPEC. SQ. SS. S.S. STA. STD. STL. STOR. STRUC. SUSP. SV. SYM. T. B. T.0 TEL. TER. T & THK QUARRY TILE QUALITY 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 TOWEL BAR TOP OF CURB TELEPHONE TERRAZZO G TONGUE & GROOVE THICK T.O. FTG. TOP OF FOOTING T.O.W. TOP OF WALL T.P. TOP OF PAVEMENT T.PD. TOILET PAPER DISPENSER TRD. THREAD T.V. TELEVISION TYP. TYPICAL UNF. U.N.O. UN EX. UR. V.B. V.C.P. VERT. V. F. V.S. VTR. VWC W. W/ W.C. WD. WDW. WM. W/O WP. WSCT. WT. W.W.F. YD. YR. 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) MATER/ALS /ND/CAT/ON EARTH GRANULAR FILL SAND MORTAR, PLASTER CONCRETE BRICK CONCRETE BLOCK STONE INCLUDING MARBLE METAL STEEL STUDS WOOD, FINISH WOOD — PLAN AND ELEVATION WOOD, FRAMING INTTEERCJPOOD TEDMIMEMBER 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 CABLE TELEVISION LINE CAVE CEMETERY CENTER PIVOT CENTER LINE rII11=11 iwokiwki nNNMEMMIIW 'Ns-WANNNOMMUMWMN 11111111 111 .// z' M M (102A) OFFICE 101 3.11 UGN UGTV— SYMBOLS CHAINLINK FENCE CHURCH CISTERN CLEAN OUT 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 D \ A2Oo•--' 1200/ 0 E G xxxxxxxxxxxxxx OHE 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 0 E — OH E— FO — G— — — — G— . . 0 a a 0 RP • &R 0 • 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 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 0000000 r m rn /99' OR 'LO,h AB- N D D u D A SAN Ao 0 v 0 SATELLITE TV DISH QOR(F SECURITY FENCE SEPTIC TANK (srl SIGN SINK HOLE (s' STORM SEWER TELEPHONE FIBER OPTICS BOX TELEPHONE LINE — ucT— — — ucT— 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 WATER METER WATER VALVE WELL WINDMILL WOODEN FENCE — 0 0 YARD HYDRANT — SS — SS — OT OT -0- 0 rn O 9 • H 02/462/5657 5210 W. HWY 6 HASTINGS, NEBRASKA 68909 SYMBOLS & ABBREVIATIONS V: ZtULIC 0c (JD CO 04) tu CD Zt N 01 CD Q, Z krzc 0, 047E 10-19-04 DRAWN BY MS PROJECT NO. 330SD8 BILUNG GROUP SCALE FIELD BOOK HASTINGS #45 FILE NAME 330S08-TOP.DWG REVISION REVISION REVISION RENEW BY RENEW 047E SHEET G0.1 42nd St. a (.1) X w 42nd St PROJECT LOCATION Wal—Mart Baltimore Ave. North Shore Drive a) *L 0 Baltimore Av 6. a) > L. 0 31st St. C Martin Ave. South Shores Drive \/Oh p \\q\/f/c \ 0 35th St. 0 H- 4-, 0 w 0 Softball Complex 39th St Turner Ave. Proposed 38th St. 33rd St Church Lakepark[ Lane C) 0 —J Doe C oke Sre sic/ CO C) 0 U C 0 J 0 E a) Ln L.L Lake Hastings 22nd St. Drive ?I No O5 a) C L 0 CO 0 33rd St. Osborne Drive East I TBM'S MATCHI OLSSON ASSOC. TBM # 1: NL W BOLT ON FH TBM #2: CHISLED "X" ON TBM #3: PROPERTY PIN / / / / / / / / / / / / BENCHMARKS FOR WAL—MART. THESE ARE NOT THE CITY OF HASTINGS BENCHMARKS. ® NE CORNER OF NORTH SHORE ASSEMBLY OF GOD CHURCH ELEV. = 1922.50 BONNET BOLT ON FH NE CORNER OF 38TH STREET & OSBORNE DRIVE WEST ELEV. NE CORNER OF 35TH STREET & FISHERMAN LANE ELEV. = 1923.16 1926.85 v CD O U MID 02/462/5657 5210 W. HWY 6 HASTINGS, NEBRASKA 68901 LOCATION MAP co O*X tl) CDCr Q � Q.co e Z co eo k\g_ CIV/4‘1,41,4c'� DAVID D.s ZISKA m E;!1 A. • r% 4`1ifOFNEg' • DATE 10-19-04 DRAWN BY MS PROJECT NO. BILLING CROUP 330SD8 SCALE FIELD BOOK HASTINGS #45 FILE NOME 330S08-TOP.DWG REVISION REVISION REVISION REVIEW BY REVIEW DATE SHEET G0,2 WIC �4 J El o10) 505+00 -1919 t 1922- 1E 1923.03 TC 1922.53 FL N t 0I N 1922.53 FL BASELINE & CENTERLINE OF PROPOSED 38TH STREET. 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. +50 506+00 E> -- 1922.58 TC ,1922 41,3TC 1922.08 X 1921.91 tFL At 19x21 ' CL 1999 sne N � 1923.03 TC 12"W 1922.08 FL 1922.58 TC 12" W CO CO >. +07 N 1921:9113-9 1922.41 761 STS - 1' W Se 11 t ¢I i, . 192'x.72 F9 T92185 FL 5 TC N STA 506+15 CONNECT TO EXISTING 24" HDPE STORM SEWER PIPE WITH CONCRETE COLLAR. FL. ELEV. =1916.84 INSTALL 80 LF OF 24" RCP CLASS III STORM SEWER PIPE AT 1.0%. INSTALL 1-Y=6' CURB INLET ON THE NORTH SIDE OF 38TH STREET & 1-Y=14' CURB INLET ON THE SOUTH SIDE. SEE STANDARD PLAN 443-R6. PIPE FL. ELEV. AT NORTH INLET = 1916.97 PIPE FL. ELEV. AT SOUTH INLET = 1917.37 STUB 24" PIPE OUT OF THE SOUTH CURB INLET 2 FT PAST THE SOUTH PROPERTY LINE AS SHOWN. SEE SHEET XS 1.3 FOR CROSS SECTION. Fl Fl FV AT STUR OUT FND = 1917. 60 +50 507+00 L 19 0jN 1921.72 FL 1.922.22 STORM SEWER INLET, PIPE, AND JUNCTION BOX TO BE DONE BY OTHERS. 1922.31 T a 0 1921.81 FL 0 +50 1922.77 TC 1922.87 TC 1923.24 TC 1922.27 FL 1922.37 FL 1922.74 FL 1.47% t38'H STREET N 1921.7t1o.217 CI ,z to 0- + + 1921.35 FL 1921.85 TC 12" W --) (-- 12 W 0lN 1 1922.31 TC EXISTING HASTINGS UTILITIES WATER MAIN TO THE NORTH, WEST, & EAST (TYP.) XISTING HASTINGS UTILITIES SANITARY .SFWFR MAIN (TYP.) PROPOSED PAVING GRADES (TYP.) w E EXISTING CONTOURS (TYP.) BACK Oh CURB (TYP.) 508+00 1921- '323.55 TC 193.9 0 TC 1923.79 TC 1423.05 FL 1922.63 9&. 149,24Z3 CL.......,n •1 ,3.1.0 CLq Glv to ti • rn> b� N> +w Ni +0] INi 1.47% 1922.27 FL 1922.37 FL _ 1922.74 FL 193.05 FL 12" w \ \ 12"W STA 506+54.54 & 40 FT NORTH VACATED PROPERTY CORNER N 5942.9705 E 5974.8317 STA 506+54.09 & 40 FT SOUTH VACATED PROPERTY CORNER. N 5862.9818 E 5974.3630 12" W 1923.48L Na 19. 3.48 FL 12" W 1923.29 FL NK'S 19231Ca.GI,,, 1923.58 9b,. -g-- 1923 79 E +50 1922 1923.72 TC 19 4.59' TC 1923.2 FL 09 FL 1923.33 FL 1923.83 TC 12" W to U N > w 04 N EXISTING HASTINGS UTILITIES GAS (TYP.) STA 510+19.27 & 40 FT NORTH WAL-MART PROPERTY CORNER N 5945.9800 E 6339.5550 509+00 E - 1 Er - 1923.34 TC 1 0 10 20 40 GRAPHIC SCALE Full Scale: 20' : Half Scale: 40' 50 510+00 0.51% 0.51% 1y 3 20 CL 3145 rl,c.. �.: -� -,o• � 1922.84 FL l,t 1923.22 FL 1923.19 FL 1923.72 TC STA 506+83.45 TO STA 507+88.45 & 18 FT SOUTH INSTALL 105 LF OF ZERO -HEIGHT CURB FOR FUTURE DRIVE. 1923.69 TC 12" W 0.28% 12 W 01 co 1 23.55 TC STA 507+63.59 & 40 FT SOUTH CIMARRON PLAZA PROPERTY CORNER. N 5863.8778 E 6083.9390 STA 505+00 TO STA 510+17 INSTALL 2068 S.Y. OF 8" P.C. CONCRETE PAVING WITH INTEGRAL CURB AND GUTTER PER STANDARD PLANS 329-R5 & 301-R8. BASELINE: CENTERLINE OF PROPOSED 38TH STREET E 1923.08 TC 1922.58 FL 12" W --Ed nl 12" W 7 o / O 1922.91 FL 1923.41 TC 2005-3 38TH STREET PAVING IMPROVEMENTS HASTINGS, NE \ c- I roCIDA 522.. t TC 22.21 L I� W 11922,0 CL 0.51% 0.51% 0.28% 1922.83 TC 3 FL 1922.77 F 1923.2 iz" �-Fes3- 12" W STA 510+17 REMOVE EXISTING CONCRETE HEADER. CONSTRUCT EXPANSION JOINT PER STANDARD PLAN 329-R5 AT END OF RETURN. STA 510+11.85 & 40 FT SOUTH OUTLOT PROPERTY CORNER. N 5865.9350 E 6332.1300 2 C L X11192.22.726TC FL tr I II I . I FINISHED GRADING BEHIND CURB ON BOTH SIDES SHALL BE SUBSIDIARY TO EARTHWORK QUANTITIES. SEE CROSS SECTIONS. 12" ,�P� CIV/21''a11 tot DAVID D ?4% to ZISKA 4/ -z - OF T ... PSFQ r h,. F OF NEER..... EER 1932 TBM'S: MATCH:::OLSSON : ASSOC.:: BENCHMARKS FOR -WAL -MART : THESE :ARE: NOT: :THE :CITY: QF: HASTIN.GS::BENCHMARKS .T.BM:#1: NW:BOLT. ON•FHe NE CORNER DF. NORTH SHORE:ASSEMBLY.O?GOD•CHURCH: ELEV: J.:1922.50 IBM: #2:. CHISLED:"X' ON SONNET BOLT ON:FH @ NE CORNER QF 3STH S_REET:& OSBORNE:DRIVE:WEST ELEV; =:1926;85 TBM•#3: PROPERTY PIN@ NE CORNER OF 35TH STREET'& FISHERMAN LANE- ELEV =1923.16 NOTE: HERE' ARE BURIED UTILITIES • IN- THE VICINITY -OF THE PROPOSED • WORK HE CONTRAC•TOR- SHALL•NOTIFY -THE RESPECTIVE UTILITY COMPANIES SCALE: HORIz: BEFORE CO'vIMENCING: WORK:: NEITHER THE: OWNER: OR: ENGINEER: ASSUMES ANY -RESPONSIBILITY- FOR• tJIlLITY• LOCATIONS' BERG -ACCURATE_Y• SHOWN, VERT. 1"=2` VERTICAL' CURVE OR -NOT SHOWN •ON -THE PLAN, 1930 HIGH POINT ELEV -• 1923.65 1932 IGH- RUNT -STA = '507+99.20 VERTICAL CURVE #3 P IT STA' = 5074-75'00 LOW- POINT ELEV = 1922.06 PVI. ELEV :_ :192184 1928 OW • POI \I T• STA ' - • 506+15.44 A.D = -' .98 ?VI STA = 506+30.44 K = 50.4.5 PV 'F1 FV' =' 1921.71 M.O. _• -0.25' E arth�work: ......... ......... .. Excavatioi•=400aY Embankment=•1.800C:Y. 1802C.'Y 2432C.Y Earthwork Quantity: x• 4.35 Bak. Factor • _ •2432- 'C. Y. - •400C.Y '= 2032C.Y.: •Required will •be- pgid- as- Lump • Sum - 1930 A'D._' 2'37 1 26 K = 52.71 100.00' VC IA:O.' _' 125.00' . VC 1924 41 0 Li+ 1922 .90% (0 �1 +' 1.0 N 04 n ro N LO X) 0 e)-00 z 1928 PROPOSED'G4ADF ON : BASELINE M 4J 1926 1924 1920 Datum EIev.1920.00 ft Above. Sea LeV4I:U.S.G.S. / 1922 0 w wo 0 m O U a 0 J EXISTING: GRADE N N W N DN . BASF_,EJNE O1 Pei 01 0) M 1920 cow w 0 0< 0 .O w 0 . U J <0 Z Z D 00 rn z O a RC J <0 Z 1X CC O 0 SEWER :F:L.::::19:1:7 17 z 0 fro< 505+00 +50 506+00 +50 507+00 +50 508+00 +50 509+00 +50 510+00 JEOConsulting Group, Inc. Engineering Architecture Surveying Planning REVISION REVISION REVISION FILE NAME 330SD8-TOP.dwg FIELD BOOK HAST/NGS #45 REVIEW BY REVIEW DATE DRAWN BY MS DATE 10/19/2004 PROJECT NO. 330SD8 PLAN AND PROFILE PPI.2 STA 500+00 & 40 FT NORTH WAL-MART PROPERTY CORNER N 59375289 E 5319.9847 BASELINE & CENTERLINE OF PROPOSED 38TH STREET. N 5897.5495 E 5320.3160 EXISTING CONTOURS (TVP.) BACK OF CURB (TYP.) 500+00 +50 501 +00 +50 STA 500+00 TO STA 505+00 INSTALL 2000 S.Y. OF 8" P.C. CONCRETE PAVING WITH INTEGRAL CURB AND GUTTER PER STANDARD PLANS 329-R5 & 301-R8. • STA 500+00 BUILD 36 L.F. OF 8" P.C. CONCRETE\ HEADER AS PER STANDARD PLAN 301-N8. INSTALL 2 TYPE III BARRICADES AS PER STANDARD PLAN 920-R5. EXISTING KINDER MORGAN GAS LINE (TYP.) STA 499+80 TO STA 500+00 ROUGH GRADE 20 FT WEST OF FINISHED PAVING. SEE PROFILE. - - _--I- 1-- --.........., 1- 4-- \ �_ - - 1 1929.29 TC 1928 79 FL G 2% <9 51(:Le <9 2% \ 444 4444.111.- K" 194 9 FL 1929.29 TC _\32 0 (EXISTING HASTINGS UTILITIES (SANITARY SEWER MAIN (TVP.) 1 1928.29 TC 1927.79 FL \ N 19 8 5 192.779 FL 1928.29" -TC 1926.79 � N 12" W JOINT SPACING FOR NEW PAVEMENT SHALL BE EVERY 12 FEET PERPENDICULAR TO STATIONING AND 10 FEET FROM CENTERLINE PARALLEL TO STATIONING (BOTH SIDES) PER STANDAR PLANS 329-R5 AND 301-R8. J FL 2% \ 19;k11a- CL 1926.29 1 25.79 F N 19.26.79 FL \1927.29 TC 12" \ 502+00 1925.69 TC 19 19 19,.51 CL 192 1925.79, FL 1925.19•L 1926.29\TC L ` \ 12"W \ 12"W STA 501+71.98 & 40 FT SOUTH CIMARRON PLAZA PROPERTY CORNER. N 5858.9737 E 5492.2932 BASELINE: T 2 FL Earth work: Excavation=400C.Y Embankment=1800C.Y. 1802C.Y. x 1.35 Bat Factor = 2432 C.Y. 2432C. Y. - 400C. Y. = 2032C. Y. Required Earthwork will be paid as Lump Sum Quantity. +50 503+00 1924.69 TC EXISTING HASTINGS UTILITIES GAS (TVP.) G G E -T- i 192-21-.66 TC 1924.44 TC c +50 1924.09 TC c 0 10 20 40 GRAPHIC SCALE Full Scale: 20' : Half Scale: 40' 504+00 L 19'4.16 FL t38TH STREET G 1922354. ., . �N 1924-82 FL 12': 192 • N 1 23.84 FL K. NI N 1924.30 CL10.1 ca" -T CL oci CO i N \ + w N f 1t 19 FL 192416 Fl 79 Pgiv3.94 FL 3.0I4 1224X4 TC 1924.54 \ W W \ W \ I W ,I N I \ - \ / 0 1iY /N I/ N 12" W PROPOSED PAVING GRADES (TVP.) STA 501+71.75 TO STA 502+76.75 & 18 FT SOUTH INSTALL 105 LF OF ZERO -HEIGHT CURB FOR FUTURE DRIVE. CENTERLINE OF PROPOSED 38TH STREET 12" W Fl TC 7 1923.59 FL N 192131 SL_ 12" W N 0.5% 2005-3 38TH STREET PAVING IMPROVEMENTS HASTINGS, NE +50 1921 1923.84 TC 0.5% 1Q" .N 0.5% 3.59 FL 4.09 TC L_ 12" W STA 503+72.75 TO STA 504+77.75 & 18 FT SOUTH INSTALL 105 LF OF ZERO -HEIGHT CURB FOR FUTURE DRIVE. S 1923.34 FL N N 1923 7 C 1923 59 C 0.9% -1-Qn �N d lio s 1923 r34 CI ,n^ sa.: -� ,0,.1� : • CL_ :\ Nn- NI +1 1923.34 FL 1923.23 FL 1923.73 TC 1925.23 FL -E--- 1923.73 (_ G -1920- 505+00 6923.48 TC 1922.98 FL i919 - t 192 G - - - f 1E 1923.03 TC 0.9% 1922.53 FL �t'I N 12" W 12" W N 1922.98 FL \792 12" W STA 505+00 CONSTRUCT EXPANSION JOINT PER STANDARD PLAN 329-R5. FINISHED GRADING BEHIND CURB ON BOTH SIDES SHALL BE SUBSIDIARY TO EARTHWORK QUANTITIES. SEE CROSS SECTIONS. 0.9% S 12" W STs N 1922.53 FL 1923.03 TC ---�--- 12 W o DAVID D. ?1's cc ZISKA STgit .... •RP P �,.. E6 m 1932 TBM'S MATCH + OLSSON ASSOC:-BENC41MARKS • FOR. -WAL MART. THESE ARE NOT THE •CITY OF HASTINGS. BENCHMARKS. TSM:#1:: N'W:BOLT ON FH 0: NE C:ORNER:OF NORTH aHORE:ASS TSM:#2::CHISLED:"X" ON RONNET:BOLTON:FFi:Ni; .:ORNERC TBM •#3:•PROPERTY-PIN {1 -FOOT DEEP)-@ VE CORNER OF 35TH EMBLY:OF F 38TH STI STREET -& GOD:CHURCH :ELEV. :19122.50: 3E:ET & OSBORNE DR VE:VV:EST: ELLEV: =:1926.85 FISHERMA\I LANE ELEV: =•1923.16 1930 FUTURE- 38 TH STREET- GR BASELINE ADE -0 1928 1926 1924 1922 APPRO. KM: :GAS XMATE - LOCA TION OF LINE:(F:IEL O :VERIFY) O Q VERUC-AL• CURVE #1 PVI STA- =- 502+30 PVI ELEV =- 1924:55 A.D. - 1.50 K. _. 66.67 M.O. = +0.19' i 100.00' "VC NOTE THERE ARE THE CON:TR BEFORE CO ANY•RESPC OR •NOT SH BURIED UTILITIES -IN- THE VICINITY •OF ACTOR. SHALL -NOTIFY -THE RESPECTIVE VIMENCING: WORK:: NEITHER THE: OWNE NSIBILITY FOR- UTILITY- LOCATIONS BEIM OWN -ON -THE PLAN. THE PROPOS UTILITY COV R: OR: ENGINE G 'ACCURATE ED- WORK: RANIES ER: ASSUMES _Y- SHOWN; • SCALE FIORIZ: VERT. :1,rV2V : 1"=2` EXISTING -GRADE ON -BASELINE 0 co +• N- 0• Cl w 0 M N o) CURVE #2: _ -504+22 w > w LLJ (Ni Q k. 4hi 1932 1930 1928 1926 1924 -0.90 1920 Datum :Ele v:1920;00 ft Above: Sea Level:U,5.G .S. 018 w C 20. cc J n -C> N m 05 N C) m N N 0) m N 0) N N 0 N N 0 N to .d... M " • N 0) 0) co N 1922 1920 p w wn 0 K 00, • 0 -I J <0 Z Z CiCiY 00 .... ND . 0).. 0 M 0) 0) co N 0) <0 N N 0) rr) CD N 0) O 0) N N 0) 0) 10 N 0) 0) N N 0) N N 0) N •0) (0 0) J Z Z �Et 00 z O C z O 500+00 +50 501+00 +50 502+00 +50 503+00 +50 504+00 +50 505+00 JEOConsulting Group, Inc. 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