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Home My WebLink AboutPD2004-2\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 WOODEN/PLASTIC FENCE CURB STOP GAS METER ELECTRICAL METER TELEPHONE RISER BOX PROPERTY CORNER SEWER CLEAN OUT POST CONCRETE -SS• — S W —GAS UTC 01 -IE ---- UGE v ii U.S. HIGHWAY 281 AND 42ND STREET INTERSECTION IMPROVEMENTS HASTINGS, NEBRASKA PAVING IMPROVEMENT DISTRICT #2004-2 2004 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 1 SHEET NO. 42nd St. 42nd St. I 42nd St. HORIZONTAL & VERTICAL CONTROL SHEET 3 SITE LOCATION co Softball Comex T x GENERAL INFORMATION 5-7 CONSTRUCTION & REMOVALS Baltimore Ave. GEOMETRICS, JOINTS AND GRADES as / a c E Showboat Blvd. 14-23 TRAFFIC SIGNAL 24-26 LIGHTING NDOR STANDARD & SPECIAL PLANS X1 -X3 CROSS SECTIONS o / - ' / N/ NOT TO SCALE a> / Lake Hastings , / / 26th St./ Bypass / Cake ---.. \ \ yast.ge Oo ooe 05 \I\ \ \ I 18th St \ \ 0 E Burlinaton Ave 1-th I - .= �y _ O OD ■ _ _ _ \` \ 14th • \ 131 t I 1 Zth 11th / 8:h 7:h / Q 6th w / 5th l I o 4th o a• w �— n � m 3rd m/ 2nd — 1 at — –_ — 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 1 SHEET NO. SHEET INDEX 1 COVER SHEET 2 HORIZONTAL & VERTICAL CONTROL SHEET 3 TYPICAL SECTIONS 4 GENERAL INFORMATION 5-7 CONSTRUCTION & REMOVALS 8-10 GEOMETRICS, JOINTS AND GRADES 11-13 PAVEMENT MARKING 14-23 TRAFFIC SIGNAL 24-26 LIGHTING NDOR STANDARD & SPECIAL PLANS X1 -X3 CROSS SECTIONS NEBRASKA DEPARTMENT OF ROADS STANDARD PLANS STD. PLAN# 329-R5 301-R8 920-R5 921-R4 DESCRIPTION 6 TO 16 INCH CONCRETE PAVEMENT PAVEMENT DETAILS TRAFFIC CONTROL CONSTRUCTION & MAINTENANCE TRAFFIC CONTROL CONSTRUCTION & MAINTENANCE NEBRASKA DEPARTMENT OF ROADS SPECIAL PLANS SPECIAL PLAN# 1C 2C DESCRIPTION CURB RAMPS TYPICAL URBAN TRAFFIC CONTROL PLAN \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\NALMART-SITE.DWG ZLL 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=15084361 ELEVATION=1922.81 5. CONTROL POINT #21, 1/2" REBAR NORTHING=9418.982 EASTING=15220.293 ELEVATION=1922.00 6. CONTROL POINT #22, 1/2" REBAR NORTHING=8561.926 EASTING=14202.103 ELEVATION=1936.50 7. CONTROL POINT #23, 1/2" REBAR NORTHING=9971.789 EASTING=14655.547 ELEVATION=1910.70 CENTERLINE CONTROL 0 P.I. STA. 120+00.00 A❑ NORTHING=8989.65 EASTING=15237.44 P.I. STA. 127+62.71 NORTHING=9747.55 EASTING=15322.89 =5'38'17" D=5'38' 17" R=11459.16' L=1127.60' P.C. STA. 121+98.45 NORTHING=9186.85 EASTING=15259.68 P.T. STA. 133+26.05 NORTHING=1034.75 EASTING=15330.72 30 STA. 130+10.00 - HWY 281 = STA. 4220+00.00 - 42ND ST NORTHING=9995.83 EAS11NG=15321.98 ® P.I. STA. 137+00.00 NORTHING=10685:67 EASTING=15335.90 CONTROL POINT #24 CONTROL POINT #30 _ -__ 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, NORTHING=10009.586 EASTING=14172.324 ELEVATION=1908.77 12. CONTROL POINT #29, NORTHING=10010.085 EASTING=14002.110 ELEVATION=1907.16 13. CONTROL POINT #30, NORTHING=10009.887 EAS11NG=13817.701 ELEVATION=1907.14 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 1/2" REBAR 1/2" REBAR 1/2" REBAR w CONTROL POINT #29 0 c -CONTROL POINT #28 0' / 100 200 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 2 it I0 0 + I ro M I! I II I0 0 h) 0 01 CONTROL POINT #4 ° 0 _. A21V0., SIB EEC 0 CONTROL POINT #23 N CONTROL POINT #25 0 0 ° o; 0 °CV ° o m 0I 0 to II I i.� _ CONT[ PANT #21 0 0 M N 0 + N CD 0 ce 0 z co co CV CV ›- T >nt� I I 2 C9 2 0 C N N / 0 0 + 0 N c m I CO CONTROL POINT #10 N 0 + co c 1 ° HORIZONTAL & VERTICAL CONTROL SHEET J N F:\PROJECTS\20020897\GINSTWLMRT\DWG\PLANS\WALMART-TYP CALS.DWG 2/17/04 3:1C P.M. 2' —-- ! 2% 6:1 --7-77-2=i, I ul II=11-1 ° ° 4 I Ill—t" .I . .! 1 —I__II_ —_, _1 =-1 -_ i ---_ I I_II _I IilII-II I 10 CONCRETE PAVEMENT 16'(TYP.) TRANSITIONS FOR STA. 134+10.00 TO STA. 135+30.00 2% 2' 16' 24' VARIES EXISTING CONCRETE PAVEMENT (SOUTH BOUND) 36' A 2' I VARIES 2% 6:12I1vi ill III III 111—ll,„11"=1_r-111=I1-111=111=,II= —Ti m ",_'—�— i=—I=f_=_I11, H=111=111=1 1 1=11E111- -1 --__,n_n1_I„_Ii=lii_III 10” CONCRETE PAVEMENT *6, 1Typ) 7-227-6.- 71'1_,-.7111 t_ _ II_ 111 III—IIi—IIi. 11i .Ii 11-,,, „! III III --I 1-7-1U-11,1171117111-7111 , 111Li i I I III-iil Iii_liiI(t IIiLaic 111.mi -11111111i111E1111_11 MITI Illr.:1117:7111=111:1111— c1I c1,1 I,I--I , ,,,—I,, In M.-111:771 ..1 10" CONCRETE PAVEMENT 0' t 20' 40' ' O OLSSON ASSOCIATES CIATES ENGINEERS — PLANNERS — SCIENTISTS — SURVEYORS S 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 3 24' 8' 2' 1=11=111111E111E I I I 11_lu .li-ci( 11t-1 11-111 In -III (li it -n IIIIII{I_�lILIII--n�-,IE ,„--„ _ _.. _..._ EXISTING ASPHALT SHOULDER *VARY SLOPE TO ALLOW FOR DRAINAGE. SEE CROSS SECTIONS **SEE GEOMETRICS, JOINTS AND GRADES SHEETS FOR DETAILS STA. 131+70.00 TO STA. 135.60.00 NOT TO SCALE 14' 10' \._ EXISTING CONCRETE PAVEMENT (NORTH BOUND) 24' _-I 11 u, lI=III=n.-!-1112' 11- 1-1 I I-I=I1i=I.1 r=iIl _ 1=i =1 ET-_II-rEIiI._ I1IIi -IIhr6(I^ -I-- I EXISTING ASPHALT SHOULDER 8' I 2' 2% _ :!! -7-7-7i 2' _ _ .,,__ Hi -II =111 111 ,i_I ,_,11 „iI�_111 , _I;t uII I I_ I I H i I=iii-LII-III-III-I i I -f I I -I I i-1 11=1 i H I 1-1 I I—II 1 I-1 I I—III—r "'111 _I I I_I I -_III 111=1 I IJ i IJ i i I I L! I I_1 11 I i i t 1-1(I� 11' "1-11-411-M=1I i- 111 111 Ii ,,,-,�, , EXISTING ASPHALT SHOULDER 8' 2' 8' 24' EXISTING CONCRETE PAVEMENT (SOUTH BOUND) 24' e° ° i 1r-1 11=11 i—III—I i t=1 I I—III=1 I I=1 , � I iil lil 111 n rlTi- _>- I 11_11 I_I I1 III I (( III -III-, —I I I III III- 1 I f-1 I I I I l=III I I Isl I I -I I I_I I :_III f I I I 11— I I—III—III I L I I I_I 11=1 11=1 I I_ - 111 ni_iII u III I nI—III=III—II! IIIII , 141„ I!�1-III-III EXISTING CONCRETE PAVEMENT (SOUTH BOUND) 10' **VARIES 10” CONCRETE PAVEMENT 2' 6" CONCRETE MEDIAN SURFACING **SEE GEOMETRICS, JOINTS AND GRADES SHEETS FOR DETAILS STA_ 1.30+70.00 TO STA. 131+70.00 NOT TO SCALE 4 26' **VARIES ° ° ° g-1114-1111=1 , ilh' .. ° ° _ ,i,—,i,_Ii,_IiL_,�1_Ii,i I ,IIi1f1=11, — � T I— — — — — — — — _ i= iI=II1=11I_I11=111=III=(11=III—IIIIIIIII_ '' —I I =11=1 i= I_ i 1=1 I HSI Ti l E l l 111E -7-=111 111=111 I_a 11-1=l i r_I I I==111 f=111=-( -111 _I 1 1=111 r -I I -IIi I f l i t l-1111 111=111 I I! I -1-- - - - ---7-7-7-7-- _ _ _ _ - - - - - - I-IiI-III II - I -III II - - - - - - - I -I i 1=1 I I- _ I - I I IIi-i I I_ :III -i I ,- I t f- III Iif III -III IIP III III III III I I I I_I I I_I I I_I I i_i I f=111=1 I LI 1 1.1 I I III IIi III I i �I 11=J I i III I I L III I I III I I L I I I 8 ° 6" CONCRETE MEDIAN SURFACING i -III -II =III=III_,,, ,,, , 1 ,i1 _,,, ,,,_,,, , I-nl=n -, n. i l I� 1 f=111=I I I-III-IIi-! 11=III III IIT=IIi III III I i I a I i_i 11=111-+ III -111 ! 11=111-111 -r r r I I III -111 -Iii -Til -r r,-1,1 1, - EXISTING ASPHALT SHOULDER EXISTING CONCRETE PAVEMENT (SOUTH BOUND) VARIES 10" CONCRETE PAVEMENT **SEE GEOMETRICS, JOINTS AND GRADES SHEETS FOR DETAILS STA. 127+30.00 TO STA. 128+1.0.11 NOT TO SCALE * NP) 1 2% 1 6. E I I _ -ti l i=u:s•17 --� - i 1 i I -I I I ° Il'P r� i r=1_I I II I_I I I_I I=I I f-1 I F° * , I__ _ _ I __ I__ _ I I_I i _I 1_111_ ! I_I! I_III-111_1 I i_I f I_I I I_! I I_I I I_I I I_I I i_I I i_I i i—I I {_I I 1=11 I=1 I_l I 11 1 I I__I I I_{ f I_I ! I-1! I_1 n_„ _... __, I _ 1 I_I, I_III_III_I I I_I I I_f I I_i f I__i I I_i I I—I11 1 1 I, iii i i i I —1 — — — _ — — — — — — — — — — — — — — — — — — —1=111=111=H— ——I,i:,,„,i. �.„—,,,111-7„,„:,11,IIIII,�. iIII 1 -111— — — — — -- -- -- — — I --i I 111.__ 111.._111 11 1 11=H 11=111--111= H i r 1 _ ==d i r 1-111—IIi III III 111 111 III 111 111 III I I ”'—' r r=1 11=1 I I=1 11=i 11=1 11=1 11=I i 1=1 I �= I '—� � �— _, VARIES **VARIES EXISTING CONCRETE PAVEMENT (NORTH BOUND) V 24' 6.1 Ilhill III Ill—ilf III. III fl . IfI=III 111_111=11 III 111 II !!, I!I-I I III . I �II!- ! I 111=I1f-il� II! EXISTING ASPHALT SHOULDER EXISTING CONCRETE PAVEMENT (NORTH BOUND) 0 0 10” CONCRETE PAVEMENT *VARY SLOPE TO ALLOW FOR DRAINAGE. SEE CROSS SECTIONS **SEE GEOMETRICS, JOINTS AND GRADES SHEETS FOR DETAILS STA. 123+50.21 TO STA. 127+00.00 NOT TO SCALE } 24' , "--11E111-111= T;-fl1=l I 1 -Il I=1T{ EXISTING CONCRETE PAVEMENT (NORTH BOUND) 8' 2' i 61 ,u �uc.�u, ur,-rir: rr.i.rlllrnlllrnlll 711= 111-~. I l l f=i l i 111_111 -III 11 i1E III 111111 i f l r =l l l_ I H 1TI �-I f !-III=1'I (-ill-� . I I III =1 ! I_ -I I EXISTING ASPHALT SHOULDER 8' I,=111 u1-ui ,—n rn -rn=rn rlr Iir nl Iif==111=1_1`1=H1:1-1ll n_.. 1r-1� --I4. III -I III- lI, III-111_1{1-iilIIhIII iI -III-III iII ��Ii{= EXISTING ASPHALT SHOULDER TYPICAL SECTIONS J N U 0 0 J U 0. r r - F. Q J Q Q J d C? 4 cr n J z N c) 0) 03 0 0 N O U N 0 w 0 C. d L 2/17/04 3:10 P.N. A4 8" SECTION A—A 3'-9" 8" B -•411111-- #4 BARS OD 12" SPACING 00 A too PLAN VIEW AREA INLET NOT TO SCALE SAWCUT CONTRACTION JOINT SECTION B—B #4 BARS 0 12" SPACING NOTE AREA INLET GRATE AND FRAME SHALL BE DEETER #2095 OR APPROVED EQUIVALENT. ALL CONCRETE USED SHALL BE CLASS 47B-3000. ALL REINFORCING STEEL USED SHALL BE EPDXY COATED AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A615/A615M, GRADE 60. ALL REINFORCING STEEL SHALL BE NO. 4 BARS AT 12" CENTERS (MAX.) UNLESS NOTED OTHERWISE. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 2", UNLESS NOTED OTHERWISE. FIELD BEND AND/OR CLIP REINFORCING STEEL TO ALLOW FOR MINIMUM CLEARANCE AND TO CLEAR PIPE OPENINGS. EXCAVATION, BACKFILL AND DIAGONAL REINFORCING STEEL SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS MADE. 1 1/2" X 24" DOWEL BAR 0 12" O.C. PROPOSED 10" CONCRETE PAVEMENT PROPOSED REINFORCED CONCRETE STORM SEWER PIPE =1T1—IF ' IT„) I DENSELY COMPACTED BACKFILL COMPACTED GRANULAR BASE NOTE: THE CONSTRUCTION OF DOWEL BARS AND COMPACTED GRANULAR BASE SHALL BE SUBSIDIARY TO STORM SEWER PIPE. DOWELED CONTRACTION JOINT NOT TO SCALE SURFACING 8" 3'-9" 8" QUANTITY 8” CONCRETE PAVEMENT S.Y. 175 10" CONCRETE PAVEMENT S.Y. 1Is 4 H ',; 6" CONCRETE MEDIAN SURFACING 4 397 PAVEMENT REMOVAL S.Y. 2044 6" INTEGRAL CURB S.Y. a a 4 a n AC. 0.6 n . ., L.S. 1 OVEREXCAVATION d a a o . 4 250 e a R a 4 ad aa A4 8" SECTION A—A 3'-9" 8" B -•411111-- #4 BARS OD 12" SPACING 00 A too PLAN VIEW AREA INLET NOT TO SCALE SAWCUT CONTRACTION JOINT SECTION B—B #4 BARS 0 12" SPACING NOTE AREA INLET GRATE AND FRAME SHALL BE DEETER #2095 OR APPROVED EQUIVALENT. ALL CONCRETE USED SHALL BE CLASS 47B-3000. ALL REINFORCING STEEL USED SHALL BE EPDXY COATED AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A615/A615M, GRADE 60. ALL REINFORCING STEEL SHALL BE NO. 4 BARS AT 12" CENTERS (MAX.) UNLESS NOTED OTHERWISE. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 2", UNLESS NOTED OTHERWISE. FIELD BEND AND/OR CLIP REINFORCING STEEL TO ALLOW FOR MINIMUM CLEARANCE AND TO CLEAR PIPE OPENINGS. EXCAVATION, BACKFILL AND DIAGONAL REINFORCING STEEL SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS MADE. 1 1/2" X 24" DOWEL BAR 0 12" O.C. PROPOSED 10" CONCRETE PAVEMENT PROPOSED REINFORCED CONCRETE STORM SEWER PIPE =1T1—IF ' IT„) I DENSELY COMPACTED BACKFILL COMPACTED GRANULAR BASE NOTE: THE CONSTRUCTION OF DOWEL BARS AND COMPACTED GRANULAR BASE SHALL BE SUBSIDIARY TO STORM SEWER PIPE. DOWELED CONTRACTION JOINT NOT TO SCALE SURFACING ITEM UNITS QUANTITY 8” CONCRETE PAVEMENT S.Y. 175 10" CONCRETE PAVEMENT S.Y. 3262 6" CONCRETE MEDIAN SURFACING S.Y. 397 PAVEMENT REMOVAL S.Y. 2044 6" INTEGRAL CURB S.Y. 128.5 SEEDING, TYPE "B" AC. 0.6 EARTHWORK L.S. 1 OVEREXCAVATION C.Y. 250 GENERAL CLEARING AND GRUBBING L.S. 1 TRAFFIC CONTROL L.S. 1 SEE TRAFFIC SIGNAL PLANS FOR RESPECTIVE QUANTITIES LIGHTING ITEM UNITS QUANTITY RELOCATE LIGHTING UNIT EA. 4 1-1/2" CONDUIT IN TRENCH L.F. 408 STREET LIGHTING CABLE, NO. 10 L.F. 816 STREET LIGHTING CABLE, NO. 12 BARE L.F. 408 0' 20' 40' GENERAL NOTES 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 4 1. FOR PAVEMENT DETAILS REFER TO NDOR STANDARD PLANS 301—R8 AND 329—R4. 2. CURB RAMPS SHALL BE CONSTRUCTED ACCORDING TO NDOR SPECIAL PLAN 1C. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL. THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH NDOR STANDARD PLANS 920—R5, 921—R4, & 922—R5; NDOR SPECIAL PLAN 2C TYPICAL URBAN TRAFFIC CONTROL PLAN; AND WITH THE MOST CURRENT EDITION ON THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 4. THE CONTRACTOR SHALL REMOVE AND SALVAGE ALL SIGNS TO THE CITY. THIS WORK SHALL BE CONSIDERED SUBSIDIARY. 5. CAST IRON RINGS, COVERS, FRAMES AND GRATES FOR STORM SEWER STRUCTURES WILL NOT BE PAID SEPARATELY. 6. LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTIUTIES 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. 7. THE CONSTRUCTION OF ALL JOINTS INCLUDING DOWELS AND TIE BARS SHALL BE CONSIDERED SUBSIDIARY TO CONCRETE PAVEMENT. 8. CONTRACTOR SHALL PROTECT THE EXISTING SPRINKLER HEADS AND LINES. IF THERE IS A CONFLICT, THE SPRINKLER HEAD SHALL BE SALVAGED TO THE OWNER. 9. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS. IF THEY ARE DISTURBED DURING CONSTRUCTION THEY SHALL BE RESET BY A REGISTERED LAND SURVEYOR. 10. CONTRACTOR TO PRESERVE ALL SURVEY CONTROL. 11. PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING REQUESTING A FINAL WALK—THROUGH OF THE PROJECT. 12. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POWER POLES, AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES. 13. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS & FEES REQUIRED. 14. MOBILIZATION SHALL BE SUBSIDIARY FOR ALL ITEMS OF WORK. 15. BACKFILL OF SEWER PIPES SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 16. SUBGRADE PREPARATION IS SUBSIDIARY AND 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. STORM SEWER ITEM UNITS QUANTITY 15" FLARED END SECTION EA. 1 BUILD AREA INLET EA. 2 REMOVE FLARED END SECTION EA. 1 15" REINFORCED CONCRETE STORM SEWER PIPE L.F 95 JACKING 15" REINFORCED CONCRETE PIPE L.F. 64 PAVEMENT MARKING ITEM UNITS QUANTITY 4" YELLOW PREFORMED TYPE 4 L.F. 1130 4" WHITE PREFORMED TYPE 4 L.F. 920 8" WHITE PREFORMED TYPE 4 L.F. 1415 12" WHITE PREFORMED TYPE 4 L.F. 375 NK� MATTHEW M. • = RIEF ¢� E-10074 s •. T •,.F C1405pV` `til\%ss' r GENERAL INFORMATION J N 0 0 N BUILD 10" CONCRETE PAVEMENT NO. STATION TO STATION SIDE SQ. YDS. 123+50 - 128+00 LT.&RT. 804 BUILD 6" CONCRETE MEDIAN SURFACING NO. STATION TO STATION SIDE SQ. YDS. 127+00 - 128+00 8' LT. 114 -3in Melons i - T23+00 In — 31. n -- BUILD REINFORCED CONCRETE SEWER PIPE O NO. SIZE SLOPE DESCRIPTION 1 15" X 15.0' 0.5% EXISTING 15" PIPE FL 1921.03* TO AREA INLET 1 FL 1921.10 *FIELD VERIFY EXISTING FLOWLINE ELEVATION BUILD AREA INLET STATION STATION TO STATION NO. STATION. SIDE RIM EL. F.L. EL. 1 126+76.5 9.5' LT. 1922.60 1921.10 a 60 ••••••• c)(1.4'). ///////////////7/77N /777 - n 77/777 t7774 124+00 tx 4. a 31n -- - 0 0) laTE = UGC-----.__ nut-- -- -_ -UGC--_.-_--- _ �- UG n Uf -- G~ -- _--- ^-- � fi� --__-_. REMOVE PAVEMENT STATION STATION TO STATION SIDE SQ. YDS. 123+50 - 128+00 RT. 272 127+00 - 128+00 LT. 42 4 — G - UGC-_ -- Ulf — UGC REMOVE FLARED END SECTION STATION SIDE 126+76.5 3.4' LT. 125+00 a a iLn a a a C� 126+0e ----31 n ----_-3 127+00 1n -_ — —3.1n 0' 20' a 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 5 C C -I gory - X GRADE SWALE TO DRAIN TO PROPOSED AREA INLET 4 --- _ �o`b - X ^�cL`Y - - - —�` X 4 ° Y 777777 /77/7 77/�/77lTT 77777 4 a T/77i777777/77/Ti 4 4 - G a an a L Alt .-. -----_-----= �ij�' .__----- UGC----._._-.-_- O 128+00 31n _.. 1/1/ — 11_/111LL/ d� •••41......p.4••••..... _ ° tt n -_-_. UGC - G a _ —8"GAS- HIGHWAY 281 CONSTRUCTION & REMOVALS STA. 123+00 TO STA. 128+00 0 1— BUILD 10" CONCRETE PAVEMENT NO. STATION TO STATION SIDE SQ. YDS. 128+00 - 129+84 LT.&RT. 371 130+36 - 133+00 LT:&RT. 468 129+32 - 133+00 42' LT. 957 BUILD 6" CONCRETE MEDIAN SURFACING NO. STATION TO STATION SIDE SQ. YDS. 128+00 - 129+54 8' LT. 169 130+66 - 131+70 8' LT. 114 BUILD 8" CONCRETE PAVEMENT NO. STATION TO STATION SIDE SQ. YDS. 130+05 - 130+50 58' RT. 175 O 128+00 BUILD AREA INLET NO. SIZE NO. STATION SIDE RIM EL. F.L. EL. 2 129+25.0 10.5' LT. 1921.46 1919.16 BUILD REINFORCED CONCRETE SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 2 15" X 80.0' 0.3% F.E.S. 1 FL 1918.92 TO AREA INLET 2 FL 1919.16 JACKING REINFORCED CONCRETE SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 3 15" X 64.0' 0.3% BEGIN OF BORE FL 1918.94 TO END OF BORE FL 1919.14 BUILD FLARED END SECTION A NO. STATION SIDE SIZE F.L. EL, 1 129+25.0 70.1' RT. 15" 1918.92 n 129+00 -3n-- END JACKING PIPE 2' LT. O O 0' 20' 40' REMOVE PAVEMENT / STATION TO STATION SIDE SQ. YDS. 128+00 - 129+84 LT.&RT. 255 130+36 - 133+00 LT.&RT. 272 129+32 - 133+00 42' LT. 638 130+05 - 130+50 58' RT. 175 � w Ld : o da 0_ N CD vQ: X0(0 0) i o� C9 < 5Z Mn a t _n 131+00 \ \ \ \ \ \\ \ \ \\\\\ \ \ \ \ \ \ N. \ \ • \N •\ \•\\• H isms C 0 V C9 t 8"GAS BEGIN JACKING PIPE I 62' RT. G Ufg -- UGC------ IN u 0"IN a w UGC-- UGC ---- T UGC /z --/z7- /T 77//777 UGC UGC 132+00 O� OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND Sutter - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 6 133+00 S./ 44 a a � 6 UGC GRADE TO DRAIN UGC ...__.. UGC- - — UGC— HIGHWAY 281 CONSTRUCTION & REMOVALS STA. 128+00 TO STA. 133+00 2.1 "-> -J (.0 cL C H cc .71 _J ./) I C5 N 05 co 0 0 0 co cy BUILD 10" CONCRETE PAVEMENT 4 4 STATION TO STATION SIDE SQ. YDS. 133+00 — 135+90 42' LT. 409 133+00 — 135+60 LT. 253 133+00 \ Thl) ....._,...,,,,,,,-,.............. 2,-... -#'-C-1/4,-,-...,.‘,._............, 134+00 42 4 ` a 135+00 2 Ss SS s7,7 Se -7// —TarSr - 77/75 /7. /7/1/2"//7/7777777777771/7 a GRADE TO DRAIN ... REMOVE PAVEMENT / A STATION TO STATION SIDE SQ. YDS. 133+00 — 135+90 42' LT. 263 133+00 — 135+60 LT. 127 136+00 t 0' 20' 40' 137+00 Ok OLSSON ASSOCIATES ENGINEERS — PLANNERS — SCIENTISTS — SURVEYORS 201 EAST 2ND Sixth] - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 7 138+00 .„. HIGHWAY 281 CONSTRUCTION & REMOVALS STA. 133+00 TO STA. 136+00 N P Q 0 a u1 z J Q C) 0 Cr (13.- 00 c0 0 N 0 0 N CT) 0 n 0' N Q P.I. STA. 127+62.25 — 13.9' RT. A =05'38'17" R=11459.16' T=564.26' P.C. STA. 121+98.45 — P.T. STA. 133+26.05 — 123+00 124+00 125+00 123+50.16-14.0'RT. _ = _ 124+00.10-14.0'RT. 2R by 0ti 123+50.21 — 18.0' RT. ti tiV 32.8 21/4, '60 126+00 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 8 127+00 127+00.00 — 127+30.00 — 8.0' LT. 18.0' LT. •17 2332 23 •16,L-L—A-1 � eq. •76 g0 -- --23.74 _ —f--- 3.27 23.06.X 128+00 17 3 23. 0 22.98 22.86 2 68----_.5&---- • 22. • • 2-? 226 99 b� i--- k 23.01 2288 X - `1 .. 0 - 22..75X I, 9 5' 55 1x N \N o DOWELED CONTRACTION. `y JOINT (SEE DETAIL SHEET) HIGHWAY 281 GEOMETRICS, JOINTS & GRADES STA. 123+00 TO STA. 128+00 \PROJECTS\20020897\GIHSTNLMRT\DWG\PLANS\WALMART-CON.DWE 2/17/04 3:10 P.M. Q 41.7' RADIUS R.P. STA. 129+31.94 - 91.7' LT. P.T. STA. 129+31.94 - 50.0' LT. P.C. STA. 129+73.94 - 93.6' LT. Q2 40.0' RADIUS R.P. STA. 130+78.78 - 98.0' LT. P.C. STA. 130+38.66 - 93.9' LT. P.T. STA. 130+78.78 - 58.0' LT. 0 STA_ 130+10.00 HIGHWAY 281 , = STA. 4220+00.00 42ND STREET min imm• 128+00 129+00 129+31.94 - 42.0' LT. 9 1 N r9 j 130+0Q) q}" 9 ,/ r9 •Ss I 'L° SR s, 13' I -L-1-2'___70 _T 1l3 I 12 - - - - - - - - 77,\--1 --I--- I I I I 1- I I\ I I o 1 I I II 1 I JD I I I 1 1 ti 1 I n I I \ 1 1 Q079 I I 1 8.5' 7 9'1.7.9'17 6'17.7'I 12' ?r .2 6S j5rS 129+84.00 - 18.0' LT. 130+38.42 - 96.2' LT. 129+50.00 - 18.0' LT. ?2• rs ? 2 ?77 ° `L21� �- �2\4°8`L 21.66 2 - _ 129+50.00 - 8.0' LT. (1,11 2A ;2 Rg2\ I ? 5'_ --V 12' `? ? ?26n 6S 2R9 2S 22 ?? S 2r pS 128+10.11 - 6.0' RT. 129+56.97 - 6.0' RT. 128+10.11 - 18.0' RT. 129+56.95 - 18.0' RT. 06CD r? 129+84.00 - 18.0' RT. 12' ' 12 15.7 12.1 7.6' 7.6'_ .-._..t2-' I 1 Q� 2r 2r sr r2 '02 130+35.50 - 18.0' LT. MATCH EXISTING JOINT SPACING 26- 3 2�`S2 130+62.96 - 18.0' LT. 12' I 15.4' 130+62.96 - 6.0' LT. I 131+70.00 - 6.0' LT. 27 a' ei I .._.21:24. 2\'x20•99 20.86 x20.,11 -.-SS 2:0�( -----.---1 I 130+70.00 - 8.0' RT. x 131+00 1 1 \ \ \ \\ \ , \ \\ \ \N\\\\ \\\ \\\ \ \ \ OLSSON ASSOCIATES PROJECT NO. SHEET NO. 0' 20' 40' ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS OA# 2002-0897 9 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 1 0) r 21 p5 20.85. 12.5' 15' cv ZpT� 2OS� e� I1 .11 132+00 MATCH EXISTING CONCRETE PAVEMENT EDGE se 130+70.00 - 18.0 RT. 130+35.50 - 18.0' RT. 20: 1- 0 45 2• 33 "131+70:00 = 8.0' RT. 131+70.00 - 18.0' RT. '23 0. i-- 20 • 2 15:1 TRANSITION 0aO 133+00 992 Z�. HIGHWAY 281 GEOMETRICS, JOINTS & GRADES STA. 128+00 TO STA. 133+00 'LMRT\DWG\PLANS\WALMART-CON.DWG \PROJECTS\20020897\GINS 133+00 PT = 133+26.05 134+00 134+10.00 - 58.0' LT. 15:1 TRANSITION' 133+12.28 - 18.0' LT. - 133+1.2.28 - 16.0' LT. 22p ,; 2� 77)< ____75 7982 79. 91jX 67. 79 7982 79.) 9) 135+00 135+30.00 - 50.0' LT. 136+00 135+90.00 - 50.0' LT 0' 20' 40' 137+00 7987. 79• 49 7936. , 79 78 78 78 �98 )8 135+90.00 - 42.0' LT. 135+60.00 - 18.0' LT. 79S 7 < -+- 19. i , g.20 15:1 TRANSITION 135+00.00 - 14.0' LT: 135+60.00 - 14.0' LT. TT OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 , PROJECT NO. SHEET NO. OA# 2002-0897 10 138+00 T HIGHWAY 281 GEOMETRICS, JOINTS & GRADES STA. 133+00 TO STA. 136+00 C) C Z_ Co0 F z < a. 0 C >7. -*j (f) N 0 CN Cl) F- 0 Li - Cil CL 0 CN 123+00 124+00 4••••••• .11•111m 125+00 126+00 ...... ... 4" SOLID YELLOW •••••gar 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 11 127+00 128+00 MM. 8" SOLID WHITE PAVEMENT MARKING QUANTITIES LINE TYPE/SYMBOL STA. 123+00 TO STA. 136+00 4" YELLOW PREFORMED PLASTIC PAVEMENT MARKING, TYPE 4 1130 L.F. 4" WHITE PREFORMED PLASTIC PAVEMENT MARKING, TYPE 4 920 LF. 8" WHITE PREFORMED PLASTIC PAVEMENT MARKING, TYPE 4 1415 L.F. 12" WHITE PREFORMED PLASTIC PAVEMENT MARKING, TYPE 4 375 LF. 12" SOLID WHITE CHEVRON AT 45* ANGLE TO TRAVELED WAY 55'(TYP.) HIGHWAY 281 PAVEMENT MARKINGS STA. 123+00 TO STA. 128+00 J 1 TILE: F: \PROJECTS\20020897\GIHSTWLMRT\DWG\FLANS\:"iALMART-CON.D\A 128+00 4" SOLID YELLOW 129+00 130+0 8" SOLID WHITE ' 12" SOLID WHITE CHEVRON AT 45' ANGLE TO TRAVELED WAY 12" SOLID WHITE STOP LINE -4 N 12" SOLID WHITE STOP LINE 0' 20' 40' \ , ` 1 `\ \ \ \ `\ \ \ \ \ \\ \ \ \� \ N \N 131 +00 132+00 OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 12 133+00 Z-71610111- 12" SOLID WHITE STOP LINE N 12" SOLID WHITE CHEVRON AT 45' ANGLE TO TRAVELED WAY 8" SOLID WHITE r 12" SOLID WHITE STOP- LINE 4" SOLID YELLOW HIGHWAY 281 PAVEMENT MARKINGS STA. 128+00 TO STA. 133+00 U_ O O J in z a 0 0 in T 00 C) r O O N O 0 CN U t1 0 a IL iL L O 0 0 N 133+00 134+00 N Cn 135+00 136+00 12" SOLID WHITE CHEVRON AT 45 ANGLE TO TRAVELED WAY 4" SOLID YELLOW Cr 0' 20' 40' 137+00 CAOLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND. NE 68802 - 308-384-8750 PROJECT NO. SHEET NO. 0A# 2002-0897 13 1- 138+00 `"1\pPUlt111111llt� ONp- C q\ / MATTH a= 'REF it E-10074 HIGHWAY 281 PAVEMENT MARKINGS STA. 133+00 TO STA. 136+00 uontities.dgn GENERAL NOTES 1. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES ARE NOT INDICATED ON THESE PLANS. UNDERGROUND UTILITIES WHETHER SHOWN OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES UPON REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTILITIES AND CONSTRUCTIONS. 2. ALL SURFACE MATERIALS THAT ARE DISTURBED BY EXCA VA TION AND BACKFILLING OPERATIONS SHALL BE REPLACED AND RESTORED IN KIND EQUAL TO OR EXCEEDING THE ORIGINAL CONDITION, INCLUDING SODDING AND SEEDING. 3. SIGNAL POLES AND CONTROLLERS SHALL NOT BE LOCATED IN DITCHES OR DEPRESSIONS SUBJECT TO WATER PONDING. 4. THE LOCA TION OF THE LOOP DETECTORS IS APPROXIMATE AND MAY BE FIELD ADJUSTED TO MINIMIZE EXPANSION JOINT CROSSINGS, MANHOLES, PAVEMENT CRACKS, ETC. ALL SUCH ADJUSTMENTS MUST FIRST BE APPROVED BY THE ENGINEER. LOOPS SHALL BE CENTERED IN THEIR LANE AND THE SPACING BETWEEN LOOPS SHALL BE APPROXIMATELY 10 FEET. PREFORMED LOOPS SHALL BE PLACED IN THE SUBGRADE 3 IN. BELOW THE BOTTOM OF THE SLAB. SAW CUT LOOPS ARE NOT AN ACCEPTABLE SUBSTITUTE FOR PREFORMED LOOPS. 5. LINEAR MEASUREMENTS ARE TAKEN BETWEEN POLE BASE AND PULL BOX CENTERS AND DO NOT INCLUDE ALLOWANCES FOR MAST ARM LENGTHS, VERTICAL RISES OR SPLICES. 6. SIGNAL HEADS SHALL BE CENTERED OVER THEIR APPROACH LANES. WHEN TWO SIGNAL HEADS ARE PLACED ON AN APPROACH WITH ONL Y ONE THRU LANE, THE SIGNAL HEADS SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET AND SHALL BE EVENLY SPACED OVER THE THRU LANE. 7. ALL COMBINATION POLE FOUNDATIONS SHALL BE FITTED WITH A MINIMUM OF ONE SPARE CONDUIT BEND IN ORDER TO PROVIDE ACCESS FOR LIGHTING POWER SERVICE. 8. SIGNAL HEAD LENSES SHALL BE ORIENTED ACCORDING TO MANUFACTURERS RECOMMENDATIONS STAMPED ON THE LENS. 9. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 10. TRAFFIC SIGNAL INSTALLATION SHALL BE IN ACCORDANCE WITH NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 1997 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 11. ALL SIGNAL HEADS SHALL BE ILLUMINATED WITH LIGHT EMITTING DIODE (LED) MODULES. LED MODULES SHALL CONFORM TO ITE AND NDOR SPECIFICATIONS FOR LED VEHICLE TRAFFIC SIGNAL MODULES. 12. ALL TRAFFIC SIGNAL ITEMS SHALL BE IN ACCORDANCE WITH NDOR APPROVED PRODUCTS LISTING. 13, TRAFFIC SIGNAL CABLE AND DETECTOR LEAD-IN CABLE SHALL NOT BE BROKEN AND SPLICED BETWEEN THE CONTROLLER CABINET AND THE CABLES FINAL DESTINATION WITHOUT THE APPROVAL OF THE NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION. APPROVED SPLICES SHALL ONLY BE MADE IN CABINETS, PULL BOXES, JUNCTION BOXES, POLE BASES, AND SIGNAL HEADS. SPLICES WILL NOT BE ALLOWED IN EARTH, CONDUIT, OR EXPOSED AERIALLY. CONDUCTORS TO BE SPLICED SHALL BE TWISTED TOGETHER TO FORM A MECHANICALL Y AND ELECTRICALLY SECURE CONNECTION, SECURED WITH A WIRE NUT OR SOLDER, AND WATERPROOFED..THE WATERPROOFING SHALL EXTEND A MINIMUM OF 1 -INCH OVER THE CONDUCTOR INSUATION. SPLICES IN CABINETS SHALL NOT BE WATERPROOFED. WATERPROOFING SHALL BE ACCOMPLISHED WITH ONE OF THE FOLLOWING METHODS: (A) SELF VULCANIZING RUBBER ELECTRICAL TAPE WRAPPED THROUGH THE CROTCH OF THE SPLICE THEN HALF -LAPPED OVER THE ENTIRE SPLICE. COVER THE RUBBER TAPE WITH A HALF -LAPPED LAYER OF PLASTIC ELECTRICAL TAPE. (B) 3M DBY-6 OR DBR-6 DIRECT BURY SPLICE KITS. FINISHED SPLICES SHALL BE POSITIONED UPRIGHT AND SHALL NOT BE LEFT LAYING IN THE BOTTOM OF PULL BOXES, POLE BASES, OR CABINETS. THE SPLICE SHALL BE WITHIN 6 -INCHES OF PULL BOX LIDS AND ABOVE HAND HOLES IN POLES. END OF SPARE CONDUCTORS SHALL BE SEALED WITH FLEXIBLE ELECTRICAL COATING COMPOUND. C3 QUANTITY 1AFFOC 8OGNA ITEM Ot' OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 /4 QUAN=FDE8 REMARKS 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-12 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -50-12 2 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP- 70-12 FOUNDATION DESIGN PEDESTAL POLE, TYPE PP10 2 EA. 4 EA. 1 EA. 8 EA. 2 EA. 1 EA. 4 EA. 2 EA. 2 EA. 14 EA. 4 EA. 16 EA. 6 EA. 4 EA. 1 EA. 53 FT. 2644 FT. 413 FT. 20 FT. 3984 FT. 211 FT. 1786 FT. 587 FT. 1826 FT. 312 FT. 676 FT. 68 FT. 268 FT. TRAFFIC SIGNAL CONTROLLER TRAFFIC SIGNAL, TYPE TS -1 TRAFFIC SIGNAL, TYPE TS-1LL TRAFFIC SIGNAL, TYPE TS-1RR TRAFFIC SIGNAL, TYPE TS -2 PEDESTRIAN SIGNAL, TYPE PS -1 PEDESTRIAN PUSH BUTTON, TYPE PPB PULL BOX, TYPE PB -1 PULL BOX, TYPE PB -2 VEHICLE DETECTOR, TYPE A PREFORMED VEHICLE DETECTOR, TYPE B PREFORMED VEHICLE DETECTOR, TYPE TD -3 SERVICE METER & PEDESTAL 1 1/2 IN. CONDUIT IN TRENCH 2 IN. CONDUIT IN TRENCH 3 IN. CONDUIT BORED 4 IN. CONDUIT IN TRENCH 2/C #14 AWG, DETECTOR LEAD -IN -CABLE 2/C #14 AWG TRAFFIC SIGNAL CABLE 3/C #14 AWG TRAFFIC SIGNAL CABLE 12/C #14 AWG TRAFFIC SIGNAL CABLE #6 GROUNDING CONDUCTOR #8 GROUNDING CONDUCTOR #4 STREET LIGHTING CABLE #6 STREET LIGHTING CABLE #6 SERVICE CABLE GALVANIZED, LUMINAIRE MNTG. HT. 35 FEET, SEE LIGHTING PLAN FOR NEW LUMINAIRE DETAILS. GALVANIZED, LUMINAIRE MNTG. HT. 35 FEET, SEE LIGHTING PLAN FOR NEW LUMINAIRE DETAILS. GALVANIZED, LUMINAIRE MNTG. HT. 35 FEET, SEE LIGHTING PLAN FOR NEW LUMINAIRE DETAILS. SOIL TEST AND FOUNDATION DESIGN REQUIRED FOR POLES WITH MAST ARM LENGTHS 70' AND LONGER. TYPE TC -2070, 332 CABINET ON 4' X 8 X 4" CONCRETE PAD. TO BE IN ACCORDANCE WITH NDOR SPECIFICATIONS AND APPROVED PRODUCT LISTING. W/T36 FACE, VISORS, BACKPLATE, LED, AND MA -5 MOUNTING. W/T51B FACE, VISORS, BACKPLATE, LED, AND MA -5 MOUNTING. W/T52 FACE, VISORS, BACKPLATE, LED, AND POLE MOUNTING E12 FACE WITH VISOR AND P2 MOUNTING, LED W/T19 FACE, LED 6 FT. X 6 FT., WITH 3 TURNS, ISMA 51-5 PREFORMED IN SUBBASE BELOW NEW PAVEMENT 6 FT. X 10 FT., WITH 3 TURNS, ISMA 51-5 PREFORMED IN SUBBASE BELOW NEW PAVEMENT SCHEDULE 40 PVC SCHEDULE 40 PVC SCHEDULE 40 PVC SCHEDULE 40 PVC IMSA 50-2 IMSA 19 OR 20, FOR PEDESTRIAN PUSHBUTTONS IMSA 19 OR 20 IMSA 19 OR 20 I/C #6 BARE COPPER I/C #8 BARE COPPER I/C #4 AWG COPPER USE I/C #6 AWG COPPER USE TRAFFIC SIGNAL QUANTITIES & NOTES 4217+00 N` 0 20 40 Ste. 42/9+30.90, 49.00 Lt. I Ea. Combination Mast Arm Signal And Lighting Pole, Type CUP -50-12 2 Ea. Traffic Signal, type TS -1, T36 ■ 4218+00 MATCH LINE STA. 132+00 2"-/37'—� Ste. 42/9+35.40, 54.40 U. I Ea. Pull Box, type PB -I 0 4219+I00 2"-7' 3"-73' 0 O&' OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 306-384-8750 PROJECT NO. SHEET NO. 0A/1 2002-0897 %.� Ste. 4220+16.60,104.50 U. l Ea. Pull Box, type PB -I 2 Ea. Vehicle Detector, Type A Preformed Ste. 4220+15.30,73.00 Lt. I Ea. Pull Box, type PB -I 2 Ea. Vehicle Detector, Type A Preformed Ste. 4222+53.70,19.60 Lt. 1 Ea. Pull Box, type PB -2 I Ea. Vehicle Detector, TYPE TD -3 Ste. 4220+72.10, 40.30 Lt. 1 Ea. Combination Mast Arm Signal And Lighting Pole, Type CMP -70-12 2 Ea. Traffic Signal, type TS -I, T36 I Ea. Traffic Signal, type TS -ILL, T51B 4221 +00 • m C- 4222+00 2" -Il' Ste. 4220+73.80, 29.60 Lt. I Ea. Pull Box, type PB -1 4 Ea. Vehicle Detector, Type A Preformed 2 Ea. Vehicle Detector, Type B Preformed 3"-103' Ifi Ste. 4219+14.50, 34.70 Rt. 1 Ea. Pull Box, type PB -I 4 Ea. Vehicle Detector, Type A Preformed 4 Ea. Vehicle Detector, Type B Preformed 2" /5' Ste. 42/9+18.90, 48.40 Lt. / II 2"-200' 2"-/82' x 42ND STREET x 3"-104' 3"-104' (2) 4"-l0' Ste. 4217+15.00, 33.30 Rt. I Ea. Pull Box, type PB -2 I Ea. Vehicle Detector, TYPE TD -3 Sta. 4216+76.90, 34.40 Rt. l Ea. Pull Box, type PB -1 Ste. 42/9+09.00, 48.00' Rt. I Ea. Traffic Signal Controller, Cabinet, and Pad, Type TC -2070. To Be In Accordance With NDOR Specifications and Approved Product Listing. Power Location (Fused Disconnect) CD Install Meter Pedestal Ste. 42/9+27.30, 48.10 Rt. 1 Ea. Combination Mast Arm Signal And Lighting Pole, Type CMP -70-12 2 Ea. Traffic Signal, type TS -I, T36 l Ea. Traffic Signal, type TS -ILL, T51B I Ea. Pedestrian Signal, type PS -I, Tl9 I Ea. Pedestrian Pushbutton I I I I I Ste. 4219+85.50,73.00 Rt. I Ea. Pull Box, type PB -I 2 Ea. Vehicle Detector, Type A Preformed I I Ste. 42/9+83.00,105.00 Rt. 1 Ea. Pull Box, type PB -1 2 Ea. Vehicle Detector, Type A Preformed MATCH LINE STA. 128+50 c-) 0 2"-143' NOTES: Ste. 4220+80.60, 30.10 Rt. I Ea. Pull Box, type PB -I Ste. 4220+72.40, 30.10 Rt. I Ea. Combination Mast Arm Signal And Lighting Pole, Type CMP -30-12 2 Ea. Traffic Signal, type TS -I, T36 1 Ea. Traffic Signal, type TS -IRR, T52 (on pole) I Ea. Pedestrian Signal, type PS -1, Tl9 1 Ea. Pedestrian Pushbutton Pavement Markings Are Shown For Display Purposes Only � Install Meter Pedestal And Service Conduit Per Hastings Utilities Standards Install Street Name Signs On All Four Mastarms, Over The Shoulder Or Curb All Traffic Signal Construction Shall Be Performed In Accordance With NDOR Standards/Specifications TRAFFIC SIGNAL PLAN HIGHWAY 281 & 92ND STREET eets*Signo102.dgn 132+00 133+00 134+00 MIN 135+00 0 20 40 / - 3/C I - 2/C DL CG *6 T 136+00 136+00 ci HIGHWAY 281 oASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 J. Sta. 137+20.80, 58.20 Lt. l Ea. Pull Box, type PB -1 137+00 Sta. 137+26.30, 58.20 Lt. 650' From Stop Bar, Center Pole Foundation 8' Off Of Shoulder I Ea. Pedestal Pole, Type PP -l0 l Ea. Traffic Signal, Type TS -2 El2 Face With Visor And P2 Mounting O N Q F— Lu U Q 138+00 139+00 140+00 I 2"-296' I - 2/C DL 141+00 Sta. 140+46.50, 57.80 Lt. l Ea. Pull Box, type P8-2 l Ea. Vehicle Detector, TYPE TD -3 Sta. 137+20.80, 0.00 Rt. l Ea. Pull Box, type PB -I HIGHWAY 281 —4 Sta.137+26.30, 0.00 Rt. 650' From Stop Bar, Center Pole Foundation In Center Of Median l Ea. Pedestal Pole, Type PP -l0 l Ea. Traffic Signal, Type TS -2, El2 Face With Visor And P2 Mounting TRAFFIC SIGNAL PLAN HIGHWAY 281 & 42ND STREET 123-E 00 Sta. 123+00.00, 0.00 Rt. 650' From Stop Bar, Center Pole Foundation In Center Of Median I Ea. Pedestal Pole, Type PP -l0 l Ea. Traffic Signal, Type TS -2 Ell Face With Visor And P2 Mounting / - 3/C CG #6 2"-6' /- 3/C — CG #6 124+C0 125+00 126+00 127+00 O&' OLSSON ASSOCIATES ENGINEERS — PLANNERS — SCIENTISTS — SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. 0A# 2002-0897 /7 N 0 20 40 128+00 Sta._1.23*06.00, 0.00 Rt. HIGHWAY 287 1 Ea. Pull Box, type PB G ufi1-- UGC L 2"-59' 1- 2/C DL Pull String G G Ste. 123*00.00, 58.40 Lt. 650' From Stop Bar, Center Pole Foundation 8' Off Of Shoulder l Ea. Pedestal Pole, Type PP -l0 l Ea. Traffic Signal, Type TS -2, El2 Face With Visor And P2 Mounting n &CAS UGC Sta. 119+75.00, 58.60 Rt. I Ea. Pull Box, type PB -1 1 Ea. Vehicle Detector, TYPE TD -3 twin Sta.123*06.00, 58.40 Lt. l Ea. Pull Box, type PB -I 120+0 3 121+00 UTE 10"w 2-544' I -3/C I -2/C DL CG #6 Pull String 8"GAS U TE-___ UGC w 122+00 G UGC----__ C I - 2/C DL Pull String uT w U GC G UTE w U G GC U fit 10"W TRAFFIC SIGNAL PLAN HIGHWAY 281 & 92ND STREET a a \a, 43 CABLE CONDUCTOR COLOR CODE Conductor Color NW POLE Terminations NE POLE Terminations SE POLE Terminations SW POLE Terminations BLACK SPARE SPARE SPARE SPARE WHITE COMMON COMMON COMMON COMMON RED 8 RED 2 RED 9 RED 6 RED GREEN 8 GREEN 2 GREEN 9 GREEN 6 GREEN ORANGE 8 AMBER 2 AMBER 4 AMBER 6 AMBER BLUE SPARE SPARE SPARE SPARE WHITE/BLACK SPARE SPARE 5 RT GREEN SPARE RED/BLACK SPARE SPARE 5 RT AMBER SPARE GREEN/BLACK SPARE 5 GREEN SPARE 1 GREEN ORANGE/BLACK SPARE 5 AMBER SPARE 1 AMBER BLUE/BLACK SPARE SPARE 9P WALK 4P WALK BLACK/WHITE SPARE SPARE 9P DW 4P DW / \ / - 3/C / - /2/C I - 2/C DL CG #6 2 -#4 SL MATCH LINE STA. 132+00 /37' / - 3/C I - 2/C DL —tb. CG #6 / - /2/C CG #8 2 -#6 SL /03' HIGHWAY 287 l - 2/C DL 132' I - 2/C DL / - /2/C CG #8 2 -#6 SL 5 2 2 8 8 / - 2/C / -/2/C CG #8 2 -#6 SL 200' 38' 6 6 / / - 2/C / - /2/C CG #8 2 -#6 SL 2 -SC #6 CG #8 2-SC#6 CG #8 I - 2/C DL 2-SC#6 CG #8 ■ 4 - 2/C DL 2-SC#6 CG #8 /0' 4P 2 -2/C 2 -3/C 4 - /2/C 11- 2/C DL CG #8 2 -SC #6 7/' / - 2/C / - 3/C 2 - /2/C 6 - 2/C DL CG #6 2 -#4 SL I - 2/C DL 4 4 /04' 4&5 4P - 3/C 2 - /2/C 5 - 2/C DL CG #6 2 -#4 SL MATCH LINE STA. 128+50 60' I - 2/C DL / - 3/C CG #6 PULL STRING ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 if PHASE DIAGRAM 0 20 40 8 92ND STREET ( 1 1 4 4/5 182' / - /2/C 4 - 2/C DL CG #6 2-#4 SL l - 2/C DL 2 42ND STREET Cable Designations C Is conductor lie- 3/C) CG is Circuit Ground DL is Detector Lead -/n Cable SL Is Street Light QI Install Meter Pedestal And Service Conduit Per Hastings Utility Standards 82 SIGNAL WIRING DIAGRAM HIGHWAY 281 & 42ND STREET 00208970rofficlegnkiignol Design V-8e5'heets*SIgnolDetolls0l.dgn SIG\AL H AD CO\FIGHATIO\ SY V 30LS S EXISTING PROPOSED DESCRIPTION "TS" - DENOTES "TRAFFIC SIGNAL" ASSEMBLY "PS" - DENOTES "PEDESTRIAN SIGNAL ASSEMBLY NUMERAL - INDICATES NUMBER OF SIGNAL HEADS PER ASSEMBLY SUFFIX "OP" (TS -*-OP) DENOTES OPTICALLY PROGRAMMED SIGNAL ASSEMBLY EB=1 P N TS -1 PS -1 TS -2 TS -3 TS -3 TS -3 (ALTERNATE) PS -3 TS -4 PPS < -®- f r — 1 PPB c )--C 0 --<`-ANCHOR GUY 0 O 0 { CONDUIT UNDER ROADWAY CONDUIT IN TRENCH OVERHEAD (AERIAL) CABLE DIRECT BURIED CABLE VEHICLE DETECTOR (INDUCTIVE LOOP TYPE) VEHICLE DETECTOR (MAGNETIC TYPE) VIDEO DETECTION ZONE PEDESTRIAN PUSH BUTTON ON POLE CONTROLLER CABINET AND PAD CONTROLLER CABINET ON POLE TRAFFIC SIGNAL HEAD TRAFFIC SIGNAL HEAD WITH BACKPLATE TRAFFIC SIGNAL HEAD WITH TURN ARROW AND BACKPLA TE "E° "T" "C" DETECTOR CAMERA PEDESTRIAN SIGNAL HEAD LUMINAIRE ON MAST ARM LUMINAIRE ON POLE TOP WOOD POLE WITH ANCHOR GUY PEDESTAL POLE METAL SPAN WIRE OR MAST ARM POLE AND FOUNDATION PULL BOX POLE FOUNDATION WITH SPARE CONDUIT BEND "-SPARE BEND SIGN \OTES POWER POLE TELEPHONE POLE HYDRANT 1. LAMPS FOR SIGNAL HEADS SHALL CONFORM TO THE STANDARD SET BY THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE). ALL LAMPS SHALL BE DESIGNED FOR 120 VOLT OPERATION AND HAVE A STANDARD BRASS SCREW BASE. THE LAMP SHALL HAVE A CLEAR GLASS ENVELOPE AND FURTHER BE IN COMPLIANCE WITH THE FOLLOWING: 2. TRAFFIC SIGNAL AND PEDESTRIAN S GNAL HEADS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION AVAILABLE FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND TO THE REQUIREMENTS FOR LENSES SET FORTH BY THE STANDARD FOR ADJUSTABLE FACE VEHICLE TRAFFIC CONTROL SIGNAL HEADS, LATEST EDITION, AVAILABLE FROM THE INSTITUTE OF TRANSPORTATION ENGINEERS. 3. REFER TO THE PLANS FOR SIGNAL HEAD TYPE, LOCATION AND FACE REQUIREMNENTS. E 36 T 36 o‘OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 19 STA\DASD SIG\AL FACE AA\GE vE\TS SIGNAL FACE \OTATION KEY X00 - ALL 8" SIGNAL LENS \\ IL -SIGNAL FACE ARRANGEMENT - ALL 12" SIGNAL LENS _ NUMBER OF LENS IN SIGNAL FACE - COMBINATION 8" & 12" SIGNAL LENS / El1 E12 T11 T12 E 31 C 31 T 31 • TS -1 • TS -1 9 0 E21 T21 BID ITEMS XS -0 *** "T" DENOTES TRAFFIC SIGNAL LENS ARRANGEMENT "P" DENOTES PEDESTRIAN SIGNAL NUMBER OF FACES VERTICAL SIGNAL HEADS E22 T22 4-10 E24 T24 T32 T 33 T34 S R Y G S Y G TS -1 TS -1L TS -1L TS -1R R Y G E25 T25 T41 S G E23 T23 [DONTWALK WALK T42 411), 0 TS-1LB TS-1RB HORIZONTAL SIGNAL HEADS T37 S R Y G TS -1L T47 S G TS-1LB 0 T38 S Y G TS -1L T48 0 TS-1RB PS -1 G e> T51 to\ 0 S Y G E20 T20 / i PS -1 T19 T52 T51A 0 0 TS-1LL TS-1RR POLE MOUNT ONLY T39 0 R Y G TS -1R 0 G SIGNAL FACE ARRANGEMENT LEGEND • 0 SOLID RED SOLID YELLOW SOLID GREEN S R RED ARROW Y YELLOW ARROW G GREEN ARROW Y G Y G J PS -1 45 0 TS-1LL T52A 0 0 TS-1RR Y G Y G T51B et• 0 TS-1LL T52B 41•\ 0 0 TS-1RR NOTE: PLAN REFERENCED FROM THE NEBRASKA DEPARTMENT OF ROADS, STANDARD PLANS, TRAFFIC ENGINEERING DIVISION. Y G SYMBOLS AND SIGNAL FACE CONFIGURATION NOMINAL SIGNAL LENS DIAMETER NOMINAL WATTAGE LIFE (HOURS) INITIAL LUMENS NOMINAL LIGHT CENTER LENGTH 8 INCHES 116 6000 1260 2 7/16 INCHES 12 INCHES 150 6000 1950 3 INCHES 2. TRAFFIC SIGNAL AND PEDESTRIAN S GNAL HEADS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION AVAILABLE FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND TO THE REQUIREMENTS FOR LENSES SET FORTH BY THE STANDARD FOR ADJUSTABLE FACE VEHICLE TRAFFIC CONTROL SIGNAL HEADS, LATEST EDITION, AVAILABLE FROM THE INSTITUTE OF TRANSPORTATION ENGINEERS. 3. REFER TO THE PLANS FOR SIGNAL HEAD TYPE, LOCATION AND FACE REQUIREMNENTS. E 36 T 36 o‘OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 19 STA\DASD SIG\AL FACE AA\GE vE\TS SIGNAL FACE \OTATION KEY X00 - ALL 8" SIGNAL LENS \\ IL -SIGNAL FACE ARRANGEMENT - ALL 12" SIGNAL LENS _ NUMBER OF LENS IN SIGNAL FACE - COMBINATION 8" & 12" SIGNAL LENS / El1 E12 T11 T12 E 31 C 31 T 31 • TS -1 • TS -1 9 0 E21 T21 BID ITEMS XS -0 *** "T" DENOTES TRAFFIC SIGNAL LENS ARRANGEMENT "P" DENOTES PEDESTRIAN SIGNAL NUMBER OF FACES VERTICAL SIGNAL HEADS E22 T22 4-10 E24 T24 T32 T 33 T34 S R Y G S Y G TS -1 TS -1L TS -1L TS -1R R Y G E25 T25 T41 S G E23 T23 [DONTWALK WALK T42 411), 0 TS-1LB TS-1RB HORIZONTAL SIGNAL HEADS T37 S R Y G TS -1L T47 S G TS-1LB 0 T38 S Y G TS -1L T48 0 TS-1RB PS -1 G e> T51 to\ 0 S Y G E20 T20 / i PS -1 T19 T52 T51A 0 0 TS-1LL TS-1RR POLE MOUNT ONLY T39 0 R Y G TS -1R 0 G SIGNAL FACE ARRANGEMENT LEGEND • 0 SOLID RED SOLID YELLOW SOLID GREEN S R RED ARROW Y YELLOW ARROW G GREEN ARROW Y G Y G J PS -1 45 0 TS-1LL T52A 0 0 TS-1RR Y G Y G T51B et• 0 TS-1LL T52B 41•\ 0 0 TS-1RR NOTE: PLAN REFERENCED FROM THE NEBRASKA DEPARTMENT OF ROADS, STANDARD PLANS, TRAFFIC ENGINEERING DIVISION. Y G SYMBOLS AND SIGNAL FACE CONFIGURATION 0020897etrofficwdgn*Signol Design V-B+SheetseSignoIDetcils02.dgn POLE MOUNTED BRACKET INSTALLATION B-1 WOOD POLES B-4 BRACKET ARM DETAIL SINGLE HEAD MOUNTING Z, SPAN WIRE MOUNTING DETAIL MA -5 ADJUSTABLE MAST ARM AND PEDESTAL POLE MOUNTING HORIZONTAL OR VERTICAL INSTALLATION LENGTH AS REQ'D FOR SPECIFIED SIGNAL MOUNTING HEIGHT STRANDED WIRE ONLY SW -3 DISCONNECT HANGER B-4 ALTERNATE SW -1 SINGLE-ENIRANCEJJANGER SW -2 DOUBLE ENTRANCE HANG R BREAK -AWAY TETHER CLAMP DETAIL DETAIL IS TYPICAL FOR 1 -WAY AND 2 -WAY SIGNAL HEADS VIEW IS OF 2 -WAY SIGNAL HEAD ASSEMBLY DOUBLE HEAD MOUNTING PEDESTAL POLE MOUNTING P-1 P-1 OFFSET USE WITH BACKPLATE P-2 USE WITH TWO HEADS P-3 USE WITH THREE HEADS REf CLAW BELow! 1NER U,BOL SIRE '/411 TO CO TORER 1/ CLAMP OILDVI L ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 2.0- TYPICAL .a TYPICAL ACCESSORIES ssssww /41/4 r. SERRATED 90° ELBOW SERF( ROTATABLE COUPLING IED LUCK -RING TYPICAL SIGNAL HEAD MOUNTING DETAIL SERRATED TEE CLOSURE ASSEMBLY GENERAL NOTES 1. PIPE COUPLINGS FOR SIGNAL BRACKETS SHALL BE EITHER 1 1/2 INCH OR 2 INCH DEPENDING UPON THE SIGNAL HEAD TO BE INSTALLED. SIGNAL BRACKETS SHALL BE FURNISHED BY THE MANUFACTURER OF THE SIGNAL HEADS. 2. UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL TRAFFIC SIGNALS MOUNTED ABOVE THE ROADWAY SHALL HAVE A HEIGHT OF 18'-0" + 6", ALL SIDE MOUNTED TRAFFIC SIGNALS A HEIGHT OF 10' AND PEDESTRIAN SIGNALS AT A HEIGHT OF 8' AS MEASURED TO THE BOTTOM OF THE SIGNAL HEAD HOUSING OR BACKPLATE. 3. THE TETHER CLAMPS USED ON SPAN WIRE INSTALLATIONS SHALL HOLD THE TETHER WIRE CLEAR OF THE SIGNAL BACKPLATES. CUTTING OR BENDING THE BACKPLATES TO CLEAR THE TETHER SHALL NOT BE ACCEPTED. 4. ONE-WAY AND TWO-WAY TRAFFIC SIGNAL HEADS INSTALLED ON SPAN WIRES SHALL BE EQUIPPED WITH A TETHER WIRE. THREE WAY AND FOUR WAY SIGNALS AND BEACONS SHALL NOT BE TETHERED. 5. SIGNAL HEADS SHALL BE HELD SECURELY IN POSTION BY USE OF SERRATED COUPLING OR OTHER HARDWARE RECOMMENDED BY THE SIGNAL MANUFACTURER. STUD STYLE HANGERS AND TETHER CLAMPS SHALL BE USED FOR SPAN WIRE MOUNTING. NOTE: PLAN REFERENCED FROM THE NEBRASKA DEPARTMENT OF ROADS, STANDARD PLAN 911-R1, TRAFFIC ENGINEERING DIVISION. SIGNAL MOUNTING X X X X MAST ARM LOADING CHART SIGNAL LOADING :RITERIA 1ST SIGNAL 2ND SIGNAL 3RD SIGNAL LT TURN SIGNAL POLE SHAFT TYPE MAST ARM SPAN NUMBER OF SIGNALS MINIMUM SPACING NUMBER OF 12" SECTIONS WITH BACK PLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACK PLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACK PLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACK PLATE WEIGHT (LBS.) CMP -1 20' 2 8' 3 50 3 50 - - - - 25' 2 8' 3 50 3 50 - - - - 30' 2 10' 3 50 3 50 - - - - CMP -2 35' 3 10' 3 50 3 50 - - 5 75 40' 3 10' 3 50 3 50 - - 5 75 45' 3 10' 3 50 3 50 - - 5 75 CMP 3 50' 4 10' 3 50 3 50 3 50 5 75 55' 4 10' 3 50 3 50 3 50 5 75 60' 4 10' 3 50 3 50 3 50 5 75 65' 4 10' 3 50 3 50 3 50 5 75 LUMINAIRE ARM SPAN (L) t RISE A 1 MAST ARM POLE SHAFT SCHEDULE SHAFT TYPE LENGTH MAST ARM ATTACHMENT HEIGHT BOLT CIRCLE BOLT HOLE DIA. BASE DIA. TOP DIA. ANCHOR BOLTS CMP -1 20' 18'-6" 16.5" 1 3/4" 11.00" 8.20" 1 1/2" X 54" X 6" CMP -2 20' 18'-6" 16.5" 1 3/4" 12.00" 9.20" 1 1/2" X 54" X 6" CMP -3 20' 18'-6" DESIGN PER AASHTO SPECIFICATIONS LUMINAIRE ARM SCHEDULE ARM SPAN RISE HEIGHT ARM SHAFT SIZE 8' 1'-4" 3.6" X 2.4" 10' 1'-8" 3.8" X 2.4" 12' 2'-0" 4.1" X 2.4" 15' 2'-6" 4.6" X 2.4" LUMINAIRE EXTENSION SCHEDULE BASE DIA. TOP DIA. LENGTH GAGE LUM. MNTG. HEIGHT 8.70" 7.51" 8'-6" 11 30' 8.70" 6.81" 13'-6" 11 35' 8.70" 6.11" 18'-6" 11 40' 8.70" 5.41" 23'-6" 11 45' 8.70" 4.71" 28'-6" 11 50' MAST ARM FOUNDATION REINFORCEMENT BAR USAGE BAR NO. QUANTITY LENGTH USAGE FOUNDATION DEPTH FOUNDATION DEPTH 8' 12' 8' 12' F-501 8 12 - - SQUARE FOUNDATION ONLY F-502 8 8 7'-4" 11'-4" VERTICAL BARS F-503 8 12 - - ROUND FOUNDATION ONLY REINFORCEMENT BAR BENDING DIAGRAM F-503 F-501 r 1 \ J " DIA. 2'-4" 12" LAP ■ 2'-4" 1/4" SS HEX HEAD BOLT THRU COLLAR AND POLE SHAFT SIGNAL MAST ARM SPAN (S) POLE CAP SEE NOTE 6 GROMMET SEE NOTE 5 10' —0" 8' -0" 4 1/2" DIA POLE SHAFT --71 SEE NOTE 6 FRANGIBLE BASE W/HAND HOLE 1" CHAMFER WHEN IN EARTH ANCHOR BOLTS CONDUIT BENDS SEE NOTE 4 CONCRETE FOUNDATION SEE NOTE 1 A ROADWAYROWN r GROUND ROD, 5/8" X 12' ANTI -SEIZE COMPOUND ON POLE THREADS DETAIL C PEDESTAL POLE, TYPE PP -"H" E LUMINARE MOUNTING HEIGHT TO &OSS +. SWEET VAIT XFCR 6'-0" - TO 6'-6" 3'-6" n U L h C POLE CAP W/SET SCREWS SEE NOTE 6 ZG� 111111111— ti 411 itt GROMMETS SEE NOTE 5 LIFTING HOOK AND WIRE SUPPORT 4 H.S. HEX HEAD BOLTS W/HEX NUTS FLAT & LOCKWASHERS GROMMETS SEE NOTE 5 LIFTING HOOK AND WIRE SUPPORT -441 SET SCREW 4 H.S. HEX HEAD BOLTS W/HEX NUTS AND LOCK WASHERS DETAIL A 5.50" BOLT CIRCLE W/CLEARANCE FOR 1"-8 UNC BOLTS DIA.3.0" LUMINARE EXTENSION BASE SECTION A -A Ot' OLSSON ASSOCIATES ENGINEERS — PLANNERS — SCIENTISTS — SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 2/ 4 1"-8UNC TAPPED HOLES ON 5.50" BOLT CIRCLE DIA. 3.0" SECTION D -D POLE BASE SEE POLE SHAFT SCHEDULE HEX NUT FOR LEVELING 2 1/2" LB N I V M cd CL U M 4 4 4 C 4 4 0 4 CONTROLLER PAD f 12" MIN V DETAIL B HAND HOLE SEE NOTE 7 A fro E -4-2' • SIGNAL POLE TOP SECTION B -B SET SCREW GROUND NUT SEE NOTE 12 ANCHOR BOLT COVER D 1" CHAMFER WHEN IN EARTH ALTERNATE GROUND ROD FOR FOUNDATIONS' GREATER THAN 8' DEEP F-502 BARS C MAST ARM SIGNAL POLE, TYPE MP -S OR COMBINATION MAST ARM SIGNAL F-503 BARS AND LIGHTING POLE, TYPE CMP -S -L ANCHOR BOLT CIRCLE CENTERED ON FOUNDATION SEE POLE SHAFT SCHEDULE a" ROUND FOUNDATION 3' SECTION C -C 4" MIN. E I 30" MIN CONDUIT BENDS SEE NOTE 4 ANCHOR BOLTS - GROUND ROD THRU CONDUIT AT CENTER OF FOUNDATION SEE NOTE 3 FOUNDATION SEE NOTE 1 F-502 BARS SQUARE FOUNDATION SECTION E -E F-501 BARS POLE FOUNDATIONS NOTES 1. THE POLE FOUNDATION MAY BE ROUND OR SQUARE. THE EXCAVATION SHALL BE TO THE NEAT LINES OF THE FOUNDATION. ONLY THE TOP TWO FEET MAY BE FORMED. THE PEDESTAL POLE FOUNDATION DOES NOT REQUIRE REINFORCEMENT BARS. FOUNDATION SHALL BE FLUSH WITH SURROUNDING CONCRETE SURFACE OR A MINIMUM OF 2" PROJECTION WHEN IN EARTH. PREFORMED EXPANSION JOINT FILLER SHALL BE USED WHEN ABUTTING SIDEWALK OR OTHER SURFACING MATERIAL. CONCRETE SHALL BE CLASS 47B-3000. 2. ANCHOR BOLTS SHALL BE THREADED. EACH ANCHOR BOLT SHALL BE SUPPLIED WITH TWO HEX NUTS AND TWO FLAT WASHERS. ANCHOR BOLTS SHALL BE 50,000 PSI MINIMUM YIELD STRENGTH. 3. THE GROUND ROD SHOULD BE PLACED BEFORE THE CONCRETE FOUNDATION IS POURED AND LOCATED AS SHOWN IN THE FOUNDATION DETAIL. IT SHALL EXTEND AT LEAST EIGHT INCHES ABOVE TOP OF FINISHED FOUNDATION AND SHALL EXTEND A MINIMUM OF EIGHT FEET BELOW THE FOUNDATION. THE GROUND ROD SHALL BE 5/8" X 12' FOR PEDESTAL POLE FOUNDATIONS, AND 5/8" X 17' FOR EIGHT FOOT FOUNDATIONS. THE GROUND ROD FOR 12 FOOT FOUNDATIONS SHALL BE 5/8" X 21' WHEN PLACED IN THE FOUNDATION OR 5/8" X 10' WHEN PLACED OUTSIDE OF THE FOUNDATION. WHEN THE GROUND ROD IS PLACED OUTSIDE OF THE FOUNDATION IT SHALL BE CONNECTED TO THE GROUND NUT IN THE POLE WITH #6 AWG BARE COPPER. 4. CONDUIT BENDS SHALL BE 90°. THEY SHALL BE LOCATED A MINIMUM OF 30 INCHES BELOW GROUND LEVEL. STANDPIPE CONDUIT A MINIMUM OF 2 INCHES ABOVE TOP OF FINISHED FOUNDATION. THERE SHALL BE A MINIMUM OF ONE SPARE CONDUIT BEND INSTALLED IN EACH FOUNDATION WITH BOTH ENDS PLUGGED AND FREE OF DEBRIS AND MOISTURE. POLE SPECIFICATIONS 5. TRAFFIC SIGNAL MAST ARMS, LUMINAIRE MAST ARMS, LUMINAIRE EXTENSIONS AND POLE SHAFTS SHALL BE SUPPLIED WITH 1" I.D. RUBBER GROMMETS FOR CABLE INLETS. SIGNAL MAST ARMS SHALL ALSO BE SUPPLIED WITH 1" RUBBER GROMMETS FOR THE NUMBER OF SIGNALS SPECIFIED IN THE LOADING CHART. ALL INLET HOLES SHALL BE DRILLED IN THE FIELD BY THE CONTRACTOR. 6. POLE CAPS SHALL BE PROVIDED WITH EACH POLE SHAFT OR LUMINAIRE EXTENSION, AND SIGNAL MAST ARM. 7. ALL HAND HOLES SHALL HAVE A MINIMUM OPENING OF 4" X 6". POLE SHAFTS AND LUMINAIRE EXTENSIONS SHALL BE SUPPLIED WITH HAND HOLE COVERS. THE HAND HOLE SHALL BE REINFORCED TO MAINTAIN FULL STRENGTH OF THE POLE. HAND HOLE SHALL BE LOCATED AWAY FROM TRAFFIC. 8. SIGNAL MAST ARMS SHALL HAVE A MAXIMUM RISE OF 5° UNLOADED AND A MINIMUM RISE OF 0° AT THE END OF THE MAST WHEN ARM FULLY LOADED. 9. EACH POLE SHAFT, LUMINAIRE EXTENSION, LUMINAIRE ARM AND SIGNAL ARM SHALL BE FURNISHED WITH ALL MISCELLANEOUS HARDWARE NECESSARY TO COMPLETE ASSEMBLY. 10. ALL MISCELLANEOUS STEEL HARDWARE AND THREADED FASTENERS OVER 3/8 INCH DIAMETER SHALL BE GALVANIZED TO COMPLY WITH ASTM -A 153. 11. THE POLE SHAFT, LUMINAIRE EXTENSION, LUMINAIRE ARM AND SIGNAL ARM SHALL BE GALVANIZED TO COMPLY WITH ASTM -A 123. 12. A GROUNDING NUT FOR ACCOMMODATION OF NO. 6 AWG COPPER WIRE SHALL BE PROVIDED ON THE INSIDE OF THE POLE SHAFT DIRECTLY OPPOSITE THE HAND HOLE OPENING. NO GROUNDING PROVISIONS WILL BE ALLOWED ON THE HAND HOLE FRAME. 13. TRAFFIC SIGNAL POLES SHALL BE DESIGNED TO CURRENT AASHTO STANDARDS. ANCHOR BOLT CIRCLE CENTERED ON FOUNDATION SEE POLE SHAFT SCHEDULE NOTE: PLAN REFERENCED FROM THE NEBRASKA DEPARTMENT OF ROADS, STANDARD PLAN 912-R9, TRAFFIC ENGINEERING DIVISION. TRAFFIC SIGNAL POLE DETAIL A 1/2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE 4" ril ' D i 12" MIN. COARSE AGGREGATE 1/2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE D 14" MIN. D A 1/2" CHAMFER WHEN IN EARTH //\\ 8" MIN. SECTION A -A PULL BOX, TYPE PB -1 24" MIN. A A 30" 6" MIN. 1 4 #3 REINFORCING BARS D #3 REINFORCING BARS AT 4" CENTERS 1 12" MIN. COARSE AGGREGATE • •D • •D A .•D 0 / / /// / / / 9 nO0°o �� o oboo °LySoo °�OeO00pOCJO 0pO0000000028°O8 00Q •. •D • • 1/2" CHAMFER WHEN IN EARTH S 30" MIN. 36" MIN. SECTION A -A 0 PULL BOX, TYPE PB -2 1/2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE 1 A BOX MAY BE CAST IN SIDEWALK OR MEDIAN WITH APPROVAL OF ENGINEER 11 1/2" MIN. A SEAL COVER WITH RUBBER SEALANT CAULKING 12" MIN. COARSE AGGREGATE 0 0 A 9000 o Oo o�� 006' eso os ojo00 o°Oo0 p° ops° 00 SECTION A -A 8o t 5" MIN. / 30" 2" MIN. 00 0° O PULL BOX, TYPE PB -4 �y\y� \\/ 12" MIN. COARSE AGGREGATE 4"MIN 000e00 00o 00130 O*, , A 1%0%//1"%////, a 00 o0 boo0a0°�o 0 0 000 00� SECTION A -A n i 2" MIN. 30" co PULL BOX, TYPE PB -6 NOTES Ot' OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. 0A# 2002-0897 1. ACCESS DUCTS, BENDS AND/OR SWEEPS, ARE SUBSIDIARY TO THE ITEM "PULL BOX, TYPE PB-*". 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 -1, PB -2 AND PB -4 5. CONCRETE SHALL BE CLASS 47B-3000. 6. PULL BOXES WHICH ARE INTENDED FOR INSTALLATION IN SURFACED AREAS, SUCH AS SIDEWALKS OR SURFACED MEDIANS, SHALL HAVE A LIP OR FLANGED EDGE FRAMING THE COVER OPENING TO PROVIDE A FLUSH, FRAMED SEPARATION BETWEEN THE SURFACING MATERIAL AND THE EDGES OF THE COVER. 7. PULL BOX COVERS SHALL BE EMBOSSED WITH AN ANTI -SLIP SURFACE PATTERN, AND SHALL FIT SUFFICIENTLY TIGHT TO PREVENT ENTRANCE OF RUN-OFF WATER. 8. SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. 9. PULL BOXES TYPE PB -1 AND TYPE PB -2, SHALL BE CAPABLE OF SUPPORTING VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPECIFICATIONS H-20 LOADING. 10. PULL BOX TYPE PB -4 SHALL BE CAPABLE OF SUPPORTING LIGHT VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPECIFICATION H-10 LOADING. TYPE PB -6 * FOR DETAILS ON PULL BOX PB -5, SEE POWER SHEETS. 11. 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. 12. 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. 13. 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). 14. 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. 15. 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. 16. 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. 17. 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. — FLEXIBLE GROUNDING CONDUCTOR, 24" NO. 6 AWG STRANDED COPPER BRONZE GROUNDING LUG (MAY BE BOLTED OR BRAZED TO RING AND COVER) D A rip a1rl. :07o0 02r° NO. 6 AWG GROUNDING CONDUCTOR 'ft;0000 It o>Or 0c. D • A G /< 002000 GROUNDI NG CONNECTI ONS FOR METAL FRAME AND COVER NOTE: PLAN REFERENCED FROM THE NEBRASKA DEPARTMENT OF ROADS, STANDARD PLAN 919-R3, TRAFFIC ENGINEERING DIVISION. PULL BOX DETAIL APPROXIMATE DIMENSIONS TYPE A B C PB -6 17" 30" 18" PULL BOX, TYPE PB -6 NOTES Ot' OLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND, NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. 0A# 2002-0897 1. ACCESS DUCTS, BENDS AND/OR SWEEPS, ARE SUBSIDIARY TO THE ITEM "PULL BOX, TYPE PB-*". 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 -1, PB -2 AND PB -4 5. CONCRETE SHALL BE CLASS 47B-3000. 6. PULL BOXES WHICH ARE INTENDED FOR INSTALLATION IN SURFACED AREAS, SUCH AS SIDEWALKS OR SURFACED MEDIANS, SHALL HAVE A LIP OR FLANGED EDGE FRAMING THE COVER OPENING TO PROVIDE A FLUSH, FRAMED SEPARATION BETWEEN THE SURFACING MATERIAL AND THE EDGES OF THE COVER. 7. PULL BOX COVERS SHALL BE EMBOSSED WITH AN ANTI -SLIP SURFACE PATTERN, AND SHALL FIT SUFFICIENTLY TIGHT TO PREVENT ENTRANCE OF RUN-OFF WATER. 8. SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. 9. PULL BOXES TYPE PB -1 AND TYPE PB -2, SHALL BE CAPABLE OF SUPPORTING VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPECIFICATIONS H-20 LOADING. 10. PULL BOX TYPE PB -4 SHALL BE CAPABLE OF SUPPORTING LIGHT VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPECIFICATION H-10 LOADING. TYPE PB -6 * FOR DETAILS ON PULL BOX PB -5, SEE POWER SHEETS. 11. 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. 12. 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. 13. 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). 14. 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. 15. 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. 16. 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. 17. 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. — FLEXIBLE GROUNDING CONDUCTOR, 24" NO. 6 AWG STRANDED COPPER BRONZE GROUNDING LUG (MAY BE BOLTED OR BRAZED TO RING AND COVER) D A rip a1rl. :07o0 02r° NO. 6 AWG GROUNDING CONDUCTOR 'ft;0000 It o>Or 0c. D • A G /< 002000 GROUNDI NG CONNECTI ONS FOR METAL FRAME AND COVER NOTE: PLAN REFERENCED FROM THE NEBRASKA DEPARTMENT OF ROADS, STANDARD PLAN 919-R3, TRAFFIC ENGINEERING DIVISION. PULL BOX DETAIL X X X X X EXPANSION JOINT OR CRACK LOOP WIRE IN CONDUIT SHALL BE TWISTED 3 TURNS PER FT VEHICLE DETECTOR, TYPE TD -5 B B SPLICE TO 2/C LEAD-IN CABLE (IMSA 50-2) 18" 1" DIA DRILL THRU PAVEMENT C 3/4" WIDE SAW SLOT ACROSS ALL CRACKS AND EXPANSION JOINTS (SEE DETAIL C) • D 0 �0�•1 �.I ill •%oO SOI DO Op O� 0•tOo°,0 oo>OL 0000 • 0 U D • D • • D • D • D 6• I 1 0,3 boo b oopc_ 000 0o0( X09)0 ' II LOOP WIRE IN CONDUIT SHALL BE TWISTED 3 TURNS PER FT D • SOFT PLUG TO PREVENT EPDXY FROM FILLING CONDUIT 3/4" CONDUIT SECTION B -B DD • D • •D'• D 2" DETAIL A D 3/4" FLEXIBLE NON-METALLIC TUBING CORROSION AND WEATHER RESISTANT WITH A NOMINAL WALL THICKNESS OF 1/16" LOOP DETECTOR SEALANT EXPANSION JOINT OR CRACK LOOP WIRE \\�`� j/� 3" MIN \\ �\ \ A D 6" MIN D SOFT PLUG TO PREVENT LOOP DETECTOR SEALANT FROM FILLING CONDUIT DETAIL C LOOP DETECTOR SEALANT l 1" MIN 2" MIN 3" MIN IN VICINITY OF EXPANSION JOINTS TO ALLOW FOR REQ'D CLEAR DISTANCE OF TUBING 3" MIN A 0 • D D D i D - D • D D D •••----- 3/8" MIN D " A 3/4" WIDE SAW SLOT ACROSS CRACKS AND EXPANSION JOINTS DETECTOR LOOP WIRE D D SECTION D -D CONCRETE LOOP DETECTOR SEALANT DETECTOR LOOP WIRE CHIP -OUT CORNER OR DRILL 2" DIA SAW CUT 3/8" MIN SECTION D -D ASPHALT cAOLSSON ASSOCIATES ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS 201 EAST 2ND STREET - GRAND ISLAND. NE 68801 - 308-384-8750 PROJECT NO. SHEET NO. OA# 2002-0897 2..3 VEHICLE DETECTOR, TYPE * PREFORMED SPLICE TO 2/C LEAD-IN CABLE (IMSA 50-2) 6" SPLICE TO 2/C LEAD-IN CABLE (IMSA 50-2) 24 4" MIN (TYP.) LOOP WIRE "- PREFORMED LOOP TWISTED 3 TURNS/FT 3/4" CONDUIT VEHICLE DETECTOR, TYPE TD -3 DUPLEX DETECTOR LEADS -- 2 EADS- 2" MAX LIP 1" TO 2" SEE PLANS FOR SPACING OF DETECTOR(S) IN CONDUIT II MAGNETIC DETECTOR NOTES J 1' MAX Q CAP 2" NON-FERROUS CONDUIT. CONDUIT SIZE SHALL BE INCREASED IF THE DETECTOR PROBE IS NOT EASILY MOVEABLE IN 2" CONDUIT. CONDUIT SHALL SLOPE TOWARD PULL BOX FOR DRAINAGE. 1. BACKFILLING SHALL BE DONE IN ACCORDANCE WITH THE NEBRASKA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 2. SPLICES. A. SPLICES TO THE DETECTOR LEAD-IN CABLE SHALL BE MADE WITH 3M "DBY" DIRECT BURY SPLICE KIT OR OTHER MECHANICAL CONNECTORS APPROVED BY THE NEBRASKA DEPARTMENT OF ROADS TRAFFIC SIGNAL ENGINEER. NO SPLICES SHALL BE MADE IN THE DETECTOR LEAD-IN CABLE. B. DETECTORS ARE NUMBERED ON THE TRAFFIC SIGNAL PLAN. COMMON NUMBERED DETECTORS SHALL BE CONNECTED IN SERIES. 3. PREFORMED LOOPS SHALL BE USED WHEN NEW PAVEMENT IS POURED, SAW CUT LOOPS ARE NOT AN ACCEPTABLE ALTERNATE TO PREFORMED LOOPS. 4. SAW CUTS. A. ALL SAW CUTS SHALL BE MADE WITH A WATER COOLED SAW BLADE. B. IMMEDIATELY BEFORE LAYING THE LOOP CABLE, THE SAW CUT SHALL BE THOROUGHLY CLEANED AND DRIED WITH HIGH PRESSURE COMPRESSED AIR. C. THE WIRE SHALL BE POSITIONED BY USE OF A BLUNT INSTRUMENT SO AS TO MINIMIZE THE CHANCE OF DAMAGE TO THE CABLE INSULATION (THE USE OF A SCREW DRIVER, SAWBLADE, ETC. WILL NOT BE PERMITTED). D. AFTER THE LOOP WIRE IS INSTALLED, APPROVED LOOP DETECTOR SEALANT SHALL BE USED TO FILL THE SAW CUT BEFORE MOISTURE OR DIRT CAN ACCUMULATE. LOOP INSTALLATION MAY BE RESTRICTED DUE TO ADVERSE CLIMATIC CONDITIONS (DAMPNESS, DUST, ETC.). E. AVOID CROSSING PAVEMENT JOINTS AND CRACKS. 5. TD -5 & PREFORMED LOOPS. A. LOOP SIZE AND LOCATION SHALL BE AS SHOWN IN THE PLANS. B. THE NUMBER OF TURNS OF WIRE SHALL BE AS INDICATED IN THE PLANS OF THE SPECIFIC INSTALLATION OR AS OTHERWISE SPECIFIED BY THE EQUIPMENT MANUFACTURER SUPPLYING THE LOOP DETECTOR AMPLIFIERS AND APPROVED BY THE TRAFFIC ENGINEERING DIVISION. ALL LOOP WIRE IN ADJACENT LOOPS SHALL BE LAID EITHER IN A CLOCKWISE OR COUNTER- CLOCKWISE DIRECTION AND THE LEADS TAGGED AT THE TIME OF INSTALLATION TO CLEARLY IDENTIFY THEIR DIRECTION. C. LOOP WIRE SHALL BE CONTINUOUS (NO SPLICES PERMITTED) FROM THE PULL BOX OR FOUNDATION THROUGHOUT THE LOOP CONFIGURATION. D. ELECTRICAL CONTINUITY TESTS SHALL BE PERFORMED FOR EACH LOOP. a. SERIES RESISTANCE OF LOOP SHALL BE LESS THAN 5 OHMS AND SHALL BE STEADY. b. INDUCTANCE OF THE FINISHED LOOP SHALL BE BETWEEN 100-850 MICROHENRIES. C. FINISHED LOOP MUST SHOW NO SHORTED TURNS, NO BROKEN WIRE AND 10 MEGOHMS (MINIMUM) RESISTANCE TO GROUND, MEASURED WITH A QUALITY MEGOHM METER. E. LOOP WIRE SHALL BE IMSA 51-5. NOTE: PLAN REFERENCED FROM THE NEBRASKA DEPARTMENT OF ROADS, STANDARD PLANS, TRAFFIC ENGINEERING DIVISION. DETECTOR DETAIL J J N 0 P z 0 0 \PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMAR SCALE: r=20' 0 10 20 SCALE IN FEET I fr I II -E- 40 / 4216+00 I DESCRIPTION OF EXISTING FACILITIES. EXISTING FACILITIES CONSIST OF (4) 250 WATT COBRA -HEAD LIGHT FIXTURES WITH 12'-0" MAST ARMS MOUNTED ON STEEL POLES. THE LIGHT POLES ARE INSTALLED ON BREAKAWAY TRANSFORMER BASES. POWER FOR THESE FIXTURES IS PROVIDED BY AN UNDERGROUND ELECTRIC SERVICE AT 120/240 VOLTS, ORIGINATING FROM THE NORTHEAST CORNER OF THE INTERSECTION. V / V - -- / V NOTES / / / 1. RELOCATED LIGHT POLES TO BE INSTALLED c/ ON BREAKAWAY TRANSFORMER BASES. 4217+00 4218+00 - I i I i I / / / / / i / / 2-#6 CU, 1-#6 CU GRD IN 1 1/2" C. N- O O to CAOLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 PROJECT NO. SHEET NO. OA# 2002-0897 2? SEE NOTE )4/1\ RP -4 to NOTE 1 4219+ 2-#6 CU, 1-#6 CU GRD. IN 1 1/2" C. CONTRACTOR TO ROUTE CONDUIT AND CONDUCTORS RELOCATED POLE RP -3 TO TRAFFIC SIGNAL PULLBOX MAKE NECESSARY ELECTRICAL CONNECTI EP ROW 0 4221+00 CONTRACTOR TO ROUTE CONDUIT AND CONDUCTORS FROM RELOCATED POLE RP -4 TO TRAFFIC SIGNAL PULLBOX AND MAKE NECEgSARY ELECTRICAL CONNECTIONS. E__ O FHT ROW a PRP NOTE: F--- SEE PAVING IMPROVEMENT PROJECT 2004-2 FOR TRAFFIC SIGNAL PLANS T AT THIS INTERSECTION. -mow v 0 0 CONTRACTOR TO ROUTE CONDI AND CONDUCTS'S FROM RE POLE RP -1 TO TRAFFIC SI I'1AL PULLBOX. PRO DE 2' AD CONDUCTOR LENGTH FOR ELECTRICAL CONN EC ON BY �CATED TIONAL THERS. LIGHTING CONTROL CENTER (BY OTHERS) 0 0 N C m PRP (1)-20 + 9Z = ld LEGEND EXISTING LIGHTING UNIT RELOCATED LIGHTING UNIT COMBINATION POLE TRAFFIC SIGNAL CONTROLLER -E 2/04/04 4:00 P.M. F 0 z PULL BOX EXISTING POWER POLE EXISTING LIGHTING UNIT TO BE RELOCATED LIGHTING CONTROL CENTER CONDUIT IN TRENCH E EXISTING LIGHTING CIRCUIT r CONDUIT UNDER ROADWAY — — CONDUIT JACKED C m N I I II II II I I� I I� I II II I I I I I I II II SEE NOTE UGE EXISTING UNDERGROUND ELECTRICAL TO LIGHTS BEING RELOCATED G EXISTING GAS LINE UTE EXISTING UNDERGROUND TELEPHONE W EXISTING WATER LINE SAN EXISTING SANITARY SEWER LINE 2 U, U GRD. 2" C. P 1 8 SEE NOTE 1 0 Wv CONTRACTOR To ROUTE CONDUIT AND CONDUCTORS FROM RELOCATED POLE RP -2 TO TRAFFIC SIGNAL PULLBOX AND MAKE NECESS•'Y ELECTRICAL CONNECTIONS ROW I2-#6 CU, 1-#6 CU GRD. IN 1 1/2" C. 0 RR -2 C) -60 CD ROW 0 � o 0GE HIGHWAY 281 { ROADWAY LIGHTING J J N 2/04/04 4:00 P.M. FILE: F;\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON,DWG 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 LISTED APPLICATIONS. CONDUCTORS 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 LISTED 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 ACCOMPLISHED BY (A) COLORING THE EXPOSED INSULATION RED (B) MARKING THE EXPOSED INSULATION WITH RED TAPE. SERVICE ENTRANCE: EQUIPMENT GROUND: POLE: BRANCH CIRCUIT FEEDER, INCLUDING NEUTRALS. COLOR CODES; TO BE DETERMINED BY CONTRACTOR PER NEC TO BE DETERMINED BY CONTRACTOR PER NEC NO. 12 AWG, THW OR THWN. USE OR XHHW (IN CONDUIT), SIZED AS SHOWN ON PLANS USE OR UF (DIRECT BURIED), SIZED AS SHOWN ON PLANS "NEUTRAL" -WHITE OR GREY; "INSULATED EQUIPMENT GROUND" -GREEN. "LINE 1 "-BLACK "LINE 2" -RED • !Se LUMINAIRE INLINE FUSE POLE DIRECTIONAL TAG ATTACHED TO CONDUIT CARRYING THE CONDUCTORS POLE WIRING SCHEMATICE (240 VOLT 2 -WIRE) LINE 1 LINE 2 EQUIP. GRND. TRANSFORMER GROUNDING FITTING CONNECTOR MANUF. CO. TGC2 OR ERITECH SN250N OR BLACKBURN TTC3 OR BURNDY EQC632C OR APPROVED EQUAL 13.13" SQUARE TOP PLAN OR COPPER GROUND WIRE COPPER GROUND WIRE SERVIT POST POLE GROUNDING CONNECTORS NO. 12 COPPER WIRE TO LUMINAIRE FUSE BUSS FNM 3.5 AMPS LITTLEFUSE FLM 3.5 AMPS GOULD TRM 3.5 AMPS OR APPROVED EQUAL ERITECH SSP5 OR BURNDY KC22B2 OR APPROVED EQUAL 18" PIG -TAIL NO. 12 COPPER WIRE RUBBER INSULATING BOOT BREAKAWAY RECEPTACLE FUSEHOLDER AND BREAKAWAY DISCONNECT BUSS HEB-AW-RLC-A LITTLEFUSE LEB-M-S GOULD GEB-M OR APPROVED EQUAL * 2 1/2 " DIA. X 3/8 " TK CONNECTING WASHER 1/4 " S.S. HEX HEAD BOLT RUBBER INSULATING BOOT FOR CONNECTING THREE OR MORE CIRCUITS: INSULATED, MULTI -CABLE, MECHANICAL CONNECTORS MAY BE USED. SEE GENERAL NOTE NO. 4. NOTE: (GROUND ROD) ERITECH 615800 OR BLACKBURN 6268 OR APPROVED EQUAL SEE GENERAL NOTE NO. 4 ■0- �0. .®C CK OLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 PROJECT NO. OA# 2002-0897 SHEET NO. 2S CONNECTOR MANUF. CO. WB585-WB58 OR ERITECH HDC 58-HD58R OR BLACKBURN J -AB 5/8 H OR BURNDY GKP635 OR APPROVED EQUAL GROUND ROD CLAMP FEEDER CABLE MECHANICAL CABLE CONNECTOR HMC SL3-2K UTILCO SLC-3-OAL-CU CMC SLK -1/01 OR APPROVED EQUAL CONNECTIONS FOR BREAKAWAY INSTALLATIONS 1" HEX NUT (CONNECTING BOLT) 0.50" - 13UNC TAPPED THRU HOLE FOR GROUNDING LUG * 2 3/4 " DIA. x 1/2 " TK HOLDDOWN WASHER ELEVATION HEX NUT (ANCHOR BOLT) SUPPLIED WITH TRANSFORMER BASE TRANSFORMER BASE INSTALLATION 15.38" SQUARE 14.08" SQUARE BOTTOM PLAN TRANSFORMER BASE INSTALLATION NOTES: 1. POLE FAILURES AND IRREGULAR BREAKAWAY PERFOMANCE CAN RESULT FROM IMPROPER INSTALLATION OF THE TRANSFORMER BASE. TO OBTAIN THE MAXIMUM CAPABILITY OF EACH BASE THE CONTRACTOR MUST COMPLY WITH THE FOLLOWING: (A) USE THE LARGEST POSSIBLE BOLT CIRCLES, BOTH TOP AND BOTTOM. (B) USE GALVANIZED STEEL WASHERS OF THE SIZE AND TYPE ILLUSTRATED. (THE HOLD DOWN AND CONNECTING WASHERS ARE USUALLY FURNISHED BY THE TRANSFORMER BASE MANUFACTURER). (C) INSTALL WASHERS EXACTLY AS SHOWN. (D) SHIM BETWEEN FOUNDATION AND TRANSFORMER BASE IF NEEDED USING ONLY REGULAR "U" SHAPED SHIM STOCK CAPABLE OF PROVIDING SUPPORT ON THREE SIDES OF THE ANCHOR BOLT. INSTALL WITH BACK EDGE OF SHIM FLUSH WITH BOTTOM EDGE OF TRANSFORMER BASE. (E) TORQUE ALL NUTS TO A MINIMUM OF 150 FT. LBS. 2. INSTALL BREAKAWAY TRANSFORMER BASE WITH DOOR OPENING ON SAME SIDE OF POLE AS HANDHOLE. 3. BOND EQUIPMENT GROUNDING CONDUCTOR TO TRANSFORMER BASE BY USE OF APPROVED GROUNDING CONNECTOR THREADED INTO TAPPED HOLE IN BASE. HIGHWAY 281 ROADWAY LIGHTING DETAILS J J 4:00 P.M. FILE: F:\PROJECTS\20020897\GIHSTWLMRT\DWG\PLANS\WALMART-CON.DWG •s 0 1 0 Cu BOLT CIRCLE 15" ANCHOR BOLTS 1" DIA. ANCHOR BOLT PROJECTION 2 3/4 " FINISHED GRADE z Cl 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 A BELL END -J SECONDARY CONDUCTORS M 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. (PASHTO M314, GR.55) HEAVY HEX GALVANIZED NUTS: (PASHTO M291, GR A) FLAT WASHERS GALVANIZED: (PASHTO M293) 1" CHAMFER 0 M \''\, \ _ 1 1/2 " CONDUIT FOR FEEDER CABLE 6-N0.6 BARS 4 NO.4 BARS 3" MIN. t B CONCRETE FOUNDATION RUBBER PLUG ENTRANCE TO ALLEN HEAD SET SCREW RANGE TAKING ROCKET CAP/SLEEVE (ALL CABLE ENTRANCE HOLES) EPDM WATERPROOF COVER GALVANIZED 8" MINIMUM CONNECTOR MANUFACTURING CO TYPE SSBC 350-L OR HMC MANUFACTURING CO. TYPE RXL - SERIES 350 OR ERITECH ESP-UPP 350-10 OR APPROVED EQUAL SUBMERSIBLE TYPE MECHANICAL CONNECTOR MEETING ANSI 119.1 REQUIREMENTS URD CONNECTOR IN PULL BOX t 0 ir) 4' I� ANCHOR BOLT DETAIL RELOCATE EXISTING ROADWAY LIGHTING UNITS UNIT EXISTING STATION UNIT NEW STATION W EP -1 129+46.50, 56.99 LT. RP -1 128+12.49, LT. 15' EP -2 129+47.79, 57.50 RE RP -2 129+0.32, RT. 15' EP -3 130+67.89, 57.00 LT. RP -3 130+96.44, LT. 15' EP -4 130+67.31, 58.23 RT. RP -4 131+92.17. RT. 15' FOUNDATION MUST BE FLUSH WITH FINISHED GRADE STUB OF BREAKAWAY SUPPORT 7- 4" MAX. ANY SUBSTANTIAL REMAINS OF A BREAKAWAY DEVICE, AFTER BEING BROKEN AWAY, SHALL NOT PROJECT MORE THAN 4 INCHES ABOVE A 60 -INCH CHORD ALIGNED RADIALLY TO THE CENTERLINE OF THE HIGHWAY AND CONNECTING ANY POINT, WITHIN THE LENGTH OF THE CHORD, ON THE GROUND SURFACE ON ONE SIDE OF THE SUPPORT TO A POINT ON THE GROUND SURFACE ON THE OTHER SIDE. GROUND LINE BREAKAWAY SUPPORT STUB CLEARANCE DIAGRAM SLOPE VARIES FOUNDATION MUST BE FLUSH WITH FINISHED GRADE SLOPE vpR\ES /T M \ X O 0_ a a a TRANSITION SLOPE SLOPE 44c-z3 APPROX. 5' VARIES NotS TRANSITION SLOPE LIGHT POLES LOCATED ON SLOPE CA. OLSSON ASSOCIATES CONSULTING ENGINEERS 201 E. 2nd St. Grand Island, NE 68802 PROJECT NO. OA# 2002-0897 SHEET NO. 2G 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 WIN 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 LIVE 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 METALUC 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) METALLIC CONDUIT WHEN USED SHALL BE TYPE GRS OR IMC. (E) GALVANIZED INTERMEDIATE METAL CONDUIT (IMC) MAY BE USED IN LIEU 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 METALUC 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 FINAL INSPECTION. ROADWAY LIGHTING 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. HGHWAY 281 ROADWAY LIGHTING DETAILS n ui x cc Q U) I Q J a 3 F- C5 0) a 0 0 0 u r� 0 0 n 1 U- PROJECT NO. SHEET NO. 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