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J J N F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART—COVER.DWG LEGEND STORM SEWER SEWER LINE WATER LINE GAS LINE TELEPHONE LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC MANHOLE PROPERTY LINE/R.O.W. INLET/JUNCTION BOX VALVE FIRE HYDRANT POWER POLE STREET LIGHT STREET LIGHT/POWER POLE GUY BUSH MASS TREE BUSH STUMP SIGN CULVERT CHAIN LINK FENCE 0 WOODEN/PLASTIC FENCE 0 CURB STOP GAS METER ELECTRICAL METER TELEPHONE RISER BOX PROPERTY CORNER SEWER CLEAN OUT POST 6 CONCRETE SS S W GAS UTE OHE UGE r61 Q1 a 0 I0 En 0 0 0 s -/2-O Approved for Construction — Adams County Hwy Superintendent Date "esA Approvedfor' Construction — Hastings City Surveyor 42ND STREET & OSBORNE DRIVE WEST HASTINGS, NEBRASKA PAVING IMPROVEMENT DISTRICT #2004-1 2004 es--/r-goy Date . Approved for Construction — Utilities Director of Engineering Date gat Lmt#491 5 -it -act r 01 OLSSON ASSOCIATES ENGINEERS - PLANNERS — SCIENTISTS — SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND. NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 1 SHEET NO. 42nd St. 42nd St. I 42nd St. SUMMARY OF QUANTITIES 3 SITE LOCATION 04 �CCombalplex T TYPICAL SECTIONS 5 GENERAL INFORMATION Baltimore Ave. PLAN & PROFILES / Q v c a O m 0 GEOMETRICS, JOINTS AND GRADES 26-34 LIGHTING 3 CROSS SECTIONS 1-6 SANITARY SEWER SW -077 -� p o / N .7 = N I'.) / NOT TO SCALE c / Loke Hasting / / 26th St./ Bypas Coke haf'�9s Oy ale 18th St 11 ,.-/ .th ■■. y — — an. — — — ----. 1•t .. .. la 11 III.� / 11151 Rn ����� - • — ■OM MIN __ / 3rd 2nd gat Lmt#491 5 -it -act r 01 OLSSON ASSOCIATES ENGINEERS - PLANNERS — SCIENTISTS — SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND. NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 1 SHEET NO. SHEET INDEX 1 COVER SHEET 2 SUMMARY OF QUANTITIES 3 HORIZONTAL & VERTICAL CONTROL SHEET 4 TYPICAL SECTIONS 5 GENERAL INFORMATION 6-12 PLAN & PROFILES 13-19 CONSTRUCTION & REMOVALS 20-25 GEOMETRICS, JOINTS AND GRADES 26-34 LIGHTING X1 -X6 CROSS SECTIONS 1-6 SANITARY SEWER SW -077 NDOR STANDARD & SPECIAL PLANS NEBRASKA DEPARTMENT OF ROADS STANDARD PLANS STD. PLAN# 435-R1 443-R6 329-R5 301-R8 920-R5 DESCRIPTION MANHOLE CURB INLETS AND JUNCTION BOX 6 TO 16 INCH CONCRETE PAVEMENT PAVEMENT DETAILS TRAFFIC CONTROL CONSTRUCTION & MAINTENANCE NEBRASKA DEPARTMENT OF ROADS SPECIAL PLANS SPECIAL PLAN# 1C 2C DESCRIPTION CURB RAMPS TYPICAL URBAN TRAFFIC CONTROL PLAN _G u . W/a,efebt, s-//- Zoo9 Approved for Construction - Hastings City Engineer Date 2/17/0 3: 10 P.M. f': \PROJECTS\20020897\GIIISTWLMRT\DWG\PLANS\OUANTITIES.DWG SF= 20 ZLL SUMMARY OF QUANTITIES SURFACING ITEM UNITS QUANTITY 8" CONCRETE PAVEMENT, CLASS 47B-3625 S.Y. 10617 6" CONCRETE, CLASS 47B-3625 DRIVEWAY S.Y. 1611 4" CONCRETE, CLASS 47B-3000 SIDEWALK S.Y. 406 4" GRAVEL SURFACE COURSE TNS. 193 4" CRUSHED ROCK SURFACE COURSE TNS. 128 BUILD CONCRETE HEADER L.F. 76 REMOVE CONCRETE HEADER L.F. 36 REMOVE CULVERT PIPE L.F. 41 ADJUST MANHOLE TO GRADE EA. 6 CONCRETE FLUME S.Y. 53 SEEDING, TYPE "B" ACS. 3.2 EARTHWORK L.S. 1 OVEREXCAVATION C.Y. 500 GENERAL CLEARING AND GRUBBING L.S. 1 TRAFFIC CONTROL L.S. 1 STORM SEWER ITEM UNITS QUANTITY 18" FLARED END SECTION EA. 1 54" FLARED END SECTION EA. 1 BUILD CURB INLET EA. 10 BUILD STORM SEWER MANHOLE EA. 1 15" REINFORCED CONCRETE STORM SEWER PIPE L.F 176.4 18" REINFORCED CONCRETE STORM SEWER PIPE L.F. 579.6 24" REINFORCED CONCRETE STORM SEWER PIPE L.F. 77.1 48" REINFORCED CONCRETE STORM SEWER PIPE L.F. 10.0 54" REINFORCED CONCRETE STORM SEWER PIPE L.F. 116.2 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND St - GRAND ISLAND. NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 2 LIGHTING ITEM UNITS QUANTITY LIGHTING UNIT, SL -BT -35-12-0.25 EA 10 LIGHTING UNIT, SL -BT -35-12-0.15 EA 8 PULL BOX, TYPE PB -5 EA 5 PULL BOX, TYPE PB -6 EA 3 LIGHTING CONTROL CENTER, TYPE "P" EA 1 1/2" CONDUIT IN TRENCH FT 3874 1/2" CONDUIT UNDER ROADWAY FT 418 STREET LIGHTING CABLE, NO. 8 FT 2516 STREET LIGHTING CABLE, NO. 8 BARE FT 1258 STREET LIGHTING CABLE, NO. 10 FT 6068 STREET LIGHTING CABLE, NO. 10 BARE FT 3034 J N \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-SITE.DWG CONTROL POINT #26 CONTROL POINTS 1. CONTROL POINT #4, P.K. NAIL IN T.O.C. NORTHING=9974.560 EASTING=15437.500 ELEVATION=1922.14 3. CONTROL POINT #10, NORTHING=8797.559 EASTING=15084.761 ELEVATION=1922.81 5. CONTROL POINT #21, NORTHING=9418.982 EASTING=15220.293 ELEVATION=1922.00 6. CONTROL POINT #22, NORTHING=8561.926 EASTING=14202.103 ELEVATION=1936.50 7. CONTROL POINT #23, NORTHING=9971.789 EASTING=14655.547 ELEVATION=1910.70 CENTERLINE CONTROL 0 P.I. STA. 4200+00.00 NORTHING=9998.88 EASTING=13321.98 1/2" REBAR 1/2" REBAR 1/2" REBAR Q STA. 4216+11.67 - C 42ND ST = STA. 27+50.05 - C OSBORNE DR W AND PRIVATE DRIVE NORTHING=9996.42 EASTING=14933.64 P.I. STA. 4225+00.00 NORTHING=9995.07 EASTING=15821.98 P.I. STA. 13+00.00 NORTHING=8614.27 EASTING=15051.16 P.I. STA. 22+28.94 NORTHING=9538.62 EASTING=15143.43 A =50'36'48" D=50'36'48" R=211.49' L=186.82' P.C. STA. 21+28.94 NORTHING=9439.1 1 EASTING=15133.50 P.T. STA. 23+15.76 NORTHING=9609.43 EASTING=15072.83 © 4200+00 4201+00 4202+00 4203+00 4204+00 4205+00 4206+00 4207+00 4208+00 4209+00 4210+00 4211+00 4212+00 4213+00 4214+00 CONTROL POINT #24CONTROL POINT #29 CONTROL POINT #28 O CONTROL POINT #30 - _- ''r 0 -f- f- --t- I--f---F- I- -1-L I-�- 1 1 -1- H -1- �-I I 4 F + - ,,J D - - - 42N0- STREET 8. CONTROL POINT #24, 1/2" REBAR NORTHING=10015.689 EASTING=13536.809 ELEVATION=1905.78 9. CONTROL POINT #25, NORTHING=9681.797 EASTING=15255.561 ELEVATION=1922.70 10. CONTROL POINT #26, NORTHING=10016.493 EASTING=12801.686 ELEVATION=? 11. CONTROL POINT #28, 1/2" REBAR NORTHING=10009.586 EASTING=14172.324 ELEVATION=1908.77 12. CONTROL POINT #29, 1/2" REBAR NORTHING=10010.085 EASTING=14002.110 ELEVATION=1907.16 13. CONTROL POINT #30, 1/2" REBAR NORTHING=10009.887 EASTING=13817.701 ELEVATION=1907.14 P.I. STA. 25+33.44 NORTHING=9749.42 EASTING=14933.27 A =45'00'00" D=45'00'00" R=241.42' T=100.00' L=189.61' P.C. STA. 24+13.44 NORTHING=9678.60 EASTING=15003.87 P.T. STA. 26+03.05 NORTHING=9849.42 EASTING=14933.42 P.I. STA. 28+62.55 NORTHING=10108.92 EASTING=14933.81 A =90'00'00" D=90'00'00" R=50.00' T=50.00' L=78.54' P.C. STA. 28+12.55 NORTHING=10058.92 EASTING=14933.74 P.T. STA. 28+91.09 NORTHING=10108.85 EASTING=14983.81 P.I. STA. 31+05.15 NORTHING=10108.52 EASTING=15197.88 A =85'32'12" D=85'32' 12" R=50.00' T=46.25' L=74.65' P.C. STA. 30+58.90 NORTHING=10108.59 EASTING=15151.63 P.T. STA. 31+33.55 NORTHI NG=10154.62 EASTING=15201.55 P.I. STA. 32+00.00 NORTHING=10220.87 EASTING=15206.82 SECTION CORNERS N1/4 COR. SEC. 36, T8N, R1OW NORTHING=9999.90 EASTING=12652.12 NE COR. SEC. 36, T8N, R1OW NORTHING=9995.86 EASTING=15303.66 0 0' 4215+00 4216 o /, co N 100 5 T 200 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 3 5 v T 0 0 C, D 29+00 30+00 x0 / • 4217+00 4218+00 4219+0 422 0 0 4221+00 4222+00 4223+00 4224+00 CONTROL POINT #4 N 4225+00 I © 0 rJ CONTROL POINT #23 N N 0 0 co N 0 C m 0 2 0 00 cTh CONTROL POINT #25 0 0 0 N A m 0 0 0 • m o i C C, 0 CONTROL POINT #21 0 0 C m C C CONTROL POINT #22 C 0 0 <0 c, 0 0 + 0 0 M ,n o C C m C m I� CONTROL POINT #10 1//ill < m I 1 f U 0 0 uft n NS) a C I c ' s moMATI ` S g;77I• *. * d 9TF•0F• NEgc` HORIZONTAL & VERTICAL CONTROL SHEET \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-TYPICALS.DWG ZLL VPR\ES' 1=1I -M111_111=iI1 IIII II -_I I I11 - II M19="-"=I1II1==11LmIII=-IImIII==IIF m=IIE11 III=m111 =111=-111 =1I11 =a+—=Ilf I=IL-= 1111 .II -III II=I=III=II-III �IIP=II1=1E1=1=I9IC1IIEIII III -11E111 -111 -III I 11111MEI=I=1LIII=II=1IIIIEPIE-M =I===1M==I =L= IICII P= -1=1-I=ILIE - I 1'rI1F==--E=EL--CC==C F1==11-1,1_ 1=1= 0 a a r I- i Z a 5 J Q z C a 0 a z 5 N OD 0 0 N C O N (n H U w O a a 2/17/04 3: 10 P. 10' 7' 10' 0' 20' 40' 01 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 5 6" CONCRETE BIKE TRAIL 7' 4" INTEGRAL CURB 5' 6" X 6" 10/10 WELDED WIRE FABRIC t CONCRETE FLUME NOT TO SCALE / EXISTING GROUND FINISHED GROUND _ 3' MIN. OVEREXCAVATION OVEREXCAVATION NOT TO SCALE 1" LIP CURB L 6" CONCRETE FLUME CONCRETE FLUME/BIKE TRAIL CROSSING NOT TO SCALE GENERAL NOTES c 4 4 °6 6 1. STORM SEWER MANHOLES SHALL BE CONSTRUCTED ACCORDING TO NDOR STANDARD PLAN 435-R1, TYPE "A", TYPE "B" OR TYPE "C" MANHOLES. THE MANHOLES SHALL BE CONSTRUCTED WITH A TYPE I OR II FRAME AND FLANGE. 2. FOR ADDITIONAL PAVEMENT DETAILS REFER TO NDOR STANDARD PLANS 301-R8 AND 329-R4. 3. CURB RAMPS SHALL BE CONSTRUCTED ACCORDING TO NDOR SPECIAL PLAN 1C. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL. THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH NDOR STANDARD PLAN 920-R5; NDOR SPECIAL PLAN 2C TYPICAL URBAN TRAFFIC CONTROL PLAN; AND WITH THE MOST CURRENT EDITION ON THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 5. THE CONTRACTOR SHALL REMOVE AND SALVAGE ALL SIGNS TO THE CITY. THIS WORK SHALL BE CONSIDERED SUBSIDIARY. 6. CAST IRON RINGS, COVERS, FRAMES AND GRATES FOR SANITARY SEWER AND STORM SEWER STRUCTURES WILL NOT BE PAID SEPARATELY. 7. LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTILITIES INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY FACILITY. 8. THE CONSTRUCTION OF ALL JOINTS INCLUDING DOWELS AND TIE BARS SHALL BE CONSIDERED SUBSIDIARY TO CONCRETE PAVEMENT. 9. CONTRACTOR SHALL PROTECT THE EXISTING SPRINKLER HEADS AND LINES. IF THERE IS A CONFLICT, THE SPRINKLER HEAD SHALL BE SALVAGED TO THE OWNER. 10. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS. IF THEY ARE DISTURBED DURING CONSTRUCTION THEY SHALL BE RESET BY A REGISTERED LAND SURVEYOR. 11. CONTRACTOR TO PRESERVE ALL SURVEY CONTROL. 12. PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY THE ENGINEER THE PROJECT. 13. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING AND SHALL BE RESPONSIBLE FOR DAMAGES. IN WRITING REQUESTING A FINAL WALK-THROUGH OF MANHOLES, POWER POLES, AND EXISTING UTILITIES, 14. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS & FEES REQUIRED. 15. MOBILIZATION SHALL BE SUBSIDIARY FOR ALL ITEMS OF WORK. 16. BACKFILL OF SEWER PIPES AND WATER MAINS SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 17. CULVERTS REMOVED SHALL BE DELIVERED TO THE CITY IF DETERMINED SALVAGEABLE BY ENGINEER. GENERAL INFORMATION J J N ALE: F: \PROJECTS\20020897\GIHSTWLMRT\DWG\PL.ANS \WALMART-PAV.DWG 2 0_ 0 h 1- O N N L_ EARTHWORK 42ND STREET EXCAVATION EMBANKMENT 2700 C.Y. 8600 C.Y. NOTE: EARTHWORK WILL BE PAID AS LUMP SUM QUANTITY. BALANCE FACTOR OF 1.0 WAS APPLIED. 4205+00 SEEDING, TYPE "B" 42ND STREET STA. TO STA. ACRES 4205+45 - 4214+05 1.7 4206+00 PROPOSED 42ND STREET R.O.W. LIMITS OF CONSTRUCTION OVEREXCAVATION STA. TO STA. C.Y. 4205+45 - 4214+05 500 1 wL--'CW--- w ` w 0 4207+00 C 4 4 C C 4208+00 EXISTING 42ND STREET R.O.W. a 4 C C 4 4 4 d 4 41 C 4) C 4 4 C C 4 4 4 C C 0' 20' 40' Ok OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 6 _4209 00 4210+00 C C4 C4 0 _2- d Q 4 C 4 a 4 n o 4 4 4 Q ° C a C 4 4 4 a a° q �` ____ a a 842NDcST'REET4a d ` C C4 4 44 C J an C 4 4 ` C a4 - 4 d C 4 C 4 C 4 ° C 4 4 4 4 ` 4 C C 4 C 4 C 4 C n 4 4 4 4 C 4 4 4 C C C 4 C 4 4 a 4 8 C C 4 C 4 4 o C 4 4 C 4 4 C 4 C 4 2 n a d rt q-- ° o- ._ — ° a •4• — a _._ ..._ Q _ ____ Q.._. __ _._ 4_ -- _- __ __ --4— a 4 4 4 G 4 a 6- - - - - - - - - _a — _ — — -n a 1 / I EXISTING 42ND STREET R.O.W. PROPOSED WALMART ENTRANCE K 11 V O 0 42ND STREET STA. 4204+50 TO STA. 4210+50 1916 SCALE: 1" = 2' VERTICAL 1" = 20' HORIZONTAL 1916 1914 LOW: POINT :ELE I COW • POWIT"ST V = 190:7.:65 A = 4707+110 PVI' STA PVI •ELEV.: K = 4209+00 _::1908 40 66'67 1914 1912 PVI' STA•'= PVI" ELEV. : K: -: 50.0 :42(77 -00 =::1:907:60 62.51 • VO 100:0 0'••VC 0- .0 .rn 1912 1910 (0 • N U4 N v• O N 0 O m co N h N' O N O m o. (n. +• 0• • N. 1908 N. 0. m. 1906 IF 1F UI > ... fra- —^ r.... N 0) + (0 0 N 1904 cc- 1-• U). .J .W a- 0 BEGIN. CONSTRUCTION cc V). Q.. F W. O . n . 0) U). >. W. •0 •La -— 1'm rn w o• -0 t,. _r... 1. 1910 BEGIN :CONCRETE F AVEMENT'CONSTRUCTION 1908 1906 1904 1902 1902 CO 0 0) N 0D 0 0) N N N 06 O 00 0 0) N 0) --T a-^ ci 00 O 0) r N) to O 0) 0 N .55 o O 0) O r tO (0 O 0) r 0 0 0) 1 • N O 0) N) 0 0) q co co 0) r 0) 0 O O N 03 O 0) r to d m (i0 00 0 0) 0) OD O 0) 0) 0) 0 0) O 0) N ) N O 0) 0) O 0) 4205+00 4206+00 4207+00 4208+00 4209+00 4210+00 AV.DWG ZLL \DWG\PLANS\WALMART- F:\PROJECTS\200'20897\GINS 4211+00 0- 4212+00 PROPOSED 42ND STREET R.O.W. 0 EXISTING 42ND STREET R.O.W. 4213+00 LIMITS OF CONSTRCUTION 4214+00 0' 20' 40' 4215+00 f OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 4 °4---4_9 a a 4 4 4 a 4 4 a 4 4 a n a 4 O 4 d 4° a O 4 4 4 a a 4 a 4 a ° a 4 4 o O ° 4 d4 a 4 ° ° a S `I a a °a a O U 4 4 O ° O 4 4 a ° t-� 4 a O 46 C 0 4 4 ° ° ° 4 42ND STREET 4 ° 4 4 a 4 244S a S ° n tlS a a 4 S 14 a O S a 4 a 4 4_ — ° 4 4 a 4 a a 4 tl O a 4 40 ° 4 a 4 O a ° 4 a O 4 d a 4 d a a 4_44-_-4_-Si_ __ �— Q4— a 4 4 a 4—. 4 a a 4 44 O 6'1\, EXISTING 42ND STREET R.O.W. I- D' 0 W In 0 O a- ENTRANCE a ° O 4 4 a a 4 O 4 ° a a d 4 4 -4 — a a 4 a d O O ° 4 4 X 5 4 a s 4 4 ° 4 O 4 a a d a a 4 ° d -4 4 tl 4 4 tl a 4—'— d a a O ° 24"S ( $ 44 a ° 4 4 ° ° d a O 4 a r a° a a. 4 4 ° ii I4 O a a a 04 a as a 0 s i4 ° N a a N ° a4 O 4216+,00 / t v \\ PC = 28+12.55 PROJECT NO. SHEET NO. OA# 2002-0897 / / / I a 4 ° a a 4 a a ° 8 4 4 4 a a_ —tea -- 4 a ° 4 a a a a ° a4 4 44 a 4 ° a4 a 7 0 C F C a 4 a ° 4 a a O a O O 4 4 4 O 1 N ./ •`OUVUNO'11,1'I11tl p.. I' s� N? • ••• L' MATTHEW M.. 'gym RIFF .A E-10074 tAitereFet /it OF NE0 'nuumlua"�� 42ND STREET STA. 4210+50 TO STA. 4216+50 1920 SCALE: 1" = 2' VERTICAL 1" = 20' HORIZONTAL LOW- POINT •ELEV •- 1910:76 1918 LOW POINT STA = 4214+47.37 1920 PVI • STA = • 4215+25 PVI • ELEV. - 1910:10 K _•72:37 HIGH POINT. E EV• •_. •1911:60 250:0:0' VC 1918 1916 1914 1912 1910 HIGH. •POINT STA _• •4212+65.66 PVI• -STA -, • 421.2+50 PVI ELEV. r. 19.1:90 K=30:66 1 511111 • VC: .10 r C\I• iii• cot m• 0070 M c).0. y. w. 1916 1914 1912 1910 1908 1908 1906 1906 0 0 '-1 tri c 0) U•) N 0) 0) m r a) r 4211+00 4212+00 4213+00 4214+00 4215+00 4216+00 \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-PAV.DWG ZLL i 1 N \PC = 28+12.55 it 4217+00 4218+00 1 4219+10 1 PROPOSED 42ND STREET R.O.W. 0' 20' 40' OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 42'0 §4221+0C PROJECT NO. SHEET NO. OA# 2002-0897 8 EXISTING 42ND STREET R.O.W. I ( AGING DISTRICT 2004 CONSTRUCTION • ,2ND STREET 4 4 a 4 4. a a 4 0 z 0 m 0 z 0 03 n c m 2 CD (n 0 42ND STREET STA. 4216+50 TO STA. 4220+00 1924 STA . - .421.8+50 VI • ELEV . k. 1919.20 1922 K — 107 SCALE: 1" = 2' VERTICAL 1" = 20' HORIZONTAL 1924 100:00' • VC 0. o• err r� 1922 1920 1918 1916 1914 1912 o'.o 0. .2 W m. m i r � £NO::CONSTRUCTION .> Ch� •W 1:90_—y 901 II.Jl F' 'J N' W BEGIN CONSTRUCTION ...... PAVING' DISTRICT'2004-1' r r l — PAVING 'DISTRICT" 2004-2 1920 1918 1916 1914 1912 co 0 co to M W 0) e - O 'Or) Lfl N} 0)) 0 (7 0) QQ 0) I\ 0) e - Q O) w 0 y ' N N 0) O) Q) M N N 0 4217+00 4218+00 4219+00 4220+00 J J F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-PAV.DWG 2/17/04 3:10 P.M. FIL EARTHWORK PRIVATE DRIVE EXCAVATION EMBANKMENT 0 C.Y. 4950 C.Y. NOTE: EARTHWORK WILL BE PAID AS LUMP SUM QUANTITY. BALANCE FACTOR OF 1.0 WAS APPLIED. SEEDING, TYPE "B" PRIVATE DRIVE STA. TO STA. ACRES 27+70 — 31+50 0.6 C 4215+00 PROPOSED TEMPORARY CONSTRUCTION EASEMENT Ln BUILD 10' BOTTOM STORM (/' SE R OUTLET TO CHANNEL (SUBSIDIARY) 4 0 0 + 00 N / / 2n // / I 4216+00 / v1 \PC = 28+12.55 a • 4 a 4 a a a a a 4 n 4 a LIMITS OF CONSTRUCTION 29+00 PT = 28+91.09 4 a24S 4 o a 1'74 a L I a a a 4 a 1141 0 4 A111 4 1 4 m v 4- 4 a a a 4217+00 30+00 PRIVATE DRIVE PROPOSED 42ND STREET R.O.W. EXISTING 42ND STREET R.O.W. 4218+00 0' 20' 40' I I Ok OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 9 f I II PT = 31+33.55 j I II 4 4 a 4 4 a 4 a a a a a a a o a a _-- c— • a— a a 4 a a a a 42ND. STREET • as a 4 a a a a a a a a ' -4 / a a 4 a a a a a 4-N c a a a4 4 a4 / 4 a a 4 4 a / a a--- a o a a a a a a 4 4 a a a s 4 a 4 a U.S. HIGHWAY #281 r O CC, a. i. N 1'gry pNCl.fr , MATTHEW M. :m RIEF E-10074 . OF NOP i air PRIVATE DRIVE STA. 27+50 TO STA. 31+50 1918 LOW- POINT • EL EV • _ •191.1:80 A SCALE: 1" = 2' VERTICAL 1" = 20' HORIZONTAL 1918 1916 PVI • STA • = 29+00 PVI•ELEV. _••1911:58 to. ea 44 1914 1912 1910 1908 a o• ai 1I > F: LAI 4 > 0. .> Ga .0) N lI It 5 o. N a. a. 03. m. .0) F'• w. EC. • N• + N M .N .0) IL Ld — x.50% .0) 3 ` A BEGIN::CONSTRUCTI:ON / / M � / to An HIGH. POINT. ELEV..- 1918.16 HIGH • POINT. •STA _ • 31+34:26 PVI • STA. = 31+00 A. W PVI ELEV• = 1918:43 / m• > K• = 24:&0 al / 100:0 0'• • VC C— END •CONSTRUCTION 1916 1914 1912 1910 1908 1906 / / 1906 1904 / 7- 7— 1904 1902 y 1902 0) O I` O 0) O o) rIn C) o) rn m 0) t r N N O) O 0) N N M 0 m 0 to r to � ap 0) N.I- N - m `- O O) 0) N- 0) 27+00 28+00 29+00 30+00 31+00 32+00 J J N \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-PAV.DWG S 15+00 38TH STREET 1.6+00 I —10"s I— D' 0 L,J0 (J)z CL _chO O I— D_Z O LL1 EARTHWORK OSBORNE DRIVE WEST EXCAVATION EMBANKMENT 1150 C.Y. 1750 C.Y. NOTE: EARTHWORK WILL BE PAID AS LUMP SUM QUANTITY. BALANCE FACTOR OF 1.0 WAS APPLIED. SEEDING, TYPE "B" 42ND STREET STA. TO STA. ACRES 15+52 — 27+30 0.5 0' 20' 40' Ok OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 10 S S 18+00 OSBORNE DRIVE WEST R.O.W. 10"S S 19+00 S LIMITS OF CONSTRUCTION S H- ct 0 W w 0 z 0 < CL O � D' z a_ LJ S 20+00 S s 31n 31n w Y _ 310 —_ 310 O 31n 310 310 OSBORNE DRIVE WEST/ U.S. HWY. #281 R.O.W. an 31n—t– -31n _In OSBORNE DRIVE WEST STA. 15+00 TO STA. 20+00 1926 PM' 'STA = • 1'7+00 SCALE: 1" = 2' VERTICAL 1" = 20' HORIZONTAL 1926 1924 PVI' ELEV K _ • 1919.28 39t:51 00.0 Svc 1924 1922 1920 1918 1916 1914 0 +- 0 a) 0) d d BEGIN' 'CONSTRUCTION • 1922 1920 1918 1916 1914 1912 1912 (NI 0) CO CN N 01 tz- 0) 6) N 0) (0 0) Cn N d, 0 r„ 0 N 0) CO 0) C- M 0) n 0) r 00 a N 0) r AO N 0) 19 C0 0) r7 0 N 0) 0 (0 r CO N If) al is 07 oo 15+00 16+00 17+00 18+00 19+00 20+00 WLMRT\DWG\PLANS\' \PROJECTS\20020897\GINS � ct- (1 D \V. \ • \ CQ)/ 00 \ S \\-....„ \ OSBORNE DRIVE WEST R.O.W. • \ 0' 7 / 20' 40' 01 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 308 384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 11 0 A 4 4 4 4 A 4S 4 A 44 A 27� 00 N C) 'LP - i 37 23k�9 �/ / 22+00 -o 0 Ce 310 'a \ 0 \ 310 OSBOR.E DRIVE WEST/ U.S. H : 428 1 R.O.W. 3�0 --3.--------- 0 LIMITS OF CONTSRUCTION OSBORNE DRIVE WEST R.O.W. /i f -- OSBORNE DRIVE WEST STA. 20+00 TO STA. 25+00 1922 SCALE: 1" = 2' VERTICAL 1" = 20' HORIZONTAL 1922 920 PVI • STA •=••20+75 1918 rvi ELEV - 1013.65 1920 K • 90:80 iao:oo� •uc 1918 1916 N. U 0. N. t 0) 1916 1914 1912 C) Ui nd 4O% 1914 1912 1910 T 1910 1908 1908 a, r`} rM " rn a) a a, 0) 0) r a) 20+00 21 +00 22+00 23+00 24+00 25+00 F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-PAV.DWG 3:10 P.M. H 0 N t` N -oa-37 LIMITS OF CONSTRUCTION 26+00 OSBORNE DRIVE WEST R.O.W. a 4 i D. I ° N 0' 20' iI L_ 40' 1 I 40' OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND. NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 12 — 28+00 ° OSBORNE DRIVE' WEST ° o0 V / OSBORNE DRIVE WEST R.O.W. 0 0 0 0 N II I- simismois 1 / / Avp C Ii 0 ° I° a ° N 0 X 1 4 N1 N S`4"S SS'Z1.+8Z = Od v + O O PT = 28+91.09 S OSBORNE DRIVE WEST STA. 25+00 TO STA. 27+50 1920 SCALE: 1" = 2' VERTICAL 1" = 20' HORIZONTAL 1920 1918 1916 LOW: POINT :E11EV = 191:1:.:5Q LOW 'POIN.T.: STA = 26+:26.68. F VI . S I A . r...26+5L) PVI : ELEV :35 K = 6:70 100:0b'• • VC 1918 to. 0• 'tV 1916 1914 0- 0. +' to • N� .a) 0' o• N- N .0) 1912 1910 1908 0. 0. co. :> • co • 1 VI .0 + N II too' N' •0) II .w .w 1914 0• >. w. .0 .> a. \ k 1 END: :CO 1:10% .a b. to. N II o_. NSTRUC.T.ION M �. N W. W. .a �.��...2 /> W N v 4- .W .Z I— .z 0 0 1912 1910 1908 1906 1906 rd, w to 0) 0) 0) 0 0) 0) to w 0 rn 25+00 26+00 27+00 28+00 J J N \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON.DWG w 1 BUILD 8" CONCRETE PAVEMENT ° STATION TO STATION SIDE SQ. YDS. 4206+92 - 4210+50 LT.&RT. 1561 BUILD 4" CONCRETE SIDEWALK ° STATION TO STATION SIDE SQ. YDS. 4208+03 - 4210+50 RT. 137 BUILD 4" GRAVEL SURFACE COURSE ° STATION TO STATION SIDE TON 4204+75 - 4206+91 LT.&RT. 193 BUILD CONCRETE HEADER ° STATION TO STATION SIDE L.F. 4206+92 LT.&RT. 40 *BUILD CURB RAMP STATION SIDE 4208+13 42.5' RT. *FOR INFORMATION ONLY, SUBSIDIARY TO 4" CONCRETE WALK AND 6" CONCRETE BIKE TRAIL 4205+00 r 0 0 BUILD STORM SEWER CURB INLET NO. SIZE NO. STATION SIDE RIM EL. F.L. EL. X Y 1 4207+03.5 20' LT. 1907.75 1903.75 4.0' 8' 2 4207+03.5 20' RT. 1907.75 1904.00 3.75' 8' BUILD REINFORCED CONCRETE SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 1 15" X 44.3' 0.56% CURB INLET 1 FL 1903.75 TO CURB INLET 2 FL 1904.00 2 18" X 30.8' 0.81% FLARED END SECTION 1 FL 1903.50 TO CURB INLET 1 FL 1903.75 BUILD FLARED END SECTION A NO. STATION SIDE SIZE F.L. EL. 1 4207+26.1 43.2' LT. 18" 1903.50 4206+00 SHOULDER CONSTRUCTION SUBSIDIARY TO 4" GRAVEL SURFACE COURSE 16"W 4 / 1 / 1 / 1 / 4207+00 1 4208+00 CHANNEL FLOWLINE 0' 20' 40' _2.0.9+00 Cok OLSSON ASSOCIATES ENGINEERS — PLANNERS — SCIENTISTS — SURVEYORS 201 EAST 2ND STREET — GRAND ISLAND, NE 68802 — 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 13 4210+00 4° 4 ▪ m ° 4 a 4 ° 4 r 4 4a 4 as 4 4 4 v 4 4 4 4 e 4 —r °° 4 d 2 ' a n a 4 4 4 4 4 4 4 4 4 a d 4 4 e 4 4 a 4 a 4 4 4 4 O a 4 a .42ND °STREET ° m . 4 4 4 e °4 -----$---� —4 d XINDICATES A TREE MASS, TREE OR BUSH TO BE REMOVED H a 4 ° 4 a 4 4 4 ° 4 4 4 d 4° 4 o a 4 4 4a N 44 ° 44 a° a 4 4. e 4 a e 4 a m 4° 4 a 4 4 a a 4 64 4° a 4 4-- ° — 4 a 4 4a — n a 4 4 a a 4 4 4 a 42ND STREET CONSTRUCTION & REMOVALS STA. 4204+50 TO STA. 4210+50 J _J NJ F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON.DWG 0 0 N BUILD 8" CONCRETE PAVEMENT a STATION TO STATION SIDE SQ. YDS. 4211+00 - 4216+50 LT.&RT. 2885 BUILD 6" CONCRETE BIKE TRAIL 8 STATION TO STATION SIDE SQ. YDS. 4216+36 - 4216+50 RT. 44 BUILD 4" CONCRETE SIDEWALK STATION STATION TO STATION SIDE SQ. YDS. 4210+50 - 4212+26 RT. 87 4212+76 - 4215+88 RT. 172 BUILD CONCRETE HEADER STATION STATION TO STATION SIDE L.F. 4215+94 - 4216+30 50.0' LT. 36 *BUILD CURB RAMP STATION SIDE 4212+16 42.5' RT. 4212+86 42.5' RT. 4215+78 42.5' RT. 4216+48 41.0' RT. *FOR INFORMATION ONLY, SUBSIDIARY TO 4" CONCRETE WALK AND 6" CONCRETE BIKE TRAIL 4211+00 0 4212+00 BUILD STORM SEWER CURB INLET NO. SIZE NO. STATION SIDE RIM EL. F.L. EL. X Y 3 4214+47.0 20' LT. 1910.86 1906.36 4.5' 8' 4 4214+47.0 20' RT. 1910.86 1906.86 4.0' 8' BUILD REINFORCED CONCRETE SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 3 15" X 44.3' 1.13% CURB INLET 3 FL 1906.36 TO CURB INLET 4 FL 1906.86 4 18" X 100.0' 0.87% TAP FL 1905.49 TO CURB INLET 3 FL 1906.36 5 54" X 116.2' 0.60% FLARED END SECTION 2 FL 1902.30 TO MANHOLE 1 FL 1903.00 6 48" X 10.0' 0.60% MH 1 FL 1903.00 TO END FL 1903.06 BUILD STORM SEWER MANHOLE Q NO. STATION SIDE RIM EL. F.L. EL. 1 4215+47.0 62' RE 1912.39 1903.00 N&W 1905.00 S BUILD FLARED END SECTION A NO. STATION SIDE SIZE F.L. EL. 2 4215+47.0 54.2' LT. 54" 1902.30 4213+00 4214+00 a a n a n a a a ° °° 4 ° 4 4 ° a d a ° as d ° 4 a a a , ° �^ a a 4 4 a 4 9 . d ° an - s ° n a �_� a ,,-� -e_--__--N a , da4 d 2 _4_ - 4 n a° a a aa a d a 4 4 42NDa STREET a a° d • ° 4° ° ° d a ° e a° aS S a ' n S a 24"S 9' 4 a S a ° 4 a °° 4 n a S 4-0 naS S °I d , a n d ° a4 a a aa a a and + T° 4 o a e, ' a° a a 4 , a n4 4 a n, a a ,? a a • ° 4 a a ° d°° ° a 4 a ▪ n a 4 a ° a d ° 4aa a ° ,° a a 4° a n 4 na a 4 4 a° a4 4 o d° ° a ° d a s ° a a a ° a a a d ° a a da a na s a a 444 4 a a 4 ° 4 a 4 - _ - _-4. -a__a_° .......... _ -4 -_ _- _ _ _.n YL , - d- -°' °a d a ° d° ° o n • _ a_ _ Q 4 -a ---a_-- . - e o a °4 a a a a o d ° 4 a ° o a o 6 W W a 0' 20' 40' 4215+00 01 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND. NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 14 TAP (SUBSIDIARY) 54" FL. EL.=1902.49 18" FL. EL.=1905.49 a4 a dn. FIRE HYDRANT TO BE REMOVED AND RELOCATED BY HASTINGS UTILITIES a4 a a a 4 a 4 XINDICATES A TREE MASS, TREE OR BUSH TO BE REMOVED C PROPOSED WAL ENTRANCE ADJUST MANHOLE TO GRADE STATION SIDE RIM 4211+00 4.5' LT. 1910.31 4213+69 3.2' LT. 1911.06 4216+14 1.2' LT. 1912.66 a 4 H REMOVE CULVERT PIPE STATION TYPE L.F. 4215+46.5 30" ARCH C.M.P. 41 4 4 a a S n ad a 4 4, 4 , a 4 a 41 4 4 4 ° a a4 4a 44 24;'S , Sc a _ a/ a yl I i %1 4 a 4 4 a s n a s 4 a ° d e�- 4 a a a a . , 4 44 4 4 , SEE.' SHEET 15' OF 34' FORa -REINFORCED-CONCRETE -PIPE, CONSTRUCTION a „ La 4, S -�- a° a DO a 4 ° a 4 4 BUILD TEIVIPQRARY CAP (SUBSIDIARY) SEE SHEET 19 OE 34 FOR REINFORCED CONCRETE'PIPE - CONSTRUCTION- . 42ND STREET CONSTRUCTION & REMOVALS STA. 4210+50 TO STA. 4216+50 J J N F: \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON.D NG a 0 1- 0 N In BUILD 8" CONCRETE PAVEMENT STATION STATION TO STATION SIDE SQ. YDS. 4216+50 - 4219+05 LT.&RT. 1517 BUILD 6" CONCRETE BIKE TRAIL STATION STATION TO STATION SIDE SQ. YDS. 4216+50 - 4219+37 RT. 316 *BUILD CURB RAMP STATION SIDE 4219+17 41.0' RT. *FOR INFORMATION ONLY, SUBSIDIARY TO 4" CONCRETE WALK AND 6" CONCRETE BIKE TRAIL 4217+00 BUILD STORM SEWER CURB INLET NO. SIZE NO. STATION SIDE RIM EL. F.L. EL. X Y 5 4216+67.7 20' LT. 1914.19 1909.19 5.0' 8' 6 4216+83.2 20' RT. 1914.60 1910.60 4.0' 8' BUILD REINFORCED CONCRETE SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 7 18" X 120.7' 3.06% TAP FL 1905.49 TO CURB INLET 5 FL 1909.19 8 15" X 47.5' 2.96% CURB INLET 5 FL 1909.19 TO CURB INLET 6 FL 1910.60 4218+00 4219+0 0' 20' 40' 0\ OLSSON ASSOCIATES ENGINEERS — PLANNERS — SCIENTISTS — SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 15 42 §4221+0C 0 PAVING DISTRICT 2004-2 CONSTRUCTION • 5 y { j Don ion 42ND STREET` Q W :n 0 Z 0 Z CO n OSBORNE DRIVE W TRAFFIC LOOPS SHALL BE CONSTRUCTED AS PART OF PAVING DISTRICT 2004-2 AND SHALL BE COORDINATED WITH CONSTRUCTION C rn m c XINDICATES A TREE MASS, TREE OR BUSH TO BE REMOVED *REMOVE AND RELOCATE FIRE HYDRANT STATION SIDE FIN. GRADE 4216+50 24.9' RT. 1913.77 *TO BE COMPLETED BY HASTINGS UTILITIES C -1 rn (n D 42ND STREET CONSTRUCTION & REMOVALS STA. 4216+50 TO STA. 4220+00 \PROJECTS\20020897\GIHSTWLMRT\DWG\PL.ANS\WALMART-CON.DWG ZLL d c h 4215+00 BUILD 4" CRUSHED ROCK SURFACE COURSE STATION TO STATION SIDE TON 28+01 - 31+50 LT.&RT. 128 24"S S a✓ 0 0 + CO N i 29+00 30+00 0' 20' 40' 01 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND. NE 68802 - 308-384-8750 PROJECT NO. SHEET N0. OA# 2002-0897 16 T 1 II 1 III ) I is t #I i II i x / /I. / // // ! I/ /// / / 1 �� / / //I �i iv /I I • _ -.. I I PRIVATE DRIVE SHOULDER CONSTRUCTION SUBSIDIARY TO 4" CRUSHED ROCK SURFACE COURSE 4217+00 4218+00 i I I I 1 I I I I I I I I I I I I I i I I I REMOVAL OF EXISTING � 11 DRIVEWAY SUBSIDIARY • VI N NC S 0 -f- N S XINDICATES A TREE MASS, TREE OR BUSH TO BE REMOVED 42ND STREET PRIVATE DRIVE CONSTRUCTION & REMOVALS STA. 27+50 TO STA. 31+50 J J N \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON.DWG w J LL a r 0 N BUILD 8" CONCRETE PAVEMENT a STATION TO STATION SIDE SQ. YDS. 15+52 — 20+00 LT.&RT. 1740 BUILD 6" CONCRETE BIKE TRAIL a a STATION TO STATION SIDE SQ. YDS. 15+52 — 18+86 RT. 372 18+92 — 20+00 RT. 121 BUILD CONCRETE FLUME STATION STATION SIDE S.Y. 18+89 RE 53 1fi+00 F- J W UJO O Z O I— CC Z CL 0' 20' 40' OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 17 17+00 10"s S 18+00 s 70"S 19+00 S —S REMOVE AND SALVAGE 1 BARRICADES TO CITY cl,° • a (SUBSIDIARY) U1�° a S Li LLJ (> (/)z O < O I— Z LLJ s 20+00 S — S S S 310 W W WATER MAIN SHALL BE LOWERED IN PLACE BY HASTINGS UTILITIES 31n 31n O FL EL.=1916.33 !{®� ° ° a 4 aa FIRE HYDRANT AND VALVES TO BE REMOVED BY HASTINGS UTILITIES t ° 4 Cl ADJUST MANHOLE TO GRADE STATION SIDE RIM 18+35 27.1' LT. 1917.57 REMOVE CONCRETE HEADER %/ STATION SIDE L.F. 15+52 LT.&RT. 36 31n XINDICATES A TREE MASS, TREE OR BUSH TO BE REMOVED O a 4 as 31n 31n —31n 310 31n — FL. EL.=1921.99* *FIELD VERIFY I C FL. EL.=1916.85 31n EXISTING 15" R.C.P. 310 —310 310 — OSBORNE DRIVE WEST CONSTRUCTION & REMOVALS STA. 15+00 TO STA. 20+00 J J NJ FILE: F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON.DWG 2/17/04 3:10 BUILD 8" CONCRETE PAVEMENT NO. STATION TO STATION SIDE SQ. YDS. 20+00 - 25+00 LT.&RT. 1986 BUILD 6" CONCRETE BIKE TRAIL NO. STATION TO STATION SIDE SQ. YDS. 20+00 - 25+00 RT. 572 BUILD STORM SEWER CURB INLET NO. SIZE NO. STATION SIDE RIM EL. F.L. EL. X Y 7 23+66.0 18' LT. 1912.63 1908.38 4.25' 8' 8 23+66.0 18' RT. 1912.63 1908.63 4.0' 8' BUILD REINFORCED CONCRETE SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 9 15" X 40.3' 0.62% CURB INLET 7 FL 1908.38 TO CURB INLET 8 FL 1908.63 10 18" X 266.2' 0.65% CURB INLET 9 FL 1906.64 TO CURB INLET 7 FL 1908.38 l 0' 20' 40' OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OAP 2002-0897 18 7 31n 3.Ln —. 31n — O —310 —31n XINDICATES A TREE MASS, TREE OR BUSH TO BE REMOVED ADJUST MANHOLE TO GRADE STATION SIDE RIM 22+50 15.8' RT. 1912.59 -31n 31n O 31n O O C? 31n C� C.� —31n C� C� 31n OSBORNE DRIVE WEST CONSTRUCTION & REMOVALS STA. 20+00 TO STA, 25+00 F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON.DWG ZLL 0 H ,r 0 N BUILD 8" CONCRETE PAVEMENT NO. STATION TO STATION SIDE SQ. YDS. 25+00 - 26+80 LT.&RT. 706 BUILD 6" CONCRETE BIKE TRAIL NO. STATION TO STATION SIDE SQ. YDS. 25+00 - 26+80 RT. 186 0 -23 \ `LSkoo SSE SHEET 18 OF -34 FOR ,REINFORCED CONCRETE PIPE CONSTRUCTION , BUILD STORM SEWER CURB INLET NO. SIZE NO. STATION SIDE RIM EL. F.L. EL. X Y 9 26+25.0 18' LT. 1911.64 1906.64 5.0' 8' 10 26+25.0 18' RT. 1911.64 1907.14 4.5' 8' BUILD REINFORCED CONCRETE SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 11 24" X 77.1' 2.13% MH 1 FL 1905.00 TO CURB INLET 9 FL 1906.64 12 18" X 40.9' 1.22% CURB INLET 9 FL 1906.64 TO CURB INLET 10 FL 1907.14 13 18" X 21.0' 0.60% CURB INLET 10 FL 1907.14 TO END FL 1907.27 26+00 0' 20' 40' SEE SHEET 140 34 FOR STORM SEWER CON TRUCTI ON IC 28+00 01 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 207 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 19 0 XINDICATES A TREE MASS, TREE OR BUSH TO BE REMOVED ADJUST MANHOLE TO GRADE STATION SIDE RIM 25+15 17.9' LT. 1911.53 0 0 N v + 0 O N co + O O OSBORNE DRIVE WEST CONSTRUCTION & REMOVALS STA. 25+00 TO STA. 27+50 F: \PROJECTS\20020897\GIHSTVil(._MRT\DWG\PLANS\WALMART-GEO_GRD.DWG 10 4204+75.00 - 13.0' LT. A=01'25'56" LT. Q2 4204.75.00 - 13.0' RT. A=01'25'56" RT. io N I® 4205+00 4206+00 40:1 TRANSITION 1 40:1 TRANSITION 4207+00 q o> o\ * °-> 26,1 2s I 26 I I s I I 66-roCE)-J---I—,�- 0' 4208+00 M 10 R.>� I Ion I S I ' I 9 1 I 9 I 0' 10' 10 -NI 1• 1 1 AP I ,71 10A - 9.3' I 10' 112.5' -Ni 12.5' �I 12.5' I 1 12.5' �I 12' I 12' I 12' 1112.5' I -1 -I- -1 I- -k -I I I- -k 4 I I o I 6y I ya I I ao I I Co I 5'I ti L�1 I Io I I �• I AtI I A- I 0 20' Yo) MI -9 '-I ---1 1-1 1a 1 106 1I 10�• 12.5' 112.5' 112.5' 7,1 I 4 1 I 0b 10' I X10,\. 40' 0\ OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND. NE 68802 308 364-8750 PROJECT NO. SHEET NO. OA# 2002-0897 20 4209+00 42ND STREET" �X �C 6�i X 006 4210+00 NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL.=1900.00 PROPOSED WALMART ENTRANCE N I') } K 42ND STREET GEOMETRICS, JOINTS & GRADES STA. 4204+50 TO STA. 4211+00 \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-GEO_.GRD.DWG 4210+00 4211+00 4212+00 4213+00 0' 20' 40' OA OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OAS 2002-0897 21 4214+00 4215+00 tx 0 X 00 (10 �O Oma' Oma' O- X h 6 MI •.2,911 'd 1 ''% I '� I 1:71 n1 r I � i' I I f I I 1. —1 cb a * i....1 12.5' 112.5' 112.5' 112.5 I 12' I 12' I 14' I 12.5' I 12.5' 1 12.5' 112.5' -NI 1---a---4---I----I----I•---1----I----I---I----I---1 I eo I O''I 1 �A�, I 15 I NI I o 10 Oo `LO Oo 'O ':21,\o- I I I NI\' I I �.9( I "' I I �\' I j ��� goo sr N N CO 42ND STREET o°' �1. ti0 N1. O' Abp 16 X �6 y0 gh O' O' O' O' PROPOSED WALMART ENTRANCE t NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL.=1900.00 42ND STREET GEOMETRICS, JOINTS & GRADES STA. 4211+00 TO STA. 4215+00 3:10 P.M. FILE: F: \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-GEO_GRD.DWG ZLL 4215+00 0 0. Oh *N 0. CO �g COG) 0' m m a 0 0 30.0' RADIUS R.P. STA. 4215+63.67 - P.T. STA. 4215+63.67 - P.C. STA. 4215+93.67 - 30.0' RADIUS R.P. STA. 4216+59.67 - P.C. STA. 4216+29.67 - P.T. STA. 4216+59.67 - 50.0' LT. 20.0' LT. 50.0' LT. 50.0' LT. 50.0' LT. 20.0' LT. STA. 4216+11.67 42ND STREET = STA. 27+50.05 OSBORNE DRIVE WEST c. 50.0' RADIUS R.P. STA. 4215+43.67 - P.T. STA. 4215+43.67 - P.C. STA. 4215+93.67 - 50.0' RADIUS R.P. STA. 4216+79.67 - P.C. STA. 4216+29.67 - P.T. STA. 4216+79.67 - 0 0 r-----+- 1 CO N 4216+00 70.0' RT. 20.0' RT. 70.0' RT. 70.0' RT. 70.0' RT. 20.0' RT. 50.0' RADIUS R.P. STA. 4216+91.21 - 70.0' RT. P.C. STA. 4216+91.21 - 20.0' RT. P.C.C. STA. 4217+10.81 - 24.0' RT. P.I. STA. 4217+29.59 - 32.0' RT. A =23'04'26" R=100.00' T=20.41' P.C.C. STA. 4217+10.81 - 24.0' RT. P.T. STA. 4217+50.00 - 32.0' RT. ® 4217+25.00 - 20.0' LT. A =03'48'51" LT. \,PC = 28+12.55 / 33' \ / BACK TO BACK 77 I o b 11.bT-1--- 2.8 I b I i0I 'OOI ''10 I -.6,54i7 N2 1 26 r I I II 6 I- a0 h'7 -I----1-�'- �D{----03I-r 06 I11- I 'o I1N- kg/ O3 N 1ti- 14D• --X- -1-1 19-- , t * , I , X N I 10 1 10 h� 10 1 10' 10' 18 10 . >E-- 10' 8' I 10' I ---1---r--1 -- -I- -1 N r L I I I I 11190 1 n I �\. IN �Ix kat. 11 V 6 11 10 k"� in I • I /4 1". 4217+00 42ND STREET 4218+00 10' 10' 10' t t - 0 N to e 0 + N- N N 1196 12.23 h � in r/ 1 6o,17, 11 1 L_ ,' 1 36' BACK TO BACK OSBORNE DRIVE WEST A I/. I/6 I �� 6O I 4)1 `>'O I I OO I 1 •-O �I I • I I -„, I ---1- -+--- �,\e-I----1-6x0 t -f ^so N°' I iN 1• 1• I I 1 • 10� 1 1.5' 111' 11' I 1 1.8' jI 12.5' 112.5'..1 12' 12' 12' -r -f T T -1- I 4-3h 16ti I I �9 I ' I Oti I I Al' 1p,. 1 �� I 1 <" 1 1 16- I X• 41 , 11tr I I A% I I �6 // O 10' ® L 1 i 5 I I 'c, I Ct .'5OI I -OSI -04 I 1 I �A • I I 16' I 12' *12' X12 >12' 1 12 o 0' 20' 4219+00 /9s• 1460 I I L.X I I /9 I I g air-- j---6*--ro- 12' 12' 12� 12' 11 1 40' 0\ OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 22 / / ® / aq•I I OOI A I I 10' I --r--1-X------ 16 1 I� I 4. I 1 At?) I T rt 0 / N .\3). I >- -X- ) ro .°,°I �S/ 0 NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL.=1900.00 4220 00 I 42ND STREET GEOMETRICS, JOINTS & GRADES STA. 4215+00 TO STA. 4220+00 \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-GEO_GRD.DWG 2 0 0 N 10 50.0' RADIUS R.P. STA. 28+12.55 - 50.0' RT. P.C. STA. 28+12.55 - P.T. STA. 28+91.09 - O 50.0' RADIUS R.P. STA. 30+58.90 - 50.0' LT. P.C. STA. 30+58.90 - P.T. STA. 31+33.55 - NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL.=1900.00 4215+00 0 0 + CO N i 7.7 / 7 i z ' / / / /7 / / / 4216+00 I / 1 / \\PC = 28+12.55 / \ / \ 29+00 30+00 PT = 28+91.09 - -4 ---f'- I 1- N PRIVATE DRIVE 0' 20' 40' rO--PT = 4217+00 4218+00 I I I I I I 1 I I I I L I I I I I I I I I I I I I I I I I I I 8 I - I I I 421401 EFT- I I I F I -f-I- I -h--1I I I -tt - - t 1 -F I- j- j -j -r T -I I I I I L I I I I I i i I I I I I I I ? I I I i I I I I I I - -- r --r- 1------{ --I-- I --L-� -- I --- ---►---I--- ---I ---I r fi -r i I I / 3i+33.55 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 23 f; / L I 4219+00 r 1- -F - - -I --I r I U.S. HIGHWAY #281 PRIVATE DRIVE GEOMETRICS, JOINTS & GRADES STA. 27+50 TO STA. 31+50 FILE: F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-GEO_GRD.DWG ZLL 0k 1• 16+00 (N O I p 0k I _ - t _ i 1 O o ti �p ok`t, o I _ I_ �S + tii 2' I 10' 10' I I �sr o1�Lp� I oo �61 - 'j-- -- -► — _I I17�I I 10' I I i1'' :19. Ayo'II�p1 1 – 'h. — -1, .. - � -s6 %ix I i o I 11 i1' N°�'I is o 01 I – I – -1,-1- - - I- _ Ii I 11 I 12' I 12' 9 10. ti I I -I-t _ I I 1 12' I l i �" = �s.�ltiob jo�y°r -1. _ –1- -!–�e–i---I i _� I I i I 11'11 0l �S I &COhph F- J ow Li 0 � Z O < w O F– CC ww 17+00 18+00 t° OSBORNE DRIVE WEST O A- �A • 6 X60 0' 19+00 16 O N • 0, z0 + col 0. ham' I– J ow w o O z Q CL O I– crz 0-w 20' 40' Ok OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND. NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 24 20+00 �p`L k In • :111\c310- �jI _I -- Ikk16. 110' 11ppj 12, 916.08 110"S1101; CURBt12'916.33 .363fio,?–t---t–c(�� I :I —11— \ b(It i0' 10' JIp 10' i 0'Ntc IwI— 10' 10' ---- –mss \°I I ter ti 1h 43 .('N• T.S. EL=1916.08 OF 3" 76, EL.=1 % NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL. =1900.00 �k0 7 111- 21 +00 AO Co k0 4, 4)- OSBORNE OSBORNE DRIVE WEST GEOMETRICS, JOINTS & GRADES STA. 15+00 TO STA. 21+00 \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-GEO_GRD.DWG ZL' 0 0 0 N 21+00 1O P.I. STA. 22+22.35 — 22.5' RT. A =50'36'48" R=211.49' T=100.00' P.C. STA. 21+28.94 — P.T. STA. 23+15.76 — CL ® P.I. STA. 25+08.24 — 19.9' LT. A =45'00'00" R=241.42' T=100.00' P.C. STA. 24+13.44 — P.T. STA. 26+03.05 — CL 75 1 OSBORNE DRIVE WEST ----etc, 4'4 k • 7 AT 25 h 12.19 7s� /O `b15X / 090 12.55 ÷t s, 0 e9 72.1y. �- IC 725/ 12.65 �/ 72.65 / 7 7 12.29 2:14-°°2R9 2,s 72.29 / 7269 / 72 /, 725 9 / 9/ be s / / 7/ ^`Lfrfr�� 795 / / 72 / x'9 / / .>77// -s9 \ 00 �x ' 12.0 12.29 12.29 1j•9 17.9 11.8 e 7 0 Cne Zi 25X00 ��� 7 0 7 / 0' 20' 40' 01 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 25 L .43 + 77 o 29 3g 77 • 7 1C) N' 77 •7 CO 77 .ss — X 1 77 77 I 7 O� cbc' 1�. 0°' 4). 90 ti. c S 2 3 •v NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL.=1900.00 L --4---1—— OSBORNE DRIVE WEST GEOMETRICS, JOINTS & GRADES STA. 21+00 TO STA. 27+50 C� D \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CO 2/04/04 4:00 P.M. F OLTP 4206+00 LEGEND LIGHTING UNIT (NEW TO BE INSTALLED) LIGHTING UNIT RELOCATED UNDER PAVING PROJECT 2004-2 COMBINATION POLE TRAFFIC SIGNAL CONTROLLER PULL BOX LIGHTING CONTROL CENTER EXISTING POWER POLE EXISTING LIGHTING UNIT 1 �t- UGE G UTE W SAN CONDUIT IN TRENCH CONDUIT AND CONDUCTORS IN TRENCH INSTALLED UNDER PAVING PROJECT 2004-2 CONDUIT UNDER ROADWAY CONDUIT JACKED EXISTING UNDERGROUND ELECTRICAL EXISTING GAS LINE EXISTING UNDERGROUND TELEPHONE EXISTING WATER LINE EXISTING SANITARY SEWER LINE 4207+00 SCALE: 1"=20' 0 10 20 40 SCALE IN FEET 4208+00 4209+00 4210+00 CAOLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 PROJECT NO. SHEET NO. OA# 2002-0897 2 4211+00 I— EET S 2—#8 CU, 1—#8 CU GRD. IN 1 1/2" C. S S POLE 2 262 FT. d) FHT POLE 4 2—#10 CU, 1—#10 CU GRD. IN 1 1/2" C. 1 1 42ND STREET ROADWAY LIGHTING STA. 4206+00 TO STA. 4211+00 S\WALMART-CON.DWG ZLL STWLMRT\DWG\PLA \20020897\GI 0 W 0 0_ 2/04/04 4:00 P.M 1 SCALE: 1"=20' 0 10 20 40 SCALE IN FEET 4211+00 4212+00 N. N. 4213+00 4214+00 POLE 5 a 288 FT. dE7 N N 4215+00 r 0\ OLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 PROJECT NO. SHEET NO. OA# 2002-0897 2 ?' Co POLE 7 PB 116 FT. N v O W 2-#8 CU, 1-#8 CU GRD. IN 1 1/2" C. F— 80 2-# 1- IU) il W 0 CU, 0 CU GRD. 1/2" C OLE 8 4217+00 5 FT. II A fat- rs/ 4 PB1 Arr / PAD MOUNTED TRANSFORMER BY OTHERS (HASTINGS UTILITY) STREET L TING-CONTROL—CENTER.,____ COORDIN UTILITY. Rr Ot0+9Z = ld 1 I� ROADWAY LIGHTING LOCATION WITH LOCAL 42ND STREET STA. 4211+00 TO STA. 4217+00 \20020897\GIHSTWLMR CAOLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 10 20 40 SCALE IN FEET 4217+00 4218+00 4219+0 ROW 0 4221+00 N N TP POLE 9 O FHT PROJECT NO. SHEET NO oA# 2002-0897 ROW a PRP 28 INSTALL RHSTOELECTRIC CELL FOR OPETION OF RELAY IN LIGHTING) CONTROL CENTER 2-#8 CU, I 1-#8 CU GRD. IN 1 1/2" C. POL 2-#10 Cu, 1-#10 CU GRD. IN 1 1/2" C. NOT : SEE PAVING PROJECT 2004-2 FOR TRAFFIC SIGNAL PLANS. 0 t, D 2-#8 CU, 1-#8 CU GRD. IN 1 1/2" C. PAD MOUNTED TRANSFORMER BY OTHERS (HASTINGS UTILITY) POLE 10 STREET LIGHTING CONTROL CENTER. COORDINATE LOCATION WITH LOCAL UTILITY. CONTRACTOR TO ROUTE CONDUIT ND CONDUCTORS TO TRAFFIC SIGNAL PULLBOX AND KE_N€CESSARY ELEGTRICACCONNECTIONS CD C ID 'I l- O i U� 42ND STREET ROADWAY LIGHTING ROW O ROW W W — S STA. 4217+00 TO STA. 4222+00 J -J N RT\DWG\PLANS\WALMART-CON.DWG \PROJECTS\20020897\GIHSTWL 0 0 0 0 0 N CKOLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 PROJECT NO. SHEET NO. GALE: 1"= 20' 0 10 20 40 SCALE IN FEET OA# 2002-0897 a a 29 77 V V USE CAUTION WHEN TRENCHING NEAR STORM SEWER LOCATIONS V Z 1 2—#10 CU, 1—#10 CU GRD. IN 1 1/2" C. PO - t 2—#10 CU, 1—#10 CU GRD. IN 1 1/2" C. IS USE CA TION WHEN TRENCHING NEAR S ORM SEWER LOCATIONS. 27+50 7+00 POLE 11 2+00 USE CAUTION WHEN TRENCHING NEAR SifORM SEWER LOCATIONS. o o + / 0 3 CAUTION WHEN TRENCHING R STORM SEWER LOCATIONS. 22.00 CO OF ENNETH FAIRCHILD E-4517 ST 9 s OSBORNE DRIVE WEST ROADWAY LIGHTING STA. 27+50 TO STA. 22+00 m I J -J N C') Q Z 0 U Q J Q Z Q -J O H 2 J H- Co 0) oo C 0 co 0 N Co H- 0 W 0 o - L w J L 0 O O 0 N "" ASSOCIATES LCSO PROJECT NO. SHEET NO. )kOLSSON st. Gro ENa d, NER 68802 0A/J 2002-0897 3 0 201 nd a SCALE: 1 "=20' I- 0 10 20 40 ___- - — SCALE IN FEET • n --- 1 I I I 4 _ __ _ I __ 7/ 1 UTE UTE UTE UTE UTE UTE iUTE UTE UTE UTE UTE UTE UTE UTE UTE UTE UTE a 00+9Z L 00+53 I. 00+17Z L OO+cZ L Ott .0 1 OO+LZL E 16 — - - - - P86+ • a 128 FT. 1I■ 150 FT. / P88 SOLE 14 _ ®7l � OS$S RNE DRRE ESTI ii I I ,- 7,--U I I I f I i / 2-#10 CU, _ _ GRP. 69 �' 155 Fi. IN #10 CU / S S " / S S S S S /8 FT. S S S S S 1/2" i i / PB7 n nct —POLE • P � / / / t / V / / / / / / / / / / O 0 X SI / oa 2 6 c o22Xo0 iN I II I 1 I II I II II II POLE 15 l, 1 / 0 21+00 20+00 19+00 18+00 II CO {'' I I I I I I I 1 / 2-#10 Cu,\ I 1-#10 CU GI(01 I I IN 1 1/2" C. I 1 I 1 I 1 1 POL 13 / II I I US CAUTION WHEN TRENCHING / I N r R STORM SEWER LOCATIONS. / 1 ■ I I // 11 AST 1 w I I 1 / 1 * / o % 1 1 A9■r ENN H FAIRCHILD E-4517 d> •:• 4..t 4) m a I J 4i3ly'- 0 1 I 1 1 i I i OSBORNE DRIVE WEST III ROADWAY LIGHTING 1 , I STA. 24+00 TO STA. 18+00 1 -CON.DWG Z :\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMAR 2/04/04 4:00 P.M. F SCALE: 1"=20' 0 10 20 40 SCALE IN FEET Kd) UTE UTE 2-#10 CU, 1 -#+0 -CU -GRD IN 1 1/2" C. UTE UTE UTE UTE 150 FT. 00+031 OCA -61.1 U UTE POLE 18 UTE UTE 00+211 UTE UTE M M 00±L.11. UTE Ok. OLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 PROJECT NO. SHEET NO. OA# 2002-0897 31 UTE UTE M M„OL UTE UTE UTE 0� 1 - - a 00c 1 M M 1 18+00 1 1 1 1 S 2-#10 CU, 1-#10 CU GRD. IN 1 1/2” C. I SB POLE 17 17+00 S S SOL 16+00 1 t *At \ I 1 1 1 1 1 S S� 14+00 13+00 OSBORNE DRIVE WEST ROADWAY LIGHTING 1 STA. 18+00 TO STA. 13+00 J J 2/04/04 4:00 P.M. FILE: F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON.DWG LAMP SCHEDULE UNIT NO. WATTS TYPE INITIAL. LUMENS RATED UFE HRS. REMARKS 1-10 250 HPS 27,500 24,000 ± ±10% 1.4 313 55-30% 90+ 4209+90.23, LT. SL -HT -35-12-0.25 11-18 150 HPS 16,000 24,000 ± 6 FT. 11-18 MAG.REG. 240 ± 10% 0.8 192 • BALLAST RATINGS NO. TYPE UNE VOLTS UE VOLTS VARIATION UNE -OPER. AMPS UNE WATTS ALLOWABLE DIP .. PFUNIT X 1-10 MAG.REG. 240 ±10% 1.4 313 55-30% 90+ 4209+90.23, LT. SL -HT -35-12-0.25 6 FT. 4 4211+21.38, RT. SL3T-35-12-0.25 6 FT. 11-18 MAG.REG. 240 ± 10% 0.8 192 55-30% 90+ SL ST -35-12-0.25 6 FT. 7 4215+40.40, LT. St:ST-35-12-0.25 8 FT. LIGHTING UNIT SCHEDULE UNIT NO. STATION TYPE "W" REMARKS 1 4207+28.95, LT. SL•8T35-12-0.25 6 FT. 10.0" TO 12.0" 2 4208+59.36, RE SL -3T35-12-0.25 6 FT. 3 4209+90.23, LT. SL -HT -35-12-0.25 6 FT. 4 4211+21.38, RT. SL3T-35-12-0.25 6 FT. 5 4212+53.01, LT. SL-BT<35-12-0.25 6 FT. 6 4213+96.18, RT. SL ST -35-12-0.25 6 FT. 7 4215+40.40, LT. St:ST-35-12-0.25 8 FT. 8 4216+61.96, RT. SL -$T-35-12-0.25 6 FT. 9 4217+81.98, LT. SL -Bt -35-12-0.25 6 FT. 10 4218+52.43, RT. SLWT-35-12-0.25 16.5 FT. 11 26+62.63, LT. SL -81'•35-12-0.15 5 FT. 12 25+9.61, RT. SL•ST-35-12-0.15 5 FT. 13 23+57.01, LT. SLST-35-12-0.15 5 FT. 14 22+7.99, RT. SL•ST35-12-0.15 5 FT. 15 20+61.07, LT. SL-BT..h35-12-0.15 5 FT. 16 19+9.72, RT. SL -GT -35-12-0.15 5 FT. 17 17+59.34, LT. SL-BT35-12-0.15 5 FT. 18 16+9.07, RT. SI:BT •35-12-0.15 5 FT. SCHEDULE OF WIRING MATERIALS THE ELECTRICAL MECHANICAL AND PHYSICAL PROPERTIES OF THE CONDUCTORS LISTED IN THE FOLLOWING SCHEDULE ESTABLISH THE MINIMUM ACCEPTABLE REQUIREMENTS FOR EACH OF THE USTED APPLICATIONS. CONDUCTIOS WHICH HAVE PROPERTIES THAT EXCEED THESE MINIMUM REQUIREMENTS MAY BE FURNISHED AT THE CONTRACTORS OPTION, WITH THE ENGINEERS' APPROVAL. NO ADJUSTMENT IN THE CONTRACT PRICE WILL BE ALLOWED. UNLESS INDICATED OTHERWISE ALL CONDUCTORS SHALL BE SINGLE CONDUCTOR, STRANDED COPPER U.L LISTED, 600 VOLT WITH TYPE OF INSULATION AND SIZE OF CONDUCTOR AS USTED BELOW. ONE PHASE CONDUCTOR MUST, AT THE TIME OF INSTALLATION, BE PERMANENTLY IDENTIFIED AS THE LINE 2 (RED) CONDUCTOR AT EACH END AND AT EVERY POINT WHERE THE CONDUCTOR IS ACCESSIBLE. IDENTIFICATION WILL BE ACCOMPUSHED BY (A) COLORING THE EXPOSED INSULATION RED (B) MARKING THE EXPOSED INSULATION WITH RED TAPE. SERVICE ENTRANCE: TO BE DETERMINED PER NEC EQUIPMENT GROUND- TO BE DETERMINED PER NEC POLE: NO. 12 AWG, THW OR THWN. BRANCH CIRCUIT FEEDER, USE OR XHHW (IN CONDUIT) INCLUDING NEUTRALS; USE OR UF (DIRECT BURIED). COLOR CODES; "NEUTRAL" -WHITE OR GREY; "INSULATED EQUIPMENT GROUND" -GREEN. "LINE 1 "-BLACK "UNE 2" -RED i 5'-6" (TRUSS TYPE) 3'-6" (SINGLE MEMBER) 27" 7 GA. STEEL PLATE GUSSET (SEE LIGHTING SCHEDULE) TRUSS TYPE (OVER 8' LENGTH) SINGLE MEMBER (8' LENGTH OR LESS) HANDHOLE TYPE OF BASE (SEE LIGHTING SCHEDULE) CODE FOR LIGHTING UNIT MOUNTING HEIGHT STREET UGHTING UNIT EXAMPLE: SL -A-40-6&12 -0.25 A -ANCHOR BASE BC -BREAKAWAY COUPLING BASE (MEETING 1985 AASHTO CRITERIA) BT -BREAKAWAY TRANSFORMER BASE (MEETING 1985 AASHTO CRITERIA) S -MOUNTED ON STRUCTURE MAST ARM LENGTH 1 -FIGURE FOR SINGLE MAST ARM 2 -FIGURES; DOUBLE MAST ARM LUMINAIRE SIZE IN KW POLE DATA MOUNTING HEIGHT (SEE LIGHTING SCHEDULE) MATERIAL: STEEL OR ALUMINUM SECTION: TAPERED, ROUND OR POLYGONAL FINISH: GALVANIZED (STEEL) OR BRUSHED (ALUMINUM) POLE BASE DIAMETER: 9" BOLT CIRCLE DIAMETER: 13 1/2 " TAPER: 0.14" PER FT. HANDHOLE: REINFORCED HANDHOLE WITH COVER, APPROX. 6"x 4", 90' CLOCKWISE FROM MAST ARM IDENTIFICATION NO.: REQUIRED GROUNDING LUG: 1/2 "x 13UNC NUT WELDED TO INSIDE SURFACE OF POLE OPPOSITE HANDHOLE. WIRING SUPPORT HOOK: REQUIRED Pt OP 1" MAX. PROJECTION GROUND UNE SEE FOUNDATION DETAILS EDGE OF TRAVELED T -BASE BOLT CIRCLE DESCRIPTION MOUNTING HEIGHT 25' & 30' 35' THRU 45' 50' TOP BOLT CIRCLE 10.0" TO 12.0" 10.5" TO 13.5" 13" TO 15.13" BOTTOM BOLT CIRCLE 10.0" TO 12.0" 13" TO 15" 15" TO 17.25" CA OLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 PROJECT NO. OA# 2002-0897 SHEET NO. 32 GENERAL NOTES: 1. A 72 HOUR BURN IS NOT REQUIRED ON INSTALLATIONS USING HPS LUMINAIRES. 2. FOR PULL BOX DETAILS, SEE PULL BOX SPECIAL PLAN, UNLESS INDICATED OTHERWISE, ALL PULL BOXES WITH METAL FRAME AND LID SHALL BE GROUNDED. 3. ALL CONNECTIONS IN PULL BOXES WILL BE MADE USING SUBMERSIBLE SECONDARY CONNECTORS MEETING ANSI C119.1. 4. ELECTRICAL CONNECTIONS IN POLE OR TRANSFORMER BASE SHALL BE MADE USING U.L. APPROVED, ABOVE GROUND, MULTI -CABLE, ALLEN HEAD SET SCREW, CONNECTOR BLOCKS WITH PREFORMED INSULATING COVERS. COMPRESSION TAPS AND TAPING WILL NOT BE ALLOWED. THE CONNECTOR BLOCK MUST CONTAIN THE CORRECT NUMBER OF CABLE ENTRANCES TO ALLOW ONE CONDUCTOR PER WIRE HOLE AND MUST BE RATED FOR THE SIZE(S) AND TYPE(S) OF CABLE BEING USED. ANTIOXIDANT COMPOUND SHALL BE USED AND PROPER PROCEDURES FOLLOWED. THE ELECTRICAL CONNECTION, WHEN COMPLETE, SHALL BE . FULLY INSULATED TO PREVENT ACCIDENTAL CONTACT WITH UVE COMPONENTS. ALL OPENINGS SHALL BE CLOSED BY TAPING OR OTHER METHODS APPROVED BY THE ENGINEER. 5. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED: (A) TO ALL POLES OR TRANSFORMER BREAKAWAY BASES. (B) AT ALL CONTROL CENTER SERVICE LOCATIONS. (C) TO ALL METALLIC NONCURRENT CARRYING COMPONENTS. (D) TO ALL GROUND RODS. 6. IN PULL BOXES, POLE BASES, JUNCTION BOXES AND CONTROL CABINETS, THE DIRECTION OF EACH CABLE RUN SHALL BE INDICATED BY ATTACHING A PERMANENT TAG OF RIGID PLASTIC OR NON-FERROUS METAL TO THE CONDUIT. TAGS SHALL BE EMBOSSED, STAMPED OR ENGRAVED WITH LETTERS 3/16" OR GREATER IN HEIGHT AND SECURED TO THE CONDUIT WITH NYLON OR PLASTIC TIES. IN INSTANCES WHERE THE CONDUIT OR CONDUIT ENTRANCES ARE NOT VISIBLE OR ACCESSIBLE, AS IN ANCHOR BASE INSTALLATIONS, A DIRECTION TAG SHALL BE ATTACHED TO EACH CABLE. 7. CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405 OF THE "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", ENGLISH EDITION. 8. ALL METALLIC AND NONMETALLIC CONDUIT SHALL BEAR THE U.L. LABEL. 9. UNLESS INDICATED OTHERWISE IN THE PLANS: (A) ALL CONDUIT SHALL BE 1 1/2 ". (B) CONDUIT PLACED IN TRENCH OR UNDER THE ROADWAY SHALL BE NONMETALLIC AND OF THE FOLLOWING TYPES AS DEFINED IN THE SPECIFICATIONS: PVC, FRE, OR CID. (C) NONMETALLIC CONDUIT SURFACED MOUNTED ON STRUCTURES OR USED AS RISERS SHALL BE SCHEDULE 80 PVC. (D) METALUC CONDUIT WHEN USED SHALL BE TYPE GRS OR IMC. (E) GALVANIZED INTERMEDIATE METAL CONDUIT (IMC) MAY BE USED IN UEU OF GALVANIZED RIGID STEEL CONDUIT (GRS). (F) CONDUIT PLACED IN GROUND SHALL HAVE A MINIMUM EARTH COVER OF 30" UNLESS INDICATED OTHERWISE. 10. CONDUIT UNDER ROADWAY SHALL BE MEASURED FOR PAYMENT AS EXTENDING 1 FT. BEYOND THE EDGE OF THE ROADWAY SURFACE (INCLUDING SURFACED SHOULDERS). 11. JACKED CONDUIT MAY BE EITHER METALLIC OR NONMETALLIC. 12. TRENCHING SHALL BE KEPT A MINIMUM OF 5 FT. FROM THE TRUNK OF EXISTING TREES. JACKING MAY BE REQUIRED UNDER THE CENTER OF LARGE TREES IN LIMITED SPACE. 13. ROUTING OF CONDUIT AND CABLE MAY BE ALTERED BY THE PROJECT ENGINEER, IF NECESSARY, TO SUIT FIELD CONDITIONS. 14. INSTALL SPARE BENDS AS SHOWN ON PLANS. SPARE BENDS MUST BE SECURELY CAPPED OR PLUGGED AT BOTH ENDS WITH FITTINGS OF THE CORRECT SIZE AND TYPE FOR THE CONDUIT BEING USED. 15. CONDUIT DRAINS ARE NOT REQUIRED. 16. LIGHTING CONDUIT AND TRAFFIC SIGNAL CONDUIT MAY BE LAID IN THE SAME TRENCH. 17. LUMINAIRES SHALL BE LEVELED AFTER POLE HAS BEEN INSTALLED ON FOUNDATION. LUMINAIRE MOUNTING BOLTS SHALL BE TORQUED TO MANUFACTURERS SPECIFICATIONS. 18. STREET LIGHTING SYSTEM MUST MEET PROJECT ENGINEERS ANAL INSPECTION. ROADWAY UGHTING SYSTEMS ARE NOT SUBJECT TO STATE OR LOCAL ELECTRICAL INSPECTION. ELECTRICAL WORK PERFORMED ON REST AREAS OR WEIGH STATIONS WILL REQUIRE AN ELECTRICAL PERMIT AND WILL BE SUBJECT TO A FINAL INSPECTION. 19. CONTACT UTILITY THREE WORKING DAYS PRIOR TO REQUIRING SERVICE CONNECTION. 20. GROUNDING CONNECTIONS IN PULL BOXES AND JUNCTION BOXES SHALL BE MADE USING MECHANICAL CONNECTORS SPECIFICALLY DESIGNED FOR THE PURPOSE. 21. UNLESS INDICATED OTHERWISE IN THE PLANS: (A) CONVENTIONAL LIGHTING UNITS MAYBE INSTALLED USING EITHER CONCRETE OR POWER DRIVEN FOUNDATIONS. (B) ALL FOUNDATIONS USED ON A PROJECT SHALL BE OF ONE TYPE. 42ND STREET ROADWAY LIGHTING DETAILS • .i J J N F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON.DWG 2/04/04 4:00 P.M. A A A 4"MIN. 12" MIN. COARSE AGGREGATE nOrerog )Q O - \ •o° • o �0 on ••o oma. ao o(° o SECTION A -A 2"MIN. •o 7o •IO APPROXIMATE DIMENSIONS TYPE A B C PB -5 13" 24" 18" PB -6 17" 30" 18" PULL BOX, TYPE PB -5 30" NOTES 1. ACCESS DUCTS, BENDS AND/OR SWEEPS, ARE SUBSIDIARY TO THE ITEM "PULL BOX, TYPE PB -5". 2. COARSE AGGREGATE FOR FILL MATERIAL SHALL BE GRAVEL COMPOSED OF CLEAN, HARD, DURABLE AND UNCOATED PARTICTLES. 3. PROLONGED EXPOSURE OF THE PULL BOX AND COVER TO SUNLIGHT, COMMON ICE MELTING CHEMICALS, OR FERTILIZERS SHALL NOT CAUSE SIGNIFICANT DAMAGE TO THE PULL BOX OR COVER, OR IMPAIR ITS FUNCTION. 4. CONDUIT TERMINATIONS IN PULL BOX SHALL BE FITTED WITH BELL OR FLARED END. TYPE PB -5 AND PB -6 PULLBOX LOCATION SCHEDULE UNIT STATION TYPE REMARKS PB1 4216+56.42, 3' BOC RT. PB -6 42nd. STREET PB2 4216+56.48, 6' BOC LT. PB -6 42nd. STREET PB3 26+73.73, 5' BOC LT. PB -6 OSBORNE DR. WEST PB4 24+54.50, 5' BOC LT. PB -5 OSBORNE DR. WEST PB5 23+17.67, 5' BOC RT. PB -5 OSBORNE DR. WEST PB6 20+37.51, 5' BOC RT. PB -5 OSBORNE DR. WEST PB7 18+91.44, 5' BOC LT. PB -5 OSBORNE DR. WEST PB8 17+59.32, 5' BOC RT. PB -5 OSBORNE DR. WEST 5. TYPE PB -5 AND PB -6 PULL BOXES ARE INTENDED TO BE INSTALLED BEHIND CURBS OR AT DISTANCES OFF THE ROADWAY WHERE NO DELIBERATE VEHICULAR TRAFFIC IS ANTICIPATED AND ONLY AN OCCASIONAL HEAVY VEHICLE WILL BE ENCOUNTERED. 6. PULL BOX ILLUSTRATIONS ARE TYPICAL AND ARE NOT INTENDED TO LIMIT DESIGN. BOXES OF SQUARE, CIRCULAR OR RECTANGULAR PLAN—SECTION AND EQUIVALENT VOLUME ARE EQUALLY ACCEPTABLE. 7. PULL BOXES SHALL BE MANUFACTURED ENTIRELY OF POLYMER CONCRETE (PC) CONSISTING OF AGGREGATE BOUND TOGETHER WITH POLYESTER RESINS AND REINFORCED WITH WOVEN GLASS STRANDS OF FIBER POLYESTER REINFORCEMENT OR A COMBINATION OF POLYMER CONCRETE AND STRUCTURAL FIBERGLASS REINFORCED POLYMERS (FRP) OR A COMBINATION OF POLYMER CONCRETE AND HIGH DENSITY POLYETHELENE (HDPE). 8. PULL BOX COVERS SHALL BE OF HEAVY—DUTY, POLYMER CONCRETE CONSTRUCTION, EITHER SOLID OR SUFFICIENTLY RIBBED TO WITHSTAND THE STATIC LOADS AS REQUIRED BELOW. LIDS SHALL FIT SUFFICIENTLY TIGHT TO PREVENT THE ENTRANCE OF RUN—OFF WATER. COVERS SHALL BE EMBOSSED WITH AN ANTI—SLIP SURFACE, THE MANUFACTURER'S NAME AND THE LOGO "STREET LIGHTING". COVER SHALL BE HELD SECURELY IN PLACE BY TWO OR MORE 3/8" (MIN. DIA.) STAINLESS STEEL HEX HEAD BOLTS WITH FLAT WASHERS. BOLTS SHALL BE CAPTIVE TO COVER. 9. EACH PULL BOX ASSEMBLY (BOX WITH COVER SECURELY ATTACHED) SHALL BE DESIGNED FOR A VERTICAL STATIC LOAD OF 16,000 POUNDS WITH A 1.3 SAFETY FACTOR. A VERTICAL TEST LOAD OF 20,800 POUNDS APPLIED TO A 10" X 10" STEEL PLATE CENTERED ON THE COVER'S SURFACE SHALL NOT CAUSE FAILURE ON ANY PART OF THE ASSEMBLY. 10. EACH PULL BOX ASSEMBLY (BOX WITH COVER SECURELY ATTACHED) SHALL BE DESIGNED FOR A 200 PSF LATERAL STATIC PRESSURE WITH A 3.0 SAFETY FACTOR. A 1,800 POUND TEST LOAD APPLIED TO A 24" X 18" STEEL PLATE CENTERED ON THE WALL OF THE BOX HAVING THE LONGEST DIMENSION, SHALL CAUSE NO PERMANENT DAMAGE TO ANY PART OF THE ASSEMBLY. 11. MANUFACTURER'S CERTIFIED TEST RESULTS, SHOWING COMPLIANCE WITH THE SPECIFIED DESIGN LOADS AND SAFETY FACTORS ALONG WITH A PHYSICAL DESCRIPTION OF THE TESTING METHODS USED TO ACHIEVE THOSE RESULTS, WILL BE REQUIRED FOR EACH TYPE OF PULL BOX BEING FURNISHED. TEST RESULTS SHALL SHOW THE PROJECT NUMBER, CONTROL NUMBER, AND PROJECT LOCATION AND SHALL BE SIGNED BY AN AUTHORIZED REPRESENTITIVE OF THE FIRM MANUFACTURING THE PULL BOX. CONTROL RELAY UTILITY PEDESTAL LOCK BELL END FINISHED GRADE //\//\//\ 1 1/2 " PVC 1 1/2 " PVC 0 M LIGHTING CONTROL CENTER, TYPE "P" RELAY ENCLOSURE: RELAY SHALL HAVE A NEMA 3R ENCLOSURE. DOOR SHALL BE HINGED. PROVIDE HUBS FOR ALL CONDUIT ENTRIES AND CABLE—GRIP BUSHINGS OF CORRECT SIZE FOR ALL CABLE ENTRIES. CONTROL RELAY 2—POLE/60 AMP, 240V, 60 HZ MAGNETICALLY HELD RELAY RATED FOR CONTINUOUS DUTY AT FULL RATE LOAD. FURNISH WITH: AIR GAP SURGE ARRESTORS, 2—POLE 40 AMP BREAKER, H.O.A. SWITCH, PROVIDE TRINETICS MR—YCL SPEC 6547 OR APPROVED EQUAL. REMOTE PHOTO CONTROL (PC) FURNISH AND INSTALL PHOTO CONTROL RECEPTACLE AND PHOTO CONTROL ON POLE AS INDICATED IN THE PLANS. FURNISH AND INSTALL U.G. CONDUCTORS FOR THE REMOTE PC: 3/C NO. 12 UF. UTILITY PEDESTAL FIBERGLASS OR GALVANIZED STEEL; SIZED TO ACCOMMODATE THE LIGHTING CONTROL RELAY. PROVIDE WITH PADLOCK HASP. PAYMENT THE CONTROL RELAY, UTILITY PEDESTAL, CONDUIT ENTRANCE BENDS, REMOTE PC AND CONTROL CIRCUIT CONDUCTORS FOR THE PC ARE ALL SUBSIDIARY TO THE ITEM "LIGHTING CONTROL CENTER, TYPE P". LOCATION CONTROL CENTER LOCATION IS APPROXIMATE. ACTUAL LOCATION WILL BE AS DIRECTED BY THE ELECTRIC UTILITY AND PROJECT ENGINEER. W z J C W z J 40D-0 TO REMOTE PC w J 0 Ui w Z 0 0 0 0 H0 A o—p0— F- D w Z n EQUIP. GRND. LINE 2 n LINE 1 I LIGHTING CONTROL CENTER SCHEMATIC CA OLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 PROJECT NO. OA# 2002-0897 SHEET NO. 33 42ND STREET ROADWAY LIGHTING DETAILS J J NJ 2/04/04 4:00 P.M. FILE: F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CDN.DWG SECONDARY CONDUCTORS RUBBER PLUG RANGE TAKING ROCKET CAP/SLEEVE (ALL CABLE ENTRANCE HOLES) EPDM WATERPROOF COVER ENTRANCE TO ALLEN HEAD SET SCREW TYPE SSBC 350-L OR HMC MANUFACTURING CO. APPROVED EQUAL SUBMERSIBLEnI'PERmECHAES 350 OR CONNECTOR MEETING ANSI 119.1 REQUIREMENTS URD CONNECTOR IN PULL BOX BOLT CIRCLE 15" ANCHOR BOLTS 1" DIA. ANCHOR BOLT PROJECTION 2 3/4 z A BELL END FINISHED GRADE ATTACH GROUNDING CONDUCTOR TO GROUNDING LUG IN POLE OR TRANSFORMER BASE 1/2 " CONDUIT FOR GROUND CONDUCTOR GROUND ROD 5/8 "X 10'-0" MIN. COPPER CLAD ONE PIECE 2'-0" z • TRANSFORMER GROUNDING FITTING CONNECTOR MANUF. CO. TGC2 OR ERITECH SN250N OR BLACKBURN TTC3 OR BURNDY EQC632C OR APPROVED EQUAL STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A B STEEL CONCRETE UP TO 30' 2'-0" 5'-0" 50 lb. 0.58 CU. YDS. 31' TO 40' 2'-0" 5'-6" 55 lb. 0.64 CU. YDS. 41' TO 50' 2'-6" 6'-0" 63 lb. 1.10 CU. YDS. CONCRETE CLASS "47B-3000" REINFORCING STEEL: GRADE 60 ANCHOR BOLTS: 1" DIA. (AASHTO M314, GR.55) HEAVY HEX GALVANIZED NUTS: (AASHTO M291, GR A) FLAT WASHERS GALVANIZED: (AASHTO M293) 1" CHAMFER , z 5 0 M 3" MIN. t 1 1/2 " CONDUIT FOR FEEDER CABLE 6-N0.6 BARS 4 NO.4 BARS B CONCRETE FOUNDATION GALVANIZED 8" MINIMUM 4 m f 4' k— ANCHOR BOLT DETAIL OR COPPER GROUND WIRE COPPER GROUND WIRE SERVIT POST POLE GROUNDING CONNECTORS NO. 12 COPPER WIRE TO LUMINAIRE SLOPE VARIES FOUNDATION MUST BE FLUSH WITH FINISHED GRADE g�OPE VP°ES FUSE BUSS FNM 3.5 AMPS LITTLEFUSE FLM 3.5 AMPS GOULD GEB-11-11 OR APPROVED EQUAL ERITECH SSP5 OR BURNDY KC22B2 OR APPROVED EQUAL RUBBER INSULATING BOOT M ce 0 a 0 o 0 D NOTE: (GROUND ROD) ERITECH 615800 OR BLACKBURN 6268 OR APPROVED EQUAL 18" PIG -TAIL NO. 12 COPPER WIRE 4::),NL OLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grond Island, NE 68802 PROJECT NO. OA# 2002-0897 SHEET NO. 34 CONNECTOR MANUF. CO. WB585-WB58 OR ERITECH HDC 58-HD58R OR BLACKBURN J -AB 5/8 H OR BURNDY GKP635 OR APPROVED EQUAL FUSEHOLDER AND DISCONNECT BUSS HES -M LITTLEFUSE LEB-M GOULD GEB-AA OR APPROVED EQUAL N TRANSITION SLOPE RUBBER INSULATING BOOT FOR CONNECTING THREE OR MORE CIRCUITS: INSULATED, MULTI -CABLE, MECHANICAL CONNECTORS MAY BE USED. SEE GENERAL NOTE NO. 4. GROUND ROD CLAMP SEE GENERAL NOTE NO. 4 FEEDER CABLE p f it MECHANICAL CABLE CONNECTOR HMC SL3-2K UTILCO SLC-3-OAL-CU CMC SLK -1/01 OR APPROVED EQUAL CONNECTIONS FOR NON -BREAKAWAY INSTALLATIONS SLOPE APPROX. 5' SLOP Ni°3 VARIES TRANSITION SLOPE LIGHT POLES LOCATED ON SLOPE ass LUMINAIRE INLINE FUSE POLE DIRECTIONAL TAG ATTACHED TO CONDUIT CARRYING THE CONDUCTORS POLE WIRING SCHEMATICE (240 VOLT 2 -WIRE) LINE 1 LINE 2 EQUIP. 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UL MIA II WM 1 1111 Ms MEM MR OM 10 I NM II OM MINI Ma MN Ma Ell OM MI MEM MO I I o 0 N O 0 0 W 6 0 0 0) 0) O co 0 0 0 0 0 0 0 0 0 0 N 0 N) 0 0 O 0 O N O N 0 0) 0 0 + N O 0) 10' OLSSON ASSOCIATES ENGINEERS — PLANNERS — SCIENTISTS — SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. 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