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HomeMy WebLinkAboutURB-7552(1)JOsetfrle.Cgn 400 INDEX OF SHEETS SHEET NO 1 TITLE PAGE 2-T TYPICAL CROSS SECTIONS 2-S SUMMARY OF QUANTITIES 2-W1 2-W3 WETLANDS 2-H HORIZONTAL CONTROL 2-.N1 - 2-N2 GENERAL INFORMATION 2-P1 - 2-P7 PHASING PLANS --TRAFFIC CONTROL PLAN 2 -Li - 2 -LB GEOMETRICS, JOINTS, & GRADES 2-L9 - 2-L16 CONSTRUCTION & REMOVALS 2-L17 - 2-L22 STORM SEWER PLAN 2-L23 - 2-L30 EROSION CONTROL PLAN 3 - 11 PLAN & PROFILE SHEETS 12 - 19 PAVEMENT MARKING PLAN 20 - 30 LIGHTING PLAN 31 - 36 DRAINAGE STRUCTURE CROSS SECTIONS 37 - 38 SPECIAL PLAN 1C 6' X 6' TRIPLE SPAN RC BOX CULVERT STA 117+55.06 39 - 40 SPECIAL PLAN 2C 6' X 4' SINGLE SPAN RC BOX CULVERT STA 13S.S6 68 41 SPECIAL PLAN 3C EROSION CHECKS (ALL TYPES) & FABRIC SILT CHECKS R1 - R6 RIGHT-OF-WAY PLAN X1 - X29 CROSS SECTIONS STANDARD PLANS 301-R10 (3 SHEETS) PAVEMENT DETAILS 303 (2 SHEETS) CURB RMP 309 MAILBOX SUPPORT POST 329-R9 (4 SHEETS) B TO 16 INCH CONCRETE PAVEMENT 410-R3 (2 SHEETS) FLARED ENO SECTIONS FOR CULVERT PIPES 411 (4 SHEETS) BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE 425-R4 COLLARS AND ELBOWS FOR CONCRETE PIPES 435-R1 (3 SHEETS) MANHOLE 443-R8 (2 SHEETS) CURB INLETS AND JUNCTION BOX 501 -RS (3 SHEETS) EROSION CONTROL 914-R6 PULL BOX DETAIL 920-R5 (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE 921 -RS (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE 923 TRAFFIC CONTROL --ROAD CLOSURE 924 (3 SHEETS) TYPICAL URBAN TRAFFIC CONTROL PLAN CONVENTIONAL SIGNS R"O.W. LEGEND FENCE OA VI OR WIRE GUARDRAIL TRAVELED WAY DIKE CULVERT POWER POLE IELEPNONE PCLE MAILIXE RAILROAD TRACKS LAIN TASTE - CONIFEROUS 0_00 I,EY CONTROLLED ACCESS PREVIOUS CORTROLLEO ACCESS LIMITS OF CONSTRUCTION PREVIOUS R 0 X. EXISTING PERMANENT EASEMENT TEMPORARY EASEMENT EXCESS TAXING PERMANENT EASEMENT EXISTING RAILROAD EASEMENT NEW RAILROAD PERMANENT EASEUENI STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION EAST . JOCHLAND ROAD QTS=281 Na Pi AVE. HAS ?NGS ADAMS COUNTY R 10 Yl R9 H 4'^.J Fox Run SIi D::- Ouail Cr (.o rt.; ._Rd 0 ti Club pl. a� ETcadav- -o Lurk Clr aC -\ 2 0 BEGIN PROJECT STA, 101+49,54 19 19 Wildflower Avenue 20 201 Lcchland Rd REFERENCE POST HU. TO REFERENCE POST NO, EXCEPTIONS: FROM STA, TO STh, TOTAL NET LENGTH OF PROJCC F: 3,750.46 FEET 0.,10 MILES 30 29 La END PROJECT STA, 139+00.00 Columbine Avenue m 0.0 0. co I— PROJECT N0, SHEET NU. URB -755211) s CONTROL NO. 42525 ♦ CONTROL NO, 11 CONTROL NO. THE 2007 EDITION OF THE NEBRASKA STANDARD SPECIFICATIONS MID THE SPECIAL PROVISIONS APPLY TO THIS PROJECT, THE WORK ON THIS PROJECT CONSISTS OF GROUPS 1 -GRADING, 3 -CONCRETE PAVEMENT, 4 -CULVERTS, BB -ELECTRICAL, L I0 -GENERAL L GROUPS 13.4,BB, A 10 ARE INCLUDED III THE LETFING OF JULY 21, 2011 A. GROUPS ARE INCLUDED IN THE LETTING OF ® GROUPS ARE INCLUDED IN THE LETTING OF DESIGN DESIGNATION LOCAL ROADS AND STREETS 61UIUCIPAL TRAFFIC YEAR• 2011 2031 ADT: 1 500 2 000 DOW 110 150 T: 5 "6 0: '6 rl.E.C, COLI ECTOR WORK ON THIS PROJECT IS AUTHORIZED PURSUANT TO THE CONDITIONS STIPULATED III THE ARMY CORPS OP ENGINEERS GENERAL/NATIONWIDE/INDIVIDUAL PERMIT 1111111111 r11111111111111/Ra n\a 35D_GEr m S\` 8' (TYP.) 40 1 7 Ct. STREET 13- 6' (TYP.) 10' (TYP.) PROJECT NO. SHEET NO URB -7552(1) 2-I' 2 C N 42525 SHOULDER 7- 0 c 05-4 0% 117T Ih II II II II III EI 6- INTEGRAL CURB (TYP) 2.0% LONGITUDINAL JOINT 14/ TIE BAR (TYP.)- PROFILE PT 2.0% 6" INTEGRAL CURB (TIP ) - SHOULDER 3 2.0% II I I IR it III_q IL- _III //p .i B" DOWELED PC CONCRETE PAVEMENT Z 0 C 0, 2" SUBGRADE PREPARATION 33 HIKE/BIKE TRAIL - 6' PC CONCRETE BIKEWAY 2.0 6' SUBGRADE PREPARATION cc B' (TYP.) LOCHLAND ROAD EAST TYPICAL SECTION STA. 101+50 TO STA. 107+00 NOT TO SCALE 10' E STREET 10 6 (TYP.) 4�. z NOTE; TYPICAL FROM STA. 107+00 TO 109+00 TRANSITION ROADWAY FROM 40' TO 36' WIDE BACK TO BACK 10' (TYP.) 2 SHOULDER 2.0% TYP. 6' INTEGRAL CURB (TY ) LONGITUDINAL JOINT WI TIE BAR (TYP ) 2.0% PROFILE PT. 2.0% 6" INTEGRAL CURB (TYP ) /// SHOULDER 3 2.0% 1£ 8' DOWELED PC CONCRETE PAVEMENT 33' 0 2' SUBGRADE PREPARATION 33 fI HIKE/BIKE TRAIL - 6' PC CONCRETE BIKEWAY • 2.0% 6" SUBGRADE PREPARATION • NOT BUILT FROM STA 131+37 TO STA. 135+67 R LOCHLAND ROAD EAST TYPICAL SECTION STA. 109+00 TO STA. 114+75 &STA. 123+22 TO STA. 135+67 NOT TO SCALE 36 10' (TYP.) NIKE/BIKE TRAIL 6' PC CONCRETE BIKEWAY LONGITUDINAL JOINT WI TIE BAR (TYP ) 2 z 2.0% • 0 CC z B' DOWELED PC CONCRETE PAVEMENT 33' LOCHLAND ROAD EAST TYPICAL SECTION STA. 114+75 TO STA. 123+22 NOT TO SCALE 12' SUBGRADE PREPARATION" 33 6" SUBGRADE PREPARATION ,n W H C U in 0 tnC 0 II r2 8 0 0 0 to REVISIONS TYPICAL CROSS SECTIONS N I - Z W LN LU N LU 0 0_ Z 0. 0 ,, Z_ 5 ?Ni aL0 N )-m Tn cc W � 0 Z CL �' Z aI 0 d 0 O J (N ASTINGS, NE THAT er. LH cAttLed er GO( LTATOTOLY ROT OKJOL ty TAG Iom craM. n WWI TAT date SHEET 2-T 0 C V u GRADING ITEMS GROUP 1 ITEM MOBILIZATION LARGE TREE REMOVAL GENERAL CLEARING AND GRUBBING REMOVAL OF UNSUITABLE MATERIAL WATER EARTHWORK MEASURED IM EMBANKMENT REMOVE PAVEMENT REMOVE DRIVEWAY REMOVE FENCE REMOVE RETAINING WALL 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 24" FLARED -END SECTION EROSION CONTROL, CLASS 1D EROSION CHECKS, TYPE SYNTHETIC 24" CULVERT PIPE, TYPE 3,4 OR 5 36' CULVERT PIPE, TYPE 3,4 OR 5 PAVEMENT ITEMS GROUP 3 ITEM MOBILIZATION GRAVEL SURFACE COURSE REMOVE AND RESET MAILBOX DETECTABLE WARNING PANEL 6' CONCRETE CLASS 478-3000 BIKEWAY CONCRETE CLASS 470-3500 DRIVEWAY CONCRETE CLASS 47B -HE -3500 DRIVEWAY CONCRETE FOR HEADERS, CLASS 47B-3500 B" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 REMOVABLE BOLLARD ARROW. POLYUREA PAVEMENT MARKING, GROOVED 4" WHITE POLYUREA PAVEMENT MARKING, GROOVED 12" WHITE POLYUREA PAVEMENT MARKING, GROOVED 4" YELLOW POLYUREA PAVEMENT MARKING, GROOVED WATER EARTH SHOULDER CONSTRUCTION SUBGRADE PREPARATION FLY ASH SEEDING, TYPE C MULCH ADJUST WATER VALVE BOX TO GRADE ADJUST GAS VALVE BOX TO GRADE SUMMARY OF QUANTITIES QUANTITY UNITS 1 000 LS 20 000 EACH 1 000 LS 1,000 000 CY 60 000 MGAI 9,600.000 CY 716 000 SY 154 000 SY 31 000 LF 74 000 LF 64 000 LF 4 000 EACH 3.075 000 SY 1,795 000 LF 60 000 LF 20 000 LF QUANTITY UNITS 1 000 LS 350.000 TON 8 000 EACH 60 000 SF 3.155 000 SY 295 000 SY 148 000 SY 2 860 CY 14,512 000 SY 609 000 SY 3 000 EACH 5 000 EACH 307 000 LF 44 000 LF 8.186 000 LF 64 000 MGAL 68 340 STA 15,564 000 SY 750 000 TON 3 000 ACRE 6.000 TON 12.000 EACH 8 000 EACH CULVERT ITEMS GROUP 4 ITEM MOBILIZATION CURB INLET MODIFY CURB INLET MANHOLE AT STA 101+85 4 LT MANHOLE AT STA 113+50 RT MANHOLE AT STA. 116+00 RT MANHOLE AT STA. 122+95 RT MANHOLE AT STA 123+49 LT MANHOLE AT STA 125+12 5 RT MANHOLE AT STA 130+80 RT MANHOLE AT STA 131+28 RT. MANHOLE AT STA. 135+16 25 RI. REMOVE AND SALVAGE FLARED -END SECTION EXCAVATION FOR PIPE, PIPE -ARCH CULVERTS, AND HEADWALLS EXCAVATION FOR BOX CULVERTS CLASS 470-3000 CONCRETE FOR BOX CULVERT CLASS 470-3000 CONCRETE FOR CONCRETE COLLARS REINFORCING STEEL FOR BOX CULVERT REINFORCING STEEL FOR COLLARS 15" FLARED -END SECTION 24" FLARED -END SECTION INSTALL 24" CONCRETE FLARED -END SECTION 48" ROUND EQUIVALENT CONCRETE FLARED -END SECTION CURB INLET SEDIMENT FILTER REMOVE STRUCTURE AT STA 117+55 15' STORM SEWER PIPE, TYPE 1,7 OR 8 18- STORM SEWER PIPE, TYPE 1,7 OR 8 24" STORM 5EWER PIPE, TYPE 1,7 OR B 30" STORM SEWER PIPE, TYPE 1,7 OR 8 48" ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 1 1/4" GAS LINE GAS LINE CONNECTION RELOCATE FIRE HYDRANT REMOVE GAS LINE QUANTITY UNITS 1 000 LS 14.000 EACH 2 000 EACH 1 000 EACH 1 000 EACH 1 000 EACH 1 000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1 000 EACH 1 000 EACH 2.000 EACH 231.000 CY 330.000 CY 219 150 CY 1 590 CY 18,510.000 LB 129 000 LB 4 000 EACH 2 000 EACH 2 000 EACH 2 000 EACH 16 000 EACH 1 000 EACH 451 000 LF 302 000 LF 868 000 LF 172 000 LF 71 000 LF 376 000 LF 2 000 EACH 6 000 EACH 376 000 LF ELECTRICAL ITEMS GROUP 8B ITEM MOBILIZATION PULL BOX, TYPE P8-5 STREET LIGHTING UNIT, TYPE SL -BT -40-12-0 25 LIGHTING CONTROL CENTER, TYPE R 1 1/2 -INCH CONDUIT IN TRENCH 1 1/2 -INCH CONDUIT UNDER ROADWAY 3 -INCH CONDUIT UNDER ROAD'W'AY STREET LIGHTING CABLE, NO 2 USE STREET LIGHTING CABLE, N0 6 BARE STREET LIGHTING CABLE, NO 6 USE RELOCATE STREET LIGHTING UNIT GENERAL ITEMS GROUP 10 ITEiM BARRICADE, TYPE II BARRICADE, TYPE III SIGN DAY CONTRACTOR FURNISHED SIGN DAY FLASHING ARROW PANEL FLAGGING FIELD OFFICE TRAINING MOBILIZATION PROJECT NO. SHEET N0. 7552(I) 2-5 C N 42525 QUANTITY UNITS 1 000 LS 3 000 EACH 23 000 EACH 1 000 EACH 3,174 000 LF 239 000 LF 90 000 LF 6,680 000 LF 3,593 000 LF 506 000 LF 1 000 EACH QUANTITY UNITS 1,700.000 BOA? 3,210 000 BDAY 5,272 000 EACH 1,175.000 EACH 34 000 DAY 20 000 DAY 1 000 EACH 500 000 HOUR 1 000 LS • o 81350_AERIAL 81150 PSTRM 81350_ PPREL 81350 PRwAy Lu to - *LIE -In 11 00 0. Stol 15 to 01 :11 50 0 00 1)1; .„- PROJECT HO URB -7552(1) CA 12525 SHEET 7- In/2 1.914+' I .• • ,...-•••-• • • - 4 _SIi uul I_ . ._ , i _.__ _ _ __— _ — . _ _. ___ . II' IISI , r - I I _ , ,-, _ , - 1 —.- _ 1:— -- — _ I ' _ — — _ . . ) (4(Th. • - _ • - .. _ • - • . • /11/11 I , 0 SI -I EE T 2-VV2 C) (.7 E.,tE .f.E.,... I 4,7, 'A. 0 fE ... ... ''',2'-,,,, ). ..,, ......t.,..L ,,..../...:L070 -,.1.0..)'—'7,-)--t,- ..-a • ci it Lit CL ci ci F 0 In In Li ii U) El ?-1 U- = "I Oat ci JO ci ER LiCE•0 E / PROJECT NO URB -7552( C N SHEET NO 2-W3 • Pi -.- -vc ' . • , P Irl '711 1. k' 4-4' .4 10 - • .------- I— CCI TITIT ELI (i) 0 cc LI [0 cc tr. REVISIONS 0 Ci -'C CO cc cr CC) CO SI-IEET 81350_PSIRM 2 nl .4W w =AAo .I vE N R_ 00 Mm %O 43 0 to Ti oE rl Iry 0 1.3 N 00 LL:a ALIGNMENT CONTROL (� P I. STA. 100+00 N 15290.15 E 15376 76 02 P I. STA. 107+00 A = 0'34'23" RT N 15286.92 E 16076 78 03 P1. STA. 109+00 A = 034'23" LT N 1528228 E 16276.74 ® P1 STA. 123+70.62 LOCHLAND ROAD = P I. STA. 300+00 W8.OFLOWER AVENUE N 1526288 E 17747 22 05 P STA 131+03.18 LOCHLAND ROAD = P I. STA. 500+00 FIRST AVENUE N 15252.39 E 1847965 © P I. STA. 136+00 N 15245.32 E 18976 39 07 P I. STA. 139+00 N 1523704 E 19276 31 OB P I. STA.. 150+15.92 N 15221.15 E 20392.12 A = 0`45.50' RT A = 0'45'50' LT 100 00 101+00 102+t0 103+00 104+00 105+00 106+00 107+00 106+00 109+00 110+00 111+00 112+00 113+00 1144 -nn 115+00 116+00 117+00 116+00 OSBORNE DRIV U.S. HIGHWAY/1134/261 LOCHLAND EAST SUBDIVISION GI WAN -RGA9:EAST MIKE SPADY SUBDIVISION ALIGNMENT CONTROL O9 P.I. STA. 300+51.98 A = 508•48* RT, N 15310.85 E 17747 42 P.I. STA. 301+7214 A = 523'49" LT N 1543049 E 17758,71 Q P.I. STA. 307+00 N 15958.34 E 17758,65 © P1. STA. 502+98 N 14954,47 E 18475 41 19+00 120+00 + S 1+00 122+0051 Im A • CONTROL POINTS 0 CONTROL POINT y7 N 15230.41 E 18879,15 ELEV 1909.52 08 CONTROL POINT d8 N 1524724 E 17907.33 ELEV 1919.56 09 CONTROL POINT #9 N 15258.68 E 17027.06 ELEV. 1916 49 10 CONTROL POINT il0 N 15271.65 E 15866.28 ELEV 1943.40 0 CONTROL POINT #11 N 15299 89 E 15304.97 ELEV 1936.42 CONTROL POINTS 32 SE CORNER FRACT. SEC. 19 TON R9W N 15258.88 E 17747.20 ELEV 191975 33 SE CORNER 511% SEC. 20 TEN ROW N 15221.20 E 20392.17 ELEV 1918 84 40 SW CORNER FRACT. SEC. 19 T8N R9W N 1529015 E 15376.76 ELEV 193617 00 BM 0250 N 15399.96 E 17665.17 BEV 192053 PROJECT NO SHEET NO UR6-7552(1) 2-H C N 42525 N I = 150' 0' 75' 150' 300' SCALE IN FEET 00 125+00 125+00 127+00 120+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 130+00 139+00 149+00 150+00 LOT 1 8d LOT 2 FLEHARTY SUBDIVISION LOT 4 THOM SUBDIVISION Z W Q LOT 1 0 BOHLEI UBOIVIS LOT 2 MIN ar COLUMBINE A REVISIONS HORIZONTAL CONTROL 1n H Z W N W U7 W 0 • • • Z o_U 2 (7 Z j .e1 ( Q d ti • p7' c n 0 O Z ct H U zaZ 0 Q cc I 0- U 0 J O HASTINGS, NEBRASKA SHEET 0 w In 0 `e gt.'m . ..tx an 0 o— B o -s Vc 00 EXISTING 12" GATE VALVE ADJUST VALVE BOX TO GRADE USE VALVE BOX ACCESS COVER DETAIL ., ON THIS SHEET WHEN VALVE BOX IS • LOCATED IN TRAIL PAVEMENT o is 4 z EXISTING 12" DIP. u WATER MAIN 0 cowl • EXISTING LOCATION • OF ARE HYDRANT a EXISTING 12" GATE VALVE ADJUST VALVE BOX TO GRADE USE VALVE BOX ACCESS COVER DETAIL ON THIS SHEET WHEN VALVE BOX IS LOCATED IN TRAIL PAVEMENT EXISTING 12'96" IA J TEE REMOVE EXISTING 6" SWIVEL ELL AND SALVAGE TO HASTINGS UTILITIES NEW 6" RESTRAINED JOINT DIP LENGTH AS NEEDED '- EXISTING 6' GATE VALVE USE VALVE BOX ACCESS COVER DETAIL ON THIS SHEET WHEN VALVE BOX IS LOCATED IN TRAIL PAVEMENT NEW LOCATION OF FIRE HYDRANT. TURN HYDRANT SO PUMPER NOZZLE FACES ROAD. INSTALL HYDRANT EXTENSION IF NECESSARY EXISTING 6"x36" SWIVEL ADAPTER .71 EXISTING 6' FIRE HYDRANT \- ROW LINE NOTE: ALL PIPE. FITTINGS. VALVE BOX EXTENSIONS, AND BARREL EXTENSIONS ARE SUBSIDIARY TO RELOCATE EXISTING FIRE HYDRANT ASSEMBLY. ANY TRACER WIRE WILL BE SUPPLIED AND INSTALLED BY HASTINGS UTIMTIES. CONTRACTOR IS RESPONSIBLE FOR CONTACTING HASTINGS UTILITIES DURING CONSTRUCTION REGARDING RELOCATING TRACER WIRE LOCATING STATION RELOCATE EXISTING FIRE HYDRANT ASSEMBLY DETAIL NOT TO SCALE CLEANOUT RING & SOLID COVER TO 7 - BE CENTERED OVER EACH VALVE BOX WHEN LOCATED IN CONCRETE PAVEMENT OR TRAIL. COVER SHALL BE FLUSH WITH CONCRETE SURFACE PROPOSED CONCRETE PAVEMENT OR TRAIL EXISTING VALVE BOX VALVE BOX ACCESS COVER DETAIL NOT TO SCALE CONNECT TO /EXISTING GAS E LIE/ER/REGULATOR — 11 9/16" —I — 10 5/8' —121/8'- 15 3/B' NOTE: HEAVY DUTY TOTAL WE - 7011 CLEANOUT RING & COVER DETAIL NOT TO SCALE 11_17 IF'.HE •B" M S' PE GAS SERVICE (FIELD VERIFY) EXISTING GAS MAIN J NOTES: 1 ALL WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR CONNECT TO EXISTING VALVE 2 CONTRACTOR IS TO COORDINATE WITH SOURCE GAS BEFORE COMMENCING WORK 3, CONTRACTOR IS RESPONSIBLE FOR DISCONNECTING EXISTING SERVICE LINE AT EXISTING METER/REGULATOR AND AT EXISTING VALVE THIS WORK SHALL BE SUBSIDIARY TO GAS LINE CONNECTION 4. CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF THE EXISTING SERVICE LINE. 5. CONTRACTOR SHALL GIVE HOME OWNER 24 HOURS NOTICE PRIOR TO COMMENCING WORK AND ARRANGE TO RELIGHT ALL PILOT UGHTS AFTER NEW CAS LINE IS INSTALLED 1Y.;' GAS LINE DETAIL NOT TO SCALE EXISTING GAS UNE JOINT SEALANT 1 PROPOSED 6' PC CONCRETE TRAIL 4 1/2' 0 D STEEL POST - 1/4" THICK 36' LONG. 4 1/2" I.D. - 6' O.D. SEEL WELDED TO POST 6' UP FROM BOTTOM OF POST WM I" DIA HOLE 2" BELOW WELDED RING FOR LOCK. 5 1/2" O,D STEEL PIPE 1/4' THICK X 18' LONG WITH 1' DIA HOLE 2' FROM TOP FOR LOCK I" PREFORMED EXPANSION JOINT 1' DIA CONCRETE BASE - 2' DEEP REMOVABLE BOLLARD DETAIL NOT TO SCALE EXISTING DRIVE OR BUILDING SLAB 1/2' PREFORMED EXPANSION JOINT FILLER W/URETHANE SEALANT 1" PREFORMED EXPANSION JOINT FILLER W/URETHANE SEALANT 8' CONCRETE PAVEMENT 0 Id awl s >2 w W 0 J il C. Lu 1' PREFORMED EXPANSION JOINT FILLER W/URETHANE SEALANT WIDTH 2' UP CURB 5 BACK OF CURB (FIELD VERIFIED) 8 PROJECT NO. SHEET NO URB -7552(1) 2-N1 C N 42525 GEN RAl NOTES 1 LOCATION 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 TALL 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES. 2 FOR ADDITIONAL PAVEMENT AND DRIVEWAY DETAILS REFER TO MOOR STANDARD PLANS 301 -RIO & 329-R9 3 CAST IRON RINGS, COVERS, FRAMES AND GRATES FOR SANITARY SEVER AND STORM SEWER STRUCTURES WILL NOT BE PAID SEPARATELY 4 CAST IRON RINGS. COVERS AND FRAMES FOR WATER VALVE COVERS IS SUBSIDIARY TO ADJUST VALVE BOX TO GRADE 5 THE MAXIMUM JOINT SPACING SHALL BE 12 6 CONTRACTOR SHALL PROTECT THE EXISTING SPRINKLER HEADS AND LINES. IF THERE IS A CONFLICT, THE SPRINKLER HEAD SHALL BE SALVAGED TO THE OWNER 7 CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS. IF THEY ARE DISTURBED DURING CONSTRUCTION T-IEY SHALL BE RESET BY A REGISTERED LAND SURVEYOR 8. CONTRACTOR TO PRESERVE ALL SURVEY CONTROL 9 PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRUNG REQUESTING A FINAL WALK-THROUGH OF THE PROJECT ID THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POWER POLES, AND EXISTING UTILITIES. AND SHALL BE RESPONSIBLE FOR DAMAGES 11. SAW CUTTING SHALL BE SUBSIDIARY TO REMOVALS. 12 BACKFILL OF SEWER PIPES SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AND ±3.0% OPTIMUM MOISTURE 13 THERE ARE APPROXIMATELY 9600 C I. OF EMBANKMENT (ESTABLISHED QUANTITY) AND 640D C Y OF EXCAVATION ON SITE. NO BALANCE FACTOR UTILIZED 14 ALL PIPES SHALL BE BEDDED AS PER NDOR STANDARD PLAN 411 15 THE CONTRACTOR WILL BE REQUIRED TO FURNISH BORROW ON THIS PROJECT NOTE: 1. CONTRACTION & LONGITUDINAL JOINTS SHALL BE ESTABLISHED BY THE ENGINEER IN THE FIELD 2. LENGTH & WIDTH ARE SHOWN ON CONSTRUCTION SHEETS THESE DIMENSIONS SHALL BE FIELD VERIFIED TO MATCH EXISTING 3. A 2% CROSS SLOPE MUST BE MAINTAINED ON DRIVEWAY FOR SIDEWALK PASSAGEWAY TO MEET ADA REQUIREMENTS. 6' CONCRETE_ DRIVE 2% SLOPE 7-1/2" EXPANSION JOINT EXISTING DRIVE OR BUILDING SLAB TYPICAL CURB DROP AND DRIVE REPLACEMENT NOT TO SCALE CULVERT PIPE LEGEND TYPE DESCRIPTION I RCSP Reinforced Concrete Sewer Pipe 2 RCP Reinforced Concrete Pipe 3 GCCMP Galvanized (zinc) Coated Corrugated Metal Pipe 4 ACCMP Aluminum Coated Corrugated Metal Pipe 5 PCCMP Polymer Coated Cerro led Metal Pipe 6 HDPE -CI High Density Polyethylene (Corrugated Interior) 7 HDPE -SI Nigh Density Polyethylene (Smooth Interior) 8 PVC Pelynnyl Chloride Pipe LEGEND ® PRP 0 Q EJ MLO ZeN GV Int —a— c eSPP 0 O 9th rYYYYYVY"Y-YYm RCP CMP TEL P UG P OH CAT ro SECTION CORNER PROPERTY CORNER TELEPHONE RISER POWER POLE LIGHT POLE ELECTRIC RISER GUY WIRE MAILBOX FIRE HYDRANT WATER VALVE GAS VALVE GAS METER STREET SIGN WOOD POST - STEEL POST WELL BUSH STUMP DECIDUOUS TREE EVERGREEN TREE TREE MASS REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE FENCE UNDERGROUND TELEPHONE GAS MAIN WATER MAIN UNDERGROUND POWER OVERHEAD POWER UNDERGROUND CABLE TV EIDER OPTIC CABLE RIGHT-OF-WAY LINE EASEMENT LINE CENTERLINE SECTION LINE z Stcri 0 uo REVISIONS GENERAL INFORMATION F- Z FN W > tt Z a_ (.5 (D Zr i N • N • "' cOch cr OZ W C1 in Frcc 0 -J 04 HASTINGS, NEBRASKA wntr UI mr>e.nr lids :Leet.lice amacby: T.23 eamre. Wsda-aes draw '-g na'. 221 GEtlalep mm: m.n.:In SHEET 2-N1 DATA FOR MODIFIED STORM SEWER CURB INLETS FIGHT OF LONG. PIPE DIMENSIONS QUANTITIES ADDITIONAL QUANTITIES PER ONE FOOT INCREASE OF DIMENSION "% X (MIN.) A® B C0 STIR. CONCRETE, CU. YDS. (3,) REINFORCING STEEL, LBS, N0. OF M BARS Y=12' Y=12' CONCRETE CU. YDS, REINF. STEEL LBS. 15" 3'-2" 4'-3" 1'-1I" W-11" 1'-3" 4.37 277 3 0,572 6.7 4 X" SHALL NOT EXCEED 7'-6". A` SHALL NOT EXCEED 113'-0". 10 DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS NOT APPLICABLE WHERE Y = 4'-0'" HEIGHT OF PIPE AND MINIMUM "X" IN THIS INLET DATA TABLE ARE BASED ON THE LONGITUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE PIPE (MINIMUM "0" = TRANSVERSE PIPE DIAMETER PLUS 9"). 7- EXISTING GROUND FINISHED GROUND OVEREXCAVATION FOR UNSUITABLE MATERIAL OVEREXCAVATION NOT TO SCALE EROSION CONTROL BLANKET AT BOTTOM1 TYPICAL CHANNEL SECTION STA. 122+86 TO STA. 123+22 MAT TO CCM C REINFORCING BAR SCHEDULE FOR CURB INLETS BAR SIZE SHAPE Y = 12-0 NO. LENGTH A 8 STIR. B 6 STIR. C 6 STN. D 6 SmR. E 5 BENT 9 4'-0" F 5 BENT 13 2'-7" G 5 BENT 4 1'-7" H 4 BENT 10 W+4' -O" J 4 SIR. -- -- K 4 STIR. -- -- UFT 4 BENT VAR. 2'-6" M 4 SIR. VAR. 7'-I" N 4 SIR. 11 B- 3" R C J ADDITIONAL UFT BAR FOR OPENINGS OVER B'-0" PLAN DETAILS OF INLET COVER REINFORCING BAR BENDING DIAGRAM FOR CURB INLET LONGITUDINAL PIPES -\ LOCATION OF BACK WALL WHEN LONGINDINAL PIPES ARE NOT USED BACK OF CURB ARP GUTTER TO FIT PLA PROJECT NO SHEET NO URB -7552(1) 2-N2 C N 42525 SECTION PLAN DETAILS OF BACK COVER LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED B 5 1* -6- (VARIES RADIUS TYPE INLET) 7 (VARIES, RADIUS TYPE INLET) •T' NON SHRINK BEDDING GROUT PLAN = 12'-0' THROAT OPENING ANSVERSE PIPE 'ARP GUTTER TO FlT 1'-6" 5__ TOP OF CURB LIMIT OF GU R DEPRESSION 16" (TYP(CAL ) N' BAR N FRONT ELEVATION I T = 9 EXCEPT FOR THE FOLLOWING: ITER UNE T = 6" FOR 6'-0" TO 18'-0" OPENINGS WHEN X = 2'-I I" THRU 3'-1" T = 1'-6" FOR 14'-0" TO 18'-0` OPENINGS WHEN X = 3-1 1" THRU T-5" DETAILS OF MODIFIED STORM SEWER CURB INLETS N01 TO SCALE FLOW A T-9" FOR 6' TO 12' OPENINGS at 6 FOR 14' TO 18' OPENINGS TYPICAL SECTION OF INLETS ' GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MATCHES THE FINISHED SHOULDER SLOPE OF THE ROADWAY CROSS-SECTIONS NOTES THE MINIMUM COVERING, MEASURED FROM ME FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 1 1/2 INCHES, THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST. THE CAST IRON COVERS AND FRAMES SHALL BE GRAY IRON CONFORMING TO THE SPECIFICATIONS. CAST IRON STEPS SHALL BE INSTALLED IN CURB INLETS AND JUNCTION BOXES WHEN THE 'X" DIMENSION IS 4'-6" OR GREATER.THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS' "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION." R tanN 'C ...O�1N= Ll 1/' �. Y,! Cr/4 CAVAN E-1276�7k z 0 N 0 Z W W I- Win ▪ N W >7 Z 2 Z > Zc as Nm 'L D D Q O 0 I- U z Z = EL U 0 J N HASTINGS, NEBRASKA 10 SHEET PHASE 4 rEE SHE 2-P4 FOR TRAFFIC CONTROL PLAN PHASE 3 SEE SHE 2-P5 FOR TRAFFIC A CONTROL PLAN PHASE 2 SEE SHE 2-P6 FOR TRAFFIC CONTROL PLAN PHASE 1 _SEE SHT 2-P7 FOR TRAFFIC CONTROL PLAN LGCHLAND ROAD EAST BEGIN/END DETOUR MADDEN ROAD �I 0 PROJECT LOCATION SEE SHEET 2-P3 FOR DETAILED TRAFFIC CONTROL PLAN 42nd STREET DETOUR ROUTE BEGIN/END DETOUR OCNLAND ROAD EAST SEE SHEET 2-P2 FOR DETAILED TRAFFIC CONTROL PLAN 33rd_STREET ta I Ru oI nm SEE SHEET 2-P2 FOR DETAILED TRAFFIC CONTROL PLAN DETOUR ROUTE 2611, ST/U.S. 6/281 BYPASS ROAD LEGEND PROJECT NO. SHEET NO URB -7552(1) 2-P1 C.N 42525 TYPE III BARRICADE SIGN REFLECTORIZED PLASTIC DRUM 1 00 0 300 600 1200' SCALE IN FEET GRAVEL SURFACE COURSE STA. TO STA. UNIT QUANTITY PROJECT TON 150 GENERAL NOTES: 1 TRAFFIC CONTROL SHALL BE IN ACCORDANCE TO NEBRASKA DEPARTMENT OF ROADS STANDARD PLANS 920-R5, 921-R5, 923, 924, AND THE MOST CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEACES (LIUTCD) 2 ALL DIMENSIONS ARE FROM CENTERLINE OF INTERSECTIONS OR CENTER OF SIGN THE ENGINEER SHALL BE NOTIFIED OF ANY EXISTING SIGNS THAT CONFLICT V,1TH THIS TRAFFIC CONTROL PLAN TO DETERMINE IF A CHANGE IN THE TRAFFIC CONTROL PLAN IS NECESSARY OR IF THE EXISTING SIGN SHALL BE COVERED 4 BIKE TRAIL CONSTRUCTION DOES NOT NEED TO CORRESPOND TO ROADWAY CONSTRUCTION PHASES. 5 TEMPORARY DRIVES SHALL BE IN PLACE PRIOR TO BEGINNING ANY CONSTRUCTION THAT RESTRICTS ACCESS TO PROPERTY AND SHALL REMAIN OPERATIONAL UNTIL ACCESS HAS BEEN RESTORED TO PROPERTY 6 ALL NECESSARY GRADING FOR TEMPORARY DRIVES. REMOVAL OF TEMPORARY DRIVES AND RESTORATION OF PROPERTY IS SUBSIDIARY TO PLACEMENT OF GRAVEL SURFACE COURSE 7 ALL NECESSARY GRADING FOR TEMPORARY CULVERTS REMOVAL OF TEMPORARY CULVERTS AND RESTORATION OF PROPERTY IS SUBSIDIARY TO LAY AND REMOVE CULVERT PIPE 8 STORM SEWER AND UTILITY TRENCHES MAY CROSS TEMPORARY DRIVES PROVIDED TEMPORARY SIGNAGE AND BARRICADES ARE USED AND TRENCHES ARE BACKFILLED DAILY. NO TRENCHES CLOSING TEMPORARY DRIVES SHALL BE LEFT OPEN OVERNIGHT WHILE DRIVE IS IN USE. 9 FIRE HYDRANT RELOCATIONS AT STA 102+54. 107+57. 116+17, 124+30, 131+35 & 137+76 SHALL TAKE PLACE PRIOR TO OPENING TEMPORARY DRIVES. 10. CONTRACTOR MAY WORK ON MULTIPLE PHASES AT ONE TIME IF ACCESS TO PROPERTIES IS MAINTAINED AND COMMUNICATED WITH THE CITY AND PROPERTY OWNERS. STORM SEWER MAY BE CONSTRUCTED FOR SUBSEQUENT PHASES AND SHALL BE BACKFILLED IMMEDIATELY AND GRAVEL SURFACE COURSE PLACED OVER TRENCH 11 CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE RESIDENTIAL DRIVEWAYS AT ALL TIMES. THEN NOT FEASIBLE, THE CONTRACTOR MAY RESTRICT THE RESIDENT FROM ACCESS FOR NO MORE THAN 7 CALENDAR DAYS AND MUST NOTIFY THE CITY A MINIMUM OF 7 DAYS PRIOR TO CLOSING THE ACCESS SO THE RESIDENT CAN BE NOTIFIED. THE CONTRACTOR SHALL TAKE MEASURES LIKE USING EARLY HIGH STRENGTH CONCRETE NDOR CLASS 478 -HE -3500 TO REDUCE THE TIME IMPACT TO A RESIDENT'S ABILITY TO ACCESS THEIR PROPERTY IC IC - F Z W N WI O� EC Z d i CD Z % N 1,9 a. ar._ w 6� W � O OF O U pW Z Ia = a U 0 J d0AfitYe QOAOIll nr SHEET 2-P1 0 Sand Road La and Road DETOUR N I = 200' _._ D 100' 200 SCALE IN FEET - EXISTING STOP SIGN Lachland Rood DETOUR ns(ings—HU—UPDATED Lacnland Road DETOUR I 1.1:-OR.30 ochland --Road.] DETOURp 30 • -da-`--EXISTING STOP SIGN SFROMHALL R500'AIN VISIBLE EM 400' Lochland Road GN ST/U S. 6/201 BYPASS ROAD EXISTING STOP SIGN ochland Road DETOUR 0 0 Lochland Road 60 PROJECT NO. SHEET NO URB -7552(1) 2-P2 SEE SHEET 2-P3 FOR SIGNING ILachland Rood DETOUR ROAD CLOSED I MILE AHEAD LOCAL TRAFFIC ONLY 1 AI 011TH TYPE A WARNING LIGHTS OUNTED ON TYPE III BARRICADE LOCHLAND ROAD EAST INSTALL I TYPE III BARRICADE EXISTING STOP SIGN LU 500' END ROAD WORK tlIAN< 001 IDRIVii SAFELY 0-20.211-40 - INSTALL 1 TYPE III BARRICADE ROAD CLOSED I MILE AHEAD LOCAL IIRiAFAC ONLY .. RII-an.GO R1TH TYPE A WARNING UGHTS MOUNTED ON TYPE III BARRICADE Lachland Road DETOUR R 30 EXISTING STOP SIGN 26TH ST /U S. 6/281 BYPASS ROAD _.. _ 500' jl`chland Road 1 = 200' 0' 100 200' 400' SCALE IN FEET C N 42525 I 1' 200' 0' 100' 200' 400 SCALE IN FEET 0 REVISIONS Z Q 0_ O J 2 O Z o o • 1n O U O �W • ° cc I- I - z W U N > - O • c n- U-, Zr <'I Q 0- r. N �m QD W Z Qo O LU0 �U ° ZO D- 0 O -J O HASTINGS, NEBRASKA SHEET 2-P2 I St PROJECT NO. 70th STREET Lachland Raat', ROAD CLOSED I.1I-1OR- 0 Rn.zdo YARN TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE EXISTING STOP SIGN SHALL REMAIN VISIBLE FROM 500' LOCHLAND ROAD WEST _. _... _.. 500 Lachland RA _A 0 END ROAD WORE O WIX YOU DRIVE SAFELY 0-20-20-4- 0 PHASE 4 SEE SHEET 2-P4 FOR TRAFFIC CONTROL PLAN j-` INSTALL 1 TYPE III BARRICADE PHASE 3 SEE SHEET 2-P5 FOR TRAFFIC CONTROL PLAN ROAD CLOSED 1 MILE AHEAD LOCAL TRAFFIC OPT RI1.2A-W WITH TYPE A WARNING RIGHTS MOUNTED ON TYPE III BARRICADE INSTALL 3 TYPE III BARRICADES ROAD CLOSED TO THRU TRAFFIC WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE PHASE 2 SEE SHEET 2-P6 FOR TRAFFIC CONTROL PLAN PHASE I SEE SHEET 2 -PT FOR TRAFFIC CONTROL PLAN DETOUR INSTALL 3 TYPE III BARRICADES -HU -UPDATED WITH TYPE A WARNING LIGHTS ,. MOUNTED ON TYPE III BARRICADE STA. 101+60 INSTALL 3 TYPE III BARRICADES CLOSE RIGHT LANE INSTALL FLASHING ARROW PANEL PROJECT LOCATION SOO LOCHLAND ROAD EAST ROAD CLOSED TO THRU TRAFFIC URB -7552(1) C N 42525 SHEET NO N r = 200' 2-P3 0' 100' 200' 400' SCALE IN FEET 1111-0.c0 WIN TYPE A WARNING UGHTS MOUNTED ON TYPE III BARRICADE REVISIONS Z Z J J as O 0 O EC Z < o X°- 0 U _1 LLD LL • W aO to I - Z Wtn W N Z a0 a Z Z • r N Q N aI• cODi Q D W D EJ O 0 • Z U p W Z Q D- = U O 0 a HASTINGS, NEBRASKA SHEET 2-P3 81350_PRWAY 0 09+00 100 U.S. HIGHWAY #34/281 SOUTHBOUND 1 NORTHBOUND ae = GOTTSCH ENTERPRISES PART OF FRACTIONAL SEC 19 TON ROW Vi / (9 2 D m m a a a a a a a a a a I 1 PROPOSED TEMPORARY EASEMENT j A 00 p2+00 103+00 104+00 105+Op \ 107+p0108+00 100+00 LOCHLAND ROAD EAST PROJECT NO, SHEET NO URB -7552(1) 2-P4 C N 42525 STA. 109+11 PLACE 15 TONS OF TEMPORARY GRAVEL SURFACE COURSE. INSTALL 20 LF OF TEMPORARY 240 CULVERT PIPE. TYPE 3. 4 OR 110+00 7 aJ REFLECTORIZED PLASTIC DRUM (TYP) PROPOSED TEMPORARY EASEMENT STA. 103+50 TO STA 109+14 PLACE 41.0 TONS OF TEMPORARY GRAVEL SURFACE COURSE 1 110110810110=1 ® tizzorares ® sormomta a mrsammeas a coramszo m =am m q m m — -, r TT .DAD I i CLOSED STA. 103+44, 54' RT. INSTALL 1 TYPE III BARRICADE R11-2.60WITH TYPE A WARNING L CHTS MOUNTED ON TYPE III BARRICADE LOSE RIGHT THRU LANE 1 REFLECTORIZED PLASTIC DRUM (FIR) NOT ALL DRUMS ARE SHOWN FLASHING ARROW PANEL KENNETH E 8 JULIE A CRAIG 120 LOCHLAND ROAD EAST 0' 25' 50' 100 SCALE IN FEET STA. 109+00 INSTALL 3 TYPE III BARRICADES ROAD �= CLOSED R11.2M0 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE REVISIONS 0 0 0 rn 5zZo • F- d O Z O r Q - Uy W V cc w Q S D_ I' - W UT UJ <v W � O • Z U Zr >N a pr Nm Q� W = <• 2 zF O W Z aO as U 0 87. 01 HASTINGS, NEBRASKA Warn hY emhy l,) 0.03C 0 PCca .130 af.n90. 11130 0001 331 SHEET 2-P4 STA. 109+00 INSTALL 3 TYPE III BARRICADES. LOAD CLOSED R11-260 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE GOTTSCH ENTERPRISES PART OF FRACTIONAL SEC 19 T8N R9W m Pala=a=a221111alla 121 1210202925211■=I■all=f11602211■ a 12120=222221m0512=21mrammaatall ■ 11022221=a MOO= a or= a B PROPOSED TEMPORARY EASEMENT 00 110+00 111+00 112+00 113+00 114+00 115+00 --"LOCHLAND-ROAD-EAST PROPOSED ROW -` 116+00 117+00 PROJECT NO. SHEET NO. URB -7552(1) 2-P5 C N 42525 a STA. 108+84 TO 109+74 PLACE 7.5 TONS OF TEMPORARY GRAVEL SURFACE COURSE PROPOSED TEMPORARY EASEMET PROPOSED PERMANENT EASEMENT ■cabaromm tiozomizer■isaasom illemeranarstm111====■11=aszam m azzl=■isememen Ezemozoiatarzzasso■solansan STA. 109+85, 40- RT. INSTALL 1 TYPE III BARRICADE MICHAEL D SPADY 620 LOCHLAND ROAD EAST I REFLECTOR12E0 PLASTIC DRUM (TYP ) STA. 117+00 NSTALL 3 TYPE III BARRICADES BARRICADES SHALL REMAIN IN PLACE AS LONG AS BOX CULVERT IS UNDER CONSTRUCTION ROAD CLOSED Rn -260 VAIN TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE ROAD CLOSED R113L0 WITH TYPE A WARNING L GHTS MOUNTED ON TYPE III BARRICADE GOTTSCH ENTERPRISES FRACTIONAL SEC 19 T8N R9W alga=■111021202011a12111102122101m PROPOSED ROW 117+00 TA. 119+36, 28' LT. INSTA L 1 TYPE III BARRICADE 118+00 R11 - WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE GERALD R. & ORLEATHA M DUNNING 575 LOCHLAND ROAD EAST STA. 120+74 INSTALL 20 LF OF TEMPORARY 36' CULVERT PIPE, TYPE 3, 4 OR 5. sailma o msziallsolillia a STA. 119+45 TO 123+69 PLACE 38.0 TONS OF TEMPORAR GRAVEL SURFACE COURSE 19+00 120+00 121+00 r' 10' -ROAD CLOSED RI1-260 VAIN TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE LONNIE D. & SANDRA 5 SMIDT 635 LOCHLAND ROAD EAST PROPOSED TEMPORARY EASEMENT-I� a a CUM= I■\ STA. 121+53. 28 LT. INSTALL I TYPE III BARRICADE 122+00 50' TYP. 12 A alle A__ e o 1 d LOCHLAND ROAD EAST REFLECTORIZED PLASTIC STA. 118+00 1 INSTALL 3 TYPE III BARRICADES. BARRICADES SHALL REMAIN IN - PROPOSED PERMANENT EASEMENT -� PLACE AS LONG AS BOX CULVERT PROPOSED PERMANENT EASEMENT IS UNDER CONSTRUCTION. ■10031211211125■122012111=111M111111=19m12111901=121■liniallIalat a 02212112=11■MEM=■ ■aE BRIDGE_ OUT R J62A60 VATH TYPE A WARNING UGHTS MOUNTED ON TYPE III BARRICADE RU a a 119 1 SEE SHEET 2-P3 FOR BARRICADES & SIGNING a a a1=I=1r 0 a GRADING ON WILDFLOWER AVENUE TO BE COMPLETED AFTER ACCESS TO DRIVEWAYS AT STA. 119+36 AND STA. 121+52 HAS BEEN RESTORED FROM LOCHLAND ROAD 'ROAD CLOSED RI1-260 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE STA. 124+50 INSTALL 3 TYPE III BARRICADES. PROPOSED TEMPORARY EASEMENT STA. 124+50 / INSTALL 3 TYPE III BARRICADES. . ROAD CLOSED 811-260 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE PROPOSED TEMPORARY EASEMENT = 50' Sene 0' 25' SD' 100 SCALE IN FEET MT e W F— d V) � U V I MT d6° rx 6 I' 0 REVISIONS O h Z W N UJ N LU 0 •• Z d 2 Z '- N a. n CO m W � d0 Z It W0 ' ZQ =tea 0 J O N HASTINGS, NEBRASKA eo.n Ar H Chated Of PCN a Vir1.etf IICN RAMC Of ;AP r.to r.^1A, /I dalc 01.11.7011 SHEET 2-P5 4+0 STA. 124+35 TO 127+75 PLACE 24.0 TONS OF TEMPORARY GRAVEL SURFACE COURSE 125+00 MOUE( & MARTHA GROTHEN 925 LOCHLAND ROAD EAST ® 103100828081 ® 1814EZESEEIE ® B 126+00 PROPOSED TEMPORARY EASEMENT 127+00 128+00 PEFLECTORIZED PLASTIC DRUM (TYP.) LOCHLANO.ROAOIEAST - --. STA. 124+50 INSTALL 3 TYPE III BARRICADE 129+00 PROJECT NO. SHEET NO URS -7552(1) 2-P6 C N 42525 50 25 50' 100 SCALE IN FEET 110+00131+00 132+00 STA. 131+50 INSTALL 3 TYPE III BARRICADES —1- X10iiiirar ''efiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiriiririiiiiiiiiiiirh. '�,irrirrrrrrriA"; LCLOSED 1 ROAD R11-240 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE STA. 126+42. 22 RT. INSTALL 1 TYPE III BARRICADE LYLE C & DIANN K. FLEHARTY 790 LOCHLAND ROAD EAST ROAD CLOSED P► II MN nit -240 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE OAD CLOSE ) STA. 127+84, 24' RT. INSTALL 1 TYPE III BARRICADE PROPOSED TEMPORARY EASEMENT RI1-240 WITH TYPE A WARNING L GHTS MOUNTED ON TYPE III BARRICADE DENNIS & GEORGETTE SMIDT 840 LOCHLAND ROAD EAST INSTALL 3 TYPE III BARRICADES. bio lochland Road �Eri11 1 ROAD CLOSED WdpR-Il R1 LA40 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE to First Avenue DETOUR ROAD CLOSED M4-IOL0 R11-260 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE STA. 131+70 INSTALL 40 LF OF TEMPORARY 24- CULVERT PIPE. TYPE 3. 4 OR STA. 131+18 TO 131+84 PLACE 15.5 TONS OF TEMPORARY GRAVEL SURFACE COURSE ti w Q U tam a 0 0 e- REVISIONS I- W N N W 0- cZ a 2 Z '- j N 0- N aN. N Qa U O O 0 Z cc OU D W Z O a 0 U 0 -J N HASTINGS, NEBRASKA maven b4. tool0Y IIIX approved LICK ONOCtyy TAC: Oro1Cn0 200.1.11W Cnrvupnn. 01)50 PNS.'I' OAP m.� 01]1.20II SHEET 2-P6 STA. 131+50 INSTALL 3 TYPE III BARRICADES. ROAD CLOSED 44 Rt1-2-CO-4411444+ IMIH TYPE A WARNING MGHTS MOUNTED ON TYPE III BARRICADE 130+00 81350_PRWAY 00 ROAD CLOSED 1 P11.2.19 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE SEA. 134+00, 23' LT. INSTALL 1 TYPE III BARRICADE STA. 131+34 TO 133+94 PLACE 225 TONS OF TEMPORARY GRAVEL SURFACE COURSE 132+00 13 +00 REFLECTORIZED PLASTIC DRUM (TYP.) CAD.EAST TIMOTHY & MARTHA GROIHEN 925 LOCHLAND ROAD EAST PROPOSED TEMPORARY EASEMENT _ 4+00 135+00 PROPOSED PERMANENT EASEMENT PROPOSED130+00 TEMPORARY EASEMENT ®00 136+00 13 _ J i r :er . 5.4, STA. 135+00 INSTALL 3 TYPE III BARRICADES. BARRICADES SHALL REMAIN IN PLACE AS LONG AS BOX CULVERT IS UNDER CONSTRUCTION aIIICIMMEmm M 011:82111102 101 111411100910110 110111101011210 PROPOSED TEMPORARY EASEMENT BRIDGE OUT P11 -TACO WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE RICHARD A. & SHANNA L. SCHNASE 5760 N 1ST AVENUE / ® ®/Lmota=aa I PROPOSED PERMANENT EASEMENT BARRY A. & MICHELLE L. BOHLEN 5680 N 1ST AVENUE PROJECT NO SHEET NO URB -7552(1) 2-P7 C N. 42525 ry 1.=50' 0' 25' 50' 100' SCALE IN FEET STA. 139+00 INSTALL 3 TYPE III BARRICADES STA, 136+00 INSTALL 3 TYPE III BARRICADES. BARRICADES SHALL REMAIN IN PLACE AS LONG AS BOX CULVERT IS UNDER CONSTRUCPON m MmilmmEDI 01110011111160111 011111110012M1 01 BRIDGE OUT 01 1-2000 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE TOM A. & LADENA THOM NWA SEC. 29 MN ROW ROAD CLOSED R11060 WITH TYPE A WARNING MGHTS MOUNTED ON TYPE III BARRICADE b REVISIONS n'- 0 z z a 1— .4 J 0 cC H0) z r 0H 002 LL QW cC H Q a CB H z W 2 Frj W 0 az a Z 5 CM Q U) a� UH, 61 Q D w� O 0 Q z OH a W w zO Ja 0 0 SHEET 2-P7 JO 00 81350_TBLK U.S. HIGHWAY #34/281 SOUTHBOUND 101+00 U.S. HIGHWAY #34/281 NORTHBOUND SECTION UNE O'. 0 0 NO CURB 102+04 STA. 101+78 29.45' Li. BEGIN CURB 45, -9 to — p"il — 6-1,4, %h 11 1 1 I :�' "ro•1 I 61, 1 12' 110b 1 ill' 1 11' I 114 I 11' 0 6 0 103+00 GEOMETRIC CONTROL POINTS ® BEGIN PAMNG STA. 101+49.59 N 15294.13 E 15526.37 O END PAVING AT END OF RETURN STA. 101+49 62, 70 00' LT N 15364.20 E 15527 32 03 END PAVING AT END OF RETURN STA. 101+49 56, 70.00' RT. N 15224,21 E 15525.42 ® 50" RADIUS RP 102+07.57" - 70.00' LT N 15363.41 E 1558532 PC 101+57 57 - 70.02' LI PT 102407.57 - 2000' LT 05 50' RADIUS RP 102+15.51 - 70.00' RT N 15223.32 N 15591 41 PC 101+65.51 - 69.98RI PT 102+15,51 - 2000' RT EXISTING R 0 W 03. o 104+00 - STA. 104+50 HIGH POINT PROJECT NO. SHEET NO URB -7552(1) 2-L1 105+00 C N. 42525 1 20' 0 10' 20' 40' SCALE IN FEET ¢4. 4" \- PROJECT CENTERLINE N N n4057 L 39,7,8 FL ..1) taco 34101+79 .85: 34.83'R RT. \ BEGIN CURB i" 0 CURB I 0 T )0S NO ROW. 0 2 0; GEOMETRIC CONTROI POINTS. ® 25' TRAIL RADIUS RP 101+84 90' - 10..95` RT N 1528271 E 1556153 Q 25' TRAIL RADIUS RP 102+18.07 - 60.95' RT N 1523228 E 1559403 LOCHLAND ROAD EAST 4 to - TOP OF SLAB ELEVATION AT FLOWUNE PAVEMENT ELEVATION DETAIL NO SCALE 3 11 32 I I I I'o -r FL = FLOWUNE ME = MATCH EXISTING LP - LOW POINT HP = HIGH POINT 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 ELEVATION = 1900.00 N w 0 itl Q 0 e1 u `'a KAVAN E-12767 REVISIONS so N W C41 K06 0 U' + Z Or 0 ON 00 0 U O_ I- W 0 W O F- Z W ut S S -t 0Z o_ U' Z N cL NF- 03 cc W • R • O O• Z EL C3 to z • O D. S n- o 0 -J 0 ASTINGS. NEBRASKA SHEET 2-L1 2 m 81350_TBLK 41 32 40.0' - <4,-.`E 9..1-17— '-1n:=1:N. 1 T I I I I 1 OI I X10'i 80' 710_� JI - I I>"I I x`1. Nto _7 I 1 I N I I� O 107+00 108+00 - STA 107+00 BEGIN TRANSIOON EXISTING RaW a by\.O"-1.•o_�h0i OO'r-Ti APAthi �h�? n' /ci.... 5 fI. �I >1 4 kD" Dh5 /V I 10' 4 J0' 10 1 Ih.h. IT ! 12 12' 1 J2 ( 12' 1 12- J2' ffi '2 i 12— J2' 1 12- 1Z 12 1201 11 :.p r I p 1 I GP -IFS ,. I �"'o'ol> 1 w 1 -L� r; 1 3, 5ECT1oN IAi�C r1 -*.' --F- -+- %4 I—"'—� ,.+ STA 109+00 END TRANSITION - PROJECT CENTERLINE CFOMFTRLI rrs4TRAL PRINTS Oi 40" RADIUS RP 105+40 - 60.00' LT N 15349.02 E 15917,59 PC 105+40 - 20.00' LT P T 105+80 - 60.00' LT 0 40' RADIUS RP 106+60 - 60.00' LT N 15347 44 E 16037 57 PC 106+60 - 20 00' LT PT 106+20 - 60.00" LT 03 BEGIN TRANSITION STA. 107+00, 20.00' LT I N 15305.92 E 1607704 PROJECT NO. SHEET NO URB -7552(7) 2-L2 C N 42525 ® BEGIN TRANSITION STA. 107+00, 20,00 Ri N 1526692 E 16076,52 05 END TRANSITION STA. 109+00. 1500 LT N 15300 28 E 16276.97 © END TRAtNSIPON STA. 109+00, 18.00' RT N 15264 28 E 16276 50 109+00 .0``. (0 U54 1 1 G. 0 20' 0' 10' 20' 40 SCALE IN FEET 110+00 111+00 7� a 4 > .� LOCHLAND ROAD EAST W ,,L 9 c> -I I 14` I I ` I �'> -h` I I0?MI p ,I - 'n 5 a > • I, o i ;0 a g" + m' + 8P 1 lob 1 h.T: 1 G5 0 \ f>39 2I �3n.07 1 n EXISTING R O.W } by 0 4" 0 �.., 4., <. n n 3 ,0 ^07 + *,>;' +RSI: S 32 I 32.9 TP,0 14 y 54 I4 ,w )_.'2' ,,�. O' _o. I-200"--1 1 -0 TOP OF SLAB F—�`�-I� ELEVATION AT LoL I FLOWUNE �.T •� PAVEMENT ELEVATION DETAIL NO SCALE FL FLOWLNE ME = MATCH EXISTING LP a LOW POINT HP = NIGH POINT 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 ELEVATION 1900,00 0 6 REVISIONS 1n W q0qCD U + 00 0) Z O1.- 00 v STT ° CL Q wN 0 O W U' ASTINGS, NEBRASKA 00.27 CP SHEET 7-1 7 E m to iv m sm En =0 0I 8 or mm mx 0 m of fEET, In m <0 00 PROJECT NO SHEET NO A L ASSOCIATES URB -7552(1) 2-L3 C. N. 42525 i i"=20' 0' 10' 20' 40' SCALE IN FEET 111+00 112+00 113+00 114+00 115+00 116+00 _ /- EXISTING R 0 W o.1P. CIV;Iw1 RAVAN E-12 67 1'•.f Oi IIC9? n f/1 Z fn 5 —hel `1 hi hti h0 4L' h'1''- hely yy� '�_ ° hyYy � t h°_ t c" ny . 16n" RRf,I; h1el' nab • PROTECT CENTERLINE n F , h� " SECTION UNE LOCHLAND ROAD EAST " h 'a oh 00' 5^, yh 13 a 0 ,�;.; o; —>"': / w,m1 e,- ti h . —.� _„ri „n�. Mph x,t,°' t, _hn' n1: .y� p �o yl. ^ e µ v —e` '`' ' Rye h° —.�,y O < ` o el6 n� r �� el go/ elT Er. M17 ] Yelely t. �, q �O' �a� MQi •?-.2'4v h1P� SCO ;'��� \A� V .Y V 4 Y Y V m "0 ¢9 CO 0� C' R0 hely h` 2 Y t y 9 . b' 6 J M9 ]9 v h 9`• '41 "^ 9 c0 l O' ti ,1 Y O h^ u 49 0 � O .' •o' 1 a. b.. 5 ' ci 9 l.' 12'. , :y �` LO 3 b - fL a 'n CY el O 0 ,� 0 2 hq. Lel 9. _ 5.9: ^ el' help hC 1 _ _ _ _^ 1`L hel ny0 h^o ., 0 ^ \g J— — A EXISTING R.0.W b Pi GEOMETRICS, JOINTS & GRADES STA. 1'11'00 TO 116+50 LOCHLAND ROAD EAST PAVING IMPROVEMENTS PROJECT NO. URB -7552(1) C.N. 42525 HASTINGS. NEBRASKA 2011 STA. 114+50 TO 114+75 TRANSITION TRAIL CROSS SLOPE -0 TOP OF SLAB m` 11 "''' ELEVATION AT FLOWllNE FL = FLOWJNE ME = MATCH EXISTING ' • •• LP LOW POINT HP = HIGH POINT ` PAVEMENT NOW ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURD OR EDGE OF ELEVATION DETAIL PAVEMENT UNLESS NOTED OTHERWISE "' SHEET 2-L3 NO SCALE DATUM ELEVATION = 1900.00 117+00 X, / ,..;, 7, \ // 7"7—icli , ” J 11 g‘• li 12 g ‘2"' I <0 !" 1 I I] ,..ig I h 11 I 401 I 1 I I I g 1 "" 4,» _10? ,,,_ li b "- ______,,__,,,, g.fg 914 ,,b• icc, ,,b. „CA ',"' 1.."SIc,‘. 118+00 EXISTING R 0 W — 1 — 4 '`.. 1.: & ' b % 'c' 45 :": ' 'la v.: 0 ) . NC" . h "I. LOCHLAND ROAD EAST PROJECT CENTERLINE 7,-RSECITON UNE i;T:1 c. + 611 uT + 119+00 —20 O— I 120+ 00 4". 4> I 439 b:c3 co 81350_TBLIK 44 ;Sr I.ca,2 EXISTING R 0.W Hi gg' STA. 120+37 17 LOW POINT 7"? cr, 121+00 PROJECT NO SHEET NO UR827552(1) 2-L4 20 V— I 45 a I ; "C! 42 C N 42525 Si tci 0""" e\?' Crg" ,"1" 'Lb + 21i•1' "t2„, 3: ‘3. 1' = 20. bymaccre 10" 20 40. SCALE IN FEET 122+00 •.,"). V 4 - \ di 2L4 n2.4 1. -C -2-2i "21g.eg 22 Ng 2g4 <0-'4 n ..). 4‘ ...g,' )q Cg gg. tig 22 ,, 2.," h" . 1" g- , 174 K- ,1 --,_, ';I.r. --- -- N gr' 42 gr" dg 1<" gf'" 47 -74 TOP OF SLAB 01_ „ ELEVATION AT FLOWIJNE FL = FLOWLINE ME = MATCH EXISTING LP — LOW POINT HP = HIGH PONT NOW' AU. GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURS OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE DATUM ELEVATION = 1900 00 PAVEMENT ELEVATION DETAIL NO SCALE ' U 4 Co 0 lx 4)0 til C cc a 8 0+ 1-0 z F_ 00 to ui CO r It al (j) 0 0 cn H v.3 1a. FA c‘j > o_ 0 — Z 5 Zq • 2 o_ cn cr • n CO • z O oa III z < 0 iO 0 CIS N HASTINGS, NEBRASKA SHEET 2-L4 122+00 STA 301+71.50. 7 20- LI END TRANSITION EXISTING R 0 W O + o M STA. 300+51.98, 18' LT BEGIN TRANSITION 123+00 01 4'.. 17.79 b° .h a O�a L0 9.4.-) P 1' EXISTING R 0W SECTION UNE I gg . y ,� ice' E" y°' ca, 1 y'1 40 :6 PROJECT CENTERLINE SECTION LINE EXISTING R 0 W 1 1p1O' I 10- I 10' 19 101 10' I a' I 10' 1 0- rOm1 to jai IAO 0IhC° I_y;9' 1 5'I • I I c 4 O 1 b'4 I ,c� c;,>OI I+ 125+00 - STA, 125+12 5 LOW POINT Q-- GEOM TRI OTR POINTS 0 30' RADIUS RP 123+2219 48.00' LT N 15311.51 N 17699 42 PC 123+22.19 - 1800` LT PT 123+52.19 - 40.27' LT 02 30' RADIUS RP 124+18..14 - 48.00' LT N 1531019 E 17795.42 PC 124+18.14 - 16.00' LT PT 123+88,14 - 4770 LT 0 END WILDFLOWER GRAVEL SURFACE COURSE STA. 301+71.50, 7.20' LT N 15430.52 E 17751 49 0 END YALDFLOWER GRAVEL SURFACE COURSE STA. 301+7214, 720' RT N 15430.46 E 17765 93 126+00 PROJECT NO. SHEET NO URB -7552(1) 2-L5 127+00 STA. 126+75 HIGH POINT f__—_ 4" 4. '5' G2 C N 42525 0 10' 20' 40' SCALE IN FEET LOCHLAND ROAD EAST Q o STA. 123+00 TO 123+25 TRANSITION TRAIL CROSS SLOPE 6E' p'1 J1 hLl is)ov 04 STA. 123+75 - EXISTING R O.W. HIGH POINT Q 4` n a• 771 18 64 ' 22 2 1 _0 V- TOP OF SLAB ELEVATION AT FLONUNE FL = FLOWCJNE .' ME = MATCH EXISTING IP s. LOW POINT `\\ HP = HIGH POINT - PAVEMENT NOTE' ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF ELEVATION DETAIL PAVEMENT UNLESS NOTED OTHERWISE NO SCALE DATUM ELEVATION = 190000 IS' REVISIONS U) W 0 o co 0' + as n1 1- ZI- 0 Oo N U N W • 0) O W C9 U) I - Z W In • N W N 0 • o Z D- s Z • N a m D � O O 0 Cl cc O W 2 -' • O J 0, 0 O D 0 O HASTINGS, NEBRASKA SHEET 2-L5 128+00 • g` 0 0 + yy c b /_ 0' b ^.4 Y 1 1 h;u 129+00 P' PROJECT CENTERLINE SECTION UNE LOCHLAND ROAD EAST fEXISTING R 0 W >c 5 130+00 Cif/METRIC GONTR01 POINTS. 01 0' RADIUS P 130+57.63 - 48.00' RT 15205.10 18433.47 C 130+57 63 - 18.00' RT T 130+8763 - 48.00' RT 02 0' RADIUS P 131+48.63 - 48,00` RT 15203.80 18524.46 C 131+48.63 - 18.00' RT T 131+18.63 - 4800' RT 03 ND FIRST AVENUE PAVING A. 500+98, 1550' RT. 15154.67 18462.76 0 END FIRST AVENUE PAVING STA. 500+98, 15.50' LT N 15154.23 E 18493.75 131+00 = P ool.'3 h ( 0 n EXISTING R 0 W 011 I 4f n.1fJAS 4" h =, 10 11°10 1 10' 17,5 8'1 8' I75y1 10' 10. 10io1 - r-7' Io i;b 1 y I "'r,N 1 I� 1 ..,^)' 1 I h� I -1-I-M'T yo h eL j-1 S �L L 13. t'2I1FL 1 I 1 I O PROJECT NO. SHEET NO URB -7552(1) 2-L6 C N 42525 1 20' samisi 0' 10' 20' 40' SCALE 11.1 FEET 1-0 - TOP OF SLAB ELEVATION AT ��� FLOWUNE R = FLOW1JNE ME = MATCH EXISTING ...I LP - LOW POINT HP = HIGH POINT • `- PAVEMENT ALL OFF OFFSETS AND OSDIMEt1Sl NS ARE TOP ARE TO BACK OF CURB R EDGEF SLAB UNLESS NOTED OF ELEVATION DETAIL PAVEMENT UNLESS NO7E0 OTHERV4SE DATUM ELEVATION = 1900 00 N0 SCALE 1- wN1 � W > Q Z a 0U' S O o M O U1 ' Z O0 > E4 Q 00 art +0) O] U 0,1 Wj K 0 O az • U) 01_ O EL 0 W 0 W O S.0 � EC: I a 0 O TINGE, NEBR SHEET 2-L6 nnc 132+00 EXISTING R O.W rAT 133+00 rAC rsc _ — LOCHLAND ROAD EAST F- PROJECT CENTERLINE -' SECTION UNE 134+00 _oat_ ' J - b O ! 9 r 4 0� T' e 6 -EXISTING R O.W - TOP OF SLAB ELEVATION AT FLOWJNE PAVEMENT ELEVATION DETAIL ND SCALE PROJECT NO. SHEET NO URB -7552(1) 2-L7 C N 42525 r=20 ray O' 10' 20' ao' SCALE IN FEET FL = FLOUNE ME = MATCH EXISTING LP LOW POINT HP = HIGH POINT NOW 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 ELEVATION = 190000 W I- n_< Ci U oin ..< 0 REVISIONS 0 CO L11 0 c O + I- z z O 0 UT p Cr In F - z w N j I (• InN 0 - L9 — Z `- 5 Si- a 2 ¢2 r sh CO • crD LU O O K p w zp J 0_ I D- 0 O -J 0 N HASTINGS, NEBRASKA SHEET 2-L7 _ _ (e- " 135+00 135+00 0 STA. 135+16.25 LOW POINT ' 5 N' L 136+00 EXISRNG R 0 W. 137+00 J P � ' 63 ® 2+y G� 9° n 0 N PROJECT CENTERLINE .1 A�}� LOCHLAND ROAD EAST + Cp y„ 1 C.FOMFTRIC PONTRIN POINTS 01 ;13615+2060a-3718.0V N36+0015263.-3.37 18.00" LT E 18970,70 10 N 136+00 -15227.37 1600' RT E 1891619 03 139+00 - 11.70" LT N 15248.79 E 19276.52 ® - 1583" RT J143915+20201 21 E 1927613 -13.0'- 138+00 PROJECT NO. SHEET NO URB -7552(1) 2 -LB 139+00 1" in n 0 —20 Fr - SECRON LINE Q T EXISTING R O.W II -0 ` TOP OF SLAB _ I / ELEVATION AT / LO6LINE L PAVEMENT ELEVATION DETAIL NO SCALE C N 42525 4 = 20 09 0' 10' 20' 40' SCALE IN FEET FL = FLOWMNE ME = MATCH EXISTING LP = LOW POINT HP = HIGH POINT DOTE 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 ELEVATION = 190000 s REVISIONS 0 N W E3 (7 M H Z HH • O N . 4 o7 U � Q W 0 W U` In H Z W N UJ N W O a'0 a0 2 0 zr > ,ND 0_ N. • m UJ W = O 0 Oz EC U O w Z CD Q EC =a 0 0 J O N HASTINGS, N SHEET N 0 0 m 0. 0a Eo 02 0 100+00 BUILD 6' CONCRETE DRIVEWAY STA. TO STA, SIOE SQ. YDS. 103+44 RT 47 BUILD W' DOWELED CONCRETE PAVEMENT STA. TO STA. SIDE SQ. YDS. 101+50-102+15.5 LT & RT 609 BUILD 8' DOWELED CONCRETE PAVEMENT STA. TO STA, SIDE SO. YDS. 102+15.5-105+50 LT IL RT 1467 BUILD 6" CONCRETE BIKEWAY STA. TO STA. SIDE SO. YDS. 101+72-103+38 RT 185 103+50-105+50 RT 222 FL EL =1932 67 a S 4/281 NORTHBOUND >- Q PROTECT EXISTING RCP CULVERT • INSTALL DETECTABLE WARNING PANEL STA. SIDE SO. FT. 101+81 RT 20 INSTALL REMOVABLE BOLLARD STA. 101+98 SIDE _ 31.00' RT EA PROTECT EXISTING RCP CULVERT ELT." e04\ \1 REMOVE PAVEMENT STA. TO STA. SIDE SO. YDS. 101+50-102+01 LT & RT 455 'i EXISTING R 0 W PROTECT POWER POLE - TELEPHONE RISER TO BE RELOCATED BY OTHERS 103+00 EXISTING R 0 W PROJECT NO. SHEET NO URB -7552(1) 2-L9 104+00 105+00 TS OF' CONSTRUCTION PROPOSED TEMPORARY EASEMENT C N 42525 PI d = 20 0 z0' 40 SCALE IN FEET / TELEPHONE RISER / TO BE RELOCATED/ 8Y OTHERS P,C. CONCRETE PAVEMENT PAVEMENT F I I u � FL Ek,.=1932 01 REMOVE & RESET MAILBOX STATION I SIDE 103+45 LT SECTION LINE EL 193994 PROTECT POWER POLES USE EXTREME CAUTION AROUND EXISTING FIBER EXISTING R 0 W 1 LOCHLAND ROAD EAST EXISTING R.O.W PROTECT POWER POLE b- LIMITS Or CONSTRUCTION ADJUST WATER VALVE BOX TO GRADE REMOVE DRIVEWAY b'- I STA. TO STA. SIDE SO. YDS. 103+40 RT 56 REMOVE PAVEMENT STA. TO STA. SIDE SO. YDS. 101+50-102+01 LT & RT 455 'i EXISTING R 0 W PROTECT POWER POLE - TELEPHONE RISER TO BE RELOCATED BY OTHERS 103+00 EXISTING R 0 W PROJECT NO. SHEET NO URB -7552(1) 2-L9 104+00 105+00 TS OF' CONSTRUCTION PROPOSED TEMPORARY EASEMENT C N 42525 PI d = 20 0 z0' 40 SCALE IN FEET / TELEPHONE RISER / TO BE RELOCATED/ 8Y OTHERS P,C. CONCRETE PAVEMENT PAVEMENT F I I u � FL Ek,.=1932 01 REMOVE & RESET MAILBOX STATION I SIDE 103+45 LT SECTION LINE EL 193994 PROTECT POWER POLES USE EXTREME CAUTION AROUND EXISTING FIBER EXISTING R 0 W 1 LOCHLAND ROAD EAST EXISTING R.O.W PROTECT POWER POLE b- LIMITS Or CONSTRUCTION ADJUST WATER VALVE BOX TO GRADE STATION SIDE EA 102+61 30' RT 2 RELOCATE EXISTING FIRE HYDRANT ASSEMBLY STATION SIDE EA 102+54 31' RT 1 REMOVE DRIVEWAY CULVERT PIPE STATION SIDE DESCRIPTION 103+42 34' RT 18"x24' CMP PROPOSED TEMPORARY EASEMENT da 0 `0- 0 REVISIONS z W v> W FNI W 0 a.z a j 0 Z >N O- m W= 00 OZ tz Z Z O Iaa, U 0 -J N HASTINGS, NEBRASKA ,,, a er OA=C W by M,, m n"a_ NDI OW rr�ro. nu=.emrmISt. tivly 0411 `niI IC, TAG SHEET 9-I Q 81350_PSTRM a m 0 rjI co al nN rn m BUILD 6" CONCRETE DRIVEWAY STA. TO STA. SIDE SQ. YDS. 107+85 RT 24 109+84 RT 66 BUILD 8" DOWELED CONCRETE PAVEMENT STA. TO STA. SIDE SO. YDS. 105+50-111+00 LT & RT 2.287 106+00 LT 255 BUILD 6" CONCRETE BIKEWAY STA. TO STA. SIDE SO. YDS. 105+50-107+79 RT 255 107+91-109+74 RT 205 109+95-111+00 RT 118 BUILD CONCRETE HEADER STA. TO STA. SIDE CY 105+80 TO 106+20 60' LT 1.02 106+00 107+00 10B+00 EXISTING ROW r LIMITS OF CONSTRUCTION 109+00 110+00 PROPOSED TEMPORARY EASEMENT PROJECT NO. SHEET NO. URB -7552(1) 2-L10 C N 42525 Exxon= 0' 10' 20' 40' SCALE IN FEET 111+00 PROTECT TELEPHONE RISER LOCHLAND ROAD EAST; RF111136 62 PROTECT POWER POLE & ELECTRIC RISER y333 PROTECT POWER POLES PROPOSED TEMPORARY EASEMENT El ii I I PROTECT IRRIGATOR WELL _ 1 REMOVE & RESET MAILBOX REMOVE DRIVEWAY I - 1 STA. TO STA. SIDE SQ. YDS. 109+86 RT 35 REMOVE & RESET MAILBOX STATION SIDE 109+51 IT SECTION LINE . >K \t\43113 33.1• •• • S EL E1.+4936106 _2 EXISTING R O Y/ PROTECT POWER POLE 1 LIMITS OF CONSTRUCTO PROTECT POWER POL ADJUST WATER VALVE BOX TO GRADE STATION SIDE EA 107+57 31' RT 2 RELOCATE EXISTING FIRE HYDRANT ASSEMBLY STATION SIDE EA 107+57 33' RT 15"x32' RCP REMOVE DRIVEWAY CULVERT PIPE STATION SIDE DESCRIPTION 108+00 29' RT 15"x32' RCP 109+85 28' RT 18'x24' CTAP REMOVE RETAINING WALL GAS VALVE BOX TO GRADE STATION SIDE LE 109+66 29' RT 36 RETAINING WALL IS MODULAR BLOCK AND SHALL BE SALVAGED TO OWNER ADJUST GAS VALVE BOX TO GRADE STATION SIDE I EA 106+45 16 IT 1 ti w h i Q tnU tan moomel Q 0 0 9 REVISIONS CO Oo w0 0: z 0 Z h Q zu, o+ NT 0o F CO N N Z 0 U N Z W N W O - ccZ a Cj C9 Z N Q En a� H m acc D OO U O O Z O =a U O J O N HASTINGS. NEBRASKA dr (WOG er 7010 tro ." 0000 cmai to. 0341.201 SHEET co 81350_FPRFL 81350_PR19: 0 h m BUILD 8" DOWELED CONCRETE PAVEMENT STA. TO STA. SIDE SO. YDS. 111+00-116+50 LT & RT 2.200 BUILD 6" CONCRETE BIKEWAY STATION STA. TO STA. SIDE SO. YDS. 111+00-116+50 RT 612 11+00 /- PROPOSED TEMPORARY EASEMENT J 112+00 113+00 STA. 113+25 TO 113+75 EXISTING GAS MAIN TO BE RELOCATED BY HASTINGS UTILITIES 114+00 PROJECT NO. SHEET NO URB -7552(1) 2-L11 C N 42525 APPROXIMATE FLOOD HAZARD BOUNDARY STA. 116+00 EXISTING GAS MAIN IS 115+00 ANTICIPATED TO BE BELOW PROPOSED INLET. 116+00 — 11SE EXTREME LAU RUtr LIMITS OF CONSTRDC11011 — — _ -- — DURING CONSTRUCTION \ FL EL =1916 17 AFL. EL =1915 32 '-‘1.14‘14.133,441.4 N 1 0' ID' 20' 40 SCALE IN FEET PROPOSED ROW LOCHLAND ROAD EAST SECTION LINE yn—i 1 EXISTING R 0 W. PROPOSED TEMPORARY EASEMENT PROTECT POWER POLE & TELEPHONE RISER REMOVE DRIVEWAY CULVERT PIPE STATION SIDE DESCRIPTION 114+68 22 LT 1 10x20 CUP PROTECT POWER POLE PROPOSED PERMANENT EASEMENT ADJUST WATER VALVE BOX TO GRADE STATION STATION SIOE EA 31' RT 116+17 29' RT 2 Ij RELOCATE EXISTING FIRE HYDRANT ASSEMBLY STATION SIDE EA 116+17 31' RT 1 OMITS OF CONSTRUCTION J N w d A V VI'11 Q 6C) REVISIONS To - 0 I- 2 W to S N W 0- Z o_ti 2 Z > N Q It) a� Nm W 02 CC 0 ' Z O _D -D_ 0 0 -J 0 N HASTINGS, NEBRASKA wnby N0JeII MG: AI IT ONOC TT FICK FICA TAG Noy Im- MOG1150 thamn net n110 01:01 mq Gni 03414011 SHEET 2-L11 81350 PST i R N % Qo Fa -C u 00 APPROXIMATE FLOOD HAZARD BOUNDARY BUILD 6" CONCRETE DRIVEWAY STA. TO STA. SIDE SO. YDS. 119+36 LT 28 120+07 RT 32 121+53 LT 28 BUILD 8" DOWELED CONCRETE PAVEMENT STA. TO STA. SIDE SQ. YDS. 116+50-122+00 LT & RT 2.200 BUILD 6" CONCRETE BIKEWAY STA. TO STA. SIDE SQ. YDS. 116+50-119+99 RT 388 120+15-122+00 RT 206 GRAVEL SURFACE COURSE STA. TO STA. SIDE TON 119+34 LT 0.5 120+07 RT 5.0 121+53 LT 0.5 117+00 EXISTING R 0. W XX X SECTION LI STA. 117+45 TO 117+65 EXISTING GAS MAIN IS ANTICIPATED TO BE BELOW PROPOSED BOX CULVERT USE EXTREME CAUTION DURING CONSTRUCTION 178+00 —_—_ ABANDONED GAS MAIN -- • 4 PROTECT POWER POLE I� EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED BOX CULVERT. USE EXTREME CAUTION DURING CONSTRUCTION. PROPOSED ROW LIMITS OF CONSTRUCTION PROTECT TREES FROM DAMAGE LOOHLAND ROAD EAST APPROXIMATE FLOOD HAZARD BOUNDARY -� PROJECT NO SHEET NO URB -7552(1) 2-L12 PROPOSED TEMPORARY EASEMENT PROTECT TREES STA. 120+32 TO 120+85 S 120t0�� FROM DAMAGE EXISTINGLOWGAS MAINDINLETS 121+00 ANTICIPATED TO BE BELOW PROPOSED I•/ USE EXTREME CAUTION -� / DURING CONSTRUCTION —r J I FL EL.=1911.18 EXISTING R 0 P/ PROTECT POWER POLE REMOVE EXISTING BRIDGE STRUCTURE STATION EA 117+42 -117+68 NOTE REMOVE BRIDGE DECK, GUARDRAILS, & ALL APPURTANCES AS NECESSARY TO CONSTRUCT BOX CULVERT. SALVAGE TWIN TEE GIRDERS TO COUNTY LIMITS OF CONSTRUCTION 1- PROPOSED PERMANENT EASEMENT REMOVE DRIVEWAY CULVERT PIPE STATION SIDE DESCRIPTION 121+50 19' LT 24'x23CMP REMOVE EXISTING PIPE CULVERT STATION STATION SIDE DESCRIPTION EXC. CU.YDS. 120+74 LT & RT 48"x47' CMP 121+34 73 ADJUST GAS VALVE BOX TO GRADE STATION SIDE EA 116+72 17' LT i I SUPPORT POWER POLE DURING CONSTRUCTION - COORDINATE MTh HASTINGS UTILITIES PROPOSED TEMPORARY EASEMENT REMOVE 8 RESET MAILBOX STATION SIDE 119+52 LT 121+67 LT SIGNS TO BE SALVAGED TO PROPERTY OWNER 910.01 C N 42525 I = 20' 0' 10' 20' 40' SCALE IN FEET 122+00 FL, EL=1911.20 IL LL PROPOSED PERMANENT EASEMENT— EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED CULVERT. USE EXTREME CAUTION DURING CONSTRUCTION. LARGE TREE REMOVAL X STA. SIDE EA 117+63 57' RT 120+69 37' LT 1 121+34 35' LT 1 121+66 26' LT N- PROTECT POWER POLE U 0 REVISIONS 1n Q O8 04 W N z Q ZU, 0 + 7 co F u) CI) Z 0 U O HASTINGS, NEBRASKA rx 0Ic. 060• ,, mon. 0m a• ab BUTT CONE 3 -We coop mo SHEET 2-11 STA. 123+22 EXISTING GAS MAIN TO BE LOWERED BY HASTINGS UTILITIES 122+00 PROPOSED TEMPORARY EASEMENT / EXISTING R.O W EXISTING R 0 W ---_-_,_ LIMITS OF CONSTRUCTION PROTECT MANHOLE - I 123+OD 0 of 0 l EXISTING R 0 W. -_-- PROPOSED TEMPORARY EASEMENT EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION DURING CONSTRUCTION - PROTECT TELEPHONE RISER EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW 125+00 PROPOSED STORM SEWER USE EXTREME CAUTION DURING CONSTRUCTION E BUILD CONCRETE CLASS 47B -I -IE -3500 6" DRIVEWAY - STA. TO STA. SIDE SO. YDS. 126+41 RT 07 BUILD 8" DOWELED CONCRETE PAVEMENT STA. TO 5TA. SIDE SO. YDS. 122+00-127+50 LT & RT 2.200 123+71 LT 163 BUILD 6" CONCRETE BIKEWAY STA. TO STA. SIOE SO. YDS. 122+00-126+30 RT 479 126+53-127+50 RT 109 I GRAVEL SURFACE COURSE REMOVE EXISTING PIPE CULVERT STA. TO STA. SIDE TON 300+52-301+72 LT & RT 26 STA. 124+85 TO 125+35 EXISTING GAS MAIN TO BE RELOCATED BY HASTINGS UTILITIES LIMITS OF CONSTRUCTION EXISTING ft 0 W BUILD CONCRETE HEADER STA. TO STA. SIDE CY 123+52.24 TO 123+88.24 46' LT 0.92 126+00 PROJECT NO SHEET NO URB -7552(1) 24.13 127+00 C N 42525 i 0 10' 20' 40 SCALE IN FEET X ECTION LI 0 in OT) LOCHLAND ROAD EAST 0. 0 EB 51 0 0, w 6 v0 00 et, 101 00 E 10 /0 Eo V` PROTECT POWER POLE GUY WIRES TO SE RELOCATED BY HASTINGS UTILITIES - - - - ` LIMITS OF CONSTRUCTION PROTECT POWER POLE GUY WIRES TO BE RELOCATED BY HASTINGS UTIMTIES CONTRACTOR TO CONTACT CITY SURVEYOR TO TIE OUT SECTION CORNER PRIOR TO CONSTRUCTION IN THIS AREA FL EL.=19 1- EXISTING R 0 W PROPOSED TEMPORARY EASEMENT PROTECT EXISTING BRICK & IRON FENCE DURING CONSTRUCTION En.-_. PROTECT POWER POLE REMOVE TREES AS NECESSARY FOR CHANNEL CONSTRUCTION AND GRADING. PLANTS, TREES. & SHRUBS NOT IN CONFLICT WITH CONSTRUCTION SHALL REMAIN IN ACCORDANCE WITH U.S. ARMY CORP SECTION 404 FOR THIS PROJECT PROTECT MANHOLE EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION I DURING CONSTRUCTION APPROXIMATE FLOOD HAZARD BOUNDARY REMOVE & RESET MAILBOX REMOVE EXISTING PIPE CULVERT 4 1 STA. TO STA. STATION SIDE DESCRIPTION EXC. CU. YDS. 123+53 LT & RT 15"x48' VCP 23 PROTECT MANHOLE EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION I DURING CONSTRUCTION APPROXIMATE FLOOD HAZARD BOUNDARY REMOVE & RESET MAILBOX REMOVE DRIVEWAY 4 1 STA. TO STA. SIDE SO. YDS. 126+42 RT 38 PROTECT MANHOLE EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION I DURING CONSTRUCTION APPROXIMATE FLOOD HAZARD BOUNDARY REMOVE & RESET MAILBOX STATION SIDE 126+19 RT 126+60 RT ADJUST WATER VALVE BOX TO GRADE STATION SIDE EA 124+30 30' RT 2 RELOCATE EXISTING FIRE HYDRANT ASSEMBLY STATION SIDE EA 124+30 32' RT 1 PROTECT EXISTING GATE & LANDSCAPING DURING CONSTRUCTION ANY CONFLICTING ITEMS TO BE SALVAGED TO OWNER S REVISIONS ¢o Z Z W 111 N CN O� Z Lj L7 Z_ '- 5 UI a to W W d Z OF O_ W0 D Z Ua O J N HASTINGS, NEBRASKA tan[nUyd e y yY aao0 by C'r,r :0014”n Craw no Min 10 03“1 01,11 21.'011 LH 00< 000 SHEET 2-L13 LARGE TREE REMOVAL X STA. SIDE EA 122+69 102' RT 1 S REVISIONS ¢o Z Z W 111 N CN O� Z Lj L7 Z_ '- 5 UI a to W W d Z OF O_ W0 D Z Ua O J N HASTINGS, NEBRASKA tan[nUyd e y yY aao0 by C'r,r :0014”n Craw no Min 10 03“1 01,11 21.'011 LH 00< 000 SHEET 2-L13 REMOVE FENCE STA. SIDE LE 124+04 - 124+16 26' LT 31 S REVISIONS ¢o Z Z W 111 N CN O� Z Lj L7 Z_ '- 5 UI a to W W d Z OF O_ W0 D Z Ua O J N HASTINGS, NEBRASKA tan[nUyd e y yY aao0 by C'r,r :0014”n Craw no Min 10 03“1 01,11 21.'011 LH 00< 000 SHEET 2-L13 8t350_IBLK BUILD CONCRETE CLASS 47B -HE -3500 6" DRIVEWAY — STA. TO STA. SIDE SO. YDS. 127+83 RT 61 BUILD 8'' DOWELED CONCRETE PAVEMENT ,. STA. TO STA. SIDE SO. YDS. 127+50-131+50 LT & RT 1,600 131+00 RT 147 500+48-500+98 LT & RT 173 BUILD 6" CONCRETE BIKEWAY STA. TO STA. SIDE SO. YDS. 127+50-127+75 RT 28 127+91-130+80 RT 323 131+26-131+47 RT 25 INSTALL REMOVABLE BOLLARD STA. TO STA. SIDE SIDE EA 130+70 20 29' RT 1 131+37 I 29' RT I 126+00 INSTALL DETECTABLE WARNING PANEL STA. SIDE 50. FT. 130+74 RT 20 131+33 RT 20 1%,," GAS LINE STA. TO STA. SIDE LF 130+40 - 131+50 30' LT 110 GAS LINE CONNECTION STA. SIDE EA 130+40 29' LT 129+00 PROPOSED TEMPORARY EASEMENT 130+00 EXISTING R 0 N PROTECT GAS METER 131+00 - USE EXTREME CAUTION HIGH PRESSURE GAS MAIN ` LIMITS OF CONSTRUCTION GA PROJECT NO, SHEET NO URB -7552(1) 2-L14 C N 42525 I 1' = 20' eniie 0' 10' 20' 40' SCALE IN FEET GAS: LOCHLAND'ROAD EAST • EXISTING GAS MAIN IS ANTICIPATED TO BE BELOW __ __.__. _; Il PROPOSED INLET. USE EXTREME CAUTION DURING CONSTRUCTION - EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION DURING CONSTRUCTION 1CC1CctiN . '--F EL=1916.03 - EXISTING R 0 W PROTECT POWER POLE PROTECT EXISTING ARCHWAY & CONCRETE LANDSCAPING DURING CONSTRUCTION PRO PROTECT POWER POLE PROPOSED TEMPORARY EASEMENT REMOVE PAVEMENT I STA. TO STA. SIDE SO. YDS. 131+03 RT 261 REMOVE DRIVEWAY I- 'I STA. TO STA. SIDE 127+83 SO. YDS. 127+83 1 RT ( 25 REMOVE DRIVEWAY CULVERT PIPE STATION SIDE DESCRIPTION 127+83 29' RT 18%24' CMP REMOVE EXISTING PIPE CULVERT STATION SIDE DESCRIPTION EXC. CO. YDS. 131+03 29' RT 18'%41' CMP 21 REMOVE RETAINING WALL STATION STATION SIDE LF 127+83 29 RT 20 STAINING WALL IS CONSTRUCTED OF WOOD POLES. REMOVE & RESET MAILBOX STATION SIDE 128+02 RT MTA ITS OF CONSTRUCTION ADJUST WATER VALVE BOX TO GRADE STATION SIDE EA 131+40 28' RT 2 RELOCATE EXISTING FIRE HYDRANT ASSEMBLY STATION SIDE EA 131+35 29' RT 1 ADJUST GAS VALVE BOX TO GRADE STATION SIDE EA T29+33 23' LT 2 130+38 37' RT 30' LT 130+67 37' RT I PROTECT GAS METER EXISTING R O.W FG' EL -1912.0: EXISTING R 0W PROTECT POWER POLE & TELEPHONE RISER REMOVE GAS LINE LARGE TREE REMOVAL STA. TO STA. SIDE X STA. SIDE EA 130+31 30' LT 1 REMOVE GAS LINE STA. TO STA. SIDE LF 130+40 - 131+50 30' LT 110 h Li in O mis)a06 S S 0 U (21 0 0 REVISIONS to I - Z Ill UT UJV) Lt.! 0 K Z M. ZrZ_ > N a1O Iail 00 0Z Lt 0 Z 0 0 J N ASTINGS, NEBRASKA warn, by In [eeoed by onoc uv Cm , CONN 10 boPt10 ONN0.vl you 03 214.7111 1100 SHEET 7-I 14 e. 0. 0I m in a 0 "a1 "o 0 O. a� aE a- t& L0 ° E im rip, 7 QE Eo 0< BUILD 6" CONCRETE DRIVEWAY 9 STA. TO STA. SIDE SO. YDS. TON 133+99 LT 23 0.5 BUILD 8" DOWELED CONCRETE PAVEMENT STA. TO STA. SIDE SO. YDS. 131+50-134+50 LT & RT 1,200 GRAVEL SURFACE COURSE STATION STA. TO STA. SIDE TON 133+99 LT 0.5 1''/." GAS LINE STA. TO STA. SIDE LF 131+50 - 134+16 3C' LT 266 GAS LINE CONNECTION STA. SIDE EA 134+16 29' LT REMOVE DRIVEWAY CULVERT PIPE STATION SIDE DESCRIPTION 133+99 23' LT 24"x21' RCP REMOVE RETAINING WALL STATION STATION SIDE LF 133+99 23' RT 18 LATE; RETAINING WALL IS CONSTRUCTED OF CONCRETE. 132+00 PROPOSED TEMPORARY EASEMENT EXISTING R 0.W. PROTECT POWER POLE & TELEPHONE RISER 133+00 / 134+00 LIMITS OF CONSTRUCTION AS GAC _ 11 0- LOCHLAND.ROAD EAST Fl El =19(7 OF SECTION LINE 491207 / / // PROPOSED TEMPORARY EASEMENT /0 / 'F PROTECT ELECTRIC RISER ` EXISTING R 0 \9 PROTECT POWER POLE & GUY 1NRE �---- PROTECT EXISTING EVERGREEN TREES REMOVE & RESET MAILBOX STATION SIDE 134+12 RT ADJUST GAS VALVE BOX TO GRADE STATION SIDE EA 134+16 29' LT 1 LIMITS OF CONSTRUCTION REMOVE GAS LINE STA. STA. TO STA. SIDE LF 131+50 - 134+16 30' LT 266 LIMITS OF CONSTRUCTION C N 42525 O tin6 0 0 0' 10' 20' SCALE IN FEET m 00.00 ty. TAO toot Teokum 0 pow 0P0101/UI SHEET 2-L15 LARGE TREE REMOVAL X STA. SIDE EA 131+51 30' LT 1 131+71 30' LT 1 131+87 29' IT 132+31 24' LT 1 132+55 24' LT 132+60 24' LT 132+73 24' LT C N 42525 O tin6 0 0 0' 10' 20' SCALE IN FEET m 00.00 ty. TAO toot Teokum 0 pow 0P0101/UI SHEET 2-L15 81350_PPRFL 81350_P BUILD 6" CONCRETE DRIVEWAY STA. TO STA. SIDE SO. YDS. STA. TO STA, SIDE SD. YDS. 135+67 RT 45 BUILD 8" DOWELED CONCRETE PAVEMENT_ STA. TO STA. SIDE SO. YDS. 134+50-136+00 LT & RT 600 I GRAVEL SURFACE COURSE STA. TO STA. SIDE TON 135+67 RT 2.5 136+00-139+00 LT & RT 82 137+20 RT 2.5 137+48 LT 2.5 FIELD VERIFY LOCATION OF EXISTING GAS SERVICE & VALVE. SERVICE SHALL BE RELOCATED BY HASTINGS UTILITIES IF NECESSARY - EXISTING GAS MAIN IS ANTICIPATED TO BE BELOW PROPOSED INLET. USE EXTREME CAUTION DURING CONSTRUCTION 35+00 BUILD CONCRETE HEADER STA. TO STA. SIDE CY 136+00 LT & RT 0.92 PROPOSED PERMANENT EASEMENT 136+00 EXISTING R O W PROTECT POWER POLE 137+00 - PROPOSED TEMPORARY EASEMENT 138+00 LIMITS OF CONSTRUCTION PROTECT TELEPHONE RISER 139+00 PROJECT NO.. SHEET NO URB -7552(1) 2-L16 C N 42525 N I 1'= 20' 0 10' 20' 40' SCALE IN FEET EL=1904.36 FL EL=1910 SSU VA \\V EL=197110 LOCHLAND ROAD EAST (Jl PROTECT POWER;POLE PROPOSED PERMANENT EASEMENT EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION DURING CONSTRUCTION EXISTING GAS MAIN IS ANTICIPATED TO DE BELOW PROPOSED STORM SEWER & INLET USE EXTREME CAUTION DURING CONSTRUCTION REMOVE EXISTING PIPE CULVERT STATION SIDE STATION SIDE DESCRIPTION EXC. CU. YDS. 135+51 LT & RT 60-x48' CMP 114 REMOVE DRIVEWAY CULVERT PIPE STATION SIDE DESCRIPTION 137+48 22' LT 24"x20' CMP -I EXISTING R O.1Y.� EXISTING WATER MAIN IS PROTECT POWER POLE I ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION DURING CONSTRUCTION PROPOSED TEMPORARY EASEMENT ADJUST WATER VALVE BOX TO GRADE STATION SIDE EA 137+76 29' RT 2 RELOCATE EXISTING FIRE HYDRANT ASSEMBLY STATION SIDE EA 137+76 31' RT ADJUST GAS VALVE BOX TO GRADE STATION SIDE EA 135+10 23' IT LIMITS OF CONSTRUCTION LARGE TREE REMOVAL IIIIMIIIIMI SIDE ®n Sinn ®�O135+53 135+56 51 RT 0 J F Q tan 0O tn Q 0 0 S ¢0 REVISIONS En Od h + W 0 m DO Q Z Mei 0 + U D • Q CCF Hy U 0 0 U co Z W YT w N W 0 • D: O- Lj U' Z 7 Q N -to W � DO O Z cc U 0 0-, Z U 0 -J N ASTINGS, NEBRASKA e41+Y nex WA.eotY RCK IL oY enw.n.”, ma,c0Nmop CR. ow.mu SHEET PROTECT EXISTING RCP CULVERT C7 N CO CJ Q 2,cri EXISTING R O.W BUILD STORM SEWER PIPE TYPE 1, 7 OR 8 0 NO. SIZE LENGTH SLOPE DESCRIPTION 1 24" 16' 0.26% EXISTING PIPE FL=1932.24 TO MN 9 FL=1932.28 2 24" 16' 0.26% FES 2 FL=193197 TO EXISTING PIPE FL=1932.01 33 24" 10' 1.40% IAN 9 FL=1932.50 TO EXISTING PIPE FL=1932.64 34 24" 6' 1.00% MN 9 FL=1932.34 TO FES 1 FL=1932.40 BUILD STORM SEWER CURB INLET PLAN 443 R8 0 NO. STATION SIDE RIM EL FL EL X Y I 101+85.5 24.6' LT. 1935.80 1932.21 3.59 12' 2 101+86.1 28.8' Rt 1935.74 1932.06 3.68 12' REMOVE & REINSTALL FLARED -END SECTION a, NO. STATION SIDE SIZE FL EL I 101+83.2 62.8' LT. 24" 1932.40 2 101+86.9 66.3' RT. 24* 1931.97 BUILD STORM SEWER MANHOLE O NO. STATION SIOE RIM EL FL EL INO. T 1 101+85.6 35.3' LT. Y/ = 193250 9 101+85.4 535- LT 1935.25 N = 193234 24" 0.53 43 3 S = 1932.28 PROTECT POWER POLE PROJECT NO. SHEET NO UP,3-7552(1) 2-L17 C N 42525 BUILD CONCRETE COLLAR 0 NO. STATOR SIDE SIZE CY CONCRETE LOS STEEL 1 101+85.6 35.3' LT. 24" 0.53 43 2 101+86.7 50.3' RT. 24" 0.53 43 3 101+73,2 53.3' LT. 24" 0.53 43 i I 20' realm Ciiismazial 0' 10' 20' 40' SCALE IN FEET - TELEPHONE RISER PROPOSED TEMPORARY EASEMENTTELEPHREL RISER TO BE RELOCATEDTO BE RELOCATED BY OTHERS EXISTING R 014 BY O7HER5 LIMITS OF CONSTRUCTION PROTECT EXISTING RCP CULVERT LI _J T N PROTECT POWER POLES T USE EXTREME CAUTION AROUND EXISTING FIBER OPTIC CABLE r EXISTING R 0 W. L 1 LOCHLAND'ROAD EAST PROTECT POWER POLE -------------- EXISTING-R-0 ------------ EXISTI-NG R O W LIMITS OF CONSTRUCTION PROPOSED TEMPORARY EASEMENT V) W REVISIONS Z 0 q + J 0 CI_ a: O w wo O + -5 O• < O c Lo N HASTINGS, NEBRASKA ci 0. ci a. 13U, 1 cx 2. - la id V; 0< to a. Exn NY, oi a Wa c2 90 o rca ✓ i cx 0E7 0 .P.P4 ON Et. 110+00 \\SNISON.:\ 111+00 BUILD STORM SEWER PIPE TYPE 1, 7 OR 8 0 NO. SIZE LENGTH SLOPE DESCRIPTION 7 18" e 11.UU ,.. MH 2 FL=1916,73 TO CI 5 FL=1916.09 FILL = 3.16' PLAN 411 8 18 28' 4.865 MN 2 FLP1916.73 TO CI 6 F1=1916.09 FILL = 3.29' PLAN 411 BUILD STORM SEWER MANHOLE 0 NO. STATION SIDE RIM EL FL EL 2 113+50 ID' RT, 1921.73 1916.73 • 112+00 PROPOSED TEMPORARY EASEMENT EXISTING R 0 VI BUILD STORM SEWER CURB INLET PLAN 443-R8 0 NO. STATION SIDE RIM EL FL EL X Y 5 113+50 1 16' RT. 1922.09 N = 1918.09 4.00 12' 6 113+50 ID' LT. 1922.09 S = 1918.09 4.00 12' STA, 113+25 TO 113+75 EXISTING GAS MAIN TO BE RELOCATED BY HASTINGS UTILITIES 113+00 ci PROPOSED ROW \ 114+00 LIMITS OF CONSTRUCTION LOCHLAND ROAD EAST 1- 7 • PROJECT NO. SHEET NO. URB -7552(1) 2-L18 ON 42525 0' 10' 20' 40' SCALE IN FEET 115+00 PROTECT POWER POLE \- PROPOSED TEMPORARY EASEMENT EXISTING R 0 W PROTECT POWER POLE N. TELEPHONE RISER PROTECT POWER POLE LIMITS OF CONSTRUCTION 9 S rth cZ REVISIONS Z CD • - Lu 0 W (DC) • + 0 *- 0 CD in W 2 w > O . z ci 0 _ Zr a. Ut LU6 D ad z D• I - ow 1• ", 0 _3 CC XC - C) 0 01 ASTINGS, NEBRASKA dc -cc. ti Ut evA.,1 FICA ATTIOve4tY TAG axpcbe TAG 2005.135A CoAmr11 na 11050 8/1A01,..11 dE0 SHEET 81350 MLR 0. 0 m 0 i NE cIN ary Eo BUILD STORM SEWER PIPE TYPE 1, 7 OR 8 0 NO. SIZE LENGTH SLOPE DESCRIPTION 3 30' 145' 1.235 TAP PROPOSED BOX CULVERT FL=1910.81 TO MH 1 FL=1912.60 FILL = 2.99' PLAN 411 4 24' 250' 1.655 MN 1 FL=1912.60 TO MN 2 FL=1916.73 FILL = 2.75' PLAN 411 5 15" 8' 17.005 MN 1 F1=1912.60 TO CI 3 FL=1913.96 FILL. = 3.42' PLAN 411 6 15" 28' 4.565 IAN 1 F1=1912 60 TO CI 4 FL=1913.96 FILL = 3.54' PLAN 411 BUILD STORM SEWER MANHOLE O NO. STATION SIDE RIM EL FL EL 1 116+00 10' RT. 1917.60 E = 1912.60 STA. 116+00 EXISTING GAS MAIN IS ANTICIPATED TO BE 115+00 BELOW PROPOSED INLET USE EXTREME CAUTION DURING CONSTRUCTION -Thi APPROXIMATE FLOOD HAZARD BOUNDARY 116+00 --. -. 0 TEMPORARY EASEMENT PROPOSED BUILD STORM SEWER CURB INLET PLAN 443-R8 0 NO. STATION SIDE RIM EL FL EL X Y 3 116+00 18' RT. 1917.96 N = 1913.96 4.00 12' 4 116+00 18' LT. 1917.96 5 = 1913.96 4.00 12' STA 117+55.06 - CL OF ROADWAY BUILD TRIPLE 6X6 -X73' CONCRETE BOX CULVERT SPECIAL PLAN IC FILL _ 1- EXC = 145 CU YDS. 157.51 CU.YDS. P.C. CONCRETE 13465 LBS. REINFORCING STEEL DOWNSTREAM F1=1906 60 UPSTREAM FL =1905 82 SLOPE=0.305 Vis) PROPOSED ROW 117+00 ( XXX STA. 117+45 TO 117+65 EXISTING GAS MAIN IS ANTICIPATED TO BE _ BELOW PROPOSED BOX CULVERT USE EXTREME CAUTION DURING CONSTRUCTION 118+00 LIMITS OF CONSTRUCTION ABANDONED GAS MAIN 15WNG R 0 W APPROXIMATE FLOOD HAZARD BOUNDARY —\ 119+00 PROJECT NO. SHEET NO URB -7552(1) 2-L19 PROPOSED TEMPORARY EASEMENT C N 42525 0' 10' 20' 40' SCALE IN FEET 120+00 LOCHLAND ROAD EAST PROTECT POWER POLE EXISTING R O.W. LIMITS OF CONSTRUCTION PROPOSED PERMANENT EASEMENT EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED BOX CULVERT. USE EXTREME CAUTION DURING CONSTRUCTION PROTECT POWER POLE REVISIONS z0 0- N ial O 110 Wp /n + K t- o O Z UJZ N u1° W O D Z Z r > 01 C r_ N co Q ccW OO ccU O W Z O Ia.. U 0 J N HASTINGS, NEBRASKA drawn b Ne,.ea pY AL by OC by mora m. vOal.1 n RUi0 STh11110.0-1 0010-� 011..,..m, MI P[YS P00 Ton SHEET 2119 altn Ui 0 :0 Eo is BUILD STORM SEWER PIPE TYPE 1 0 NO. SIZE LENGTH SLOPE DESCRIPTION 9 45"R.E. 25' 0.60%. FES 1 F1=1909.80 TO CI B FL=1910.00 10 46"R.E. 36' 1.14% CI 8 FL=1910.00 TO CI 7 FL=1910.41 FILL=1.96' PLAN 411 11 413-R.E. 10' 3.20: CI 7 FL=1910.41 TO FES 2 FL=1910.72 BUILD STORM SEWER PIPE TYPE 1, 7 OR 8 0 NO. SIZE LENGTH SLOPE DESCRIPTION 12 15- 43' 1.65: CI 7 FL=1910.41 TO CI 9 FL=1911.12 13 15" 43' 2.60% CI B FL=1910.00 TO CI 10 FL=1911.12 14 24" 49' 2.04% FES 4 FL=1908.80 TO MN 3 FL=1909.80 FILL=5.25 PLAN 411 15 24' 80' 1.25% MN 3 FL=1909.80 TO MH 4 FL=1910.80 FILL=5.35' PLAN 411 16 15" 62' 5.89% MN 4 FL=1913,10 TO FES 5 FL=1916.75 17 15" 46' 4.57% MN 4 FL=1913.10 TO FES 6 FL=1915.20 FILL=3.47' PLAN 411 18 16" 218' 0.925 MN 3 FL=1911.00 TO MN 5 FL=1913.00 19 15" 8' 8.13% MN 5 FL=1913.00 TO CI 11 FL=1913.65 FILL=2.74' PLAN 411 20 15" 28' 2.32% MN 5 FL=1913.00 TO CI 12 FL=1913.65 F1LL=2.83' PLAN 411 BUILD FLARED -END SECTION A NO. STATION SIDE SIZE FL EL TYPE f 120+74 43' RT. 48"R.E. 1909.80 CONC. FES 2 120+74 28' LT. 48"R.E. 1910.72 CONC. FES 4 122+95 59' RT. 24" 1908.50 FES 5 123+49 109' LT. 15" 1916.75 FES 6 123+96 48' LT. 15" 1915.20 FES 120+00 F 121+00 "C O BUILD MODIFIED STORM SEWER CURB INLET 0 NO. STATION SIDE RIM EL FL EL X Y PLAN 120+30 18' LT. 1915.12 1911.12 W = 1910.41 12' 10 120+30 7 120+74 18' LT 1915.16 N = 191041 4,75 12 2-N 1917.65 1913.65 4.00 12' 5 = 1910.41 125+12.5 18' LT. 1917.65 1913.65 4.00 12' 5 W = 191000 10' RT. 1917.29 1913.00 8 120+74 18- RT 1915.16 N = 191000 516 12' 2-N S = 1910.00 BUILD STORM SEWER CURB INLET PLAN 443-R8 0 NO. STATION SIDE RIA EL FL EL X Y 9 120+30 18' LT. 1915.12 1911.12 4.00 12' 10 120+30 18' RT. 1915.12 1911.12 4.00 12' 11 125+12.5 18' RT. 1917.65 1913.65 4.00 12' 12 125+12.5 18' LT. 1917.65 1913.65 4.00 12' BUILD STORM SEWER MANHOLE 0 NO. STATION SIOE RIM EL FL EL E = 1911.00 3 122+95 10' RT 1917 35 N = 1909 80 S = 1909.80 N = 1913.10 4 123+49 48' LT 191863 E a 1913.10 S = 1910.80 5 125+12.5 10' RT. 1917.29 1913.00 STA. 120+32 TO 120+85 EXISTING GAS MAIN IS ANTICIPATED TO BE - BELOW PROPOSED INLETS. USE EXTREME CAUTION DURING CONSTRUCTION STA. 123+22 EXISTING GAS MAIN TO BE LOWERED BY HASTINGS URURES 122+00 r LIMITS OF CONSTRUCTION/ PROPOSED TEMPORARY EASEMENT / �- EXISTING R.O.W 1U1 'LOCHLAND ROAD EAST. CPT EXISTING R 0 W PROTECT MANHOLE - ' >y I 123+00 A 0 -J LL O J_ '' - PROPOSED TEMPORARY EASEMENT Hr -1--- EXISTING R 0 W II -EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW !. I PROPOSED STORM SEWER USE EXTREME CAUTION -._ DURING CONSTRUCTION - PROTECT TELEPHONE RISER - EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION DURING CONSTRUCTION i CP 013) PROJECT NO. SHEET NO URB -7552(1) 2-L20 C14 42525 w I = 20" 0' 10' 20' 40' SCALE IN FEET STA. 124+85 TO 125+35 EXISTING GAS MAIN TO BE RELOCATED BY HASTINGS UTILITIES 125+00 L I SUPPORT POWER POLE -I DURING CONSTRUCTION _ I. COORDINATE WAIN J HASTINGS UTILITIES PROPOSED PERMANENT EASEMENT EXISTING WATER - MAIN IS ---- ANTICIPATED TO BE BELOW PROPOSED CULVERT. USE EXTREME CAUTION DURING CONSTRUCTION EXISTING R 0 49 T _..- PROTECT POWER POLE GUY WARES TO BE RELOCATED N- PROTECT -BY HASTINGS UTILITIES -- - POWER POLE - - TOE OF ROADWAY FILL 20 LIMITS OF CONSTRUCTION t_ �-- PROTECT POWER POLE -. GUY WIRES TO BE RELOCATED BY HASTINGS UTILITIES CONTRACTOR TO CONTACT CITY SURVEYOR TO TIE OUT SECTION CORNER PRIOR TO CONSTRUCTION IN THIS AREA PROTECT MANHOLE EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION DURING CONSTRUCTION PROPOSED TEMPORARY EASEMENT N W L- C U in to 0 0 REVISIONS O HASTINGS, NEBRASKA drawn 10 tnGr0 by vad by ONO0 by nrc;ta no: 70,1}1]50 nwnlno bb O 511.1010U1 n.,-. ozram' SHEET 2-L20 130+00 PROTECT GAS METER BUILD STORM SEWER PIPE TYPE 1, 7 OR 8 0 NO. S12E LENGTH SLOPE DESCRIPTION 22 24" 386' 0.95: MH 6 FL=1904.55 TO MH 7 FL=1908.23 PLL=2.75' PLAN 411 23 18" 48' 1.90% MN 7 FL=1908.23 TO MN 6 FL=1909.14 FILL=3.29' PLAN 411 26 15" 38' 10.18% MH 7 FL=1908.23 TO FES 8 FL=1912.10 FILL=3.48' PLAN 411 27 15" 38' 11.47: MN 6 FL=1909.14 TO FES 9 FL=1913.50 FILL=3.53' PLAN 411 28 15" 45' 3.18% MH 8 FL=1911.14 TO CI 15 FL=1912.57 FILL=1.56' PLAN 411 29 15' 28' 4.86% MN 8 FL=1909.14 TO CI 16 FL=1910.50 FILL=3.53' PLAN 411 BUILD FLARED END SECTION A NO. STATION SIDE SIZE FL EL TYPE 8 131+28 48' RT. 15" 1912.10 FES 9 130+80 48' RT. 15' 1913.50 FES USE EXTREME CAUTION HIGH PRESSURE GAS MAIN 131+00 EXISTING GAS MAIN IS ANTICIPATED TO BE BELOW - PROPOSED INLET. USE EXTREME CAUTION DURING CONSTRUCTION 132+00 PROPOSED TEMPORARY EASEMENT EXISTING R 0 W BUILD STORM SEWER CURB INLET PLAN 443 R8 0 NO. STATION SIDE R11.1 EL FL EL X Y 15 130+36 18' RT. 1915.32 1912.57 2.75 12' IS 130+80 18' LT. 1914.50 1910.50 4.00 12' BUILD STORM SEWER MANHOLE 0 NO. STATION SIDE RIM EL FL EL 7 131+28 10' RE 1913.23 1908.23 W = 191114 8 130+80 10' RT 191414 E = 1909.14 N = 190914 S = 1909.14 IMPS OF CONSTRUCTION 133+00 PROTECT POWER POLE & TELEPHONE RISER 134+00 PROPOSED TEMPORARY EASEMENT PPP I S /I z W PROTECT GAS VALVES EXISTING R OW -� / / PROTECT POWER POLE & TELEPHONE RISER / PROTECT ELECTRIC RISER -' EXISTING WATER MAIN IS //ANTICIPATED TO BE BELOW PROPOSED STORM SEWER / USE EXTREME CAUTION DURING CONSTRUCTION //._ PROPOSED TEMPORARY EASEMENT 1 1 / ).;,„ /EXISTING ROW L / LOCHLANO ROAD-E.SGT PROTECT POWER POLE h GUY IMRE PROTECT EXISTING EVERGREEN TREES EXISTING R 0 W -' LIMITS OF CONSTRUCTION (22) —L. PROJECT NO. SHEET NO URB -7552(1) 2-121 C N 42525 N 20 0 10' 20' 40' SCALE IN FEET PROPOSED E-^-- -\ 135+00 EASE MENTT 1 ` J PROPOSED - PERMANENT EASEMENT U, w H- Q U KAVAN E-12767 0 Z o CL LU W 11.1 0 m— 0 0¢ co I REVISIONS N ASTINGS, NEBRASKA feavol.t, cheCittd Gamed If ONOC n mnnm. v000.um .,RIR_. .1115.0 :Tint d dmn � P.n.vou 111 RCK rICK TM, SHEET 9-I 91 Y CI 0 0 E O BUILD STORM SEWER CURB INLET PLAN 443 R80 NO. STATION SIOE RIM EL FL EL X Y 13 135+16.25 16' RT. 1909.89 1905.69 4.00 12' 14 135+16.25 16' LT, 1909.89 1905.69 4.00 12' BUILD STORM SEWER MANHOLE O NO. STATION SIDE RIM EL FL EL 21 30' 27' 0.44% E = 1904 55 6 135+16 25 10' RT. 1909 55 W= 1905.00 25 15" 28' 3.185 N N = 1905.00 5 = 1905.00 EXISTING GAS MAIN IS ANTICIPATED TO BE BELOW PROPOSED INLET. USE EXTREME CAUTION DURING CONSTRUCTION 135+00 r I J) 136+00 BUILD STORM SEWER PIPE TYPE 1, 7 OR 8 p NO. SIZE LENGTH SLOPE DESCRIPTION 21 30' 27' 0.44% TAP BOX FL=1904.43 TO IAN 6 FL=1904.55 FlLL=2.39' PLAN 411 24 15" 8' 11.13: MH 6 FL=1905.00 TO CI 13 FL=1905.69 FILL=3.30' PLAN 411 25 15" 28' 3.185 MN 6 FL=1905.00 TO CI 14 FL=1905.69 FILL=3.30' PLAN 411 30 24" 55' 4.165 TAP BOX FL=1905.70 TO FES 10 FL=1906.00 FlLL=2.22' PLAN 411 LAY DRIVEWAY CULVERT PIPE TYPE 2, 3, 4, 5, 6 ,7 OR 8 0 NO. SIZE LENGTH SLOPE FL EL TYPE DESCRIPTION 136+00 31 24" 32' 3.13: STA. 137+05. 26' RT. FL=1909.50 TO STA. 137+37. 26' RT, FL=1910.50 32 24' 32' 4.69% STA. 137+32. 26' LT. FL=1910.00 TO STA. 137+64, 25' LT. FL=1911.50 BUILD FLARED -END SECTION Q NO. STATION SIDE SIZE FL EL TYPE 10 136+00 28' RT. 24" 1908,00 FES II 137+05 26' RT. 24: 1909.50 FES 12 137+37 26' RT. 24' 1910.50 FES 13 137+32 26' LT. 24' 1910.00 FES 14 137+64 25' LT. 24' 1911.50 FES PROTECT POWER POLE EXISTING R 01/ PROPOSED TEMPORARY EASEMENT 137+00 LIMITS OF CONSTRUCTION 32 138+00 139+00 PROTECT 'TELEPHONE RISER FIELD VERIFY LOCATION OF EXISTING GAS SERVICE & VALVE. SERVICE SHALL BE RELOCATED rr--- _ BY HASTINGS UTILITIES IF NECESSARY-'.; 'L---""'" -- PROJECT NO. URB -7552(1) 2-L22 0' 10' 20' 40 SCALE IN FEET PROTECT POWER POLE EXISTING GAS MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER & INLET USE EXTREME CAUTION DURING CONSTRUCTION EXISTING WATER MAIN IS ANTICIPATED TO BE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION DURING CONSTRUCTION STA 135+51.46 - CL OF ROADWAY BUILD 6'X4'X70' CONCRETE BOX CULVERT ON 10 SKEW SPECIAL PLAN 2C FILL = 1 EXC = 185 CU. YDS. 61.64 CU.YDS. P.C. CONCRETE 5045 LBS. REINFORCING STEEL DOWNSTREAM FL =1903,70 UPSTREAM FL .1903 SLGPE=0.305 3t / A R, PROTECT POWER POLE PROPOSED TEMPORARY EASEMENT EXISTING WATER MAIN IS ANTICIPATED TO DE BELOW PROPOSED STORM SEWER USE EXTREME CAUTION DURING CONSTRUCTION OF CONSTRUCTION L EXISTING R OW REVISIONS 0 2 r - Z W u) N w w 1O O • • a Z a Lj Z 5 N Q r, N frm Q D W = 0o 0Z w W w Z a =a 0 0 J N HASTINGS, NEBRASKA mn] erttled A IOG C ON(1CCr [moon, no 8 6P.U1 tlny Erin 04t110:1 ACK TICK TAC SHEET 2-L22 rn 0 01 m 81350_PSTRAt m 0 SEEDING, TYPE C QUANTITY UNITS 3.00 ACRES EROSION CONTROL, CLASS 'IDE STATION SIDE SY 101+84 RT. 33 101+84 LT. 21 /- EXISTING R 0 W 100+00 ';1- -.. 101+00' 02+00 PROTECT POWER POLE - TELEPHONE RISER TO BE RELOCATED Y OTHERS 103+00 CURB INLET SEDIMENT FILTER 0 NO. STATION SIDE I EA 1 101+85,5 24.6' LT. 1 2 101+86.1 282' RT. `I EROSION CHECK, TYPE SYNTHETIC 0 - STATION SIDE 101+62 TO 101+92 LT. 35 EXISTING R.OW 104+00 PROJECT NO. SHEET NO URB -7552(1) 2-L23 C N 42525 0 10' 20 40' SCALE IN FEET 105+00 PROPOSED TEMPORARY EASEMENT TELEPHONE RISER TO BE RELOCATED BY OTHERS -T ITS OF CONSTRUCT10 LOCHLAND ROAD EAST PROTECT POWER POLES PROTECT POWER PO EXISTING R.O W. \ -LIMITS OF CONSTRUCTION USE EXTREME CAUTION AROUND EXISTING FIBER OPTIC CABLE - EXISTING R 014 J PROPOSED TEMPORARY EASEMENT AREAS TO BE SEEDED —a -s ITPCnnN n: nomornr n nw 3 REVISIONS Z - • O + 0Er 0 H Z 0 0 U + + Z • o 63 O II-- t O) LU N I - Z LU u1 ▪ N LU 0 • Z D ▪ U Z 5 N aU, H D] U K W CO OL a' 0 U O W Zo J 0 13- 0 0 J O M HASTINGS, NEBRASKA SHEET 0 5 0 C m ro Ia 0 Z10 0 0, m nE ^in a'^ Eo i`a 105+00 107+00 108+00 EXISTING R 0..W - LIMITS OF CONSTRUCTO 109+00 PROJECT NO. SHEET NO URB -7552(1) 2-L24 PROPOSED TEMPORARY EASEMENT C N 42525 0+00 I 1"= 20 0' 10' 20' 40' SCALE IN FEET LOCHLAND ROAD EAST - EXISTING R - 0 W PROTECT POWER POLE - PROTECT TELEPHONE RISER -' PROTECT POWER POLES PROPOSED TEMPORARY EASEMENT PROTECT POWER POLE & ELECTRIC RISER LIMITS OF CONSTRUCTION J PROTECT IRRIGATION WELL AREAS TO BE SEEDED REVISIONS LLi Z o J O D_ O r • r Ct Q F- 0 • 2 -OO Z O r (n0 I- • W W I- W 1n • N ry W N 0• a. Z z-- Z_ 5 • N a 1:2 N cc W W 00 Q Z 0 0I Et U p W Z O) 0 Q0 0 0 J O HASTINGS, NEBRASKA SHEET U, D0 to aal am tn 0 50 .n u oc m% m 0E O.- - o 110+00 111+00 112+00 PROPOSED TEMPORARY EASEMENT EXISTING R.OW CURB INLET SEDIMENT FILTER 0 NO. STATION SIDE EA 5 113+50 18' RT. LT. 6 113+50 18' LT. 1 113+00 EROSION CONTROL, CLASS IDE STATION SIDE 5Y 114+50 TO 115+00 RT. 22 114+50 TO 115+00 LT. 90 EROSION CHECK, TYPE SYNTHETIC STATION SIDE LI 114+75 TO 115+00 LT. 25 PROPOSED ROW 114+0\ LIMITS OF CONSTRUCTION — —��' '^-c__ PROJECT NO. SHEET NO URB -7552(7) 2-L25 C N 42525 = 2D 0' 10' 20' 40' SCALE IN FEET 115+00 9i8 D 7— \\\\\\.\\.\\\,\\'. PROTECT POWER POLE EXISTING R PROTECT POWER POLE PROPOSED TEMPORARY EASEMENT NITS OF CONSTRUCTION PROTECT POWER POLE & TELEPHONE RISER AREAS TO BE SEEDED 0 REVISIONS Z d -J J r r F OF Z O • + z� 0r O I• Q - K O W 1n I- 2 W u'1 W 0• , c6 Z a. • U O r 5N ati I— 05 CO cc W O 0 OZ O U o0 O =a U O -J O N ASTINGS, NEBRASKA RI-IPGT 81350_TBUK '101 in 0 2� 0 w tn0 115+00 —i — jpc_7.19 1917' 1916 1918 APPROXIMATE FLOOD HAZARD BOUNDARY 116+00 CURB INLET SEDIMENT FILTER ❑ N0. STATION SIDE EA 3 116+00 10 RT. 1 4 110+00 18' LT. 1 PROPOSED ROW 117+00 12 .1 1914 " 91 916- 1915 EROSION CONTROL, CLASS IDE STATION SIDE SY 115+00 TO 118+69 LT. 929 115+00 10 119+99 RT. 784 EROSION CHECK, TYPE SYNTHETIC _ STATION SIDE LF 115+00 TO 1191-25 LT. 430 115+00 TO 119+99 RT. 500 _ _ _ __ 11$+00 L s U' APPROXIMATE FLOOD HAZARD BOUNDARY MMITS OF CONSTRUCTION 119+00 PROJECT NO. SHEET NO URB -7552(1) 2-L26 PROPOSED TEMPORARY EASEMENT C N 42525 = 20' 0' 10 20' 40' SCALE IN FEET 120+00 EXISTING R.O.. LOCHLAND ROAD EAST rrrr- PROPOSED TEMPORARY EASEMENT 1 PROTECT POWER POLE 191 EXISTING R 0 W LIMITS OF CONSTRUCTION PROPOSED PERMANENT EASEMENT PROTECT POWER POLE L AREAS TO BE SEEDED N W F Q U in 0 tn 0 REVISIONS Z Co J 0 EL J N OC O O Z O o U + tn Z O r O l- ir TO W H 2 Wu) • N O . aU C9 j �I 0- `1) a� (i) Q • D = CO O Z cc O U p W Q G O I a 0 0 J 0 $ Q HASTINGS, NE SHEET nil in in IY 0 0 n m o01 m w 00 0 n_ ttN OK in x of fIC Eo .'0Ci 120+00 CURB INLET SEDIMENT FILTER 0 NO. STATION SIDE EA 7 120+74 18' LT. 1 8 120+74 18' RT. 1 9 120+43 18IT. 1 10 120+43 TB' RT. 1 II 125+12.5 18' RT. 1 12 125+12.5 18' LT. I CPT EXISTING R 0. PROTECT MANHOLE 121+00 122+00 r LIMITS OF CONSTRUCTIIXJ r PROPOSED TEMPORARY EASEMENT 1 EXISTING R.O.W I 123+06 EROSION CONTROL, CLASS 1DIz, STATION SIDE 5Y 120+15 TO 123+25 RT. 1,014 123+49 LT. 39 124+01 LT. 27 EROSION CHECK, TYPE SYNTHETIC STATION SIDE LF 120+15 TO 123+25 RT. 350 120+67 TO 120+80 LT. 30 123+49 LT. 20 123+94 LT. 20 n ------ PROPOSED TEMPORARY EASEMENT EXISTING R 0W ROTECT TELEPHONE RISER PROJECT NO. SHEET NO URB -7552(1) 2-L27 C N 42525 I I" = 20' Cr ID' 20' 40 125+00 SCALE IN FEET ei-PROTECT POWER POLE—T--M� ■ OA �-- EXISTING R.O.W. �_ WARES TO BE RELOCATED 19151-0, PROTECT -BY HASTINGS UTMTIES ' •-- _. PON4t POLE PROPOSED PERMANENT EASEMENT ^1905TOE OF ROADWAY FILL _.'-c-- I, TS OF CONSTRUCTION PROTECT MANHOLE PROTECT POWER POLE GUY WIRES TO BE RELOCATED BY HASTINGS UTILITIES CONTRACTOR TO CONTACT CITY SURVEYOR TO PE OUT SECTION CORNER PRIOR TO CONSIRUCPON IN THIS AREA PROPOSED TEMPORARY EASEMENT AREAS TO BE SEEDED Z • 0 -4 O B- + • 0- X I j_ Z O O +o Z O OL • N W H /14to 2F W 0 - K Z D. • O Z_ 5 N dh N m Q W � 0• 0 E!w0 U O ZO J 1Y Ua 0 J 0 HASTINGS, NEBRASKA SHEET 51350_TBLK 81350_PSTRAt 126+00 127+00 LIMITS or CONSTRUCTION XISTING R 0 W 128+00 129+00 PROPOSED TEMPORARY EASEMENT PROJECT NO.. SHEET NO URB -7552(1) 2-L28 C N 42525 d = 20' D. 10' 20' 4O• SCALE IN FEET 130+00 <PT LOCHLAND ROAD EAST-' EXISTING R.O.W. PROTECT POWER POLE PROTECT POWER POLE LIMITS OF CONSTRUCTION PROTECT EXISTING ARCHWAY & CONCRETE LANDSCAPING DURING CONSTRUCTION PROTECT POWER POLE PROTECT EXISTING TREES PROPOSED TEMPORARY EASEMENT AREAS TO BE SEEDED w h. Q U 0 0 REVISIONS Z • 0 J 0 aoo 0 2 0 O o O + LO Z O — in O H Tn W I -- Z W to N W N 0 • • y Z a� 0 Z 5 N Q N D.n m Q CC n 00 00• Z CC Q IN Z Q J 0- • 00 0 0 J 0 N HASTINGS, NEBRASKA SHEET 81350_TBIK 81350_PRWAY 81350.951RM 130+00 PROTECT GAS METER 131+00 132+00 USE EXTREME CAUTION HIGH PRESSURE GAS MAIN PROPOSED TEMPORARY EASEMENT EXISTING R O W UNITS OF CONSTRUCTION EROSION CONTROL,CLASS 1Dn STATION SIOE SY 130+80 Rt 19 131+28 RT. 25 PROTECT POWER POLE & TELEPHONE RISER CURB INLET SEDIMENT FILTER ❑ NO. STATION SIDE EA 13 135+27.5 18' Rt 25 14 135+27.5 18' LT. 133+95 TO 135+00 15 130+36 16' RT. LT, 16 130+60 16' LT. 1 EROSION CHECK, TYPE SYNTHETIC _ STATION SIDE tF 130+80 RT. 25 131+28 RT. 25 133+95 TO 135+00 RT. 110 134+75 TO 135+00 LT, 25 133+00 / 134+00 PROPOSED TEMPORARY EASEMENT PROJECT NO.. SHEET NO URB -7552(1) 2-L29 C N. 42525 20' stal 0, 10' 20' 41 SCALE IN FEET PROPOSED 135+00 EASEMENT r> LOCHLAND ROAD -.EAST PROTECT GAS VALVES EXISTING R 0 /PRO7ECi POWER- POLE /-/ ETELEPHONE RISER i/ / PROTECT ELECTRIC RISER / / / /' / F /F' tPROPOSED TEMPORARY EASEMENT .... / /EXISTING / R O.W / / I{ 1 I' / PROTECT POWER POLE h GUY WIRE �"-- PROTECT EXISTING EVERGREEN TREES EXISTING R 0 W LIMITS OF CONSTRUCTION AREAS TO BE SEEDED j 0 Q. to O r FO Z 0 Co Z o O r W Q ccco LU 1- Z W to toN > N X Z dU Z �• - N til," m oO Oz 0'U D I=p D- 0 U O REVISIONS SHEET 00 PROTECT POWER POLE 136+00 EXISTING RO.W EROSION CONTROL, CLASS 1DLJ STATION SIDE 5Y 136+13 RT. 72 [137+00 PROPOSED TEMPORARY EASEMENT LIMITS OF CONSTRUCTION 130+00 EROSION CHECK, TYPE SYNTHETIC STATION SIOE LE 135+00 TO 135+60 RT, 90 135+00 TO 135+60 LT. 110 PROTECT TELEPHONE RISER 139+00 1 PROJECT NO, URB -7552(1) SHEET NO 2-L30 C.N 42525 1"= 20 0' 10 20' 40 SCALE IN FEET PROTECT POWER POLE J PROTECT POWER POLE PROPOSED TEMPORARY EASEMENT J LIMITS OF CONSTRUCTION L EXISTING R 0W FG_ I-1 AREAS TO 8E SEEDED —d—> DIRECTION OF ORAINAOF FlOW In W Q U 8 0 DATE REVISIONS DESCRI eIl REVISIONS F toZ 2N Ki O• •Z cj 2 0 Z r (-Cr d 2 I --OS Wci OZ G= U O ZO ICC 0 J N HASTINGS, NEBRASKA d'utun by 00TO Ey UTG JCRA by ONCE e/ I. REX REX TAO. coc Illi cTATn aa'c°a a . nioa Can/an SHEET 9_1 In 0- m Q 0 an 5K <0 LOCHLAND RD. WEST 81 SOUTHBOUND S. HIGHWAY#3 101+00 z ❑ 0 CO 0 z TJN.. } ___. CD Tn J EXISTING R 0 W EARTHWORK EXCAVATION • EMBANKMENT • 6400 C.Y. 9600 C.Y. UTILIZING A BALANCE FACTOR OF 1 0 OVEREXCAVATION OF UNSUITABLE MATERIAL QUANTITY UNITS 1000 103+00 EXISTING R 014 GOTTSCH ENTERPRISES PART OF FRACTIONAL SEC 19 TON R1W 104+00 LIMITS OF CONSTRUCTION PROPOSED TEMPORARY EASEMENT PROJECT NO. SHEET NO URB -7552(1) 3 C N 4252 105+00 i = 20 0 10 20 40 SCALE IN FEET X LOCHLAND ROAD EAST 1/— EXISTING R 014 / 4 EXISTING R.0 W. KENNETH E. B JULIE A CRAIG 120 LOCH AND ROAD EAST LOCHLAND EAST SUBDIVISION \ �— —LIMITS OF CONSTRUCTION PROPOSED TEMPORARY EASEMENT In w I- U La 0 Q 0 1948 1946 1944 1942 HOR2. 0 10' 20 40' 1940 1938 1936 1934 1932 = r mS 09 12 :I: G6 COP. 0I SS HIGH PE:5 T04+51.56 RICH Pt', ELEV: 1941.85 WI :STA: 04s-00.00' VPI ELEVJ 194216 K:.. 1116:8T LYC: 50 00 EXISTING GRADE AT CENTERLINE PROPOSED CR AT CENTERLIN OE J 948 1946 944 1942 1940 1938 1936 1934 Co 0 01 a1 cn PI a mo - 1932 O (n a 0 N W N O u_ O OF a0 oes z 0 0 aQ 01 Z W In w N W O`� Z n -U z a11;p2) > tom w = W az Oj O O O z 5& =0 0 0 co co w W Co CO z .gym III 10< 0A1C TACr to HC no: 2004 2" nu 11001 nom.nn 101+00 102+00 103+00 04+00 05+00 SHEET 3 tn En co 0 13▪ 9 0 0 v▪ 0 50 Co I e t5(2o 0 au. iW NK R NE Iry ja 00 106+00 ' 107+00 GOT TSCH ENTERPRISES PART Or FRACTIONAL SEC I) tau RSV: EXISTING ROW 108+00 109+00 20 0' 10' 20' 40' SCALE IN FEET 110+00 LIMITS OF CONSTRUCTION /— PROPOSED TEMPORARY EASEMENT PROJECT NO. SHEET NO URB -7552(1) 4 C N 42525 111+00 LOCHLAND ROAD EAST PROPOSED TEMPORARY EASEMENT KENNETH E 8 JULIE A CRAIG 120 LOCHLAND ROAD EAST LCCHLANO EAST suaOIVISION L_- NORRISCII ENTERPRISES KENNETH MORRISON PART OF FRACTIONAL sec 30 TEl Amu EXISTING R. 0W PART FRACTIONAL SE LIMITS OF CONSTRUCTION NV \ti J GREAT PLAINS CLARY LEP PLYMOUTH DODGE. NC MICHAEL O SPADA 020 LOCHLAND ROAD EAST LIME SPAM 511001w ION U, 1- t - Q tin0gsU Lin a 1944 1942 1940 1938 1936 VPI •STA:. 07+60.00 VP1 ELEV :1940.41' K: 18.13 0.50 VC: • 50.-00 .. . ....... . HOR2 0 10' 20' 40' .. VERT. 0' 944 1942 — EXISTING GRAbE AT CENIERLII E J' 940 1938 1936 0 U! 1934 PROPOSED: GRAD qr CENTERL NE: 1934 1932 1932 1930 930 1928 ttr ctn en CI 7. V _„ No m mm m..: 0 O a. o a la Li P1 ^ ri T222. 1928 Z W U, U, W O - zz a0 Z > ("C; aN N., N arm W 00 0z cU O w Z0 J D =a U 0 J PI INGS. NEB rt 06+00 107+00 108+00 109+00 110+00 SHEET 4 co LA 0 TO R I 256 tn m 77?) a,m 0 o alen a „m am 111+00 112+00 GOUTSCHENTERPRISES PART OF FRAC T IOI IAL SEC 19 Tell Rol 113+00 EXISTING R 0.W 1- PROPOSED TEMPORARY EASEMENT 114400 115+00 LIMITS OF CONSTRUCTION _ - _ _ _ 0' i0 20' 40 SCALE IN FEET PROJECT NO HEET NO URB -7552(1) 5 C N 42525 APPROXIMATE FLOOD HAZARD BOUNDARY 1 PROPOSED ROW 116+00 LOCHLAND ROAD EAST 1514 GR 'AT PLAINS CHRYSLER PLYMOUTH DODGE I IC 21CIIAEL 0 SHADY 622010CIIL1ND ROAD EAST 6111(6 SHADY SUBDIVISION EXISTING R.O.W LIMITS OF CONSTRUCTION PROPOSED TEMPORARY EASEMENT PART CII FRACTIONAL SEC. 10 TIIN P00 LPROPOSED PERMANENT EASEMENT N Ca } U LIN 1932 HORZ 0' VERT 0 20' 40 —t•.�_.,...,..,.a.k 0 2 1932 1930 1930 1928 1928 C Tn 1926 23. EXISTING GRADE AZ .CENTERLINE 1924 1922 1920 PR AT POSED GRAD CENTERLINE. WI STA:. 14+50.00 WI Ei,EVT-191885 N. E13.02 tvC: 50,00' 1926 0 VIW g1- 1924 1922 1920 1918 916 918 916 N F Z W N Z N W N • N 0 • Z 2 U Z ? to dI- I— H. 0 w w• � O 0 oz 0 • tM Z Q =a 0 O J N TINGS, NEBR is my nm° rocil go' ......... ......... ......... r1.. rvbi mn ...., m1. 1 M 13 01 cam 111+00 112+00 113+00 114+00 115+00 116+00 SHEET 0- 0 atotl 1924 APPROXIMATE FLOOD HAZARD BOUNDARY 117+00 GOTESCII ENTERPRISES PART OF FRACTIONAL SEC 19 TEN ROW xxX PROPOSED PERMANENT EASEMENT LIMITS OF CONSTRUCTION 116+0Q.. EXISTING R 0 W - EXISTNG BRIDGE SHEET PILING APPROXIMATE FLOOD HAZARD BOUNDARY 570 LOCHIAIOD ROAD EAST PROPOSED TEMPORARY EASEMENT 119+00 120+00 -I- _ T .,121+00 ,� PROPOSED TEMPORARY EASEMENT = 20' PROPOSED PERMANENT EASEMENT -\ 0' 10' 20' 40' SCALE IN FEET PROJECT NO. SHEET NO URB -7552(1) 6 C N 42525 LONNIE D. E SANDRA S EIAOT SOS LOCALANO ROAD EAST 122+00 U LOCHLAND ROAD EAST 'I j PROPOSED PERMANENT EASEMENT EXISTING R 0 W OF CONSTRUCTION MICHAEL 0 SPAD'i PART OF FRACTIONAL SEC 20 TEN ROW EXISTING TOP OF CHANNEL 1: EXISTING CH NNEL BOTTOM - -I - PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT I PROPOSED CHANNEL BOTTOM j I ' PROPOSED TOP OF CHANNEL HORZ 0' 10' 20 40' VERT. 0 2' 1922 4' 924 1920 LOW.PT. STk -120+BD.75 LOW PT.: ELEV:: 1914.96 VPI STA. 20+50-00 VPI ECFV 1914 65 M 79 65 LVO: 50.00' 1922 'C to 1918 N 01 a 1916 Ova; . ........ . PROP03:1) GRADE AT CEN RUNE, 4F N 1914 1920 1912 EXISTING GRADE AT' CENTERLINE 918 916 U) 1 1910 1908 TRIPLE .5%6 .00X•CULVERT T, LE4 =1909 L8 @ LOCHLAND 914 1912 0 I1dAD r� 51 Nb °a a^1 FL a 0 W r ...0 01 1908 0 W + N J toi t- O 0 O H O p Z C D F co) Z W u> zN w O • - ccz d U Zr i D_ 0] LU W D 0 OF W W 2 0 " Z Q 1Y t D- 0 5 Dl EO W Z Tn 0 2 F- 117+00 118+00 119+00 70+00 SHEET 81350_PRWAY N m FO 122+00 LONNIE D. E SANDRA S. 51.1100 635 LOCIILA:10 ROAD EAST PROPOSED TEMPORARY EASEMENT LIMITS OF CONSTRUCTOR EXISTING R.O.W. ABANDONED UNION PACIFIC RAILROAD OWNER: GOTTSCH ENTERPRI EXISTING R 0 123+00 - ii 2 yL— EXISTING R 0. W I 124+00 125+00 TIMOTHY A MARTHA GROTHEN 25 LOCHLAND ROAD EAST AWN SEC 90 TON ROW PROPOSED TEMPORARY EASEMENT EXISTING R O.W. 126+00 = 20` 0 10' 20' SCALE IN FEET LIMITS OF CONSTRUCTION 40' PROJECT NO SHEET NO URB -7552(1) 7 127+00 C I 14252 LOCHLAND ROAD EAST { cif EXISTING TOP OF CHANNEL EXISTING CHANNEL BOTTOM ABANDONED UNION PACIFIC RAIL OWNER HASTINGS IOECONOMIC iOEVELOPMENTCORPORATION ., \V' — MICHAEL 0 SPAOY PROPOSED CHANNEL BOTTOM. PART OP FRACTIONAL SEC 30 TCN ROW PROPOSED TOP OF CHANNEL LIMITS OF CONSTRUCTION EXISTING R 0 W APPROXIMATE FLOOD HAZARD BOUNDARY PROPOSED TEMPORARY EASEMENT LYLE C E DIAIIII IC FLEHARTY TOO LOCHLAND ROAD EAST LOT t 61 EHARTY SUBDIVISION DENNIS. & GEORGETTE 51.IIDi CIO LOOILAIID ROAD EAST LOT a FLEHARTY SUEDIwsION UT I- Q U tgl 0 �3 Q 1924 1922 a HIGH'PT STA:' 123+70.30 HIGH PT: E V:. 1918.02 VELETA:_ 23+50 00 VPI ELEVi 1918:20 IC:. +89.41 LVL:: 00:00 HORZ G' 10' VERT. 0' 20' 40 2' 4 1920 OWPT: STA: 125+12.50 LOW PT.: ELEV.: 19.17.48 VPI 'STA:. 25+25.00 VPI CTEV .1917 32 K. 7500 NIGH I PT; ST 7:: 126+77.83 NIGH PT. ELEV. 191838 VPI'ETAi 28+75.00 VPS ELEV 1918:58 if: 316 CVC:: 00.00' VQ- 0000 Nm 1918 1916 in/ r 15% ExISTING TRAP1 AT -CENTERLINE PROPO EP'GRADE AT. GEN TUNE —0.50 IA MM N 924 4W 1922 d W LiL( 1920 1914 918 916 0 0) 914 1912 1910 1908 9? o b an nn a 1- 18 to g ... 01 O m m>I O Cl 912 1910 1908 0 W J N O 0 0_ 0 O ctS Z (Al Q {1 J aQ OD to I - z W M1 LU N W 0 - E aU 0 Zr >04 d 2 N.. N m n n o I 0_ ~ U • 0-1Z Z J it Ua 0 J Q TINGS, NEBR m Tg 122+00 123+00 124+00 125+00 19 .n0 SHEET PROJECT NO. URB -7552(1) C N 42525 HEET NO 11)40)10 5 LII.R IIIA 0110101_1) 925 La1E1.MM ROAD EAST 128+00 129+00 LIMITS OF CONSTRUCTION PROPOSED TEMPORARY EASEMENT 130+00 USE CAUTION IN DIE AREA OF EXISTING 10" HIGH PRESSURE GAS MAIN 131+00 In ten u o tanN in torisA 0a EXISTING R 0 W LOCHLAND ROAD EAST N(tl\l\\ 1\\lll\; U" \" l\\\\l\l PROPOSED TEMPORARY EASEMENT EXISTING R 0 LIMITS OF CONSTRUCTION 05111115 P. GEORGETTE SIZIOT 0L10 LOCHLAND ROAD EAST LOTS FLEHARTY S000IVI51011 ROGER SCHULZ LOT .1 RLI: 1 IIOU SUE 1"= 20 ..ra- 0' 10' ZD' AO' SCALE IN FEET HORZ 0 10 20 40 VERT. IT 2 4" O cn 29+75.00 d 915.32 S 95 cal 16 m 'T to PROPOS_D: GRADE AT dENTERUNE EXI TING 10 HIGH. PRE SURE: GAS MAI HASTINGS, NEBRASKA 1908 :........ N O N9 C C' 1 0 to a SHEET 01 m 0. a 0 co 0 W a om cx co N a- i`o 132+00 TAlOn N S MARTHA GRO THES 025 IOCHLAIIG ROAD EAST Sl'!'.: SEC 2015N ROW PROPOSED TEMPORARY EASEMENT rAT 133+00 LOCHLANU HOAU EAS I" EXISTING R OW 134+00 LIMITS OF CONSTRUCTION /7 / / / / / / / OMITS OF CONSTRUCTION _ `.. EXISTING R O.W RICHARD A e 51w10AL 50011200 570511 IST AVE. LOT 10001E115U0DPJ!SI01: a. PROPOSED TEMPORARY EASEMENT PROJECT NO. SHEET NO URB -7552(1) 9 C N 42525 20 0' 10' 20' 40' SCALE IN FEET En LU h tan 0 tEn0Q 1922 1920 1918 NORZ 0' 10 20' 40 VERT. 0' 2' 4' 1922 1920 1918 REVISIONS 0 1916 VPI .ST 132450.00 VPI ELE :1911:10 K. 74'07 0: 00:00 1914 1912 1910 0 ..... 00 O� PHOPbSEU GRADE AE CENTERBNE EXISRN3• GRADE AT CENTERLINE: T nm .. gS 1908 1906 1916 914 912 1910 1908 1906 0 W —T 00 LT - 0 0 FO 0. 0 tei J In H WIn N in Cm 1E0 0_ Z C7 Zc- N 4 N 0. 1� 02 cc Q W � 00 OZ 0 U 0 8-1 Z0 Q 0- 0 0 0 O -J o Col HASTINGS, NEBRASKA ma ..... ah o m of ODI c 0 0 0 m 01 01 ac 100 0tra C. 01 135+00 PROPOSED TEMPORARY EASEMENT r PROPOSED PERMANENT EASEMENT 136+00 LIMITS OF CONSTRUCTIO EXISTING R 0 W 711.1011 lY L MARTHA 010IHEH 025 LOCMLLADD ROAD EAST 137+00 138+00 PROPOSED TEMPORARY EASEMENT r 7 BARRY A. E MICHELLE L. O6HLEII SEEDII. 15T AVE LOT 2 GOHLEII SUCDIVISIOII PROPOSED PERMANENT EASEMENT LOCHLAND ROAD EAST EXISTING R 0 PROJECT NO SHEET NO URB -7552(1) 0 C N 42525 139+00 J TOM A C CADET IS TEDD HEIR SEC :20 TOD R9`.'! IMITS OF CONSTRUCTION PROPOSED TEMPORARY EASEMENT = 20' 0 10 20' 40 SCALE IN FEET Q eel ¢' YN ok4-127617 p5F 1920 Ar 38+25.00 WI EIEV 4915:35 IC 2'35 VC:: 00;00 HO 0' 10' 20' 40 VERT, 0' 2' 4' 0 920 0 1918 VPI STA:: 37+00.00 VPI ELEV :1$11 62 K. 1916 LOW PT: STA: :135+16:25 LOW Pr. • ELEV: • 1909.7$ WI 'SIAL .35'Y5.R9.9 1914 1912 WI ELEV 1909:45 IC )5 00 LVC:: 50.00 0 VC- 000 1918 z 1910 1908 O 0 - NW EX STING GRADE : AT CENT -RUNE • SS PROPOSED GRADE AT CENTERLINE : 6 1914 912 910 1908 1906 1904 902 .................. Co Pa m....... 00 ... 2S 0 0 4X6 OX CULVERT FL EL V.=1904..49:6 .1 CI I 0 06 1904 02 0 0 W ata _J co U T- CS O a 0 `0 L+ Z Q 01 a¢ N nl 2 W • nl W N cyj 0 CC Z 2O CO — Z_ 04 >: a co m co 6 K w Q • d < 2 cc0 o w ' • O 0- 0 O -J TINGS, NEBR SHEET ta M 35D_PPRE ID hi LA on ra• co La hi m, / EXISTING PROJECT NO, SHEET NO URE3-7552(1) 11 C N 42525 = 20' 0' 10 20' 40' SCALE IN FEET <•-• - ST The0" 'd PAVAN Ii E-12767 414&ftlr 1926 1924 1922 1920 Li 0 ta 1918 Lo Cl ci w CD IC) 0 r 0540 ZLJOC 40 CC < 11 'LII' > 1.• c., Es2 'ow CD 00, j 67T ......... gx is DNS ORM) At CEPCSF1LJNE HORZ 0' 10' 20' 40' VERT. 0' 2' 4 ... ......... 1926 1924 1922 ITOPOSE0 .GRPOE TOE JIERIJFIE 1916 1920 1918 1916 0) 1914 1914 1912 1912 1910 1910 0 UI 0 0 0 0 Ui. CZ ;IC_ 0 to 0- w aD D ZZ < W > 0-c E0 UI0 U- 0 TO z W ho w > 0 • cJ• z o_ • r • si < • rs • OS • Lt < O • 0 ▪ z o O• W z <C-' to- NGS. NEBRASKA ............ 0 Cl ......... • ................. Dl '01 01 Clj P./ 2 A on Ai Ai N 01 N Ci ap Cl A is ........ '7 ........ t- ........ '7 Cl ........ SHEET -0 0 I \. \ I ( \ \ 0 \ + en EXISTING ROW AHAt.00000LIIi1011 PACAIC WAILROAD O.YTIER THE CITY OF HASITIG5 \ PROPOSED TEMPORARY EASEMENT kL EXISPNG ROW 302+00 303+00 1111i111.1‘. \ — — _ O ___ r LIMITS F CONSTRUCTION \‘`.. V1/4 1 -----------.-- I - , ) LI I ' I I • I i 0 W i I I I 1 1 I 1 , . 1 I I I 1 (4.is i i I 1 1 1 - • i 2. [ • ' CD7._____ —_______i_ ___ I WILDFLOWER AVENUE i --L-I i I I ( I . I 1 I I J \ — EXIS11NG R 0 W LIMITS OF CONSTRUCTION PROPOSED TEMPORARY EASEMENT 110000 & MARTHA GROTHEII ESflNG ROW PROJECT NO, SHEET NO URE3-7552(1) 11 C N 42525 = 20' 0' 10 20' 40' SCALE IN FEET <•-• - ST The0" 'd PAVAN Ii E-12767 414&ftlr 1926 1924 1922 1920 Li 0 ta 1918 Lo Cl ci w CD IC) 0 r 0540 ZLJOC 40 CC < 11 'LII' > 1.• c., Es2 'ow CD 00, j 67T ......... gx is DNS ORM) At CEPCSF1LJNE HORZ 0' 10' 20' 40' VERT. 0' 2' 4 ... ......... 1926 1924 1922 ITOPOSE0 .GRPOE TOE JIERIJFIE 1916 1920 1918 1916 0) 1914 1914 1912 1912 1910 1910 0 UI 0 0 0 0 Ui. CZ ;IC_ 0 to 0- w aD D ZZ < W > 0-c E0 UI0 U- 0 TO z W ho w > 0 • cJ• z o_ • r • si < • rs • OS • Lt < O • 0 ▪ z o O• W z <C-' to- NGS. NEBRASKA ............ 0 Cl ......... • ................. Dl '01 01 Clj P./ 2 A on Ai Ai N 01 N Ci ap Cl A is ........ '7 ........ t- ........ '7 Cl ........ SHEET JOINT (INCLUDES 2 SOLID 4" NIDE UNES) G 81350 PPRFL DOUBLE YELLOW U.S. HIGHWAY #34/281 SOUTHBOUND 101+00 U.S. HIGHWAY #34/281 NORTHBOUND STA. 101+50 0', 30 5' RT (INCLUDES 1 SOLID 4" WIDE LINE & 1 - 4' WDE SKIP LINE) ry 6 DINT 10` 4" MADE PAVEMENT [MARKING STRIPE TWO-WAY LEFT -TURN LANE (YELLOW) SINGLE 4" SOLID WHITE R5000' 102+00 STA 101+61.6", 366' LT -STA. 101+79.6', 2325' SINGLE 12' SCUD WHITE TSTA 101+616', 70' LT T SINGLE 4" SCUD WHITE 4" WIDE CONHNUOUS PAVEMENT MARKING STRIPE lenssc1" - 20' JOINT is PROJECT NO. SHEET NO URB -7552(1) 12 4" WIDE PAVEMENT / MARKING STRIPE C N 42525 A 103+00 580 1-f STA 103+11.6', 70' LT-� EXISTING R 0 W STA 103+36 6 7 0' LT 104+00 BROKEN YELLOW 0' ID 20' SCALE IN FEET 105+00 4" SOUD YELLOW LOCHLAND ROAD EAST �` 4" BROKEN YELLOW 550 PROJECT CENIERUNE /LEFT ARROW „1 5Th. 101+61 6', 70' RT STA. 101+79 6', 30 5' RT DOUBLE 4" S0L10 YELLO 8.8' R50, 0O' SINGLE 4" SOUD WHITE EXISTING R. O.W PAVEMENT MARKING QUANTITIES ITEM UNIT OUANT1TY 4" YELLOW POLYUREA PAVEMENT MARKING, GROOVED LF' 8186 4" WHITE POLYUREA PAVEMENT MARKING. GROOVED LF 307 12' WHITE POLYUREA PAVEMENT MARKING. GROOVED LF 44 ARROW. POLYUREA PAVEMENT MARKING, GROOVED • EA 5 • 5 ARROWS ARE LEFT TURN. D'- 1 -STA 103+60.6', 70' RT LETT ARROW 1 4" BROKEN YELLOW 4" SOLID YELLOW ‘54/4"'''''I4APA 'RYA CI: C KAVAN E -I2767 0 REVISIONS Z Q 10 EL + U`o Z 2 o in Z 0 W '- W W 0 N d U) F- W_• I, W > 7 o • Z O -d s 17 Z U, o_ Nm acc W O o O_ W D ' Z O J O =n 0 O O N HASTINGS, NEBRASKA rICK PROJECT NO. URB -7552(l) C N 42525 SHEET NO 0' 10' 20' 40' SCALE IN FEET 106+00 107+00 108+00 109+00 STA, 107+00 BEGIN MARKING TRANSITION EXISTING ROW 110+00 111+00 DOUBLE 4" SOLID YELLOW P 0 BROKEN YELLOW 4' SOLID YELLOW PROJECT CENTERLINE STk 108+85 END MARKING TRANSIPON BEGIN 4" BROKEN YELLOW LOCHLAND ROAD EAST 0 CO 4" BROKEN YELLOW LEFT ARROW STA, 107+00 BEGIN MARKING TRANSITION - EXISTING ROW LO al III 14 > a • 0 a. CS _J 0 CL + 2 • r 0 Z 0 5 F- < a co EL a Lc> + F- I— Li, CO( z < LU • <. 00 w E- z > 0 ca. CC 0 :7iO; • HASTINGS, NEBRASKA PC, 81350_,PSTMA 81350_THLK 111+00 112+00 EXISTING ROW 113+00 114+00 115+00 PROJECT NO SHEET NO URB -7552(1 ) 14 116+00 C N 42525 20 0. 10' 20' 40 SCALE IN FEET I -- LOCHLAND ROAD EAST --r 0 on 4" BROKEN YELLOW PROJECT CENTERLINE - EXI s TIN c ROW CRW <Le• f rah; (AWN 5. E-12767 1 NJ to "a &II 0 • < 0 El_ at 2 CD Z r 0 5c' OI- 1.2 c, 1.;.. a a :± H 0)a: r < UJi W 00 UT >co 0 EL inC 0 0 W Z -") < 0 CC 2 0- 0 5 TINGS, NEBR PO< SHPFT 81350_PSTRM 1171-00 II 11 118+00 fEXISTING R 0 W LOCHLAND ROAD EAST 119+00 7- PROJECT CENTERLINE --1 BROKEN YELLOW 'a! co rid 120+00 0 in 0 Ui iii iii 112C 0 00 1 6 7:1 Iw O 0E 61Q 121+00 PROJECT NO. SHEET NO ORB -7552(l) 15 C N 42525 I 1" 20' FriZairg(45tPlfM1 04 10 204 40 SCALE IN FEET 122+00 STA 121+50 DOUBLE 4" SOLID YELLOW U JL EXISTING R 0.W REVISIONS (J) 11.1 to • N W " > 0 Z 0_ a CD — z 5 DI a N.. u) ▪ , 00 z 0}_ cr 0 CU z <O 0- 0 HASTINGS, NEBRASKA SHEET 8 35QYS1R 122+00 EXISTING ROW -� 123+00 STA 123+427 WILDFLOWER AVE. 56.0 24+U0 EXISTING R.0 W EXISTING R 0 W. 125+00 126+00 PROJECT NO. SHEET NO URB -7552(1) 16 127+00 C N. 42525 I 1' = 20' I 0' 10' 20' 40'1 AmEmia SCALE IN FEET LOCHLAND ROAD EAST b PROJECT CENIERUNE DOUBLE 4' SCUD YELLOW STA 123+98.7 DOUBLE 4' SOLID YELLOW ` EXISTRIG R0 W a U 0 REVISIONS Z J O ❑- + Z^ Zr Ca 4 O z o Z N W r z Q Wh 0 n En 1- Z W_ W N O• • Ct Z D- 0 z Z j N Q a. N.. co W OO W o o zO • 0 z n - J W 0 U O -J 0 ASTINGS, NEBRASKA SHEET 81350_PSTRM 81350_TEILK 128+00 129+00 EXISTING R OW 130+ 00 131+00 DOUBLE 4SOLIO YELLOW LOCHLAND ROAD EAST STA 130+777 PROJECT CENTERLINE EXISTING II OW 51 0' STA 1311-28.7 PROJECT NO SHEET NO URB -7552(1) 4* SOLID YELLOW e BROKEN YELLOW C N 42525 j 1Fnizac=20' mE6259 0' 10' 20' 40' SCALE IN FEET W• inF- ▪ N 0.1 > • z 0_ CO — z 5 ?o ty, a. 1.- 1- 06 co• lt 00 z o cr 0 Ciii z a 0 100 N HASTINGS, NEBRASKA SHEET 8135035IAM 132+00 EXISTNG R 0 W 133+00 134+00 LOCHLAND ROAD EAST a r c SCUD YELLOW 4' BROKEN YELLOW iSTA 133+00 I PROJECT CENTERLINE —I I 4• BROKEN YELLOW EXISTING RO..W PROJECT NO. SHEET NO URB -7552(1) 18 C N 42525 I isratizzsis, aczosi 0' 10' 20' 40 SCALE IN FEET ut w I - a en 0 0 1 REVISIONS Co I- Z w In Z n1 W 0 • a' a� z 0 z N a• rh cm w• � O OZ Et~ w Q W z JO =a 0 0 HASTINGS. NEBRASKA SHEET 81350_PSIRK4 131350_PPRFL F 0 Li In —o - Li In C 5;5 I b 0 4C1 x 141 In 11 CO sr CI 135+00 136+00 rEXISTING R 0 W STA 1351-90 --- I— --- 4" BROKEN YELLOW 1 37+00 PROJECT CENTERLINE LOCHLAND ROAD EAST 138+00 PROJECT NO URB -7552(1) SHEET NO 19 139+00 CN 42525 1' = 20' 40 0' 10' 20' SCALE IN FEET EXISTING R OW `3 3 ri 3 3 3 -3 0 33 REVISIONS C• o + • (e'S Z r CC • I— "C 0 2 to H -4 Zr, tu co 0 HASTINGS, NEBRASKA SHEET atn175TE C- a o o am w mF m0 a IN s„ FI v a �I 2w � o 111 T: T: dC z Oct B mTrTHTO 0 o o ra C. NOTES: THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE RECUEST OF THE CONTRACTOR NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITY 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 FACIUTY. 100-00 -IGHTING CONTR L CENTER OCA¶ON FOR EXISTING U S HIGHWAY #281 L GETTING P -OH 0 POLEEP-3 9\, SEE NO - EX NG PLLL BOX PUG 1' 127 p z 0 CO 0 z W r Q • - 1x kCCC 11 G_ P -UG TRAFFI OR FU PE , SIGN /PULL BOX NO 1 / (COORDINATE FINAL LOCATION yI WMTH OWNER) 102+Q0 103+00 '� -INSTALL SPARE BEND /Y -EXISTING RIGHT OF WAY r'1 1 H '� \PPI E_i J •ti, 1 II t9 11 I --TEL---__ I JI ---tEL—�— II L______TEL 104+00 POLE-2- -' PROJECT NO. SHEET NO URB -7552(1) 20 C N 42525 1 = 20 0 10' 20 40' SCALE IN FEET 105+00 150' 1 TEL— TEL PULL BOX NO 2- (COORDINATE FINAL LOCATION WITH OWNER) POLE EP -1 (TYPE SL-BII-45.-12-0.n0) SEE NOTE T . POLE RP -1 1 FT C- 2-#6 CU + /16 CU GROUND IN NEW 1 1/2" C -POINT 'A' SEE NOTE 3 2-#6 CU + #6 CU GROUND IN EXISTING 1 1J2" C NOTIFY ENGINEER IF EXISTING CONDUIT AND CONDUCTOR SIZES ARE DIFFERENT T11AN GMAT IS CALLED OUT POLE EP -1 `1118 CHF � P . LOCHLAND ROAD EAST IX J EXISTING RIGHT OF WAY NOTES 1 REMOVE EXISTING CONDUCTORS IN EXISTING CONDUIT FROM EXISTING PULL BOX 'A' TO EXISTING POLE EP -1 2. REMOVE EXISTING FOUNDATION. SPLICE TO EXISTING CONDUIT AND ROUTE NEW 1 1/2" CONDUIT TO RELOCATED POLE RP -I. INSTALL 2-1/C NO. 6 AWG + NO 6 GROUND FROM EXISTING PULL BOX "A" TO RELOCATED POLE RP -1. MAKE NECESSARY ELECTRICAL CONNECTIONS AT POLE AND PULL BOX. 3. REMOVE EXISTING CONDUCTOR FROM EXISTING POLES EP -1 TO EP -2 LOCATE EXISTING CONDUIT. CUT EXISTING CONDUIT AND SPLICE/ROUTE NEW CONDUIT TO RELOCATED POLE RP -1. ROUTE NEW CONDUCTORS FROM EXISTING POLE EP -2 TO RELOCATED POLE RP -1 MAKE NECESSARY ELECTRICAL CONNECTIONS AT EACH POLE. LEGEND NEW STREET LIGHTING UNIT RELOCATED STREET LIGHTING UNIT EXISTING LIGHTING UNIT TO BE RELOCATED PULL BOX EXISTING PULL BOX ❑GETTING CONTROL CENTER EXISTING POWER POLE CONDUIT IN TRENCH -I }- CONDUIT UNDER ROADWAY EXISTING OVERHEAD ELECTRICAL 0 m 0 Z 50 a0 O 1."- z_� ~ O x � O J Q In Z W LO W N W N O� co Z 0 r. z >N a� � D] UJ W 00 p ctw Z'-' g& x0_ 0 O 0) oo w W co' Z CCKg DO cur Lochland(GE—AE) Cl in Cl 16 in Cl 0 In ILL in 16 00 ,67s La in00 LII Li T o I 10 a III0 * 0 0 , , in 16>1 ji 7 15, • 00 a. a rz ti `;'• 105+00 29 T- 1EL H- 106+00 D 107+00 LL EXISTING RIGHT OF WAY 108+00 LOCHLAND ROAD EAST 109+00 P PROJECT NO. NHS -7552(1) ON 42525 SHEET NO 21 I 1' = 20' 0. 10 20 SCALE M FEET 110+00 15 IT IC U CH 1== TEL 88= \ PCI EXISfiNG RIGHT OF WAY - • IL ". Cer P C 0:: 0 0 IC REVISIONS to F - z w w >ct 0. oZ EL 0 0 Z r C\I 18 0- pz I— in to ir < D W ad < z 0 CC OW z 5 cc I0 0 J N HASTINGS, NEBRASKA 681160 dwx.ka9 zix.400 0000 .^T. ixxIld CI. I JLJ CC. ICC SHEET Lochlan cif GE RAE) 01350 PRWAT ft ft CI ft ft :LI Tn 01 S 05 -ci ft in Co LI 312.1 o o int co (co r -E ft Yft to. ft VT toEa E eti 0 r. -7, 00 a1: 110+00 ISO' 111+00 —POLE Tax_ 1121-00 EXISTING RIGHT OF WAY 113+00 11 4+0 0 PROJECT NO. SHEET NO URB -7552(1) 22 C N 42525 I I" = 20 0* 10 20 40 SCALE IN FEET 11 5+0 0 TEL — — LOCHLAND ROAD EAST X 0 EXISTING RIGHT OF WAY Li) IZ 12 Id IT V ri- REVISIONS DESCRIPTION CC REVISIONS 0 0 P z 8 p + = P C 0) CD I— tn " 11/ tn > 0 ci 2 — Z c"Ci 0_ r.? I— co CT) -CLU d z 0 F_ CC 0 ow Z cr 0 I0 HASTINGS, NEBRASKA CO CO VP yHEET Lachland(CE—AE) CC in in CD in 115+00 116+00 Pea' 10 El 117+00 118+00 EXIS11NG RICHT OF WAY rr Ci POLE 11 .11 150 '6-- ! ! 150 CCL' TEL 0 12. Ca. TEL &CPC II V C. J 6 • -66666166 119+00 PROJECT NO. SHEET NO URB -7552(1) 23 C N 42525 FaszaiLasszesei 0' 10 20' 40 - SCALE IN FEET 120+00 C 159 LOCHLAND ROAD EAST l THAI. ` 1_16 - i' -------_ '''', flx..---- la L __.; tu \I I Z — r , r r s x -- -- EXISTING RIGHT OF WAY \ II 1 1 Co 0 z a 0 z 8 II!) o F - on 2 CN W > x22. 0 CL cs 2 0 Zr 61 2 E- 6 co UJ d -Ca DC (a OW a-,, M to- C-) 0 NGS, NEBRASKA I lit 414 Ot:/xv4 T. 111 arrtvex•t,y, DC CMCC:1, CCI ralM11,171 SHEET 23 Lochiand(GE—AE) Cr Cr" Cfl 10 U, 2°Ui Cr Cr Cr V)) -0 2 Cli IL“.1 ci En- o Cc, 010 0 IL CM o CO 0 Li c; In Lt ICC g E tr} „ 01 o ct, o cr. 120+00 2-#2 Cu + #6 Cu GROUND IN 1 1/2 C POLE I) 121+00 POLE 14 122+00 7 -EXISTING RIGHT OF WAY 123+00 _roc 118 U_ P t EtarroSTr- - I 142 / -73QtriSr; ;7 7 G CA 2-42 Cu - GROUND IN 1 1/2 C 7 CR LI HUNG CONTROLLER 'A' /20 + 68, 35 FT. (EXACT LOCATION TO SE COORDINATED 011Th CITY — OF HASTINGS.) Ccl TI 1 LOCHLAND ROAD EAST 72 PROJECT NO. SHEET NO. URB -7552(1) 24 POE 16 C N 42525 N I = 20 Cr 10' 20 40 SCALE IN FEET 125+00 / C C TEL /Th, EXISTING POWER POLE Pk IT IC P N, ,IYd-7‘•-EXISTING RIGHT OF WAY Li L:CPT ti r - P lHL IC Cr44L" aEC GA fti 444 (I) {- W WEN o CL 0 Z 5 N a. p- H- 6 w •cc z o owco z Co _J I EL 0 0 INGS, NEBRASKA coC n O 11,10ta IC arturAMIC. 04100 rope rn: SHEET .14 81350_viapo „, 0. U 01 TUtU .05 t0 to 00 L -L). 0. to- 511:, 1750 Qtn His Ot 13 E Po I 7 ei .0c° -;5 12 00 -- U. a 16 125+00 150 126+00 IT 127+00 LEXISTNG RIGHT GE WAY -PULE To 128+00 ISO 129+00 FOIl 19 PROJECT NO. SHEET NO URB -7552(l) 25 C N 42525 N I = 20' 0' 10' 20 40 SCALE IN FEET 130+00 50' U- 155' TEL TT1. ILL TEL LOCHLAND ROAD EAST 95oa TEL TEL 12 I ./ —EL TTU TEL. TL TEL it 0 4 NI TEL Le r —EL L TELx-T TEL TEL LEASING RIGHT OF WAY 11—, -- V) F:1 13: REVISIONS DE •CRIPTION REVISIONS 0 0 z 0 n a. 0 0 H z 8 P + 0 c‘i CI) 0) F - Z LU 10 C`i n 0 . rt z a. Zr [13 r., F- ch WC a z at - ow z ° I 0- a 0 HASTINGS, NEBRASKA On 00 hE SHEET Li LI CT 81350_PSTRI.1 130+00 131+00 APPROXIMATE LOCATION FOR 10- HIGH PRESSURE GAS MAIN USE CAUTION WHEN TRENCHING THIS AREA. a)POLE 32+ 00 Cl' 133+00 134±00 EXISTING RIGHT OF WAY P011 21 POLE 22 20' 111' PROJECT NO. SHEET NO URS -7552(1) 26 rUCI 145' TEL TEL • ISO / in 1:771' C N 42525 —4 0' 10 20' SCALE IN FEET 35+00 To TEL LOCHLAND ROAD EAST TEL • 1E, TZSr.— — CL TEL TEL - EL IIj j r PS LEXISTING RIGHT OF WAY DARI I GOURKA E-it5 4 REVISIONS 0 0 z 5 a. 0 0 Z 8 + I CD 2 W in 2 > • cr 0 ▪ Z d 0 Z C‘I <U) I— w 00 z 01 ix 0 Ow z ° I0 0 C•I HASTINGS, NEBRASKA InInknYIv no arr.mve,Ilyno rord SHEET .10 Lu Lu 7-s) tn 01 In 07 IC In =0 ow' 66°- In CI 212 c IL i? -1I 5 6) 0 ,L4 w “, 6 L' In c_ 113A0 N ,6 111. '2 o ILL- 17( 1135+00 DEL ji POLE 23 et j .1155.07 I 45 P-4; a/Lt./SION 136+00 -EXISTING RIGHT OF WAY ,/,/ I/ /Jo fi TEL 137400 138+00 LOCHLANDJRL OAD EAST_ TEL 61+4 12 P-6! -EXISTING RIGHT OF WAY " ON TEL 139+00 TEL PROJECT NO. SHEET NO URB -7552(1) 27 CN 42525 .42_el 0 10' 20' 40' SCALE IN FEET 140+00 TEL I 2' 1'6 P-0.1 P US UN co C LT, t(i) w 2 0 0 — z r- > ?CI < Le' n - to tx w 0 d z o x D - <V CO w CO e72727277.2 01200 [IC 00 SHEET Ty a. 12 FT TRUSS TYPE -OVER B FT. LENGTH 5-6' (TRUSS TYPE) 7 GA, STEEL- PLATE GUSSET POLE/IJASTARM/ TRANSFORMER BASE BY VALMONT HANOHOLE BREAKAWAY TRANSFORMER BASE (SEE UGHTING SCHEDULE)- // CODE FOR LIGHTING UNIT MOUNTING HEIGHT---• STR� UGHTING� 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 I -FIGURE FOR SINGLE MAST ARM 2 -FIGURES; DOUBLE MAST ARI.\ LUMINAIRE SIZE IN KI! POTF DATA MATERIAL STEEL SECTION: TAPERED. ROUND FINISH: GALVANIZED (STEEL) POLE BASE DIAMETER: 9' BOLT CIRCLE DIAMETER: 13 1/2" TAPER: 0.14' PER FT. HANDHOLE: REINFORCED HANDHOLE WITH COVER, APPROX. C X 4". 90 DEG CLOCKWISE FROM MAST ARM IDENTIFICATION NO.: (SEE SPECIAL PROVISIONS) GROUNDING LUG: 1/2" X 13UNC NUT WELDED TO INSIDE SURFACE OF POLE OPPOSITE HANDHOLE Yr a//I S AX PROJECTION GROUND UNE 'SSR,HTs✓ '4'/ // :/\v/\ -SEE FOUNDATION SHEET FOR DETAILS m T -BASE BOLT CIRCLE DESCRIPTION MOUNTING HEIGHT 25' AND 30' 35' AND 45' 50 TOP BOLT CIRCLE T00" TO 12.0' 125' TO 13.5' 13,0" TO 15.13' BOTTOM BOLT CIRCLE 10,0" TO 12.0' 13' TO 15" 15' TO 17.25' STREET LIGHTING UNIT FIXTURE: AMERICAN ELECTRIC LIGHTING- 325/25/S/CA//3T2/R3/FG/EC SCHEDULE OF WIRING MATERIALS TIE ELECTRICAL. MECHANICAL AND PHYSICAL PROPERTIES OF THE CONDUCTORS LISTED IN THE FOLLOWING SCHEDULE ESTABLISH THE MINIMUM ACCEPTABLE REQUIREMENTS FOR EACH OF THE LISTED APPLICATIONS. COIIDUCTIOS WHICH NAVE 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 ALLOYED 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 IJNE I (RED) CONDUCTOR AT EACH END AND AT EVERY P0111T WHERE THE CONDUCTOR IS ACCESSIBLE IDENTIFICATION WILL BE ACCOMPLISHED BY (A) COLORING THE EXPOSED INSULATION RED (B) MARKING THE EXPOSED INSULATION WITH RED TAPE. SERYACE ENTRANCE: TYPE USE CR XHHW EQUIPLIFIIT GROUND' OkE'L BRANCH CIRCUIT FEEDER COI. GR CnOFS' BARE OR INSULATED 110 10 ATG, TI'IW OB THAN #2 USE OR XHNW (III CONDUIT) UNLESS NOTED OTHERWISE OTT THE PLANS 'NEUTRAL -WHITE OR GREY; "INSULATED EOUIPMEIIT GROUND --GREEN "LINE I" -RED LAMP SCHEDULE UNIT NO. WATTS TYPE RIITIAL LUMENS RATED I IFS HRS REMARKS ALL 250 HPS 27,500 24.000± 210: 11 336 25-300 4'-0' SS -E 4 -0-0' 3 105+27,00 - LT. SL -BT -40-12-0.25 4 106+77.00 - LT. SL -BT -40-12-0.25 5 108+27.00 - LT. LUMINAIRE DATA UNIT HIO. PERFORMANCE REQUIREMENTS REMARKS ALL TYPE III, MED. CUTOFF UNE WATTS ALLOWIAB URE -VOLTS DIPS P F. I. ALL CWA 240 210: 11 336 25-300 BALLAST RATINGS UNIT ND TYPE LINE VOLTS ALLOWABLE LINE -VOLTS VARIATION Ut1E-OPER AMPS UNE WATTS ALLOWIAB URE -VOLTS DIPS P F. I. ALL CWA 240 210: 11 336 25-300 4'-0' SS -E 4 -0-0' 3 105+27,00 - LT. SL -BT -40-12-0.25 4 106+77.00 - LT. SL -BT -40-12-0.25 5 108+27.00 - LT. SL -BT -40-12-0,25 6'-0' 6 109+77.00 - LT. SL -BT -40-12-0.25 6'-0" 7 LIGHTING UNIT SCHEDULE UNIT NO. STATION TYPE 'W' REMARKS I 102+39.00 - LT. S_ -BT -40-12-0.25 4'-0' 15 FT 2 103+77.00 - LT, SL -BT -40-12-0.25 4'-0' SS -E 4 -0-0' 3 105+27,00 - LT. SL -BT -40-12-0.25 4 106+77.00 - LT. SL -BT -40-12-0.25 5 108+27.00 - LT. SL -BT -40-12-0,25 6'-0' 6 109+77.00 - LT. SL -BT -40-12-0.25 6'-0" 7 111+27.00 - LT. SL -BT -40-12-0.25 6'-0" 8 112+77.00 - LT. SL -BT -40-12-0.25 6'-0- 9 114+27.00 - LT. SL -BT -40-12-0.25 5'-0' 1D 115+77.00 117+27.00 - LT. - LT. SL -BT -40-12-0,25 SL -BT -40-12-0.25 6'-0" 6'-0' 11 12 118+77.00 - LT. SL -BT -40-12-0.25 6'-0" 13 120+27.00 - LT. SL -BT -40-12-0.25 6'-0' 14 121+77.00 - LT SL -BT -40-12-0.25 6'-0" 15 123+19.00 - LT. SL -BT -40-12-0.25 6'-0" 16 124+77.00 - LT. SL -BT -40-12-0.25 6'-0" 17 125+27.00 - LT. 5L -BT -40-12-0.25 6'-0' 18 127+77.00 - LT. SL -BT -40-12-0.25 6'-0' 19 129+27.00 - LT. SL -BT -40-12-0.25 6'-0' 20 130+82.00 - LT. SL -BT -40-12-0.25 6'-0" 21 132+27.00 - LT. EL -BT -40-12-0.25 6'-0' 22 133+77.00 - LT. SL -BT -40-12-0,25 6'-0' 23 135+22.00 - LT. SL -BT -40-12-0,25 6'-0' RELOCATED LIGHTING UNIT, TYPE "A' SCHEDULE UNIT NO. EXISTING LOCATION UNIT NO NEW LOCATION "Yr REMARKS EP -I 101+65.00 - 83 FT RT. RP -1 J91+76S9i - 83' RT 15 FT PULL BOX SCHEDULE UNIT NO. LOCATION TYPE REMARKS 101+7700 - 40 FT LT 101+77.00 - 50 FT, RT PB -5 PB - 2 GENERAL NOTES: PROJECT NO, URB -7552(1) C N 42525 1 A 72 HOUR BURN IS NOT REQUIRED ON INSTALLATIONS USING HPS LUMINAIRES. 2 ALL CONNECTIONS IN PULL BOXES WILL BE MADE USING SUBMERSIBLE SECONDARY CONNECTORS MEETING ANSI 019 3. 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 SHEET NO 28 THE CONNECTOR BLOCK MUST CONTAIN THE CORRECT NUMBER OF CABLE ENTRANCES TO ALLOW ONE CONDUCTOR PER VIRE HOLE AND MUST BE RATED FOR THE SIZE(S) AND TYPE(S) OF CABLE BEING USED ANTOXIOENT 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 4 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 5 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 DIE 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 6 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 THE LATEST NEC EDITION IN USE BY THE CITY OF HASTINGS. 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) METALLIC CONDUIT WHEN USED SHALL BE TYPE GRS OR INC (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. LACKED CONDUIT MAY BE EITHER METALLIC OR NONMETALLIC. 10 TRENCHING SHALL BE KEPT A MINIMUM OF 5 FT. FROM THE TRUNK OF EXISTING AND PROPOSED TREES. JACKING MAY BE REWIRED UNDER THE CENTER OF LARGE TREES LN LIMITED SPACE. 11 ROUTING OF CONDUIT AND CABLE MAY BE ALTERED BY THE PROJECT ENGINEER. IF NECESSARY TO SUIT FIELD CONDITIONS 12 INSTALL SPARE BENDS AS SHOWN ON PLANS. SPARE BENDS MUST BE SECURELY CAPPED OR PLUGGED AT BOTH ENOS WITH FITTINGS OF THE CORRECT SIZE AND TYPE FOR THE CONDUIT BEING USED LIGHTING CONDUIT AND TRAFFIC SIGNAL CONDUIT MAY BE LAID III THE SAME TRENCH LUMINAIRES SHALL BE LEVELED Al ILK POLE HAS BEEN INSTALLED ON FOUNDATION. LUMINAIRE MOUNTING BOLTS SHALL BE TORQUED TO MANUFACTURERS SPECIFICATIONS. CONTACT UTUTY THREE WORKING DAYS PRIOR TO REWIRING SERVICE CONNECTION. 16. GROUNDING CONNECTIONS IN PULL BOXES AND JUNCTION BOXES SHALL BE MADE USING MECHANICAL CONNECTORS SPECIFICALLY DESIGNED FOR THE PURPOSE UNLESS INDICATED OTHERWISE IN THE PLANS: 13 14 15 17 (A) ALL FOUNDATIONS SHALL BE CONCRETE. 0 0 REVISIONS MISCELLANEOUS DETAILS Tn Z Wtn Sw N W Od am 2 TZ Z >N ah m m m 00 OZ O C W Z -' J 0- 0 a 0 -J J 0 N HASTINGS, NEBRASKA w SHEET EXISTING URUtt POLE SERVICE DROP AND CONNECTIONS BY UTILITY SUPPORT STRAPS (SPACE EVERY 3') CONTROL RELAY WORD OR PV MOLDING PHOTO -CONTROL 1 1/2' PVC CONDUIT (SCHEDULE 80) `---SERVICE ENTRANCE WEATHERHEAD 11/2' PVC CONDUIT (SCHEDULE 80) WEATHERPROOF HUB METER SOCKET - FUSED SAFETY SWITCH-GETIERAL DUTY /TYPE 2 POLE - 60 AMP - 240 VOLT NEMA 3R ENCLOSURE TO SERVE AS MAIN e/ DISCONNECT AND PROTECTIVE DEVICE UNIT TO BE SERVICE ENTRANCE RATED. WEATHERPROOF HUG SUPPORT STRAPS --�\ (SPACE EVERY 3') GROUNDING CONDUCTOR 1 1/2' PVC CONDUIT (SCHEDULE DD) SUPPORT STRAPS (SPACE EVERY 3') PVC EXPANSION COUPUNG - 1 1/2" PVC CONDUIT (SCHEDULE Bo) 3/4" X 10COPPER CLAD GROUND ROD LIGHTING CONTROL CENTER, TYPE R UNLESS INDICATED OTHERWISE. ALL COMPONENTS OF THE UGHTING CONTROL CENTER/METER LOOP INSTALLATION ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. COORDINATE INSTALLATION REQUIREMENTS WITH CITY OF HASTINGS. ELECTRICAL SERVICE LOCATION III APPROXIMATE. ACTUAL LOCATION WILL BE AS DIRECTED BY THE ELECTRIC UTILITY IIID PROJECT ENGINEER CONTACT UTUTY 72 HOURS PRIOR TO PERFORMING WORK ON THEIR POLE, RISERS AND GROUND CONDUCTORS ARE TO BE POSITIONED (HEIGHT AND QUADRANT AS DIRECTED BY UTUTY CONTACT UTILITY 72 HOURS PRIOR TO REQUIRING SERVICE CONNECTIONS. ALL BOXES MID CABINETS WTTH ACCESS TO ELECTRICAL COMPONENTS MUST BE PADLOCKED IMMEDIATELY AFTER INSTALLATION, CONTRACTOR SHALL PROVIDE PADLOCK DURING CONSTRUCTION PERIOD. AFTER FINAL ACCEPTANCE OF PROJECT. MAINTAINING UTILITY OR AGENCY WILL PROVIDE PADLOCK. BILliti,LC1 5(5UUaF RELAY SHALL HAVE A NEMA 3R WEATHERPROOF CA5E. DOOR SHALL BE HINGED, GASKETED AND SHALL HAVE PROVISION FOR A PADOCK. "PROVIDE WEATHERPROOF HUBS FOR ALL CONDUIT ENTRIES AND CABLE -GRIP BUSHINGS OF CORRECT SIZE FOR ALL CABLE ENTRIES. RFI AY MAGNETICALLY HELD HEAVY DUTY TYPE DESIGNED TO CARRY FULL RATED LOAD CONTINUOUSLY. RELAY SHALL PROVIDE RELIABLE OPERATION WITHOUT CONTACT PITTING OR WELDING AND SHALL NOT REQUIRE PERIODIC MAINTENANCE. EXPULSION GAP LIGHTNING ARRESTORS SHALL BE PROVIDED FOR COIL PROTECTION. A THREE POSITION SELECTOR SWITCH WITH LEGEND HAND -OFF -AUTO' SHALL BE PROVIDED RELAY SHALL BE BREAKER PROTECTED. PROVIDE TRINETICS MR -UCL SPEC 6548 OR APPROVED EQUAL LDN11R01 2 POLE E/ 60 PEI A AMP 2 POLE/60 AMP 120V AREA UGHTING RESEARCH, INC MODEL NO. SST -PV FAIL ON VOLTAGE 105-285 VAC OR APPROVED EQUAL PHOTO CONTROL NOTE: (GROUND ROD) ERITECH 613400 OR BLACKBURN 7510 OR APPROVED EQUAL I/2' x 13OC ,,,,,,,......-TRANSFORMER GROUNDING FITTING CONNECTOR MANUF. CO, 153345-14834 OR ERIIECH IIDC 34-HD34R OR BLACKBURN J -AB 3/4 H OR APPROVED EQUAL GORUND ROD CLAMP CONNECTOR AANUF. CO TGC2 OR ERITECH 51125011 OR BLACKBURN TTC3 OR DURNDY EDC632C OR APPROVED EQUAL TO REMOTE PC z EQUIP GRND NEU-AL E2 UNE I LIGHTING CONTROL CENTER SCHEMATIC OR COPPER GROUND WIRE INLINE FUSE-. POLE-\ LUMINAIRE 11,, I a I tam `ie' - EQUIP GRID PROJECT NO.. SHEET NO URB -7552(1) 29 CN 42525 CIRCUIT AND DIRECTION TAG. 95403-15URD FLAPTAG WITH A MIN. 10' BLACK NYLON ELECTRO MARK ZIP TIE. Lel WRING V,IH BLACK SANFORD SHARPIE ULTRA SINE POINT PERMANENT MARKER. TYPICAL FOR ALL INCOMING AND OUTGOING CIRCUITS. LINE I LINE 2 (240 VOLT 2 -WIRE) STREET LIGHT POLE WIRING SCHEMATIC /2' X ,]UNC COPPER GROUND WIRE SERVIT POST POLE GROUNDING SECONDARY CONDUCTORS-' ERITECH SSPS OR BURNDY KC2262 OR APPROVED EQUAL „.„,...-RUBBER PLUG ENTRANCE TO ALLEN HEAD SET SCREW RANGE TAKING ROCKET CAP/SLEEVE (ALL CABLE ENTRANCE HOLES) EPDM WATERPROOF COVER CONNECTOR MAIIUFACNRUING CO TYPE SSBC 350-L OR HOMAC MANUFACTURING CO TYPE ROB I/O OR ERITECH ESP-UPP 350 -ID OR APPROVED EQUAL SUBMERSIBLE TYPE MECHANICAL CONNECTOR MEETING ANSI 119.1 REQUIREMENTS URD CONNECTOR IN PULL BOX - NO. 12 COPPER WIRE FUSEHOLDER TO LUMINAIRE BUSS FNM 3.5 AMPS UTTLEFUSE FUA 3.5 AMPS GOULD IRM 3 5 AMPS OR APPROVED EQUAL f-til(IItfF 1 1 RUBBER IHSUTATING3 BOOT '-G-' -.BREAKAWAY RECEPTACLE \ ""RUBBER INSULATING BOOT FOUNDATION MUST BE FLUSH WIIH FINISHED GRADE 18' PIG -TAIL, NO. 12 COPPER WIRE 410* TRANSITION SLOPE I SLOPE APPROX. 5' ' VARIES SLOPE TRANSITION SLOPE LIGHT POLES LOCATED ON SLOPE SEE GENERAL - NOTE NO 3 00 'Oa FEEDER CABLE- FUSEHOLDER AND BREAKAWAY DISCONNECT MECHANICAL CABLE CONNECTOR BUSS HEB-AW-RLC-A LITRE USE LEB-AA-S GOULD GES -AA OR APPROVED EQUAL CONNECTIONS FOR BREAKAWAY INSTALLATIONS HOdAC SL3-2K UTILCO SLC -3-0C NSI POLARIS OR APPROVED EQUAL N taw I- Q U 0 tri 0Q In O J 0 CO 0 w Z Z W M) N W O. 11Z cL 0 Z �- >EN aU) C) m Q W o W � O K U ow Z =a 0 0 J N HASTINGS, NEBRASKA 40 mer m ED ICs 3/4,11 SHEET BOLT PROLE PER MANUFACTURER RECOMMENDATIONS ANCHOR BOLTS I DIA. ANCHOR BOLT PROJECTION 2 3/4 FINISHED GRADE - ATTACH GROUNDING CONDUCTOR TO GROUNDING LUG IN POLE OR TRANSFORMER BASE 1/2 CONDUIT FOR GROUND CONDUCTOR GROUND ROD 3/4" X 10'-0'. LAIN COPPER CLAD ONE PIECE A BELL END • STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A B STEEL CONCRETE UP TO 30' 2'-0" 5'-0" 50 lb. 0.58 CU. YDS, ID' 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' REINFORONG STEEL: GRADE 60 ANCHOR BOLTS: 1' DIA. (AASHTO M314, GR.55) HEAVY HEX GALVANIZED NUTS: (PASHTO M291 GR A) FLAT WASHERS GALVANIZED: (AASHTO M293) 1' CHAMFER 1 1/2 _ CONDUIT FOR FEEDER CABLE 6—N06 BARS 4—NO 4 BARS GROUNDING GROUNDING-, CONNECTOR GROUND ROD STREET LIGHT CONCRETE FOUNDATION 2)" DIA X t' TK CONNECTING WASHER NI ED GRADE 1/4' S.S HEX HEAD DOL CONDUIT FOR FEEDER CABLE GROUNDING CONNECTION TO BREAKAWAY BASE AND POLE TRANSFORMER BASE INSTALLATION GALVANIZED 9 MINIMUM ANCHOR BOLT DETAIL —CONNECTING BOLT —I' HEX NUT ,—I" FLAT WASHER 20.50" — T3UNC TAPPED THRU HOLE FOR GROUNDING LUG 2V DIA. X )" TK HOLDDOWn WASHER (SUPPIJED W1T31 ANCHOR OR TRANSFORMER BASE) CARRIAGE BOLT ELEVATION TRANSFORMER BASE INSTALLATION NOTES: 30 DEG OFFSET (TYP,)1' `l -Li l .ATI 1 1/2" PVC SCHEDULE 80 CONDUIT CONDUIT INSTALLATION OVER BOX CULVERT TOP PLAN BOTTOM PLAN 1 POLE FAILURES AND IRREGULAR BREAKAWAY PERFORMANCE 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 AVAILABLE FROM THE TRANSFORMER BASE MANUFACTURER). (C) INSTALL WASHERS EXACTLY AS SHOWN. (0) SHIM SEMEN 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 FO SHIM RUSH 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 HANDHCLE. 3. BOND EQUIPMENT GROUNDING CONDUCTOR TO TRANSFORMER BASE BY USE OF APPROVE) GROUNDING CONNECTOR THREADED INTO TAPPED HOLE IN CASE STATION: 117+44, 25 LT TO 117466, 25 LF STATION: 135+52, 25 LT TO 135+60, 25 LF A IA y PROJECT NO. URB -7552(1) 30 C N 42525 SHEET NO 4'MI 12 MAIN q' COARSE AGGREGATE t0�0 NPW dee ■ T ✓L {J SECTION A -A APPROXIMATE DIMENSIONS ®nn PB 5®® 18' B PULL BOX, TYPE PB -5 NOTES I 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. 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 CONDUIT TERMINATIONS IN PULL BOX SHALL BE FITTED WITH BELL OR FLARED END TYPE PB -5 TYPE PD -5 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 OMIT DESIGN. BOXES OF SQUARE, CIRCULAR OR RECTANGULAR PLAN—SECTION AND EQUIVALENT VOLUME ARE EWALLY 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 COIABIIATIOM OF POLYMER CONCRETE AND STRUCTURAL FIBERGLASS REINFORCED POLYMERS (FRP) OR A COMBINATION OF POLYMER CONCRETE AND HIGH DENSITY POLYETHELENE (HOPE). B. PULL BOX COVERS SHALL BE OF HEAVY—DUTY, POLYMER CONCRETE CONSTRUCTION, EITHER SOLID OR SUFFICIENTLY RIBBED TO WITHSTAND 'THE STATIC LOADS AS REQUIRED BELOW. UOS SHALL FIT SUFFICIENTLY TIGHT TO PREVENT THE ENTRANCE OF RUN—OFF WATER. COVERS SHALL BE EMBOSSED WITH AN ANTI—SUP SURFACE, THE MANUFACTURERS NAME AND THE LOGO "STREET LIGHTING". COVER SHALL BE HELD SECURELY IN PLACE BY TWO OR MORE 3/6" (LAIN. DIA.) STAINLESS STEEL HEX HEAD BOLTS WITH RAT 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 EST LOAD OF 20,800 POUNDS APPUED 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 DEEGNED FOR A 200 PSF LATERAL STATIC PRESSURE TAM A 3.0 SAFETY FACTOR. A 1,800 POUND TEST LOAD APPUED TO A 24" X IC STEEL PLATE CENTERED ON THE WALL OF THE 80X HAVING THE LONGEST OIMENSIOH. SHALL CAUSE NO PERMANENT DAMAGE TO ANY PART OF THE ASSEMBLY 11 MANUFACTURER'S CERTIFIED TEST RESULT. 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 REPRESENTIRVE OF THE FIRM MANUFACTURING THE PULL BOX. pa‘ ...1:4 GE O-RIR1A f. 11514 REVISIONS 0 MISCELLANEOUS DETAILS Z W TO O� Z a U 2 7 "- Zr N Q N a� N m Na W � DO OZ a U p W Z 0O as =a U 0 N HASTINGS, NEBRASKA on 00 eF SHEET Ott 1925 1915 1905 1920 1910 1900 PROJECT NO. SHEET NO URB -7552(1) 31 ,,,._ ,, C;N 42525 .,,, ..::I ,.. ,,,,,,, , ,,,,,,,, " TYE! _. St 123+52 �2 PPPPPP .. ... .... .. .. . ,. :'. TELEPHONE'S '? ` EXISTING 15" :::: ` ... . ::: :: ::: .:I: ,::::: .. ::::: . .. ... .:EXISTING GAS:'. VCBCULVERT .,. 7-__ 7,7___-__ EXISTING 12" WATcR MAIN;. ,. 77777:77--77 .. .I:'. :::760 _470: -60:'' 50 : 40 ' -30 >201: 0 :... 'I .20 : 30 :::: x0 :::: 50 .. : : .,,, ..,:: ' 60 0'' CO .,� ... ,., ]l 5, 120+71 48.0' LT r O: STA 120+y4_: ISO' RE BUILD MODIFIED CURB INLET' BUILD MODIFIED CURB INLET __ m _- ..._.. _.. _ _ X--_4.75. .. �.-.._— ;R 516 , ..: _: sTA. 1�0+]4 -I ze O LT I A STA. :12D 174 - 410' RT BUILD R,E CONCRE1EACI1CN FiIIM E1=1915 6 RIM EL -1915 16 FLARED E' CONCRETE I FLARED ENO 'NO SECTLNl _ _ 1 FLAREDENO SECTION F 190930 FL EL -191 72 r --- 5=00114 --. 5-00080 .. 5=00320 �� /// 48" R E FLL1910.41 (N 48 R E. FL -41910.00 (N : FL 914100913 0: TEL IE 46' R.E Pt. -1910:41 (5) : 4fl R E. FL --1910.00(S EXISTING GAS J/ 15 FL 1913.41: (W) 15FL=1910.00 (8) '"--- EXISTING 12' WAjER ....... .... . .... n -`TORO SEWER c4 STORMSx cs_—TYPE. 5TOR1. SEPIPE.: TYPE f STORM SE VR PIPE TYPE 1 - STOR1.1-SEVY'R PIPE TYPE:1 - - .: ..5 `-':3.20: S=:1 ton .: ..5_0.88;-' .... 1920 .. : .. .'.III'. ..... ..... .. ... ... --- - :::. ::: -'-St0 117+55,06 1925 1915 1905 1920 1910 1900 ... .. _ m:..:. ..,,._._' 0A_T625�c_D 50.ISY_4�2:.38__— BLIId:TrIPIC:6' 6'x73' Cont ete lBOK CuIJOTt 5p 'ol Pon -1C 1.. - I' Epcc, 445_ Cu,Yd. 157.51: Cu: Yd : concrete .. .. .. .. : : 13465 cing lilt ..:.. .... .. nfq JT_UpreaF-Fi1908.6 0 Upstream 4-/0082 Slope - = 0 30: 1910 00 ..... ...... .... .... .... ..... ... ... ........ .,..,... .. :.. . PPPPPP. • ; • .. .. '—'_- -_-_ 5-90930• _._ _ I�`-EL. 190660 -, .... : ^- TELEPHONE L '. EXISTING GAS - - q ---- EXIST G 12' WATER 908 82• :. -60,,.. _50,..,...-k0 - ID 00 -20: -10 .. .,.• 20 . 3o .. 40 50 -: 60 .. 1920 1910 1900 N W H Q U O viQ 6C1 B 9 2 9. 0 REVISIONS 1940 1930 1920 'i' .. STA 01+55 5.24 6 LT • 5TA 2 101+86 128 B RT ::.: ,... ..BUILD CURB INLET BUILD CURB 21LET / .. //-''�� % ::3 59.. .. .. % = 3:68': . . STA 101+tl32 - 62.8'LT O SNI.:101+85 4 -.53:5 LT V 5TA :lpl+65 fi 35 3' LT; ( STI. 101186.7 50.3 RT - : L STA 10 +869 - 66 3 RT ""`"'--- REMOVE &"REINSTA[L BUILD MANHOLE --- -- BU LD CONCRETE COLLAR-- -- - E' 'y g IN TA -- -' '--- ' FLARED 40 SECTION RIM EL= 93j 80 _ _ I_-_ _ RD EL 1935 ]� ,'p I93 ENO SECTION - -H-.-.- fL 193240) - ���• ;�..r :: -.-� 'FL -193197 _____101 iI FL EL -193240._ - _-Fl ER FOPpC U4E D ...24" FL -1932 28'(5) EXISTING 24" RCP -2� 2 'x16 124" Rm1932 50: (W STORM SEWER PIPE dh 24 x6' - EXISTING 2' STORM SE VCR PIPE O'. 2T'x1fi' WATER MAIN TYPE I,7 R 8 STORM SEWER PIPE STORM SEWER PIPE 5 = 0.267 TYPE -i-7 OR 9 Lt,] OR_� .. j ry - _ S 1 b 0267,. : tI R00 50 -40 -3D -ZO - 0 i 20 30 40 50 60. 70 : 80 1940 1930 1920 DRAINAGE STRUCTURE CROSS SECTIONS I- Z W N N W O • - Z Zv• - 5 N Q N a Hci OZ 05 ~ O LD Z O Ia O O J 0 N HASTINGS, NEBRASKA ty w , ',proved 1, ONOC n nCK4 T TAOO 2f 11100 „n 1 . 1101 15004 40 a._ )21.'nit SHEET tn 0 4R 4 Cd o XIS Elm Do ‘11 tn ig oi in LI 1910 LI3 E r2, 1900 (1.6- o _ DCo PROJECT NO. SHEET NO ,,,,,•,..., .......,......... ,, ,,,, • ,,, ,,,,,,,,,,,,,,,,,,,,,,, • • • • • , • ,,,, ,,,,,,,,,,,,,,, • • • , • ,,,,,, • • ,, • • .777.7.77 . . . . . • ... • ,, • : • : !!! : • • ' ,, URN -7552(l ) 32 C.N 4.2925 • • ,,,,,,,,,,,,,,, • ,,,,, • ,,,,,,,,, • ,,,,,, ,,,, ,,,,,,,,,,,,,,,,, • ,,,, ,,,,,,,,,,,,,, . • ,,,,,, ,,,, ,,,, ,,, • • ,,,,,,,, • , • ,,,,,, • ,,,,,, • • ,,, • • ,, I ! • • ,,,, • , ,,,,,,,,, ,, ,,,,, • • • ,,,,,,,, ,,, ,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,, ,,,,,, • • ,,,,,, • • • ! • • • ,,,,,, • • ,,,,,,,,, ' ' " " ,,,,, : , : : 1920 ,,,,,, ,,,,,,,, ,,,,,,,,,,,,,,,,, • ,,, ,,,,,,,,,,,,, • ,,,,,,,,,,,,,,, ,,,,,,,, , ,,,,,,,,,,,, ! ,,,,,,,,,,,,,,,,,,,,,,, .. . . . . . ... ,, : : ,,,, I I • I • I • I ,,, ! ! ' ,,,,,,,,, : : ,,,,,,,,,,,, : I ,,,,, ' ,, : : I ,,,,, ' " ,,,,,,,,, : : ,,,,,,,,, : ,,,,,,,, , : ,,,,,,,,,, . I . . : : : : : : , . ! ! ! .. ! : . .. ,,,,,,, . .. ,,,,, ... ,,,,,,,,,,,,,,,, " ' ' " ' ,,,,,,,,, — • - • ,,,,,,,,,,,, ,,, ' ' " ' ' ,,,,,,,, . .... . . . . , . .. ,,,,, : : ' ,,,,, . ,,,,,, . . ,,,,, . ....... , ,,,,,,,, .. , . , . ,,, . , . .. • . , .. . „ .. • , • ,,,,,,,,,,,,,,, ,,,, • ,,,,,,,,,,,,,, ,, • ,,,, ! ,, !, !. • ,,,,,,,,,,,,,, • ,,,,,,,,,,,,,,,, ,,,, • • ,,,,,, ,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, • , • • ,,,,,,,,,,, ......... . ,,,,, . • ......... . . . . . . . . ,,,,,,,,, .. . .... . : : : : : • : : 1 ,,, : : : 1:: ,,,,,,, ::::::::: ,,,,,,,,, ::::::: . Sib. 500+29. 0 ,,,,,,,,,,,,,, . . . ......... .... ... ......., .. ,,,,, . • . - ...... ,,,,,,,, . . - . ,,,,,, .. ,,,,, . . „ ...... . „ ,,,,,,,,,,, ..... , . , ,,,,, . , .. , . 1 RelldVe: 157 x 1. 0.14 ' P pa: gx9: 4- 17: Pi? ,,,,,, ... ........ ......... ..... . ...... „ ........, 1910 : : : • ,, • 1900 1915 1905 , . 1920 - _ ] . i __ __ . J--=r .--..---------g- - -- -I- --.----1- - L- - - - - - - --I--; 1 __ -1-- - - - T. CMP CULVERT • ! (..) IIINI"-- EXISTING V/A1ER MAIN , ! 1910 R . MAN E-12787 49 t_ta-r ,,,,,,,,, ,,,,,,,,,,,,,,,,,,,, , ,,,, ,,,,,,,,,,,,, ,,,,,,,,,,,,,,,, ,,, • , co: ,, ::,so -ho -30 -o: " "4 0: " o: : ' ' 10 " ,,, 20 " ' ' '30, :40„, so CO ” ' 70 so ,,,,,,,,,,,,,,,,,,, ,,,,, ,,,,,,,,,,,,,,,,,,,, ,,, • ,,,,,,,, ,,,,,,, ,,, • • , 1895 Sta. 1354 51 46 Remove GO- 4BI Arch C .1 Pipe ELc 69 C V------. . '1 • : ,,, . , • : ,,,,,, • - ! ! - ! • • • • • • • • • • • • • • ' • • ,,,,,,,,,, =7 , 7 , 7 ,, ' ,,,,,,,,,,,,,,,,, : : I : : :TI:.-I..I•77.::: 7.11:::: ,• ,,,,,,, : ::: ,, •• I'''"'"' ,,,,,,,,, • EXISTING GAS ,,,,,,,,,,,,,,,, ,,,,,,,,, • • , • I\-- TELEpHoNE • • • - •\- EXITING •60:4,Rc ,,,,,,, a ,,,,,,,,,,,,,,,, . ,,,,,, . ........ ....... ,,,, „ . ,,,,,, ,,,,,, : : : : ,,,,,,, ,,,,,,,,,,,,,,,,, • : : ' : : : : : : I • ' • • ,,,,,, ' • • • • • • • : CM?' CULVERT ! • EXISTING 12 WATER MAIN ,,,,,, ,,,,, . ,,,,,,,, : : : : : : : : : : : : : : ,,,,,, : : : : : : : : : : : : : : : : : : ,,,,,,,, : : : : • . : : ,,,,, ,,,,,,, : : : : : : : : : : • • • • • • : : : : : ,,,,, : • : ,,,,,,,,, o -30 -20 30 40 so .60 1900 1915 1905 ,,,,,,, • 1899 _ Co ,,,,,,, ,,,, • ,,,, 7 77777777 ,,,,, ,, ,,,, , • , Stu- 3 s,!. YrRlCi .4 , ,,,, ,•I1II IIE9X0,I3ST9,I0,N,G . GA , 0-A -259.42 F .4 0 4„ - 5 - .9.l4v,-e, r4t' 57 , 1920 „, , • ,,,,,,, ____—____•_ - ,,,, • • ,,,,,,,, ,,, ,,,,,, • ,,, , ,,,,,,,, • • , • • • ,,,,,,, ,,,,, ,,,,, • • 80 .i 4 cIIII` , i ,1 .158P+9.I5 l.3O , d ZAc.- r.1”C.c9 i•. 0n1 ,9g3 C 0o0 S3n6 tc7e0 _ 0 -0 l LEPHCHE 5=0.0030 H---gI _.LDClte 5iEXISTING 12 WATER 1 • . 20 0 50 50 70 , • ,,,, ,,, .4 I I r, , , , x4, • ,,, ,,,,,,,,,,,, Bulld8Ix4xto donceto ---------------------- 1ed10Ska‘t 1920 • . , . 1900 1910 ,,,,,,,,, , ... ,,,,,,,,,,, . , • , • . , ... ,,,,,,,,,,,,,,,,,,,,,,,, . . ,,,,,,,,, • • , Co 0 Lu Co Co Co Co tll CD CC Lit Co CC to LU Co tsi 10, 112,1:u -it SHEET n2 1920 1910 1900 - URB -7552(1) C.N. 42525 O. STA.:116+00 18"•LT .. v BUILD MANHOLE STA PI'''.7STA X116+00 13.TIT • " " " " " " " ' ,,, : ,,' " -" BUILD' CURB INLET ..:,BUILD-CURB•I'ILET ,,' '"' ',,,,.,, I:: :::I. ...: ::.... :X ='4.00'• H:= 5.00,. .X•=.400' ...•:::::,... ::..... ......:1: .... .. TELEPHONE._ ... .. ..,1...... . '.:I ... ..... .. ........ . ........ .174)81 1a,.. p 1917.96 ..... ... r:::.. I .. 15' EL: P 1913.96 (5 �........ IS' Fl .1 , 86 (N). -- - — -- -- 1 EXISHNG GAS 15 FL EL 1912.60 (N) ... , . { - „ 15' FL EL _ 19126D 5)••• ,, ' 615X28` 30' PL EL 19126b E 5 ... .O STORM SEWER PIPE 24”FL EL = 191260 ( ) O STORM 5E1'! -RI PIPE ' .. .. .. ... . TYPE '8 7 OR a TYPE. 1,• 7 OR 8 .. 1920 1910 1900 1920 1910 1900 10 -50 .0Ea0'. —20 — 0 10 20 . _ 30 "' 40 "50 60 • H BUIW"i7 "7. TELEpN0NE -T S l9OD" ANHOH0LE BUILH EURB INLET • BUILD CURB INLET e_.inn' $I 400 RIM EL,=1192209-, "7 IRIM EL: = 192173-RII4`EL-_ 917109 EXISTING GPS — _I 16 FL - 1918.09 (S — I 18" FL 1918 09 (N)' 18T FL EL o 1916 73 (N) 18' FL EL = 191673 (5) O .,. STORM SEWER PIPE i... .. I ' TYPE i. 0 7. R B 5 486 X 8 _ :. ... 1B ST0R11 SEP,ER. P PE "TYPE . 1.: 7 OR 8 STA.I:116+00 10 60 0 -40 ......-30'" " " '-20 ID 0 ID 20 : 30 40 50 .. 60 PT -:. "" RIM EC =1917 B0 .. ..... .. : ::::: ::::: ...:.�. .... _. _.. .. :..... • STORM. SEWER, PIPE :.15' FL •a ..1912.60 (5} , . , :: TYPE•1. 7 OR 8 'SD" PL EL 1912.60 (E) O 30" X 145 S = 1.65 .. 24' FUEL 191260 (W) .. STORM SEWER PIPE. TYPE 1. 7 0R 8 "''" . ... _ .... .. .. ... ...... S.=.1.23 .. Fl 0 i0 Pr f30 a2 sUi :x I in co 2 nSio- 00 i, 1920 1910 STP -113+50 BUILD MANHOLE H =5.00' 0 RT RIMEL. _: 1921.73 1900 15 FL E =1916 73 (N) :. , , 18' FL EL= = 491693 (5) •. .... •. 2M1 ,F6 EL.,1916.73 ,,, ... .... .. 1920 1910 1900 1920 1910 1900 8 x�o STA 117+45 10 RT TAP PROPOSED BOX CULVERT - 5912.0 O 24=Y.-250 STORM FEWER PIPE . TYPE 1 I7 OR 8 .. _ S i 6 $ 1920 1910 1900 1920 1910 1900 F 0 O 6 CO Z O_ O DRAINAGE STRUCTURE CROSS SECTIONS z Z 111 Fr, a N OZ C'Z 20 O— Z '" COm Et W oZ �U O W Z O I0 0 0 N HASTINGS, NEBRASKA .m�a to +romRw a by 9NOC n ,„>0 a. F0 elan e 0 0151XTCU4101 41:0 0 0011 SHEET 0 co >10 ,no a i0 `co 1/I 1920 ........ ..... ... PROJECT NO SHEET NO URB -7552(1) 34 C.N 42525 " ., 'i'' O STA, 122+95 IR RT O STA 123+49 48 LT "' '' BUILD MANHOLE - BUILD MANHOLE .. .. H- 7155' - : F.:,1 E3' ... TELEPHONE _ _ RIlA �EL 191843 1910 1900 1920 1910 1900 1920 1910 EXIS11NGAS __--" .... '.. .. .... " " ,, ,, 244: FL Ea 1909 B9 (H) ... .. .. ..... .24"IFL EL = 1909.80 (S) .. 15 24' '.80 .. 18' FL EL 1911:00 E STORM SEWS PIPE ' D"-� ..... ... .... (.. .. ... ... . S SEWER EXISRNG 8 15" F EL 1913,10 (N) 24' FL EL - 1910 BO (IV) ''' :: ........ :15 FL EL 191].10 (E) .. ... :: ... ...... • 125 ,1 .:Sfil{IT90 tAAVJ.. .,.... ..... ... .. ... I:FI _1 1 22 I902 22 ...... ........ _ . _ I.... .... .. is • • A. 122E95 10 RT ... .. _. ... .i ... .. UILD MAIIHOLE ...,.E Ik1'IA7:"--,`II9t7:5_Sa -�I.•/�� ... ... i : .... \ /4\ STA 122k95:59 RT .. :: "' :: 24 FL EL .-:1909.80 (N) at. 11-=1908.60 °L IB.. L EL. -'1911.00 (E) 0+-- EXISRNG " 12' . ... ..... 24": L EL = 190980:(5) WATER 1 AIH _ ... .... .... .. .... ... STORM SEWLRFlPE •. ... TYPE 1.7 OR 8.. --- __-. ...... 'i'.: ... 5:=:2.04,1. i0' -50 -40 -30 -20' 0_.'. 0 ... IL 20 30 40 _ 50 GO _70 80 ... .. 1 II j al STA 120+30:18 LT 10 STA 935+16.25 10 RT' .. BUILD CURB INLET ( BUILD MODIFIED CURB INLET RIII EL 1915.12' PIM EL. := 191&16 . ... i 15" FL= 191112.1;. '. _' 18 FE LEL. •= I) 1910.41 ( EL 1910 41'(N) 12 STORM 4 EWER PIPE 48 R E FU EL - 1910 41: (5) . :._.__ _.�.. ._TYPE-I:�-ORa :,. ..___'.__.---__ _.—._._...�.. __ --'_. ._ . ._.. __:_ _ 1900 1920 1910 1900 I . ... .. ... t0 STA 120+3018' RT B❑STA - 135+16.25 10 RT' ... . j BUILD CURB. INLET .. BUILD MODIFIED CURB INLET RIMEL, - 1915 12 I RIMEL. .= 1191516 m IS FL- 1911.11 ....: , , "` STORM SEWER PIPE- 48 R E.: FL EL —_1910 00,(S) ___. __. 5 =,260 a i 1920 1910 1900 1920 1910 1900 1920 1910_ _ 1900 1920 1910 1900 u REVISIONS 0 DRAINAGE STRUCTURE CROSS SECTIONS 0 N HASTINGS, NEBRASKA P.:;10 no o 0 0 ,mm edl m< 03-7+401/ TICK PM< checnd GOac byTAO SHEET 14 PROJECT NO. SHEET NO ' ( -- C N 42525 IS STq 130+3618 RT :: O8 4A. 130180'10 RT ,, .: BUILD :CURB INLET ..: BUILD IAAt)HOyE .,, ' URB -7552(1) 35 _____ _ _.. ans.. .... RIA1 EL 19,532 TELEPHONE 4. 15 FL 1412:57 __ p. _ n _.1 - '" _ '__--_. -__- ! __-:-: E%,STING CAS -�"" 15" FL EL = 191114:(W) 18" FL EL. = 1909. In (E) 28 15' X 45 • 15" FL EL = 190R14 (N) STORM SEVER PIPE IS" P: El 1909.14 (5) OM1 STA. 123+49 48 LT - _ - — - - -- -1 BUILC MANHOLE - . • • 1• .. 920 910 %Li �6 0 0- 1900 1920 H=783 /6 _TELEPHONE STA: 123+96 48 RT - '- -- ' 8U1' 0 15" F EIS :. : .... �..->__._. L`jM-E-�91063I _. _ _ FUEL, -49Y.20 • O . ... .nl. EL�19152D ... ,..,.._. 15" FL EL: 1913 100.. (E . STORM S7 OR PIPE 15" FC EC 1913 10 (E) .I -T1Pc 1 7 OR 8' )y) ..5 4 57 . .. 2M1".F EL. - 1410 H0 (... ..... ... .... .. e0 - 0 F 0 - 0. 0 ib 20 30 : 40 50 O4 STA. 123+49 48,LT BUILD MANHOLE Q STA 123+49 109' LT ! H = 783" BUILD 15" FE.S: . 910 1900 ... .,.RIM. EL o 918.63 ' _ _ .. _ _ ...... Y�_. --®FLEL-191675" .. 15" EL L 66 191310- N) __. 24" FL EL - 191080 1'I)' 015" X 62 I 157 R: EL - 191310: E) 57081. SEWER :P1PE .. I .. .... .. .... . ....: TYPE 1:'7 OR 8 5,-,5.89 1 ... .... ....... ... .. ..... ....... ., ..... ..... i... 920 1910 • :-- •••: 1900 O3 :STA. 122+95 tb' RT BUIL MANHOLE ::H57.55' ... ...... 1920 910 RII4 EL STA 125+12 5 .,.. 12 STA 25+12518" LT BUILD:IAANHOLE 10 RT 11 STA 125+125 18 RT BUILD CURB INLEt H -4.29' BUILD CURB NLET : j X a 409' TELEP,IONE JAi EL = 1917.29 X -:4.00' �L 1 _ - 91'/.65 TELEPHONE ,_RI1,LEL - 1917.65 _ EXISTING 0A5 ( 1 .. .... :.'" :� ... .... 15' FL -(913:65 ,....,,:.. 15" FL; EL. - 191300(k)15 FL 1913.65 -- — - - 15" F. EL - 1913 00 (5) 20 15" X 28 ... 18" FL EL = 1913 00 (9) .. 570811. SEWER PIPE 6-8),8 X 8" TYPE i1;7 0R 8 S OR1A SEWER PIPE __ TYREJ;2_OFLB___— . ... s ='e 13r. I 0 ID 20 30 .. _ :: :: :: : '-3T0411.. 1 10 RT D 1AANH04E25+12.5 .... .... .. ... .. ... : .. .. ., ... H = 4.20'. .. .... ... ..... :.. :: TELEPHONE .. ::: l' : : -: --rr- ... _ . _. ._ .!..� ...• 1 .. RILI EL ='1917.29 900 24'FL E� J 1909.8 (N)::. - (Q�- EMISPNQ 12 24'F E = 1909.13 (5)' :: 18 18 X 218' WATER MAIN 19fL EL'>z 191100 (E) : O1 ..... ... .... " " STOEM YOR 8185 - EXISTING B' :::: 5 E t, 7 OR: 8 - --SANRARYSEWER-MAIR -'_ -5 092% .. ... EL 19021!] .. •` . ... . • • ! _ '_'])v FL EL. = 913 00 (H) •_ :15" FL EL: = 913 00 (5) 18 FL EL 91 3 00 (W) • TINGS, NEBRASKA 900 ef[y. yOY RCL( pro yU/ ,ICN 0N00 / 10<1 m/o .. 35C t:rawLwo121000004<1 Ea,a1.11 .1<10 SHEET 35 yn tri0 OK a0Itri %p 83 c.x z r, corEo 00 55 1920 1910 1900 1,,, .. .. ._, ...: ....� ... :::: ih :STA_ CURB•INLE , ,,-., 1111 BUILD CURB �ItiLET X Ob RIM EL. = ;1909.89 STA: 135+16:25:10 RT .'. LISTA 135+18.25:18- RT BUIU MANHOLE .L : . H = 50' X'= 400 _RILL Ey 909 55' - R M EL _ -1909.09 1920 1910 1900 ,_- IELEPFIONE 1905 09 15 FL- 1905 09 - - IS". FL= .. ..., _, 30" FUEL 1904 55;( )24 - .. 15 X 28 24=F1 EL 190455 ((1/) 1TO 15' FL 'E4 - • 1905 00 (S) STO.TYRE 1 7 OR RM SSEWER=R PIPE STORY SETTER PIPE ' 5 E 1. 9. OR B LS" FL:EL 1190500:(11) .. .5 = 11:13 •'i 0 50 :. - 40 30 -20 _-_- 0-.---^- 113 . 201�30. 40, 50 ..: 60 70 00 ::: .:::I :: ::: :::: -00 1,111.-/0 L 1111.. _ ..1111. 1111.. ... . .:::i 11 ...... . ... . 1111. PROJECT NO SHEET NO URB -7552(1) 36 C.N 42525 1 111. .., i BUILD MANHOLE STA. :135443.07 978 RT D 5,00 TAP PROPOSED BOX:CULVERT FL- EL = 190 43 RIM L= 909.55 1920 1910 900 920 1910 ......_.111._, 1920 910 1900 1111., 1111 1111 1111.. O 24,,4266. R PI E .. ... STORMED '.. . 11'11 TYPE 1, 5. DR 8 ' '' 1111 I:: I:, 1 5 =0958 1111 1111. ... ...: (.. 1111. ._ -.71_ 177_ 77 717-17 ,,,,,.... ...7.7__ 1111 -. ,11,11. .... 1111. STA:' 30+80' :109 RT BUILD IANHOLE I - -H -SOD" - 777777.77 STA 31+28 10' BUILD. ANHOLE- • H S00 T , , Lt -EC= -191)8d-^ --._ -RLN{L =. T913.23�_ `01 25 30 FL EL - 190.55 E 4" FL EL 190 55 W 21 JO"I% 2] 5" FL El = 1905 00 (N STORkI SERER. 5" FL EL= 1905 00 (TYPE I. 7: OR:8 1111.. .. 1111. 1111.. ... ..., 1,1,11. .. .. ..,. .. 1 1,,,,, ..01:25`- 15.. 15 1920 • 'L EL:= )9 114 (W) ,. di EL= 19 914 ((E) 7 EL.= 19914(11) L-EL=1911914-(5) 24FL EL = 190823 (E) .,18'FL EL - 190823(W) --45"..-FL-EL.-.-1908.23 (5)- - - B % 48 TORM SEWS PIPE E 1 7 08 1.90 n .: .. -2 'x386' STOW SERER PIPE 5 095 PE 1900 .. -IH:: 1111 1910 1900 ... ... 1111 1111 1111 1111... CD STA. 131+28 10' RT - -BUILD MANHOLE /n� -- --- - -- H 50'-- /e, STA 131+2848 RT _.. BUILD 15" F ES' -,-----RIMEL-= 19)823-:_� FL EL 19 210 1920 1910 40 6 15" FL EL 190823' W) 0 - WATER //AIN 24" FL EL - 1908.23 E) 26, 1"X3B NEk PIPE :'1111.. 15" FL EL =,190823: 5) 1.1111 STORM 1111 __- _... _____ _.`__ 7117._ n__ 7711___ 30 :-20 - 0 10 :: 20 . 30 40 50 60. 70 E0 :777- ... 130+80.. 1B' L: I SEA 130+80 10 R- 16BUILD 1,IANHOLE . XILO CURD IN ET H 0 7171 _ LL�__ 9 STA:130+80_481iT_ p 400' ... :I:_ 1111.. 1111 ........ _BUILO'15"FE S. :.. 1111 1111. 1900 'WwEc '!91x:14-. i " 1ELEFHONE "' I 1111 NE EI -1913,50 EXISTING -GAS 45'. Fl._119:F O: �•- E%ISTING 12"; .. _ ". 10.50 (E) O WATER 1 AIN::. -15 -LEL -19114 (W) 2715' X30 .. .. y9 15': X 28' I 18:'L EL 19014 (E) STORM SEWER PIPE . .. ... STORM SEDER PIPE;' 15 'L EL - 190914 (N) PTYPE 1 7 OR: 8 TO'E 1, 7 0R 6 15 "L E1. - 19E19.14 (S) 5 = 11.47 . 1111 1111... 5: .., 1 1"1"11 0 -20 - 0 0 -40.. .. .. • 1920 1910 1900 1920 1910 1900 1920 1910_ 1900 12 0 7 0 w5 REVISIONS RAINAGE STRUCTURE CROSS SECTIONS drawn try: 0.400 opwirmi ONaW Pn-l> a 4b O N tn m W CKZ z Q I CK PAG 0. .I !P 11110 Y.CN 01 SHEET TO TI SECTION OF BOX CULVERT IFront face ✓iof wing wall W-6 C, SECTION X -X (tYP ) -3 occ Skew Angle --5. Ei�tl!vert c9.�.,- , v p9 --i Project LEFT -HAND -BACK SKEW (with respect to E project) -Span * Concrete box culvert skew angle W-5 bars to be placed when rise Is 6'-0" or greater (typical) ?9 oe r—Slew Angle \f` 4; 14- Cu/"Prr II) Project A✓740 A RIGHT -HAND -BACK 51(EW (with respect to C project) No 4 bars at 18" ctr FRONT No 4 bars at IS" ctrs (typ)- 6"_ B" FrNo 4 bars (diagonal) 3/0 PARTIAL PLAN AT END (Right -hand -back box culvert skew shown C Radlu Interior 'Wall ❑ No. 4 bent bars Varies I N i No 4 bars (typ )(c. No 4 ben bars a 18" ctrs 10 bars at 12" ctrs 12 BACK 4j 4;41 Varies Varies I -0" g" M (-Vy-7 bars at 12" ctrs W-9 bars at 12" ctrs to match 'W -I0 bars 1'-0" for an 8'-0" rise or less. or 24 times the W-9 bar diameter for a rise greater than 8'-0" SECTION A -A _I Front face of wing wall 6' 4 bars Cr/ -No A baris-2-No 4 barsLONG WING (turndo'wnF -B bars 'L" ) Optional PROJECT NUMBER BNBRl No. URB -7552(I) 37 NOTES This structure Is designed in accordance with the AASHTO LRFD Bridge Design Specifications, Fifth Edition. including subsequent revisions. ® See design data for parapet width. If culvert is skewed. see design data for number of F -B and S -O bars ❑ Spacing of the No 4 bent bars shall be IS" when the barrel turndown Is cast as a unit with the barrel floor. If construction joint is used in the barrel turndown, then the spacing of bent bars shall be as followswhen the skew bar size Is a No. 7 or smaller, the spacing of the No 4 bent bars In barrel turndown is 16", if skew bar size Is a No. B. spacing is 14" and If skew bar size is a No. 9, spacing Is lo" No additional allowances will be made for additional No. 4 bent bars required because of reduced bar spacing Spacing of the No 4 bent bars shall be IB" in the wing footing turndowns with or without construction joints All concrete shall be class 476-3000 The minimum covering, measured from the face of the concrete to the surface of a reinforcing bar shall be 3" for bars near the underside of culvert floor and wing footings, 11/2' for skew bars at parapets. and 2" for all other bars. unless noted otherwise Field bend and/or clip reinforcing bars to maintain minimum covering All reinforcing steel shall conform to the requirements of ASTM designation A -615/A -615M. grade 60 All bar sizes are in customary US units Payment for reinforcing steel shall be based on quantities as shown and no allowances will be made for additional steel used In making splices Concrete and steel quantities per foot of barrel include concrete and steel In floor walls and slab for a one -foot length of barrel as shown In cross section The minimum lap for spliced bars shall be 24 bar diameters. Concrete and steel quantities for two ends include all concrete and steel beyond vertical planes passing through ends of barrel plus an concrete and steel not included In the barrel cross section Excavation for two ends consists of neat excavation for barrel turndowns, wing footings and footing turndowns. but only for the portions below flow line Transverse barrel bars. except skew bars. shall be placed normal to the centerline of culvert Place F-3 bars midway between F -i bars. W-3 bars midway between 5-2 bars. and S-3 bars midway between S-1 bars Spacing of F-5 bars equals ((number of barrels times the span length) plus.(31/2" times the number of barrels)) divided by (number of F-5 bars minus the number of barrels) Spacing of 5-5 bars equals (number of barrels times span length) divided by (number of 5-5 bars) with first bar being placed one-half space from Inside face of wail Place F-4 bars below F-1 bars and S-4 bars above 5-1 bars if spacing Is not shown in the design data. The contractor shall have the option of using dowel bars to match vertical wall bars as shown in the Optional Bar Detail No allowances will be made for additional steel required for bar laps Wingwalis may be built without the vertical 3/8:12 taper, however no allowances will be made for additional materials tools labor or incidentals required to complete the work Construct fence connections in accordance with the Standard Specifications DESIGN DATA v1998 Al REINFORCED CONCRETE BOK CULVERT DESIGN TRIPLE SPAN Al' STATION 117+55.06 SPAN RISE FILI. SKEW DES LOAD WINGS 6.00' 6.00' 1.00' 0 DEG NL93 FLARED BARREL SLAB THICKNESSES: BOTTOM (TB) - 8 0" SIDE (To) = 8.0" TOP (1T) x 30 5" INTERIOR (TI) = 8 0" WINGS ON TWO ENDS BARREL BAR DIMENSIONS A- 0'- 0.0" B= 0- 00" c42'- 9.0' E= 3= O'- 0.0" K= D'- 00 L.; 3' - 6 0 M. 3'- 6.0' n= 3'- 0.0' BARREL REINFORCING STEEL BAR SIZE SPAC NO LENGTH F-1 5 11..04 20'- 8.0' F-2 4 16.0' 3'- 3 0" 1,-3 0 0" 0'- 0 0" F-4 4 10.5 6'- 2 0" F-5 4 15 F-6 4 B QUANTITIES (PER FOOT OF BARREL) CONCRETE 1.884 CU YDS REINFORCING 163 7 LBS PAIIAPEt WIDTH - 8A" WING ANGLES AND DIMENSIONS AL= 30 0 DEG AS- 30.0 DEC FL" 3'-10.0" F5= 3'-10.0" 0- 2'- 9 A" R-1'- 2 0' wL=11'- 60' w5431'- 60" 5= 12 0" STEEL FOR WINGS BAR SIZE W-7 4 W-8 0 W-9 4 W-10 4 BAR SIZE W-1 4 19-2 4 w-3 0 W-4 4 W-5 4 W-6 4 DESIGN PARAMETERS WALL SLOPE EY FCS F 30 60000 3000. SPAC NO LENGTH 180- 7'- 10 180" 2'-11 0" 0 0'- 00 180.. 7'- 10' 4 28 tP 0'- 0.0' P= 1 T. 3'- 4.0' u- 4 XL= 0'- 0 0" xs= 0 NOTE: SEE PLAN VIEWS AND SECTIONS FOR PARAPET BARS, TURNOO*M BARS AND OTHER WING BARS IDESNM 5 BAR SIZE SPAC N0 LENGHI 5-1 6 110" 201-40 5-2 4 1B. 0" 6J-110' 5-3 0 0" W-00" 5-4 4 100 7'- 8.0" 5-5 4 18 5-6 4 8 QUANTITIES FOIL WINGS ON TWO ENDS 0.0 CONCRETE 19,98 CU YDS 3.0" REINFORCING 1.515. LRS 00 EXCAVATION 11 Cu YDS C . 42525 STRUCTURE NUMBER MAI( 1, TRAYBOWKZ E-8119 09 S Ca 0 J W z O 0 < o Lo pW G L 1< I E K . J _ �S-4 ri i / ,,5-6 (tYP) \ r (tYp )iI , N� /' \ l �\ . 1 . -Construction X5 W-6 staggered -I at IB" ctr face. Jo. 7F-5 (typ) = LL7• J.Optional 5-2 (typ )-- ---- L Construction Joint •--W-3(tY01 Low W-2 (typ.)-- - W-4 (typ)each -W-1 (typ) ` 6" a"A r- (-Q'� lel—I . _• rF I -F-6 (typ) 1 1111-r-= .e r ! i �`- F-2 (typ) F-4 (tYP» SECTION OF BOX CULVERT IFront face ✓iof wing wall W-6 C, SECTION X -X (tYP ) -3 occ Skew Angle --5. Ei�tl!vert c9.�.,- , v p9 --i Project LEFT -HAND -BACK SKEW (with respect to E project) -Span * Concrete box culvert skew angle W-5 bars to be placed when rise Is 6'-0" or greater (typical) ?9 oe r—Slew Angle \f` 4; 14- Cu/"Prr II) Project A✓740 A RIGHT -HAND -BACK 51(EW (with respect to C project) No 4 bars at 18" ctr FRONT No 4 bars at IS" ctrs (typ)- 6"_ B" FrNo 4 bars (diagonal) 3/0 PARTIAL PLAN AT END (Right -hand -back box culvert skew shown C Radlu Interior 'Wall ❑ No. 4 bent bars Varies I N i No 4 bars (typ )(c. No 4 ben bars a 18" ctrs 10 bars at 12" ctrs 12 BACK 4j 4;41 Varies Varies I -0" g" M (-Vy-7 bars at 12" ctrs W-9 bars at 12" ctrs to match 'W -I0 bars 1'-0" for an 8'-0" rise or less. or 24 times the W-9 bar diameter for a rise greater than 8'-0" SECTION A -A _I Front face of wing wall 6' 4 bars Cr/ -No A baris-2-No 4 barsLONG WING (turndo'wnF -B bars 'L" ) Optional PROJECT NUMBER BNBRl No. URB -7552(I) 37 NOTES This structure Is designed in accordance with the AASHTO LRFD Bridge Design Specifications, Fifth Edition. including subsequent revisions. ® See design data for parapet width. If culvert is skewed. see design data for number of F -B and S -O bars ❑ Spacing of the No 4 bent bars shall be IS" when the barrel turndown Is cast as a unit with the barrel floor. If construction joint is used in the barrel turndown, then the spacing of bent bars shall be as followswhen the skew bar size Is a No. 7 or smaller, the spacing of the No 4 bent bars In barrel turndown is 16", if skew bar size Is a No. B. spacing is 14" and If skew bar size is a No. 9, spacing Is lo" No additional allowances will be made for additional No. 4 bent bars required because of reduced bar spacing Spacing of the No 4 bent bars shall be IB" in the wing footing turndowns with or without construction joints All concrete shall be class 476-3000 The minimum covering, measured from the face of the concrete to the surface of a reinforcing bar shall be 3" for bars near the underside of culvert floor and wing footings, 11/2' for skew bars at parapets. and 2" for all other bars. unless noted otherwise Field bend and/or clip reinforcing bars to maintain minimum covering All reinforcing steel shall conform to the requirements of ASTM designation A -615/A -615M. grade 60 All bar sizes are in customary US units Payment for reinforcing steel shall be based on quantities as shown and no allowances will be made for additional steel used In making splices Concrete and steel quantities per foot of barrel include concrete and steel In floor walls and slab for a one -foot length of barrel as shown In cross section The minimum lap for spliced bars shall be 24 bar diameters. Concrete and steel quantities for two ends include all concrete and steel beyond vertical planes passing through ends of barrel plus an concrete and steel not included In the barrel cross section Excavation for two ends consists of neat excavation for barrel turndowns, wing footings and footing turndowns. but only for the portions below flow line Transverse barrel bars. except skew bars. shall be placed normal to the centerline of culvert Place F-3 bars midway between F -i bars. W-3 bars midway between 5-2 bars. and S-3 bars midway between S-1 bars Spacing of F-5 bars equals ((number of barrels times the span length) plus.(31/2" times the number of barrels)) divided by (number of F-5 bars minus the number of barrels) Spacing of 5-5 bars equals (number of barrels times span length) divided by (number of 5-5 bars) with first bar being placed one-half space from Inside face of wail Place F-4 bars below F-1 bars and S-4 bars above 5-1 bars if spacing Is not shown in the design data. The contractor shall have the option of using dowel bars to match vertical wall bars as shown in the Optional Bar Detail No allowances will be made for additional steel required for bar laps Wingwalis may be built without the vertical 3/8:12 taper, however no allowances will be made for additional materials tools labor or incidentals required to complete the work Construct fence connections in accordance with the Standard Specifications DESIGN DATA v1998 Al REINFORCED CONCRETE BOK CULVERT DESIGN TRIPLE SPAN Al' STATION 117+55.06 SPAN RISE FILI. SKEW DES LOAD WINGS 6.00' 6.00' 1.00' 0 DEG NL93 FLARED BARREL SLAB THICKNESSES: BOTTOM (TB) - 8 0" SIDE (To) = 8.0" TOP (1T) x 30 5" INTERIOR (TI) = 8 0" WINGS ON TWO ENDS BARREL BAR DIMENSIONS A- 0'- 0.0" B= 0- 00" c42'- 9.0' E= 3= O'- 0.0" K= D'- 00 L.; 3' - 6 0 M. 3'- 6.0' n= 3'- 0.0' BARREL REINFORCING STEEL BAR SIZE SPAC NO LENGTH F-1 5 11..04 20'- 8.0' F-2 4 16.0' 3'- 3 0" 1,-3 0 0" 0'- 0 0" F-4 4 10.5 6'- 2 0" F-5 4 15 F-6 4 B QUANTITIES (PER FOOT OF BARREL) CONCRETE 1.884 CU YDS REINFORCING 163 7 LBS PAIIAPEt WIDTH - 8A" WING ANGLES AND DIMENSIONS AL= 30 0 DEG AS- 30.0 DEC FL" 3'-10.0" F5= 3'-10.0" 0- 2'- 9 A" R-1'- 2 0' wL=11'- 60' w5431'- 60" 5= 12 0" STEEL FOR WINGS BAR SIZE W-7 4 W-8 0 W-9 4 W-10 4 BAR SIZE W-1 4 19-2 4 w-3 0 W-4 4 W-5 4 W-6 4 DESIGN PARAMETERS WALL SLOPE EY FCS F 30 60000 3000. SPAC NO LENGTH 180- 7'- 10 180" 2'-11 0" 0 0'- 00 180.. 7'- 10' 4 28 tP 0'- 0.0' P= 1 T. 3'- 4.0' u- 4 XL= 0'- 0 0" xs= 0 NOTE: SEE PLAN VIEWS AND SECTIONS FOR PARAPET BARS, TURNOO*M BARS AND OTHER WING BARS IDESNM 5 BAR SIZE SPAC N0 LENGHI 5-1 6 110" 201-40 5-2 4 1B. 0" 6J-110' 5-3 0 0" W-00" 5-4 4 100 7'- 8.0" 5-5 4 18 5-6 4 8 QUANTITIES FOIL WINGS ON TWO ENDS 0.0 CONCRETE 19,98 CU YDS 3.0" REINFORCING 1.515. LRS 00 EXCAVATION 11 Cu YDS C . 42525 STRUCTURE NUMBER MAI( 1, TRAYBOWKZ E-8119 09 S Ca 0 J W z O 0 < o Lo pW NOTES The Contractor may elect to use crushed rock as a base for the floor of the box culvert The crushed rock must meet the requirements of Table 103309 of the Nebraska Standard Specifications Limits for payment shall be 6" depth and IB" outside any concrete face. Including aprons Riprap filter fabric shall be placed under all rock The Item "Crushed Rock for Base Course" shall Include the rock, filter fabric, excavation, and any additional labor or any materials necessary to construct the base Any rock or excavation outside of the limits described will be at the Contractor's expense Any unsuitable material encountered during box culvert construction must be excavated and removed from the site The resulting void may be filled with crushed rock or crushed concrete as directed by the Engineer Additional excavation will not be paid for directly, but shall be considered subsidiary to the Item "Mobilization" � "01 PLAN VIEW SECTIONAL VIEW Front face of �.„. wing wan Varies B" 6" II r I r Top of wing footing Add 2'-0" OPTIONAL CRUSHED ROCK BASE Not to Scale ( Back of wing footing as shown on plans -Transverse reinforcing steel extension 0 0 Additional longitudinal Lap reinforcing steel Modified back' Bottom of wing footing of wing footing( Sheet Piling 6 Burn or drill holes through sheet piling to allow for passage of reinforcing bars OPTIONAL SHEET PILING TURNDOWN AT WING FOOTING (For concrete box culvert wings) NOTES The wing footing width, including the horizontal taper (dimension P to dimension 0). must be increased at the same footing thickness by an additional 7-0". Additionally, the distance from the top of the wingwall footing to the bottom of the sheet piling turndown shall be 3'-0" for rises of 5'-0" or less, and5'-0" for rises greater than 5'-0" This option shall include the extension of the transverse reinforcing steel, placement of additional longitudinal reinforcing (same spacing as the No 4 bars In the top of the footing), and the placement of additional concrete The wing footing extension shall be poured monolithically with the rest of the wing footing. All sheet piling, additional concrete, reinforcing steel, preparation, equipment, tools, labor and incidentals necessary to complete the work shall be supplied at no additional cost to the Department All sheet piling shall be Interlocking, Steel sheet piling shall have a 7 gage thickness (minimum) Plastic sheet piling may be used with nermIsslon from the Bridge Division Flowllne at end of CBCT 0 0 Place third F-8 skew bar here when required 8„ _lir e„ -No 4 bars P Burn or drill holes through sheet piling to allow for passage of reinforcing bars -- Sheet Piling OPTIONAL STEEL SHEET PILING TURNDOWN AT END OF BARREL FLOOR (Longitudinal section taken at mldspan) m a 0 W-10 bars at 12" ctrs. (back face) No. 4 bars at IB" errs. (front face) A 2 -No. 4 bars r PROJECT NUMBER exErr Na URB 7552(1) 38 No. 4 bars in parapet Field bend and extend Into wing as shown 5-6 Bar ctrs. (each face) 4" N � I r No. 4 bent bars; at IB" ctrs (typ) R=6"—' At inlet A X1 oriW-e at 12" ctrs (back face) 11-9 bars at 12' Ctrs_ to match /J-10 bars 42525 RUCTURE NUMBER MARK J lnnvuomc E-8119 BRIDGE ENGINEER m ® A construction Joint through the barrel and wing footing turndowns Is permitted at or slightly below the level shown Longitudlna ba 5 In wail Field bend and extend 2'-0' Into wing ELEVATION OF WING B" (tom SECTION THROUGH PARAPETS (Transverse slab bars are not shown) No 4 bars S-8 skews bars (typ)i At outlet 30 times the Il -I (or VI -4) bar OPTIONAL BAR DETAIL A Dowel bars to match size and spacing of V✓ -i bars a ,-0„ ® No 4 bent bars -1 place third F -B skew bar here when required F-8 skew berm T SECTION B -B (Transverse floor bars are not shown) No 4 bent bars at 18" ctrs z 0 W CD O cn 0.1 C O I'. 0 F z F- F a Q 4 z LL 0 F F rA OR SECTION THROUGH 12" OR 1G" PARAPET (IF REQUIRED) (Showing double row of bent bars) 5-6 TO Half Span J 5-3 nk Box Culvert Symm about this centerline S-5 (typ) G E 2 W-5 anon U W-5 bars to be placed when the rise Is 6'-0" or greater P� ill L5-, !I \Hstul construction joint - —V-6 at 12" ctrs (typ) - 6„ I f- 2" -F-I W-3 5-2— Construction Joint W F 6 I ( I I F-5 (typ) LF -3 A CROSS SECTION OF SINGLE BOX ,__IFront face of wing wail • \, 0„.7 \ r poe,9 Skew Angle 7 I'i P Colvelt \---i-' vc9 h— q Project LEFT -HAND -BACK SKEW (with respect to @ project) F-2 No 4 bars at 18" ctrs. FRONT No. 4 bars at IB" ctrs (rya .)- el b m No. 4 bars (typ)" No 4 bent bars at IS" ctrs a —Skew Angle \e-Cwerr 0 Project-1� .o RIGHT -HAND -BACK SKEW (with respect to C project) -No 4 bars (diagonal) Varies_ Varies 10 bars at 12" ctrs. 370 BACK IN-8 bars at 12" ctrs rI1 'V/-7 bars at 12' ctrs Li 1-9 bars at 12" ctrs Ito match W -I0 bars 12" 0 P-0" for an 6'-0" rise or less, or 24 times the Y1-9 bar diameter for a rise greater than 8'-0" SECTION A -A Front face of wing wail / 3-No.L barsi AL AS / cu Har ti f SVa,,,n ¢ Culvert / Zi---- ---J O/ (vert skew angle I O No. 4 _ r I bent bars r / B * Concreteebox *( o,(51-4-4 '5 r �� j -....r.. / / 4 bars 2 -No 4 bars / / %/ 7 m' IS -13 bars (parapet) F-0 bars (turndown SHORT WING PARTIAL PLAN AT END (Right -hand -back box culvert skew shown Optional LONG WING NOTES This structure is designed In accordance with the AASHTO WED Bridge Design Specifications. Fifth Edition, including subsequent revisions 01 See design data for parapet width If culvert is skewed see design data for number of F-8 and 5-8 bars M Spacing of the No. 4 bent bars shall be 18'' when the barrel turndown is cast as a unit with the barrel floor If a construction joint Is used In the barrel turndown, then the spacing of bent bars shall be as follows. when the skew bar size is a No. 7 or smaller, the spacing of the No. 4 bent bars in barrel turndown is I8', if skew bar size is a No 8, spacing is 14" and If skew bar size is a No 9, spacing Is 10". No additional allowances will be made for additional No, 4 bent bars required because of reduced bar spacing Spacing of the No 4 bent bars shall be IB'' in the 'wing footing turndowns with or without construction joints PROJECT' NUMBER SHEET NO. URB -7552p 39 All concrete shall be class 478-3000 The minimum covering, measured from the face of the concrete to the surface of a reinforcing bar shall be 3" for bars near the underside of culvert floor and wing footings, i1/2" for skew bars at parapets, and 2" for an other bars. unless noted otherwise Field bend and/or clip reinforcing bars to maintain minimum covering Ah reinforcing steel shah conform to the requirements of ASTM designation A-615/A-6I5M. grade 60 AN bar sizes are In customary US units Payment for reinforcing steel shall be based on quantities as Shown. and no allowances will be made for additional steel used in making splices Concrete and steel quantities per foot of barrel Include concrete and steel In floor, wails and slab for one -foot length of barrel as shown in cross section The minimum lap for spliced bars shall be 24 bar diameters Concrete and steel quantities for two ends Include all concrete and steel beyond vertical planes passing through ends of barrel. plus all concrete and steel not included in the barrel cross section Excavation for two ends consists of neat excavation for barrel turndowns. wing footings and footing turndowns. but only for the portions below flow line Transverse barrel bars, except skew bars, shall be placed normal to the centerline of culvert Place F-3 bars midway between F -i bars W-3 bars midway between 5-2 bars, end 5-3 bars midway between S -I bars Spacing of F-5 bars equals (span length plus 3%2") divided by (number of F-5 bars minus I). Spacing of 5-5 bars equals (span length) divided by (number of S-5 bars), vitt!) first bar being placed one-half space from Inside face of Wall Place F-4 bars below F-1 bars and 5-4 bars above 5-1 bars If spacing is not shown In the design data The contractor shall have the option of using dowel bars to match vertical wall bars as shown in the Optional Bar ()etall No allowances will be made for additional steel required for bar laps fringwails may be built without the vertical 378.12 taper, however no allowances will be made for additional materials, tools, labor or incidentals required to complete the work Construct fence connections in accordance with the Standard Specifications DESIGN DATA V1998 01 REINFORCED CONCRETE BOX CULVERT DESIGN SINGLE SPAN AT STATION 135+56.60 SPAN RISE FILL SKEW DES LOAD WINGS WINGS ON 6,00' 4 00' 1 00' 10. DEG IIL93 FLARED TWO ENDS BARREL SLAB THICKNESSES: BOTTOM SIDE TOP (TB) = 8..0" (TO) 8 0" (n) - 11.0" BARREL BAR DIMENSIONS n- 0'- 00" D. G• 1'-U 0" 11= I= 0'- 0..0" BARREL REINFORCING STEEL BAR SIZE SPAC NO LEtIGTII F-1 5 110 7'- 4 0' F-2 4 180 2'- 90' F-3 0 0' 0`- 0.0' F-5 4 5 F-6 4 4 QUANTITIES (PER FOOT OF BARREL) CONCRETE .698 CU YDS REINFORCING 56 6 LOS BAR W-1 W-2 W-3 W-5 W -G SIZE 4 4 0 WALL SPAC NO LENGTH 18 0- 18.0 0 0'- 00" 4 8 TOTAL OF SKEW BARS AT 2 END(S) PARAPET WIDTH =. 8 0' BAR SIZE NUMBER LENGTH F-8 4 4 7'- 5.0- 5-8 4 6 7'- 10" WING ANGLES AND DIMENSIONS AL- 25.6 DEG AS= 30.0 DEG DESIGN PARAMETERS SLOPE FY FCS IDE5NM 40 60000. 3000. 5 BAR SIZE SPAC NO 5-1 6 10 0 5-2 4 18..0' 5-3 0 0' 5-5 4 6 5-6 4 4 LENGTH 7'- O.0" 6'- 2.0' 0'- 00' QUANTITY OF SKEW OARS REINFORCING 48. LBS QUANTITIES FOR WINGS Ott TWO ENDS 0.0" P= 1'-l0 0' CONCRETE 12.78 CU YDS Q. 2'- O 0' R= 1'- 2.0" T. 2'- 2 0" U= 3'- 5 0" REINFORCING 1035. LDS K410-60' WS. 9'- 0.0" XL. O'- 0. 0" %5= 0'- 0 0" EXCAVATION 7 CU YDS STEEL FOR WINGS BAR SIZE W-7 4 W-8 0 W-9 4 W-10 4 NOTE: SEE PLAN VIEWS AND SECTIONS FOR PARAPET BARS, TURNDOWN BARS AND OTHER WING BARS C . 42525 UCTURIE NUMBER BRIDGE ENGINEER h LOCHLAND R 2 U DATE MA m 0 DO U U DETAILED BY JGH Ct OF ROADS - BRIDGE OF NEBRASKA -DEPARTME DE Iiewossa DepvmoolcIRootB SPECIAL PLAN NO NOTES The Contractor may elect to use crushed rock as a base for the floor of the box culvert. The crushed rock must meet the requirements of Table 103309 of the Nebraska Standard Specifications. Limits for payment shall be 6" depth and 18" outside any concrete face, Including aprons Riprap filter fabric shall be placed under all rock The item "Crushed Rock for Base Course" shall include the rock filter fabric, excavation, and any additional labor or any materials necessary to construct the base Any rock or excavation outside of the limits described will be at the Contractor's expense Any unsuitable material encountered during box culvert construction must be excavated and removed from the site The resulting void may be filled with crushed rock or crushed concrete as directed by the Engineer Additional excavation will not be paid for directly. but shall be considered subsidiary to the Item "Mobilization" PLAN VIEW SECTIONAL VIEW Front face ofH Wing wall Ir- 111 Varies 8'' � _I 1 I. ___ .1il op of wing footing Add 2'-0" OPTIONAL CRUSHED ROCK BASE Not to Scale -_ Back of wing footing as shown on plans Transverse reinforc g steel extension — Sheet Piling 1'-6" Lap Additional longitudinal reinforcing steel cm of wing footing Modifled backt— of wing footingi e Burn or drill holes through sheet piling to allow for passage of reinforcing bars OPTIONAL SHEET PILING TURNDOWN AT WING FOOTING (For concrete box culvert wings) NOTES The wing footing width, including the horizontal taper (dimension P to dimension 0), must be Increased at the same footing thickness by an additional 2-0". Additionally. the distance from the top of the wdngwall footing to the bottom of the sheet piling turndown shall be 3'-0" for rises of 5'-0" or less, and. 5'-0" for rises greater than 5t-0". This option shall Include the extension of the transverse reinforcing steel, placement of additional longitudinal reinforcing (same spacing as the No 4 bars In the tap of the footing), and the placement of additional concrete The wing footing extension shall be poured monolithically with the rest of the wing footing An sheet piling, additional concrete, reinforcing steel, preparation, equipment, tools labor and incidentals necessary to complete the work shall be supplied at no additional cost to the Department All sheet piling shall be interlocking. Steel sheet piling shall have a 7 gage thickness (minimum) Plastic sheet piling may be used with nermissloq from the Bridge Division F -B skew bar7 i/ Flowline at end of CBC Place third F -B skew bar here when required cC '426 L. co B'T — Sheet Piling \"-No 4 bars i Burn or drill holes through sheet piling to allow for passage of reinforcing bars. OPTIONAL STEEL SHEET PILING TURNDOWN AT END OF BARREL FLOOR (Longitudinal section taken at midspan) 0s 0 W -I0 bars at 12" ctrs. (back face) No. 4 bars at IB' etrs. (front face) 2 -No 4 bars-, A PROJECT NUMBER SPELT NO, URB -7552(1) 40 No. 4 bars in parapet Field bend and extend Into wing as shown 5-6 Bar ;. (each face)— ,, Al L No. 4 bent bars at IB" ctrs (typ)) At Inlet IL v C XL or x5 A— W-8 at 12" ctrs. (back face) W-9 bars at 12" Ctrs, to match 11I-10 bars la A construction Joint through the barrel and wing footing turndowns Is permitted at or slightly below the level shown ongitudlnal bars in wall Field bend and extend 2'-0' Into wing ELEVATION OF WING SECTION THROUGH PARAPETS (Transverse slab bars are not shown) W -i bars J30 times the 1W -I (or 111-4) bar mI A OPTIONAL BAR DETAIL A Dowel bars to match size and spacing of W -i bars Gi No 4 bent b rs— IPlace third F-8 skew bar _;here when required F-8 skew barn SECTION B -B (Transverse floor bars are not shown) No 4 bent bars at IB" Ctrs. CM. 42525 STRUCTURE NUMBER mbar J. TRAY ,:OwICZ al l9 BRIDGE ENGINEER LOCHLAND ROAD EAST I - EY W tc LO W m CD CD 2 JU v IX U 0 U DATE MARCH 2011 D BY DAB OJ CO U S 0 z 0 I ' z i :] o O o < w o -C E. C 8 w 0 0 0 2 2 m z • O i LO m 2 E- 0 ) z z c— Cn a N US CCN Rmmsla omaMmtatRoob SECTION THROUGH 12" OR 16" PARAPET (IF REOUIRED) (Showing double row of bent bars) /0 - It SPECIAL PLAN NO. 2! ORESLOP, DITCH 2"x 2"x 36"± WOOD STAKES HAY OR STRAW gpCK BALES II U 11 p ij 11 II U U 41 II II II II I� U u u u u SECTION B -B rict EROSION CHECKS (ALL TYPES) REMOVE 7'-6" OF PAY LENGTH OF EROSION CONTROL FOR EACH EROSION CHECK. r C DITCH A 3" LAP w111MIMMwwwa/ SILT TRAP (WHEN RED.) / PLAN A --\ 1'"0" SILT TRAP 6'-0" SECTION C -C oft SOIL RETENTION BLANKET HAY OR STRAW BALES C. 2" x 2" x 34 WOOD STAKE 6'-0" DITCH WIDTH 6'-O" D N. �— EROSION CONTROL (IF APPLICABLE) SECTION D -D DITCH BOTTOM E — STAGGER STAPLES 2'-0" — STAPLES AT 18" CENTERS I— E of PLAN 6'-0" FABRIC SILT CHECKS 2'-0" 2'-0" PflOJ CT NO. :MEET u0. URB -7552(I) 41 c.N.42525 2" x 2" x 3'± WOOD STAKE NOTE: ADDITIONAL BALES MAY BE ADDED TO PREVENT EROSION AT ENDS OF CHECKS. HAY BALE STAKING DETAIL A. EROS ON CONTROL OF APPLICABLE) SECTION E -E 7'-6" PAY LENGTH SILT TRAP WHEN REQUIRED A SILT TRAP (ST) SHALL BE EXCAVATED TO THE WIDTH OF THE DITCH AND NO DIRECT PAYMENT WILL BE MADE. T1" .MIN. 1" MIN. I -7 13 GA. MIM ROUND ` ( 13 GA. MIN. io 13 GA. MIN. HEAD WIRE STAPLE t°+ WIRE STAPLE — _L WIRE STAPLE STAPLE DETAIL DITCH FLO LINE B" MIN. HAY OR STRAW BALES '-0" MIN. SOIL RETENTION BLANKET WIRE STAPLES (' - -0" 0 C. SECTION A -A 2" x 2" x 3'* WOOD STAKE (THROUGH SOIL RETENTION BLANKET) EROSION CHECKS (ALL TYPES) AND FABRIC SILT CHECKS SHEET 1 OF 1 SPEC Q I=fl 3© 100+00 SW CORNER FRAC SEC. 19 TON ROW STA 100+00. 5.95' RT. 0 81350_TBU( 00 U.S. HIGHWAY #34/281 SOUTHBOUND 101+00 U.S. HIGHWAY #34/281 NORTHBOUND f Loo STA -102+10.00 OFT,. -3205 0 I I --- • I• ELLrr 007.77 }(- CT .43 95 0 60 00 EXISTING R 0 W 103+00 TRACT OWNERGOIISCH ENTERPRISES PART OF FRACIIO,W.4 SEC 19 TON ROW 0215 AC RIGHT-OF-WAY 0 227 AC TEMPORARY EASEMENT .+.40 IF CONTROLLED ACCESS PRO,.ECT CENTERLINE `SECTION LINE 20 OD' EXISTING R. 0W 104+00 STA M4+3406 OTT... -32 .05 PROJECT NO. SHEET NO URB -7552(1) R1 105+00 LIMITS OF CONSTRUCTION — VI LOCH_I AND ROAD EAST C N 42525 i I 1"= 20' 0 10' 20• 40 SCALE IN FEET 5TA..1115+6170 GT n-70.05 STA. .10504272 OFF -37 05 I- F 0 S `0T7...102+7050 OFF n43ri PROTECT TREES k EXIST PUBLIC USE EASEMENT LOFF. OS IN J1 `SIA,=103;;54 13 \,510,=02F32 2 OFF -60 30 1" STA.-023+G93t 0-. =60 02 TRACT 2 OWNERS'. KENNETH E. L JULIE A. CRAIG LOCHLMID EAST SUBDIVISION PART OF FRACTIONAL SEC. 20 TGN ROW 0.170 AC TEMPORARY EASEMENT 200 LF CONTROLLED ACCESS RIGHT-OF-WAY SUMMARY TRACT NO. OWNER LEGAL DESCRIPTION RIGHT'OF-WAY PERMANENT EASEMENT TEMPORARY EASEMENT CONTROLLED ACCESS NEW TAKING 1 00TT5CH ENTERPRISES FRACTIONAL SEC. 19 TCN ROW - 0210 AC 0.090 AC 0227 AC 210 LF 0216 AC 2 KENNETH 0.6 JULIE A. CRAIG PART OF N:: FRACTIONAL SEC, 30 TON ROW 0000 AC 0000 AC O 170 AC 250 LF 0.000 AC 2 MORRISON ENTERPRISES PART OF ND FRACTIONAL SEC. 09 TEN ROW 0 OTO AC 0000 AC 0015 AC OLE 0000 AC .. MICHAEL D. SPADY PART OF NW FRACTIONAL SEC 30 TON ROW 0000 AC 0000 AC 00.10 AC 0 L 0400 AC v GREAT PLAINS CHRYSLER PLYMOUTH 00000.1NC PART OF NL FRACTIONAL SEC. 30 Tell ROW 0000 AC 0000 AC 0007 AC OLE 0000 AC 0 MICHAEL D. SPADY PART OF N'W FRACTIONAL SEC. 30 TON ROW 0000 AC 0 .165 AC 0.042 AC 0 IF 0.105 AC 7 GERALD R. 6 ORLEATNA FL DUNNING PART OF 6'L FRACTIONAL SEC. 19 TON ROW 0000 AC 0.001 AC DOJO AC OAF 0.004 AC 0 LONNIE 0.8SANDRA S. SLIM PART OF SD FRACTIONAL SEC, 19 TON ROW 0000 AC 000.1 AC 0 016 AC OLE 000.1 AC 9 TIMOTHY & MARTHA GROTHEN SW9. SEC. 20 TOIL ROW 0000 AC 0.036 AC 0.710 AC OLE 0020 AC 10 LYLE C. & DIANN IC FLEFIARTY PART OF NW;: SEC. 29 MEM 0000 AC 0 000 AC 0005 AC OLE 0000 AC TI DENNIS & GEORGETTE 6MIDT . PART OF NWW SEC. 29 TON ROW 000O AC 0000 AC 0003 AC OLE 0000 AC 12 ROGER SCHIULZ PART OF IIV/'/. SEC. 29 TON ROW 00GO AC 0020 AG 0.023 AC OLE 0000 AC 10 RICHARD A. & SHANNA L. SCHNASE PART OF 1655: SEC. 20 TON ROW 0.002 AC 0050 AC 0.131 AC CLF 0000 AC 14 BARRY A & MICHELLE L BOHLEN PART OF NW'L SEC. 79 TON ROW 0000 AC 00:0 AC 0000 AC 0 IF 00.16 AC IS TOM A. & LADENA THOM PART OF IIWD SEC. 29 TON ROW 0000 AC 0000 AC 0059 AC OLP 0. COO AC 10 GOTTSCH ENTERPRISES PART OF FRACTIONAL SEC. 19 TON RO'W 0000 AC 0000 AC 0033 AC OLE 0.000 AC 1I HASTINGS ECONOMIC DEVELOPMENT CORPORATION PART OF FRACTIONAL SEC. 30 TON ROW 00W AC 0W9 AC 0050 AC 01.F 0.000 AC LIMITS OF CONSTRUCTION PROTECT TREES LEGEND PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED DRAINAGE EASEMENT CONTROLLED ACCESS In I— Z NJ1n iu (NI 2 N cr OY d 0 o U C7 Z EN 5 EN r N m w� ¢O IZ F- C.) p W Z O =a CJ 0 -J REVISIONS 0 HASTINGS SHEET P.1 10 6 5,75 coo 0 c1w MK i ME _I u1 0:: 00 i tg -00 STA. 8105+51 79 STP x100+]3.]1 OAF --IDES • \ \ STA .+100+50.25 OFF a-02 05 107+00 TRACT OWNER. GOTEOCH ENTERPRISES PART OF FRACTIONAL SEC 10 TEll ROW 0215 AC RIGHT -OF WAY 0227 AC TEMPORARY EASEMENT 310 LF CONTROLLED ACCESS EXISTING RW 108+00 109+00 110+00 O N PROJECT NO. SHEET NO URB -7552(1) R2 C N 42525 = 20' 0' 10 20' 40 SCALE IN FEET 111+00 LIMITS OF CONSTRUCTION LOCHLAND ROAD EAST t — ` SECTION LINE STA 8107+9177 STAn107 59_ PROTECT TREES TRACT 2 OWNERS. KENNETH E. E JULIE A. CRAIG LOCHLAND EAST SUBDIVISION PART OF FRACTIONAL SEC. 307011 RCN 0.170 AC TEMPORARY EASEMENT 200 LG CONTROLLED ACCESS STA .107+59 7 CFF 50.35 ETA.=107+9957 I I.......-45--.-01158379'5 I.I • EXISTING ROW ri ▪ =Io0+17 7] cW ,105 5rn.a.n 9e o f NI L_' STA 8107+91 90-1 n / 0T 870.77.. PROTECT TREES 1 J OFF 870.95 TRACT 3 OWNER'. MORRISON ENTERPRISES 6ENIIETII MORRISON PART OF FRACTIONAL SEC. 30 TEII RHO 0.015 AC TEMPORARY EASEMENT — PROJECT CENTERLINE t/ UNITS OF CONSTRUCT() PROTECT ' I RACE OWNER MICHAEL U. SPADY PART OF FRACTIONAL SEC. 30 TEN ROW 0n10 AC TEMPORARY EASEMENT 0'F STA. -103+00 70 OT A02 97 TRACT 5 OFF .6267 GREAT PLAINS CHRYSLER PLYMOUTH OomE INC MICHAEL U. SPADY MIKE SPADY SUBDIVISION PART OT FRACTIONAL SEC. 30 TON REIN 6007 AC TEMPORARY EASEMENT J5A ...1104I10t 02 „ 0 110+02.3+ LEGEND PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED DRAINAGE EASEMENT CONTROLLED ACCESS 0 U i 0 0 Tn 0 Q TINGS, NEBR C SHEET 81350j'9Rhi 111+00 112+00 TRACT OWNER GOTTSCH ENTERPRISES PART OF FRACTIONAL SEC 19 TEN ROW 0215 AC RIGHT-OF-WAY 0227 AC TEMPORARY EASEMENT 340 LF CONTROLLED ACCESS 113+00 LOCHLAND ROAD EAST PROJECT CENTERUNE SECTION LINE 51A ..113+99 BO OFF --+9.05 114+00 STA .114,00 �.j 01 STA...114+a 9.102 OFF =-2005 L1MRS.-OF CONSTRUCTION 115+00 PROJECT NO. SHEET NO UPS -7552(1) P3 116 STA C N 42525 1" - 20' 0' 10' 20' 40' SCALE IN FEET -/PROTECT TREES TRACTS OWNER: GREAT PLAINS CHRYSLER PLYMOUTH DODGE INC MICHAEL D. SPADY LUKE SPAOY SUBDIVISION PART OF FRACTIONAL SEC. 30 TON ROW 0007 AC TEMPORARY EASEMENT EXISTING R.0.W. LIMITS OF CONSTRUCTION PROTECT TREES —` 5TA=110+03.00 OFT -20.05 FiJ STA -1144E3 70 OFF.+2195 OTA OH m OTT +41 O5 PROTECT TREE TRACT 0 OWNER, MICHAEL EL 0. SPADY PART OF FRACTIONAL SEC. 30 TEN ROW 0012 AC TEMPORARY EASEMENT 0.321 AC PERMANENT EASEMENT 0 141 AC DRAINAGE EASEMENT —"=.21r= 115+0005 CFF+4195 STA,114+00 aE OFF -]095 STA=110+0000 OFF£ -40.39 r;; /i LEGEND PROPOSED ROW PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED DRAINAGE EASEMENT N Z W 0y� 1a/ / -. In Q 0 REVISIONS 0 Z a r a a0 H W 0 Or r0 2 Tn H Z W N 00 > o Z CL CL C Z • r N aN aN. Q� W D D O O• Z O U 0 LLI ZO Qa, = D_ 0 0 J N HASTINGS, NEBRASKA SHEET R3 TRACE OWNER'. GOTTSCH ENTERPRISES PART OF FRACTIONAL SEC 10 TON ROW 0215 AC RIGHT-OF-WAY a 127 AC TEMPORARY EASEMENT 340 LF CONTROLLED ACCESS 117+00 LIMITS OF CONSTRUCTION STA.-II]+13 OFF ..-40.0 118+00 117+71 08 EXISTING, R1@YEa 11_ OFF. -49.05 PROTECT TREES STA.8110+09.20 OFF =_39.05 119+00 STA. -118+5912 06°_]705 TRACT 7 OWNERS GERALD R G ORLEATHA I.1. DwwITI PAR OF FRICTIONAL SEC. 19 TEN ROW 0 018 AC TEMPORARY EASEMENT 0 004 AC DRAINAGE EASEMENT PROTECT TREE 20+00 STA.:120+0711 Oart n-02.05 STA.8120+5521 OFF --3905 a moo'11000"' PROTECT TREES =120+7113 SHEET NO C.N 4252 20' 0' 10' 20' 40' SCALE IN FEET TRACT II OWNERS LONNIE 0 ft SANDRA 5 SMIDT PART OF FRACTIONAL SEC. 19 TBII HEW 0,044 AC TEMPORARY EASEMENT 0004 AC DRAINAGE EASEMENT 121+00 �STL.110+07 N4 122+00 'r- 5TA. 8120+97 21 OFF.®_39.00 51A,2420+ ' 30 -F.-290' PROECT CENTERUNE .-ss: SECTION UNE LOCHLAND ROAD EAST Ln 7 LU 5178..117+131] 03£ =58 95 PROTECT TREE TRACT 0 OWNER: MICHAEL O SPAOY PART OF FRACTIONAL SEC. 30 T011 RPl! 0012 AC TEMPORARY EASEMENT 0.321 AC PERMANENT EASEMENT 0.144 AC DRAINAGE EASEMENT STA. 0117+7.00 OFT '59.90 \ s- PROTECT TREE UNITS OF CONSTRUCTION EXISTING R.0 W ROTECT TREE STA. -119+92. TA -51 02 9119. 20+2110 OFF=52.02 STA..n9.92. 991 Ori .47195 STA .•120E2119 OFF -71 95 STA -'121+7018 OFF ..50 95 LEGEND PROPOSED ROW PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED DRAINAGE EASEMENT SHEET 0 122+00 TRACT 0 OWNERS, 1.01111E 0 0 SANDRA S EI.IIDT PART OF FRACTIONAL SEC. 19 TON ROW 0 046 PC TEMPORARY EASEMENT 0004 AC DRAINAGE EASEMENT EXISTING R 0 W / / ITS OF CONSTRUCTION � / I E - TRACT 10 ABANDOI IEDUNION PACIFIC RAILROAD I OWNER G0TT0CH ENTERPRISES 1 PART OF FRAC. SEC. 19 TON ROW 0 933 AC TEMPORARY EASEMENT 1 — EXIST. URUTY EASEMENT —, STA =1 3+37 02 1 04=-7205 ---9p� OMITS OF CONSTRUCTION ,e \ STOFF =_A.-I241A2+65520 123+0O% i` o , �n STA^122+05.21 CFF _x_3905 - EXISTING R O,WL�IA0122+065.30 LOCHLAND ROAD EAST - PROJECT CENTERLINE SECTION UNE STA. 4122+06 0-F. 3695 F XISTINC R 0.W 51*42 +01.0 OFF .6-12.0.03 10,006 . OFT =-19011 EXISTING R 0..W /LIN SECTIOE UMITS OF CONSTRUCTION PROTECT TREES TRACT 9 PART CA SEC 70 TN ROW 00 6 AC PERMANENT EASEMENT 0 216 AC TEMPORARY EASEMENT 124+00 STA -12441.20 Orr =_47 55 , 8,00' o q *,, �� 8m PROTECT TREES RESO �' �� — _...-.4_,_ NECESSARY =123+3741 \STA 2440] 30 \._ CFF -2905 125+00 - SW COR SEC 20 TON ROW STA. 123+70.71, 3.95' RT, 0101 123+7000 `O:i,-30.95 Po In 8 350 REMOVE TREES AS NECESSARY STA 422407.01 OFF -6695 -' LIMITS OF CONSTRUCTION TRACT 17 ABANDONEDUN1011 PACIFIC RAILROAD OWNER: HASTINGS ECONOMIC DEVELOPMENT CORPORATION PART OF FRACTIONAL SEC. 30 TAN ROW 0 060 AC PERMANENT EASEMENT 126+00 _ETA.�125+W'.7 OF 05 PROTECT TREES PROJECT NO. SHEET NO URB -7552(1) R5 127+00 C N 42525 1^mreitmlidgiLimws9 0' 10' 20' 40' SCALE IN FEET STA X120+25.32 OFF "4197 ft �_ ---.1 ' STA -123+7109 I j OF 4037 PROTECT FENCE `OTA.012NT 25 �OFI PROTECT TREES OFF. 126.95 TOP OF PROPOSED CHANNEL TRACT 6 OWNER; MICHAEL 0. SPADY PART OF FRACTIONAL SEC. 101011 ROW 0042 AC TEMPORARY EASEMENT 0321 AC PERMANENT EASEMENT 0144 AC DRAINAGE EASEMENT EXIST. UTILITY EASEMENT /UNERON 5. =12446063 OFF =4105 UMITS OF CONSTRUCTION TRACT 10 OWNERS LYLE C. C DIANN IT. PLENARD( LOT I. FLEHARTY SUEOIVISICN PART OF SOC. 701011 ROW 0040 AC TEMPORARY EASEMENT PROTECT FENCE 5TAs120+9612 OFF -54.95 PROTECT BUSHES I LSTA,126+9610 OFF 05195 PROTECT TREES TRACT II OWNERS. 06111110 0 GEORGETTE 5MIOT LOT T. FLEHARTY SUBDIVISION PART OF SEC. 2910114 ROW 0003 AC TEMPORARY EASEMENT LEGEND PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED DRAINAGE EASEMENT REVISIONS 0 Z UT Q N- O- }¢ U -I W 0 ON F- = r H N co W Ln N1N 111 > 1r 0 2L CD .-. Z - > 04 Q 4N-7 4 W m W 00 O• Z ao 0 W a Z - Q =ix a 0 0 -J Y m HASTINGS SHEET oc 81350_PRWAY 5135 128+00 129+00 (RAST TROLHEII P1 IT OP SEC 20 TT11 ROW S OM AC FERLmuENT BASEMENT I/ 215 AC TEMPORARY EASEMENT EXISi1NG R 0W 1— PROTECT TREE PROJECT CENTERLINE — SECTION UNE EXISTING R 0 W 130+00 • UMITS OF CONSTRUCTION LOCHLAND ROAD EAST TA.=1201-21 02 5 0 51A K127493.10 STA.= 2- 7+93 10 OFF =51055 OPP^ 795 OMITS OF CONSTRUCTION TRACT II OWNERS: CONIES E GEORGETTE SLIIDT LOT2 FLELV,RTY 5UEDIVISI011 PART OP SEC. 20 IDN ROW 0 003 AC TEMPORARY EASEMENT STA =128+53. OFF =47 95 PROTECT TREES PROTECT TREES TRACT 10 OWNER ROGER SCHULZ LOT .i BLOCK I. THOM SUBDIVISION PART o0 SEC 20 TCN TOW O 023 AC TEMPORARY EASEMENT 1r-^S.GO`- of � of iC 131+00 — PROTECT TREES S PROJECT NO. SHEET NO. URB -7552(1) R5 C N 42525 I insth= 20' ls'amzi 0' 10' 20' AO SCALE IN FEET STA.=1Jw 20,71 O:F=3405 5 5.:130455.75 0 -=4195 STA =1301.70. OFF :5712 EXISTING R 0 FIRST AVENUE R STA =1311430 85 •3E 95 _.. TT _ / / / / / / j' / STA=131+3178 C3=17103 TRACT IS OWNERS: RICHARD A. a 5WPIWT L. SCMNASE_ LOT i. ROME!! SUBDIVISION PART OF SEC. 29 TEN ROW 0.131 AC TEMPORARY EASEMENT LEGEND PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED DRAINAGE EASEMENT C REVISIONS zZ W N N O- - a. a. U co z� > U, il• l,' a W Q� o O O• Z o: G W Z Q K =a U O J 0 HASTINGS, NEBRASKA SHEET 81350 PRY/AY 131+00 132+00 TRACT0 OWNERS TIMOTHY 0 MARtHA GAO n ER PART OF SEC. 20 TON ROW 0 030 AC PERMA I„-tO EASEMENT 0 210 AC TEMPCRARY EASEMENT 133+00 134+00 - LIMITS OF CONSTRUCTION LOCHLAND ROAD EAST N STA130+70 71 36 05 0_I PROJECT CENTERLINE - SECTION UNE f EXISTING R 0 W Fl �,STA=13 /. / PROTECT TREE - % . / / 7 T, '0 \LSTh=133+00.05 CPT •4895 PROTECT TREES TRACT 13 OWNERS. RICHARD A 0 SHmwA L SCHNASE LOT I EOHLEU SUBDIVISION PART OF SEC. 29T N ROW 0 13 AC TEM PORAR'I EASEMENT STA -133+93.@ OFT '848.95 ITS OF CONSTRUCTION PROJECT NO. SHEET NO URB -7552(1) R7 C N 42525 1"- 20 0' 10' 20' 40' SCALE IN FEET LEGEND PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED DRAINAGE EASEMENT to uI tn I- Q U 0 rtil ¢ 6° I- Z W N zN W > y O _ EC G (1. 2 Z_ N a 0) m mD Mi 0O oZ F- CC D Z -J om = 0- O O -J 0 HASTINGS, NEBRASKA SHEET U, 01 a Do a 0 131 IDI =aacoo0 I vn am ow 0 I< €o i0 Elm PROTECT TREE 135+00 ST0.=135+ 54.00 • OFT A-5905 STA -P135+54.05 ' 11 p STA.. -134.92""1:27,4, , 0 3405 n` . ;7 STA .035.80.79 OFF -5955 136+00 — PROTECT TREES 137+00 stnv34 7+75 b Su.=s e0.79 OFT 100 CFF 1 _35, O5 \o TPACT9 O'OTTERS TIMOTHY A MARTHA ORE/THEN PART OF SEC 20 TEN RE':: 0026 AC PERMANENT EASEMENT 0 216 AC TEMPORARY EASEMENT OFS-AF.--1137+2o 75,19 138+00 - LIMITS OF CONSTRUCTION PROTECT TREES 139+00 ST/L.1`5+ 99.51 [TIFF 3&E5 0 IFT 1 PROJECT NO SHEET NO URB -7552(1) R6 -I EXISTING R O.W. _ STA...130+9950 OFF a -3J05 4 REMOVE TREES d 7' AS NECESSARY LOCHL_AND ROAD EAST REMOVE TREES—fir AS NECESSARY PROJECT CENTERLINE `- SECTION ONE STA -135+5700 REMOVE TREES OrF.36.95 AS NECESSARY - r EXISTING R O.W STA. -137.3150 OFF '4E20 r LIMITS OF CONSTRUCTION STA ..139+00. STA.❑ OFF -56 I PROTECT TREES ''. PROTECT TREE STA=135467 $7 OS P55 95 TRACT 12 OWNERS: BARRY A. A. MICHELLE L. BOHLEII LOT 2 BOHLEN SUBDIVISION PART OF SEC. 29 TIN MI GONG AC PERMANENT EASEMENT 35+6712 0 STA .035+95E5 arT w6 95 STA err 0 TRACT IS OWNERS: TOM A. S I.AOEI IA Tl " PART OF SEC. 29 TEl REPT 00E0 AC TEMPORARY EASEMENT 'N TA...139+00.05 OFT C.N 42525 1"=20 0' 10• 20' 40 SCALE IN FEET LEGEND PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED DRAINAGE EASEMENT REVISIONS Za < 4' J O a� 4 O S F LO LO a Om S " DO T - EO F- z W U) U, W 0 Z • - CC a O z 7 z 5 a N. u) m aD = 0O Oz EC U z • w J O 0- = 0- 8 U O J O N HASTINGS, NEBRASKA SHEET 400 as aCD CO o to ID 'VI II n CD CI 0 CP 0 / / r 1 C c a04 0 COo et at 0 0m 0 0 0 0 0 0 o O. toel N o P IL —I o CO tOI /rt DI o b CI OD tO DI A T Cl el N 0 C lit CBI 0 ID n *Ch M 0 Ire to 0 n in rt el • el 0 to 0 0 N 0 m oto al PROJECT NO. SHEET NO URB -7552(1) X1 C N 42525 OS = OFFSET EL.. = ELEVATION CALF' REVISIONS 0) Z 0 0 w CO 0 (/) Lr) w + 0 00 F F Otn W +t 0 O 0- 0 0) p N Q S 0 0 J U) I— Z W In N 0 ' c oO 0 — Z > U) a"' r • O] w W 0 O I_ KO p W Z O—' cr I 0- 0 O J ASTINGS, NEBRASKA SHEET 81350_PRWAY a a- m o 0 o n to 0 8t to m 0 0 TO - cm m C 0 0 0 R O 0 to .e NJ 0 0 en o V o 0 0 0 0 0 01 to rtl 0 A tot {P_ U ... Sjd O 0 m 0 01 0 0 0 co 0 0 to m to N at at at O to N 0 0 0 `0at cn 0 ca 0 0 0 C It C to 0 to O m m O to { 0 C N 4252 o CO O ra :✓ U C�M0 l`J U c11 <L to C 1.! 1 6L a v o 0Mt O.S. = OFFSET EL = ELEVATIO O] W Z N (5 Z H ^_a N 0 0 0 0 4 0 0 WI N 0 0 0 O 9 PROJECT NO SHEET NO URB -7552(1) X3 ON 42525 9 (Nm m N 0 CD 9't SI 0 0 0I S O.S. = OFFSET EL = ELEVATION f1 I! r = 10` HORZ q REVISIONS N Z 0 H O W coco Lc>Lna N + Oo 00 Q +o c Co 0 - W Q 0 0 J HASTINGS, NEBRASKA SHEET h N 0 0 C N. 42525 m co N 0 N V N O0 N 0.S. = OFFSET EL = ELEVATON SCAT F; 0 N Z 0 H U w O� U) N47 O o UOF Q uo w + Co o • ,O O CO O CO Q S U O I- Z w u) w 0- �Z O-. Z > t0 a") coEc wD w� 00 OZ F- CC Z I0 Vo O J REVISIONS N xscc SHFFT N 0 m 0 + 0 0 0 0 N 0 n LO 0 to h 0 0 0 P 0 No 00 P 02 P N PROJECT NO SHEET NO URS -7552(1) X5 C N 42525 0 0 N 0 0 0 0) 0 0 P P 0) N 2 N W 01YBI 0 b.. Nr a b I en cr. O.5. OFFSET EL = ELEVATION $CALF: HORZ 0 1 O 0 REVISIONS N Z O I— U W In Lc N N V + m 0Q F— F— in 0 W o r ¢0 eC o Z d J_ 0 O -J co H wIn 2N W > v Cr Z 2 Z_ > N a IC r O] cr 00 0_ W p W 7 O J 0 d 0 O J 0 0) HASTINGS, N PIK Cc, I •_'t CHO KM! SHEET XF SI 350_PRWAY 0 00• 0000 11 Me TEL 0 STC6l l _. o NJ I ~�0 I o I w r I o I,. I I; 0 0 to'n a 0 m000000 I a M 0 P P W 6 E N 0 I- 0 PROJECT NO SHEET NO URB -7552(1) X6 C N. 4252 0 0.5. OFFSET EL = ELEVATIO SCALE: I" = 10' NORZ " _ 5' VERT. 0 1n N Z Z W u O W 0.1 U O • N n 0 C� 2O O o C O " Z O O j N H N- a N Qo W co CO co ce O W Q C QO) Oz Z w U Q 0 w = QC O i O -- U O -J 0] N U' Z I— 1n Q SHEET X6 to No to to Cl N 0 Nth 0 sa N o ow 0 0 Cl m In 0 0 0 to m m OF m th m m 0 tO m nth en met to to Ito PROJECT NO URB -7552(1 C N 12525 SHEET NO. X7 40 _ l oma_o m n i• in N o to m 0 m m 0.5. = OFFSET EL = ELEVATION I" = ID' HORZ Z w� O 2 O 00 N 10 a Z N U N O ,- C9 Z 0 0 > Gm a� w m w ec W� O00 ccQ co OF 0 Z 0 w z Z O O IO O CO CO w Z 0 SHEET X7 a 0 to• 0 cai in 0 N cn P to N < Cl m r 61 0 M R N N N 0 I N PROJECT NO. SHEET NO. URB -7552(1) XO C N 4252 Cl n o m Cl0 Cl Cl o OS = OFFSET EL = ELEVATION SCA( F: I" = 10' HORZ v S' UCCT an r Q U 0 v 0 0) 0 I- U W to 0 cn o O • - U { O Cl') w ± oO w Q z Q -J Z W vI N W w O CL U ,—. Z > 2ti Nm w• 0 • O O Z W O O Z =a 0 0 C ccit ncv SHEET XB 81350_PRWAY O m N N m Sc, 0 I _ om T ow 0 • 0 ICN m m m00 0 0, Cr • 1 _. n B 16151 O 1 11 N N N CO m T I N N N N m m m 0� ^ m m m m q 0 0 I N CI O a, N) Co 4 N m o m mcrem ow mmm O PROJECT NO, SHEET NO URB -7552(1) X9 C N 4252 m H O N NN m m L_ I.. 7-4 m m N m tri O PR ROW - PROPOSED RIGHT-OF-WAY EX R 0 W = EXISTING RIGHT-OF-WAY 0S = OFFSET EL a ELEVAIIOI SCALL 1" = 10" HORZ 1` = 5' VERT. N 0 0) Z Z W LI) Q O ON aW N + � Or z � - zfl 00 5N H I — < N d r W + Ol In W D O G ad QN OZ z LL D W Z O =00-- U 0 -J NEBRASKA 11 SHEET X9 0 U,to 0 0 tO<N 0 al a 01 V 0 to 00 EioTs OLL nE • .0 jo io N co N 0 V < N O P N P a a 0 a ES I • I H 0 0 J NO I _ 0001C00001 N a 01 O m a a 0 01 01 m 01 m 0 Ca 0 IX N O tD ta f ^ N 0 01 a N 08' IGI 0141 O w N 0 N to P P to o PI N 0 0 0 4 N 0 A { 6 1a 0 Ow- I . 0 to 01 a o. P03 tOY N P O N a to told 0 0 O co a a P N 0 Na C N 42525 a rn EF. PR R O.W = PROPOSED RIGHT-OF-WAY EX R.OW. = EXISTING RIGHT-OF-WAY O S. = OFFSET EL. = ELEVATION SCALE; 1 = 10' HORZ (I) h 5o ul en a 0 SHEET 81350_PRwAY 0 010 tp CU LO0 jY m1 v'^ m oCC mx nn On a' - o vg tis 0 N O 0 0 P m a 0 P N O 0 N < N 0 0 01 0 0 0 0 m 0 2. 0 0 rc w 81 t.. II I 04:00 -*N061 m 0 O to 0 1 a, cc U, 1 0 0 0 '0 NO Co mal N 0 0 O 0 oY N 0 m m m m 0 N 0 0 o B' LOU • • • IBI I N_ I I ow I to * NO 0 co m 0 PROJECT NO. SHEET NO URB -7552(1) X11 C N 42525 0 w 0 N 0 0 m co 0 6. a. O 0 O • 0 N O 0 0I m m01. PR R.O,W. = PROPOSED RIGHT-OF-WAY EX R 0 W = EXISTING RIGHT-OF-WAY OS = OFFSET EL. ELEVATION WAIF; 1" = 10' HORZ 1" = 5' VERT, HASTINGS, NEBRASKA N o2, F• ) (I) m o) 8350,_'RWAY to to to to 0 to n u to x =1 to 0. 1 20 to r<6( to -.221 or ;it 0 0 0 0 0 to ; I •0 to 0 a N 0 to tot s 55Eg to to to to • 0 a N 0 01 0 0 0 0to 0 0 • -H/ row nto rt - w 4 , to re Na c0 0 53, • aa to N 0 a to I a a 2 2 0 0 to 04 0 O 0*N 000 to I • L-1,1 . I 0 cri dd 0 SS ;SO 0 96161 0 0 0 CO to • N 0 CO 0 a) 0 a N 0 0 to to 0 to N 0 0 50 6 WI0 to to to 000 aN00)) mac 0000 0 0 0 a ol 0 0 to 6,• to 0 0 co o : I --' I to 0 0 N • to to t • 0 PROJECT NO SHEET NO URB -7552(1) X12 CN 42525 01 00 • 0 to a N 0 0 al ma) o to 0 0 In to , I X iss / / Co 0 0 N I I 0 on roe. r 0 P 0004' N001 000 a No tol 0 01 a) cn a) 0) to PR R O.W. w PROPOSED RIGHT-OF-WAY EX ROW w EXISTING RIGHT-OF-WAY OS, = OFFSET EL ELEVATION SOO S. 1" to 10' HORZ to S' VERT. REVISIONS DESCRIPTIG: REVISIONS 0 0 w o cn to a, 0 0 0 ti) <04 W A 0 - a O ' 0 • co 0 0 HASTINGS, NEBRASKA Noe c, ;1 itc cool +coo SHEET X12 81350_PRWAY c 01 O w� o0 m V0 O� toto N i nE 'Im aN 0 0 00 0 N CO _ a ^O b 0 m 0 { O m 0 f N O 1 0.3 b Orn a a a as a a a 0 N N m a a mm co a cA • ST N 0 to I 0 CO to a N m m N N N W 6 • d 1 0 a a a N a 0 * O 0 0 I0 PROJECT NO SHEET NO URB -7552(1) X13 C N 42525 N N m mN m CO to a N 0 m 0 CO 0 a N 0 CO S. a m a O 0 OS to OFFSET EL A. ELEVATION SCAT F. 1^ = 10' RORZ. 0) Z 0 1n W V1 Z 0 H U CO W 1n N CO + 0 M11 r U O H H ar- Ui+- O- K 2 N Z Q 0 0 J N 2 W U1 W CO W v CC Z U Z > N < ti �m Q W � 00 O Z C(3 ECI Z JCC U a 0 J CO CO W Z O Z H _Q SHEET X14 81350 PRWAY N t N N O 0L. N 0 0 O O Nm m m m m a m m m m m N N t N N N O O ED a 0 0 0 EL o 0 co o to o 0 c7) 0cn 0 4o n ow N EY III 0 V916I aNi m 0m pSi M m m 0 0 N ti t N m m to S m m m 0 m m h N O m 22N O m0 m m a a m lCI SI Im En m 0cv 0 to a 0 N 0 to to V I T. 0 0 O O 0 0a m 0 to to 0 N 'm m a to m Om to Y N 0 0 0 N m N N 0 N m t 0 S IP 0 mJ 0 0 to to m to m o mo 0 01 m 0S = OFFSET EL = ELEVAI1O? jCA% E' 1' = 10' HORZ. 1n N Z W to O W N U o� • N Z a. ON Zv— HF a� CO Il I. w t < D Q t- W O 0rt z0 0 N O U D W -J _ ¢O O =nom. U O TINGS, NEBRASKA SHEET 114 81350_PRIAY VF 00 O co 9 9l O + N 0 W CO < N 0 N N m m m m m m Of Q N a mN CC al as ac Os 0 at * N O O o� N a N 0 a N 0 m m m m Fiat; 6 0t IS' N N 0 b N_ O t q 0 CO CJ N N to m to 0 0 m N Ca 0 C m to to to m Cr to to to 1 I r b 19." 1 0 _ I PROJECT NO URB -7552(1) C N 42525 la m 0100000 C .I 'moo • 0 1 I i I I: IO I O rm'1 O I I /f I I; I i / 1 I I I I It IGI 1 1 - i I 111 nC "—I LT coa m j N.... 0 at at W i0 to to Y to N to 0 c0 to .Y N _ O X15 m O 0 0 O O O.S = OFFSET El = ELEVATION SOAI E 1" = 10' HORS = 5' VERT 1n 2 0 U ccw 0 O 2 1n • _ W w 00 - rZ 2• ti Z N aIn �m W O O OF - M 0 MU W 2 2 Q =a U 0 GS, NEBRASKA SHEET X15 81350_PRWAY O • aa Clel • N 0 0 N O'{ L Cl O m 10 CI 01 01 m N N N N ci O m Cl Cl Cl m Cl N N N en en al to m - 0 0 O + N N N ED m Cl Cl Cl Cl Cl + N N O 0 tO Cl Clea Cl Cl Cl PROJECT NO. SHEET NO URB -7552(1) X16 C N 42525 0 01 Cl Cl 0 Cl G.E. OFFSET EL = ELEVATION $CAI F 1" = 10' HORZ 1'= 5' VERT. 0 O REVISIONS In 2 0 I- U W U O m On CC rU �O CO In < N LU + 0 N 0 IX Q N U) 2 Q U O J f 2 W vl • N W 0 - - cc 2 a U 2 0 2 > N a"' m W QO2 0 0 U O ' 20 J cc 0 0 J HASTINGS, N SHEET X16 0 SO; to tot „m 6y mel aN o V0 otea at nE _I N n'^ tte 0 uk sa o m a 01 22 El F Ft Ft 71 a at "4 op I^c hJ ow 0 0 + h co N 0 0 to Y N N 0 0 0 N m m m m m to r ID N 01 Cl 01 01 0 m CTN cc 01 CZ a ▪ co a N 0 m to Cl N 01 Cl to 'to N N CO CI at cn al El m m0 CO a N 0 CO CO a N m m at PROJECT NO. SHEET NO URS -7552(1) X17 C N 42525 • a CO01 0 Y P 0 C N 0 CO ClN N Cl to NeTt O.S = OFFSET EL = ELEVATION SCALF = 10' HORZ. = 51 VERT. 0 H U W u) N N N O• N O O W 0 ▪ o W + O N O • LL• W Z Q 0 0 J LO W nj O • v CL Z CL j U' Z > N EP• U, W m WW O z• 0 Er 0 U Z O • ' Q a, 10- 0 0 -J m W 2 UJ CD SHEET X17 81350_PRWMY a 0 0 to tm fn3 1.71 ON �Y Yen -01 v0 V0 O[LI tn m% co nE -H sd a'^ ES iB GO 00 00 N 01 a 01 + CO N CO • N 131 1 N N to Ui to N CI CI 0 P Cl P U, N OJ N 04 0 c0 fp N 01 CI Of 01 01 01 161 6l N 0 to 0 4. P P P N OI O N ▪ 04 P P P 0 O CO N N 01 01 1 r0' I61 6'O I61 0 CO p 01 01 'E3 co N M O 0 O ee P at m en • et 73 b N 0 0 0 * N P P N N P P P P q N 0N P CO 0 P CO P N OS. = OFFSET EL = ELEVATIO SCAT F I' = 10 HOR2 1" = 5' VERT. Co H Z w CO Q W OO O)In Cr Z 0' 0 N + 0 w 0 O z 00 5IN`n ¢0 a� w + O) Y Q • ,- ID o ce 00 0w Oz z w' U J Z 7 I 0 O JCL O 1F 0 0 z 0 tyw PO lf 4:0 rml 1114,1311, SHEET X18 B1350_PRWAY O 0 to a 01 O N 00'm m m m m m N N + 0 m O 0 0 N 0 mm m m N O1 N O D1 0 m m 0 m 0 0 Eu 1 m m m N O ru Q 0 0 0 a m 0 N + OI N CY O CO 0 0 m 0 0 0 I NT OL ISO tat q Oa m 0 m m to m O PROJECT NO. SHEET NO URB -7552(1) X19 C N 42525 O.S. a OFFSET EL = ELEVATION SCA(E: i" = 10` HORE ra 5' VERT. REVISIONS O O In Z 0 I- 0 w 0) 0 co N 0 el 00 I— w 0 0 Cr 0 Q ID ) Q J_ O O -J F- z LB RI 2Fej cN00 - Z 0_ (5 2 Z�- > On a m w= Oz Lt wp w z0 z0- 0 0 -J N ASTINGS, NEBRASKA SHEET X19 m 0 QO nl rri I v0 0m K14 NrnK 0 0 nE Iv i u0 -00 u Sa 00 4, N0 0 0 m a a a a0. 1 I 07161 J Ow N 0 a a a a m w to 0 o 0 I 0 to M 0 CO m < N 0 0 0 0 0 a 0 0 0 0 0 a 1 S0 0' Od 01 01 0' 0 0 01 0 m PROJECT NO. SHEET NO URB -7552(1) X20 C N 42525 m m V of O,S. = OFFSET EL = ELEVATION SCAI F• 1" = 10' HORZ 1•' = 5• VERT. N 0 C T REVISIONS 0„ Z 0 U w N O w • O O N O < N + 0 Qv - 0 ce - OQ CC O CO -JQ U O J I- 2 w In to 0 - - • z a a zT- 5 N Q to ati oO O• z w ' z0 IO O O -J 0 U) to w 2 vi CO 2 In SHEET X20 81350_PRWAY to a 0 O g ci Ft m 000 N o m m m ci L N ^ N 0 0tO 0 w N * O 0 O * _N O_ 0 S CP CP 0 S 0 m tn cn 0 CO tg m m m m to d N 0 CO 0 0 0 + N M m o F $ Sm m = 0 tL w lot tot LO ♦ N O tO Ort F- m S 0 PROJECT NO SHEET NO URB -7552(1) X21 C N 42525 S 0 • I I col 0'1 mm mp 0 2 t Ow N q N O 0 m S d m to. 0..5. = OFFSET EL = ELEVATION SOAtF- 1" = 10' HORZ P' = 5' VERT. vt REVISIONS 0 (/) U N U)M CC r O I— 1— CO co < 54 W + O cco 0 • — O 1 O CO Z Q J L N Z W u> W O• - a.Z 0- U (0 .-. Z_ r N a • m ccQ W 0 Q O O U) OZ H 0U Lu p W W Z a _J U) t o- 0 0 Z O H J 0) SHEET X21 8 o m Cl f I Crcr m 4—.NO d `! 0 mo 1 II CLnsl 9'N01 O 0 to o �.. e..... 4. NI a. 0 55 22 Cl 0 CO b ry m Cl m 1 N Cl Cl OOi Si P e I I to to to m N N + m ▪ 0 0) a 0 I61 c'gIII On 0 N O - N O11- - . Cl _ I O cn PROJECT NO, SHEET NO URB -7552(1) X22 C 42525 01 g 0 m 0 I nn I 61 I 0 1 0 00' II 1 0,01 6 111 N 0 0 m m O 0 O o a I 00 m m 0.5. aOFFSET EL = ELEVA110N jCAI,F: 1' = 10' 14002 V) 1� J �f- QIy 0 J)town cJ 0 REVISIONS In Z 0 I- 0 w 0) u) o N N 0 r- I- O Q C, W t 0 n Q 0- 00) Z Q S 0 O J I - Z W to • N W 0 - a Z a Li 1.9 Z_t- N a� m Q n • = 00 OZ U O W Za O Q � I0 0 0 -J N HASTINGS, NEBRASKA LII FICKa. .,..gym m..dt ro., 01 C,2 SHEET X22 u m t0 0 0 0 0x 800 O, 00 nE N i Eo -`u ` m N 0 mLO m m ST 0 CO CO N 0 CO m m m m m m 0 PROJECT NO. SHEET NO URB -7552(1) X23 CN 42525 N 0 CO O N0 10 0 00 1 09 09 B t. 6 N 0 to O O ° m0 CD 0 Co I < NI 0 0 S' 0 O.5. = OFFSET EL = ELEVATION $GALE; 1" = 10• HORZ = 5 VERT. REVISIONS H Z W to N W CO O• Z 2O O Z > U) 0_ F" 0] Q D � 00 K0 W z =a 0 0 J 0 HASTINGS, NEBRASKA oz, 14 SHEET X23 81350_PFWAV 0 0 Y N 0 m m m m m 0 H CO LC.Y N 0 0I tO Y N 0 T 0 Ca Ca 0 Ct 75 - co 0 M N M a N 0 m m m m 0 0 N 0 0 V N 0 Q m m m m m m PROJECT NO. SHEET NO URB -7552(1) X24 C N 42525 0 ID< N 0 p O m Of m m m m m OS OFFSET EL. = ELEVATION SCAT F: I" lot HORZ t"n 5' WITT o U 0 0 � REVISIONS U) Z O I- U w 0 V :3 It T- 0 00 OO o 4 W + r-- 0 co 0 O N Q O 0 -J N I- W W • u> W N O• • d Z a. U C7 . - Z 5 N Q N cm ct OO cc O w zO < = O- 0 O J N HASTINGS, NEBRASKA Iti 10) SHEET X24 81350_PRWAY 0 O 0 Ip r o 0 0 O N 0 tn C- 4 rn 0 m m to 0 om to * o .ft; N N N I N P 0 m N cn to U) 0 0 0 0 m 0 0 to N poi N 0 0003.PN 0010.0,0 PROJECT NO SHEET NO URB -7552(1) X25 C N. 42525 o a wirm o 05 = OFFSET EL = ELEVATON SEPI F: I" = 10' HORZ LLI r 'S' U QA 0 vis0 U) 2 O U W CO O I n 0 O 0 • T - 0 U �O <N W + co COQ f a N0 2 Q 0 0 J F- 2 W rt) 2to 0 • - O_' U O 2 a , ct cc I— m W▪ = O 0 O• Z c o W z Q =a et 0 0 J 0 1n 03 m SHEET SI 350 PRWAM 0 O + O co) m Ne4 o. m m m m CO NN m m Cl m a • m m (SI oim im N 0 0 N N N m a m * N 1 m Cl 01 m m m m a a 0 0 0 O con Cl 0 aN 0 m m $l118t Q O' L61 N 0 0 0 N N m m m m 0i ▪ 0 _ 0CO 0 01 N 0 CO 0 0' • m ea a 0 o mi PROJECT NO SHEET NO URB -7552(1) X26 C N 42525 '0 m N N 0 0 p 0 a O.S = OFFSET EL = ELEVA110 SCAT EL 1" = 10" HOR2 = 5' VERT. an 0 0 N M 0 m N N 01 01 0 Le) + 0 m N- N NN m m m m m 0 0 Cl 0 O of 0 0 N tee m ml N + 0 m N 0 mN m N m m 0 H 4 0 m PROJECT NO.. SHEET NO. URB -7552(1) X27 C N 42525 to N + 0 m NN N N 0 mel ? N0 m 0 N N N N I0 a 1 N 0.5. = OFFSET EL = ELEVA11011 50111 E: 1" = 10' HORZ = 5' VERT \ U VS 0 n/r�i. Vl 4 4 0 Cl) O cn 0 <n I - Z W in (1 W V) O 0_ o_ 0 Z Ec > • N "' • r 1- of qtr W ci CZ o cc U o' Z =• a U co W Z 0 U'5 Z SHEET X27 81350_PRWAY CO LO NO N O mmo S m 0 al P N05 003 0 0 a N O e a 0 n 0 a ml m m m 00 < N O O p U U, N O O a a 0 0 m m m 'm 0 m'43, CN O 0 N a se ry 0 m a .333. 3330 m m m m PROJECT NO. SHEET NO URB -7552(1) X28 C N 42525 O O N m 01 03 m a o a 60Tit lot 0 0 to m m 01 a O 0 O 01 m O S = OFFSET EL = ELEVATION SCALE: I" H. 10' HORZ a REVISIONS In 2 0 m W 1n N 0O O0 U o W o 2 - <CO CC LL N 2 W WvN W Oa K Z a0 2 > a a. N m 4 cc D O 02 O W Z O r0 U O -J 01 ASTINGS, NEBRASKA SHEET Yon 81350J'RWAY 0 In 0 to V' a 0 0 O 0 N Y) • m a a 0 P 0 m 0 N CO W a m N 0 m q a to a a a a CO CO 0 N CO NV a 0 ;1111 ▪ R S'0131 mw Ya 0 O b O O 0 e CO 0 V.N... 0 1 m to V N..... O I m 0 a m m a a O N CVO B O 0 Y 0 N O 1 O 0100101 PROJECT NO. SHEET NO URB -7552(1) X29 C N 42525 O to a) p a O a to IBI 0 0 m YN 0I a a as 0.5. = OFFSET EL = ELEVATON SFOJ E = 10" HORZ I" = 5' VERT. In W tigrca *w V o N �JJ L7 0 2s9 REVISIONS N H Z W v) W 0- tXZ 2 U 9- Z >U)0- Cr) ti e' co cc • n 00 O • Z ztit U < • 0 cc S O 0 O J O HASTINGS, NEBRASKA LH PCK TAC SHEET X29 Roadway Design D c " a 40 O 05 JOINT SEALANT FLOW 9" 1" R 1" PREFORMED EXPANSION JOINT FILLER CONCRETE BARRIER CURB* QUANTITIES CONCRETE 4,55 CU. YDS./STA. AREA 1.228 50. FT. JOINT SEALANT 9„ •11_1 4V2„ 1" PREFORMED EXPANSION JOINT FILLER CONCRETE MEDIAN CURB* QUANTITIES CONCRETE 4.42 CU. YDS./STA. AREA 1.192 SO. FT. NOTE: * ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERVALS OF NOT MORE THAN 100' THRU CONCRETE BARRIER CURB, CONCRETE MEDIAN CURB, AND CONCRETE CURB, TYPE I. 9" 1" 8" 1" b ti NOTE: MAY BE USED WHEN T IS LESS THAN 12" INTEGRAL CONCRETE BARRIER CURB QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 SO. FT, NO. 4 LONGITUDINAL BAR TO BE GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX. NO. 5 B" TIE BARS AT 5'-0" CENTERS NOTE: USE WHEN T IS 12" OR GREATER INTEGRAL CONCRETE BARRIER CURB ALTERNATE TYPE QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 S0. FT. /'-0" P INTEGRAL CONCRETE SLOPING CURB QUANTITIES CONCRETE 0.62 CU. YDS./STA. AREA 0.167 SO, FT. 1'-0" ti INTEGRAL CONCRETE SLOPING CURB QUANTITIES CONCRETE 0.46 CU. YDS./STA, AREA 0.123 50. FT. CONTRACTION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATION OF EXISTING JOINTS FLO JOINT SEALANT FLOW I'-0' 2" 1" PREFORMED EXPANSION JOINT FILLER 1'-O" CONCRETE CURB, * TYPE I QUANTITIES CONCRETE 5.22 CU. Y05./STA. AREA 1408 S0. FT. NO. 4 LONGITUDINAL BAR TO BE 2" GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX. EXISTING CONCRETE PAVEMENT THE AREA BETWEEN CURB AND EXISTING CONCRETE PAVEMENT TO BE CLEANED AND ROUGHENED AS DIRECTED BY THE ENGINEER 3„1 %' R NO. 5 x 8” TIE BARS AT 51-0" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING CONCRETE PAVEMENT (WITH APPROVED GROUT) CONCRETE CURB, TYPE II QUANTITIES CONCRETE 0.87 CU. YDS./STA. AREA 0.234 50. FT. 9„ I< EROSION CONTROL CURB QUANTITIES CONCRETE 0.81 CU. YDS./STA. AREA 0.219 50. FT. 1 T/4 (2" TT*- INTEGRAL El CONCRETE CURB QUANTITIES CONCRETE 0.89 CU. YDS./STA. AREA 0.239 50. FT. FLO 1,-0" No. 4 LONGITUDINAL BAR TO BE 2" GAPPED AT CONTRACTION JOINT —LOCATIONS; 3" MIN, 6" MAX. 'R CONCRETE PAVEMENT SAW CUT 4" MIN. DEPTH x JOINT FILLER RESERVOIR CONTRACTION JOINT THRU CURB NO. 5 x 8" TIE BARS AT 5'-0" CENTERS INTEGRAL CONCRETE CURB ALTERNATE TYPE QUANTITIES CONCRETE 0.87 CU. YDS./STA. AREA 0.234 50. FT. NOTE: T = PAVEMENT THICKNESS RIO R9 RB REV. NO. FEB 09 MAR.05 MAY 01 DATE MULTIPLE REVISIONS MULTIPLE REVISIONS MULTIPLE REVISIONS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.301-RIO PAVEMENT DETAILS ORIGINAL: JANUARY 31, 1974 OAIE Roadway Design 0 1" DIA. x 18" DOWEL BARS, T=6" TO B" 1%" DIA. x 18" DOWEL BARS, T OVER 8" EXPANSION TUBE EXISTING SLAB O — NEW SLAB D GREASE DOWELBAR ON EXPANSION TUB SIOE OB I" PREFORMED EXPANSION JOINT FILLER NOTES: UC JOINT SEALANT DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED. DOWEL BARS SHALL BE PLACED AT 1'-0" CENTERS. THE OUTSIDE DOWEL BAR SHALL BE PLACED 6" FROM THE EDGE OF THE SLAB. THIS JOINT SHALL BE CONSTRUCTED TRANSVERSE TO THE ROADWAY WHERE THE NEW CONCRETE ABUTS THE EXISTING CONCRETE. DOWEL BARS SHALL BE PLACED PARALLEL TO THE ROADWAY € AND TO THE ROADBED, EXPANSION JOINT (SUBSIDIARY) NO. 5 x 18" TIE BARS AT 33" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. ASPHALTIC CONCRETE 1'-O 2" EXISTING SLAB VARIABLE CONCRETE BASE COURSE W/INTEGRAL CURB NO. 5 x 18" TIE BARS AT 33" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. EXISTING SLAB THE FOLLOWING NOTE IS TYPICAL FOR CONCRETE BASE COURSE W/INTEGRAL CURB AND CONCRETE PAVEMENT WIDENING: CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATIONS OF EXISTING JOINTS. CONCRETE PAVEMENT WIDENING ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ACROSS THE FULL WIDTH OF THE MEDIAN SURFACING AT INTERVALS OF NOT MORE THAN 49'-0'. LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS WHEN SURFACING WIDTH I5 16' OR GREATER. TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN B', TRANSVERSE AND LONGITUDINAL JOINTS SHALL NOT BE FILLED. JOINT SEALANT - I L_. 3' MIN. SLOPE 2% _ J 1" PREFORMED EXPANSION JOINT FILLER l JOINT SEALANT DETAILS OF CONCRETE MEDIAN SURFACING 1'-O" 2" I" PREFORMED EXPANSION JOINT FILLER — %P Ailil Ir VARIABLE 0 1 ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERSECTION RETURNS AND WHERE SHOWN ON THE PLANS. TRANSVERSE JOINTS SHALL BE PROVIDED EVERY 8' OR WHERE SHOWN ON THE PLANS. NOTE: RECESS THE EXPANSION JOINT FILLER %" FROM THE TOP SURFACE OF THE CURB TYPE UNDER CONSTRUCTION DETAIL FOR CUTTING EXPANSION JOINT FILLER /,_O„ VARIABLE 0 No L2'-0" MIN. TO 3'-6" MAXI COMBINATION CONCRETE CURB & GUTTER 12" OPENING FOR SIGN POST A i'-6' 4' MIN. I" PREFORMED EXPANSION JOINT FILLER W/JOINT SEALANT 12" OPENING FOR SIGN POST B PLAN A j 4" MEDIAN SURFACING 1'-6" 4' MIN. 1" PREFORMED EXPANSION JOINT FILLER JOINT SEALANT SECTION A -A DETAIL AT END OF MEDIAN ISLAND I'-6" 9' MIN. LENGTH AS SHOWN ON PLANS 8' MIN. FOR 6" CURB C 6' MIN. FOR 4" CURB 1 1" PREFORMED EXPANSION JOINT FILLER W/JOINT SEALANT 9" MEDIAN SURFACING 1'-6" 4' MIN. JOINT SEALANT C PLAN I" PREFORMED EXPANSION JOINT FILLER TOP OF SLAB SECTION C -C - CONCRETE ISLAND NOSE SECTION B -B CONCRETE PAVEMENT 7 D SECTION D -D NOTE: EXISTING CONCRETE PAVEMENT IS TO BE REMOVED IN AREA COVERED BY CONCRETE ISLAND NOSE. DETAILS OF CONCRETE ISLAND NOSE LEFT IN PLACE CONCRETE HEADER NOTE: T = PAVEMENT THICKNESS RIO A9 R8 REV. NO. FEB 09 MULTIPLE REVISIONS MARON MULTIPLE REVISIONS MN' 0l MULTIPLE REVISIONS DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.301-RIO PAVEMENT DETAILS ORIGINAL: JANUARY 31, 1974 one c a o 2 n _w 1'-0" INTEGRAL CURB pc JOINT SEALANT 9" 1" PREFORMED EXPANSION JOINT FILLER DETAILS OF CURB DROPS R BARRIER CURB H NI G VARIES 5' WALK !4' MINI F G 2'-0' J R X 5' 3.00' 10' 4.36' 15' 5.38' 20' 6.24' 25' 7.00' 30' 7.68' 35' 8.31' 40' 8.89' F y X R = RADIUS X (X 6 R IN FEET) 1'-0" 7o CONTRACTION JOINT E 2 CO E #4 REBAR, 4'-0" LONG DRIVEWAY PLAN 2" SLOPING CURB 4' MIN. T.SIDEWALK TRANSITION SIDEWALK TO MEET DRIVE (DISTANCE VARIES) RISE LESS THAN 6" (8% SLOPE) RISE GREATER THAN 6" (5%. SLOPE) SLOPE R=RISE 4' MIN. b SECTION E -E (RURAL DRIVEWAY) SECTION G -G P-0" JOINT SEALANT SLOPE 1" PREFORMED EXPANSION JOINT FILLER SECTION E -E (URBAN DRIVEWAY) l'-0" JOINT SEALANT 1" PREFORMED EXPANSION JOINT FILLER SECTION F -F (URBAN DRIVEWAY) TOP OF CURB + 0" MINIMUM (11 10' MIN. IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN +8% (21 10' MIN, IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±15'% 131 10' MIN. ROUNDING IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±22%. PROFILE URBAN DRIVEWAY WITH SIDEWALK (MAXIMUM PERCENT OF GRADE) to VARIABLE ° DRIVE ^-$- • VARIABLE CROSSWALK DRIVEWAY SLOPE TOWARD STREET 2% 4 54" R VARIABLE (3) SIDEWALK £1757JNc NOTE: 1" PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED IN ALL SIDEWALKS OR CROSSWALKS AT INTERVALS OF NOT MORE THAN 50'-0", AND AT ALL POINTS WHERE SIDEWALKS OR CROSSWALKS ARE ADJACENT TO CURB. IF SIDEWALK OR CROSSWALK TO BE CONSTRUCTED IS LESS THAN 50'-0" IN LENGTH, ONE SUCH EXPANSION JOINT SHALL BE PLACED AS DIRECTED BY THE ENGINEER. NOTE: T = PAVEMENT THICKNESS RIO FEB 09 MULTIPLE REVISIONS R9 MA405 MULTIPLE REVISIONS RB MAY 0L MULTIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.301—RIO PAVEMENT DETAILS ORIGINAL: JANUARY 31, 1974 DOE Roadway Design Divi cn RAMP LOCATION POINT FLOW LINE �v', 4'-0" OF GUTTER R\ RAMP WING —' SIDEWALK AO Tn ti OBSTACLE i B -J 3 ii N A TOP OF CURB RAMP FLARE 10% MAX. SLOPE 0 o INDICATES 1" EXPANSION JOINT TYPICAL CURB RAMP DETAIL RAMP WING (6"/FT. SLOPE) DETECTABLE WARNING 4'-0" MIN. GROOMED SURFACE RAMP FLARE 10'% MAX SLOPE rSIDEWALK SECTION A -A TYPICAL RAMP CROSS SECTION DETECTABLE WARNINGS RAMP WING RAMP —RAMP FLARE SIDEWALK d o FLOW LINE OF GUTTER CURB TRANSITION (RAMP WING) 7" SLOPING CURB FLOW LINE OF GUTTER A INDICATES 1" EXPANSION JOINT MEDIAN CROSSING �1/.:' ,.,.D. tF LES 00 6111EO NO G l5 l" SLOPING CURB SECTION D -D TYPICAL RAMP CROSS SECTION ( SHOWING CURB TRANSITION) NOTE: CURB TRANSITION (RAMP FLARE) 5'-6" MIN. 4'-0" MIN. MANEUVERING LENGTH 2% 6'-0" TYP. (5" RISE) TO 15'-0" MAX. BROOME° 2'-0' SURFACE 8,3% MA T"+ BROOAIED SURFACE �TOP OF CURB I" SLOPING CURB (8.37. SLOPE) 1 8"— JOINT SEALANT (HOT POURED) 7" PREFORMED EXPANSION JOINT FILLER SECTION B-8 TYPICAL RAMP PROFILE 0' TYPO CURB RAMPS. TYPE VI 6 VII CURB RAMP, TYPE V BROOMED SURFACE RAMP 1 BROOMED SURFACE RAMP 2 RISE MILL CONCRETE CURB TO THIS LINE COMBINATION CONCRETE CURB AND GUTTER MAY BE REMOVED AND REPLACED IN LIEU OF MILLING. CURB REMOVAL DETAIL e 0000000000000000000 00000000000000000000 00000000000000000000 00000000000000000000 00000000000000000000 00000000000000000000 a s 00 Doo a as 0000 e e 0 0 as DETECTABLE WARNING PANEL O ti 4 B. MA' SLOPE 1 AX SLOPE CURB RAMP RISE "L" RAMP 1 RAMP 2 TYPE V 3" VAR. N/A 4'-0" TYPE VI 3" 5'-0" 4'-0" 4'-O" TYPE WI 5" 5'-0" 6'-0" 6'-0" SECTION C -C TYPICAL RAMP CROSS SECTION 7'-O" n 3" CONCRETE SLOPING CURB DETAIL LEGEND -__I DETECTABLE WARNING PANEL PrBOOMED BROOMED CURB RAMPS p.�- BROOMED RAMP WINGS 8 FLARES r • RR'N MILLED CONCRETE GRASS OR NON WALKING SURFACE �TTrr W CURB TRANSITION NOTES: THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE CURB RAMP. THE SURFACE OF ALL CURB RAMPS SHALL BE BROOMED PERPENDICULAR TO THE SLOPE OF THE CURB RAMP. ALL FLARES AND WINGS SHALL BE BROOMED PERPENDICULAR TO SLOPE. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. THE RAMP FLARES SHALL BE CONSTRUCTED WITH A 10% SLOPE AT RIGHT ANGLES TO THE SLOPE OF THE CURB RAMP, TYPES II, III AND IV. THE SLOPE OF SIDEWALKS APPROACHING CURB RAMPS (OR THEIR FLARES) SHALL BE FLAT ENOUGH TO PROVIDE RECOVERY AREAS FOR WHEELCHAIRS ENTERING OR EXITING THE RAMPS. THE WORK OF CONSTRUCTING THESE RAMPS SHALL BE MEASURED AND PAID FOR AS A PART OF THE WORK FOR "CONCRETE SIDEWALKS", "CONCRETE MEDIAN SURFACING" OR "CONCRETE BIKEWAY". THE WORK OF MODIFICATION OF NEW OR EXISTING CURB WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK FOR WHICH DIRECT PAYMENT IS MADE. DETECTABLE WARNING PANEL: • SHALL BE PAID FOR BY THE SO. FT. • SHALL BE FROM THE APPROVED PRODUCT LIST • SHALL BE A CONTRASTING COLOR TO THE SURROUNDING SURFACING 'SHALL EXTEND THE FULL WIDTH OF THE 7" SLOPING CURB. ON THE RADIUS THE CORNERS SHOULD BE LOCATED SO THAT THEY ARE 6" TO 8" FROM THE BACK OF CURB. NEW CURB RAMPS SHALL HAVE CAST IN CONCRETE DETECTABLE WARNING PANELS. ,t INDICATES 2% SLOPE TOWARDS STREET. REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 303 CURB RAMPS FHWA, APPROVED: MARCH 22.2010 DATE ORIGINAL: MARCH 22, 2010 DATE Roadway Ooslan D Vol Q L2 CD 0rc [C, CROSSWALK 3" CONC. SLOPING CURB (SEE DETAIL) TYPE I CROSSWALK Q,_O„ 1N. 30" RAMP LENGTH WITH 2" RISE C �` / J '-4'-0" RAMP LENGTH V TYPE V WITH 3" RISE 11111111117111011111 TYPE VII TYPE II C CROSSWALK j CROSSWALK 30' RAMP LENGTH i.— -WITH 2" RISE 1111®1111II 9 q -p 3" CONC. SLOPING -0 5'-0" � CURB (SEE DETAIL) TYPE VI TYPE III CROSSWALK TYPE IV LEGEND DETECTABLE WARNING PANEL BROOM£D CURB RAMPS BROOMEO RAMP WINGS d FLARES N‘\�{ MILLED CONCRETE GRASS OR NON WALKING SURFACE CURB TRANSITION REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 303 CURB RAMPS FHWYA APPROVED: MARCH 22,2010 DALE ORIGINAL: ARCH 22, 2010 DATE 0 0 0 MON I `L .J I ADAPTER PLATE BRACAEl (2 -EACH) F, DUAL SINGLE DETAILS OF POST AND ATTACHMENT ASSEMBLY DETAILS OF PLATFORM ASSEMBLY FOR; 12" MAILBOX 1'-O" MAILBOX SUPPORT POST CURBED SECTION DETAIL MOUNTING INSTRUCTIONS: MOUNT BRACKETS TO POST WITH 2-!s" x 27" HEX BOLTS AND LOCK WASHERS. FASTEN PLATFORM TOGETHER WITH 2-A" CARRIAGE BOLTS, FLAT WASHERS AND LOCK WASHERS THROUGH PLATFORM END SLOTS. FASTEN PLATFORM TO BRACKETS WITH 2- %" CARRIAGE BOLTS, FLAT WASHERS AND LOCK WASHERS THROUGH PLATFORM CENTER SLOTS. FOR DUAL MAILBOX INSTALLATIONS, FASTEN PLATFORMS AND ADAPTER PLATES TO BRACKETS WITH 4-3A" CARRIAGE BOLTS, FLAT WASHERS AND LOCK WASHERS THROUGH PLATFORM CENTER SLOTS. TO FASTEN MAILBOX TO PLATFORM: TYPE 1: USE 4-%" x %" HEX BOLTS WITH FLAT WASHERS AND LOCK WASHERS TYPE IA: USE 6-%" x %" HEX BOLTS WITH FLAT WASHERS AND LOCK WASHERS TYPE 2: USE 6-74" x 3A" HEX BOLTS WITH FLAT WASHERS AND LOCK WASHERS SEE DETAILS OF POST S ATTACHMENT ASSEMBLY 1'-O (41 tA Uu MAILBOX SUPPORT DETAIL NOTES: MAILBOXES SHALL BE LOCATED SO THAT THEY ARE ON THE RIGHT-HAND SIDE OF THE ROADWAY AS DETERMINED BY THE DIRECTION OF TRAVEL AS DESIGNATED BY THE LOCAL POSTMASTER FOR EACH DELIVERY ROUTE. ON ONE WAY STREETS MAILBOXES MAY BE ON THE LEFT SIDE IF DESIGNATED BY THE LOCAL POSTMASTER. WHERE A MAILBOX IS LOCATED AT A DRIVEWAY, IT SHALL BE PLACED ON THE FAR SIDE OF THE DRIVEWAY AS DETERMINED BY THE DIRECTION OF TRAVEL AS DESIGNATED BY THE LOCAL POSTMASTER FOR EACH DELIVERY ROUTE. NO MORE THAN TWO MAILBOXES MAY BE MOUNTED ON A SUPPORT STRUCTURE. REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.309 MAILBOX SUPPORT POST ORIGINAL: JANUARY 23. 2008 nu Roadway Design D 0 co tr N o I 0.00 CC 0 AO o 0'i ONGITUOINAL JOINT Lit 11- MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS FOR EACH SPACER BAR I' -O" I'-0" NO. 4 SPACER BARS 1 a iEXPANSION JOINT FILLER (APPLIES TO EXPANSION JOINTS ONLY) J / 0 \\\\\\\\\\\\\\\\\\\l\\\\\\\\\\\\\\\\ VAAVVAAAA\lAAAgvAAAAts.vAA AAUVA J 1'-O" 1'-0° I'-0" L1 L2 DOWEL BARS I" TEMPORARY FILLER DOWEL BAR HEIGHT AND DIAMETER PAVEMENT THICKNESS IT) MINIMUM BAR DIA. DOWEL BAR HEIGHT IT/2) SKEW TOLERANCE LESS THAN 10" 11/2" T/2 ± Va" 1/4" 10" OR MORE 111/2' T/2 2 I/2' I/n" 0 O 6'• ASSEMBLY PLAN PROFILE GRADE ELEVATION —� DOWEL BAR LOCATION TABLE L1 L2 L3 "BARS DESCRIPTION 12'-0" 6" 5" 12 12'-0" PAVEMENT 15'-0" 2'-6" 2'-5" 13 15'-0' PAVEMENT !INCLUDES 3'-0" SHOULDER) 16'-0" 3'-6" 3'-5" 13 16'-0" PAVEMENT (INCLUDES 4'-0" SHOULDER) 16'-0" 6" 5" 16 16'-0" RAMP & LOOPS 214'-6" 1'-6" 1'-5" VARIES PAVEMENT WITH CURB ?14'-6" 2'-6" 2'-5" VARIES PAVEMENT WITH CURB -->6'-0" 6" 5" VARIES IRREGULAR AREAS (WIDEN, FILLETS, GORE SLOPE AS SHOWN ON PLANS O O 0 O O O ti I" PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. L3 JOINT SEALANT (HOT POURED) NO. 4 SPACER BAR WELDED DIRECTION OF PLACEMENT 12 GAUGE CHAIR SECTION GREASE DOWEL BAR Oil EXPANSION TUBE SIDE ONLY PREFORMED EXPANSION JOINT FILLER (TO BE USED AT EXPANSION JOINTS ONLY) EXPANSION TUBE END CUT AND BEND EXPANSION JOINT (SUBSIDIARY) JOINT SEALANT (HOT POURED) - GREASE DOWEL BAR ON EXPANSION TUBE S10E ONLY S ( N `— EXISTING SLAB W R, i �- EXPANSION TUBE NEW SLAB NOTES: DOWEL BARS SHALL BE DRILLED TO A DEPTH OF D" INTO EXISTING SLAB AND GROUTED. SECTION NOTES: THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR EXPANSION ANO CONTRACTION JOINT SUPPORTS IN LIEU OF THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE ENGINEER, DOWEL BARS SHALL BE A MINIMUM OF 173" IN LENGTH, CENTERED ON JOINTS AND BE SMOOTH BARS. TIE BARS SHALL BE DEFORMED BARS, FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE LANES SHOWN, MAINTAIN THE SPACING OF THE 1'-6" DOWEL BARS AT 1'-0" INTERVALS. THE ENDS OF THE NO. 4 SPACER BARS SHALL NOT BE LESS THAN 3" FROM THE EDGES OF THE PAVEMENT OR THE LONGITUDINAL JOINT. THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE LONGITUDINAL TIE BARS IN LIEU OF THE TIE BAR PINS. IF A MECHANICAL TIE BAR PLACEMENT MACHINE IS NOT USED, TIE BAR PINS AS SHOWN SHALL BE USED, TIE, DOWEL & SPACER BARS SHALL CONFORM TO THE REOUIREMENTS OF THE STANDARD SPECIFICATIONS.. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCTION JOINTS SHALL BE EDGED WITH %" R. AT TIME OF CONCRETE PLACEMENT, CONCRETE PAVEMENT SHALL BE TINED UNLESS OTHERWISE SHOWN IN THE PLANS. EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS. PAVEMENT PLACED ADJACENT TO R.R. TRACKS REOUIRES 3 -EXPANSION JOINTS SPACED AT APPROX. 49'-6" INTERVALS. EXPANSION JOINTS SHALL NOT BE SKEWED. T- PAVEMENT THICKNESS THE DEPARTMENT REQUIRES THAT DOWEL BASKETS BE PLACED IN ALL CONTRACTION JOINTS WHICH ARE 6'-0" OR WIDER. THE DOWEL BASKETS SHALL BE PLACED TRANSVERSE TO THE DIRECTION OF THE PREDOMINANT TRAFFIC DIRECTION. R9 JUL II JOINT: EARLY SAW CUT R8 OCT. /0 CHANGED TIEING INFORMATION RT MAR. 05 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R9 8 TO 16 INCH CONCRETE PAVEMENT FHWA APPROVED: -fid‘C 14- 3/aokal DATE ORIGINAL: OCTOBER 25. 1994 4AIE Roadway Design DIv cion 0 0 o I n CC 0 is C o O—OW M JOINT SEALANT (HOT POURED) Kr" MAX. SEE JOINT DETAIL CONVENTIONAL SAWING DIRECTION OF PLACEMENT ---- NO. 4 SPACER BARS WELDED 3" MIN. CLEARANCE FROM EDGE OF SLAB - A MINIMUM OF 5 CHAIRS PLACED AT UNIFORM INTERVALS SHALL BE USED FOR EACH 12'-0" LANE GREASE THIS SIOE ONLY 12 GAUGE CHA R /,_0„ CONSTRUCTION JOINT Mi' DIA. Ie" SMOOTH BAR 45/" 3„ I 69 „ Ye. TIE BAR COUPLING e A c A 6, 316" DIA. SMOOTH BAR DETAILS OF "W" BAR ME" MAX. JOINT SEALANT (HOT POURED) 3(5" TIE BAR d COUPLING ROTATE BAR IF NECESSARY TO\ MAINTAIN 2" MIN. CLEARANCE — (OPTION 1) KEY TYPE NO. 5 HOOK AND W -BARS AT APPROX. 2'-9" CTRS. OR Ms" HOOK AND W -BARS AT APPROX. 2'-9" CTRS. WIDTH AS RECOMMENDED BY THE SAW MANUFACTURER (%" MINA OR 7- v met 2 LLI JOINT SEALANT - H w ti ) WW JOINT DETAIL THE DOWEL BAR SPACING SHALL BE THE SAME AS SHOWN FOR THE EXPANSION JOINT. REFER TO BAR LOCATION TABLE AND THE DOWEL BAR HEIGHT AND DIAMETER TABLE ON SHEET 1 OF 4. NO. 5 x 2'-6" TIE BARS ` AT APPROX. 2'-9" CTRS. -\ (HOT POURED) EARLY -SAW CUT SEE JOINT DETA.'L CONTRACTION JOINT LONGITUDINAL JOINT WITH JOINT SEALANT (HOT POURED) EXISTING SLAB fie MAX. JOINT SEALANT (HOT POURED) TIE BAR PINS (OPTION 2) KEY TYPE 3A" MAX. 16 GAUGE METAL -` TIE BAR PIN 12 GAUGE METAL PLATE 6" x 6" SOUARE SPOT WELD SPOT IL 30 MAX. 516" 12 GAUGE METAL PLATE 6" x 6" SQUARE NO. 5 x 1'-6" TIE BARS ON APPROX. 2'-9" CTRS. TO BE DRILLED AND GROUTED INTO EXISTING SLAB TIE BARS ARE TO BE INSTAL ED WHERE NEW CONCRETE PAVEMENT IS PLACED ADJACENT TO EXISTING CONCRETE PAVEMENT DETAILS OF TIE BAR KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL CONSTRUCTION JOINTS WHEN THE ADJACENT LANE IS NOT PLACED AT THE SAME TIME LONGITUDINAL JOINTS NOTE: NO TIE BARS SHALL BE CLOSER THAN 1'-3'TO A TRANSVERSE JOINT. ALL LONGITUDINAL JOINTS BETWEEN LANES AND BETWEEN LANES AND SHOULDERS MUST BE TIED. MEDIAN SHOULD NOT BE TIED. SEE JOINT DETAIL NEW SLAB ND. 5 x Z-6" TIE BARS ON APPROX. 2'-9" CTRS, WHEN T=6" TO IO", N0. 6 x 2'-6" TIE BARS ON APPROX. 2'-9" CTRS. WHEN T OVER 10" c\• ti \�- TIE BAR PINS SAWED WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME, THE LONGITUDINAL JOINT COMMCN TO THE LANES SHALL BE SAWED 12 GAUGE METAL CHAIR NOTE: T = PAVEMENT THICKNESS R9 JUL II JOINT: EARLY SAW CUT RB OCT. /0 CHANGED TILLING INFORMATION R7 MAR. 05 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R9 8 TO 16 INCH CONCRETE PAVEMENT FRWA APPROVED: £f -4"' OATS ORIGINAL: OCTOBER 25, 1994 DATE C O Roadway Design DI — LONGITUDINAL JOINTS (IF APPLICABLE) STOP TINING 6" FROM EDGE OF DRIVING LANE SAWED CONTRACTION JOINTS (TYP,) TINING WITH CONCRETE SHOULDER 0 vi O 0 Ui C 1:1; 4a TINING PARALLEL TO LONGITUDINAL JOINT 8" TYP. NOT TINED CENTERED ON JOINT STOP TINING 6" FROM EDGE OF DRIVING LANE INSIDE SHOULDER LONGITUDINAL JOINT (IF APPLICABLE) -Th LIMITS OF TINING OUTSIDE SHOULDER DRIVING LANES OUTSIDE SHOULDER TINING LIMITS GORE AREA NOTES: 16'-6" TRANSVERSE JOINT SPACING IS THE STANDARD JOINT SPACING REGARDLESS OF THE PAVEMENT THIC'RNESS, V VARIES FROM 10'-0" TO MAX, 16'-6", THE LONGITUDINAL JOINT BETWEEN THE SHOULDER AND THE 12'-0" DRIVING LANE IS NOT REQUIRED FOR SHOULDER WIDTHS OF 41-0" OR LESS, TRANSVERSE JOINTS FOR DOWELED CONCRETE PAVEMENT SHALL BE CONSTRUCTED PERPENDICULAR TO THE ROADWAY ALL CONCRETE SURFACES, NOT TINED, WILL REQUIRE TRANSVERSE BROOMING OR BURLAP DRAG. (NOT APPLICABLE TO SHOULDERS) R9 JUL II JOINT: EARLY SAW CUT RH OCT. 10 CHANGED TINING INFORMATION R7 MAR.05 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R9 8 TO 16 INCH CONCRETE PAVEMENT FHWA APPROVED: ho DATE ORIGINAL: OCTOBER 25. 1991 DATE Roadway Design Olviston Ni Ni Ni Ni 1\1 CONTRACTION JOINT REQUIRED EVERY 12'-0" WHEN DRIVEWAY LENGTH EXCEEDS 20'-0" DRIVEWAY Hr ALLEY MAJOR INTERSECTION COMMERCIAL DRIVEWAY -,z-V -15 V V V V V V V V V V INTERSECTION Ta' I 15' 15' INTERSECTION N Ni Fir Ni Ni Ni INTERSECTION JOINT LAYOUT (TYPICAL INTERSECTIONS WITH RAISED ISLANDS) DRIVEWAY ASPH, SHOULDER RURAL URBAN ASPH. SHOULDER N TYP. N NO SHOULDER DRIVING LANES NO SHOULDER LONGITUDINAL JOINTS CONC. SHOULDER -4 STOP TINING 2'-0" FROM BACK OF CURB INTERSECTION Ni 2'-0" LONGITUDINAL JOINTS — STOP TINING 2'-0" FROM BACK OF CURB TINING (TYP) r 8 TYP. NO7 TINED CENTERED ON JOINT - SAWED CONTRACTION JOINTS (TYP.) : V 5 ttC 41, SAWED CONTRACTION JOINTS (TYP,) RURAL TINING LIMITS WITH SURFACED SHOULDERS DRIVEWAY STOP TINING 6" FROM EDGE OF DRIVING LANE TINING PARALLEL TO LONGITUDINAL JOINT B" TYP. NOT TINED CENTERED ON JOINT STOP TINING 6" FROM EDGE OF DRIVING LANE FOR TRANSITION DETAILS SEE PLANS 2'-0" MIlL -"/ JOINT LAYOUT (TYPICAL INTERSECTIONS 8. DRIVES) INTERSECTION 92 STOP TINING 2'-0" FROM BACK OF CURB TINING LIMITS LEGEND Ni SAWED CONTRACTION JOINT LONGITUDINAL JOINT NOTES: N F— 16 -6' TRANSVERSE JOINT SPACING IS THE STANDARD Z\I JOINT SPACING REGARDLESS OF THE PAVEMENT THICKNESS. V VARIES FROM 10'-0" TO MAX. 161-6", Ni VARIABLE SPACING IS USED AROUND INTERSECTIONS AND LARGE DRIVEWAYS WHICH IS TIED TO 7HE CONCRETE LANES OR SHOULDERS TO 'MATCH THE JOINTS. ALL CONCRETE SURFACES, NOT TINED, WILL REQUIRE TRANSVERSE BOOMING OR BURLAP DRAG. (NOT APPLICABLE TO SHOULDERS) R9 JUL II JOINT: EARLY SAW CUT RB OCT. I0 C//ARCED TIMING INFORMATION R7 AIAR. 05 MULTIPLE CHANGES REV. NO, DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0,329 -R9 8 TO 16 INCH CONCRETE PAVEMENT FHWA APPROVED: DATE ORIGINAL: OCTOBER 25. 1994 DATE 000003. Con P 0 0 °o e 0 Ui PIPE DIA. GAUGE NOMINAL DIMENSIONS L ± 6" W ±2" A MIN, B MAX. C MIN. Y ±4%2" S APPROX, 12" 16 6'-0%" 2'-0" 43,4" 6" 6" 4'-3%" 2% 15" 16 7-1" 2'-6" 6" 8" 6" 3'-7/" 2% 18" 16 6'-1" 3'-0" 7" 10" 6" 3'-8" 2% 21" 16 7-1" 3'-8" 8%" l'-0" 6" 3'-I" 2% 24" 16 6'-1%" 4:-0" 9" l'-1" 6" 2'-8%" 2% 30" 14 61-13/4" 5'-0" 11" l'-4" 6" I'-!0%" 2% 36" 14 8'-1%" 6'-0" l'-2" I'-7" 6" 3'-1%" 2% 42" 12 8'-2" 7'-0" l'-4" 1'-10" 6" 2'-5" 2% 48" 12 7-2" P-6" /'-6" 2'-3" 6" 1'-8" 2% 54" 12 8,-4" 7-6" l'-6" 2'-6" 6" 1'-4" 2 60" 12 7_3" 7_6" I'-6" 7-9" 6" P-0" l 66" 12 81-3" 10'-0" 1'-6" 3'-0" 6" P-0" 1% 72" 12 8,-3" 10'-6" 1'-6" 3'-3" 6" l'-0" 1% 78" 12 8'-3" 1/'-0" 11-6" 3,-6" 6" I' -O" 1% 84" 12 81-3" 1l'-6" 1'-6" 3'-9" 6" I' -O" 1% END OF PAY LENGTH OF PIPE CULVERT PIPE SECTION CONNECTOR 'LUG c 1 I THREADED ROD CORNER PLATE METALLIC COATED METAL SKIRT SECTION IHOLES ON 12" CENTERS -MAX. (OPTIONAL) DETAILS OF METAL FLARED END SECTION (FOR CORRUGATED METAL PIPE) ROD HOLDER PIPE IF E THREADD ROD ELEVATION 12" MIN. CONNECTOR SECTION RIVETED OR BOLTED TYPICAL CONNECTIONS FOR CORRUGATED METAL PIPE DIAMETERS OF 12" TO 24" INCLUSIVE AND CORRUGATED METAL PIPE -ARCHES WITH RISE OF 11" TO 18" INCLUSIVE, THE SKIRT SECTION MAY BE ATTACHED WITH A 1" WIDE, 12 GAUGE METAL CONNECTOR STRAP AND %" x 6" BOLT AND NUT. THIS STRAP MAY BE USED ON PIPE WITH ANNULAR ENDS ONLY. EQUIV. DIA. SPAN RISE GAUGE NOMINAL DIMENSIONS L ± 6" W MIN. A MIN. B MAX. C MIN. Y ±41/y" S APPROX. 15" 17" 13" 16 7-0" 2'-6" 4%" 9" 6" 4'-S" 2% 18" 21" 15" 16 6'-0" 3'-0" 554" 10" 6" 4:-I" 2% 21" 24" 18" 16 6,-0" 3'-6" 654" 11%" 6" 3'-8" 2% 24" 28" 20" 16 7-0" 4'-0" 7" l'-2" 6" 3'-4%" 2% 30" 35" 24" 14 8,-0" 5'-0" 834" I'-4" 6" 4'-9%" 2% 36" 42" 29" 14 8,-0" 6'-3" 10%" I'-5%" 6" 4'-2" 2% 42" 49" 33" 12 8,-0" 7'-1" P-054" 1'-8" 6" 3'-7" 2% 48" 57" 38" 12 8'-0" 7'-6" 11-2" 2'-3" 6" 2'-9" 2% 54" 64" 43" 12 81-0" 7-6" l'-33%" 21-6" 6" 2'-2" 2% 60" 7/" 47" 12 7-0" 9'-6" P-5%" 7-9" 6" I'-7" 2% 66" 77" 52" 12 8'-0" 17_6" 1'-6" 3'-0" 6" I'-7" 2 72" 83" 57" 12 7-0" 11'-6" 1,-6" 3'-3" 6" 11-7" 2 END OF PAY LENGTH OF PIPE CULVERT SECTION CORNER PLATE METALLIC COATED METAL SKIRT SECTION PLAN HOLES ON 12" CENTERS -MAX. (OPTIONAL) ELEVATION DETAILS OF METAL FLARED END SECTION (FOR CORUGATED METAL PIPE -ARCH) NOTES: CONNECTOR STRAP, STIFFENER ANGLES AND MISCELLANEOUS HARDWARE SHALL BE METALLIC COATED. THE "Y" LENGTH MAY BE FABRICATED AS PART OF THE CULVERT. CONNECTOR SECTIONS AND CORNER PLATES FOR CORRUGATED METAL PIPE AND PIPE -ARCH FLARED END SECTIONS SHALL BE METALLIC COATED AND OF THE SAME GAUGE AS SKIRTS AND EACH SHALL BE METALLIC COATED. SKIRT SECTION FOR CORRUGATED METAL PIPE DIA. OF 12" TO 24" INCLUSIVE SHALL BE MADE IN ONE PIECE. SKIRT SECTION FOR CORRUGATED METAL PIPE -ARCHES WITH RISE OF 11" TO 22" INCLUSIVE SHALL BE MADE IN ONE PIECE. SKIRT SECTION FOR CORRUGATED METAL PIPE DIA. OF 30" TO 54" INCLUSIVE AND CORRUGATED METAL PIPE -ARCHES WITH RISE OF 27" TO 40" INCLUSIVE MAY BE MADE FROM TWO SHEETS JOINED BY RIVETING OR BOLTING ON CENTERLINE. SKIRT SECTION OF CORRUGATED METAL PIPE DIA. OF 60" AND LARGER, AND CORRUGATED METAL PIPE -ARCHES WITH RISE OF 44" AND LARGER SHALL BE MADE FROM THREE SHEETS JOINED BY RIVETING OR BOLTING AT EOUAL DISTANCES FROM CENTERLINE THE CENTER PANEL SHALL BE FURNISHED IN 10 GAUGE MATERIAL AND THE WIDTH OF THE CENTER PANEL SHALL BE GREATER THAN 20% OF THE PIPE PERIPHERY. MULTIPLE SHEET SKIRT SECTIONS SHALL HAVE 2" AKIN. LAP SEAMS. BOLTS OR RIVETS SHALL BE 38" DIA. (MIN.) AND ON 6" CENTERS (MAX.). TYPICAL CONNECTIONS SHOWN MAY BE USED FOR HELICAL CORRUGATED METAL PIPE. FOR SKIRT SECTIONS OF 60" DIA. PIPE AND LARGER, AND CORRUGATED METAL PIPE -ARCHES WITH A RISE OF 49" AND LARGER, REINFORCED EDGES TO BE SUPPLEMENTED WTH STIFFENER ANGLES PLACED JUST BELOW THE REINFORCED EDGES ON THE OUTSIDE OF THE SKIRT SECTION. THE ANGLES WILL BE 2" X 2" x %". THE ANGLES TO BE ATTACHED BY %" DIA. (MIN.) BOLTS AND NUTS AND ON 6" CENTERS (MAX,). R3 ALG.99 CHANGED NOTES R2 MAR. 89 SPAN. RISE SIZES FOR CM.PIPE'PRCH RI MAR. 85 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.410-R3 FLARED END SECTIONS FOR CULVERT PIPES APPROVED: FEBRUARY 22,1974 DATE C ALTERNATE MAY BE USED 3 CC C C 0 p N oow s NO. 4 REINFORCING BARS (FOR ALL SIZES OF PIPES) PLAN L I'-0" SECTION EQUIV. OIA. NOMINAL DIMENSIONS SPAN RISE L8 +6" C ±4' '/Z C ±2" R 1 R2 S APPROX. T MIN. 18" 23" 14" 6'-0" 2'-3" 31-9" 8%" 3,-0" 3" 6" 2.3 2%" 24" 30" 19" 6'-0" 3'-3" 2'-9" 9" 4'-0" 3" 7" 2.9 3" 30" 38" 24" 6'-0" 4'-6" I'-6" 10" 5'-0" 3" 9" 3 3%" 36" 45" 29" 8'-0" 5'-0" 3'-O" 11" 6'-0" 3" I'-0" 2.7 4" 42" 53" 34" 8'-0" 5'-0" 3'-O" 1'-4" 6'-6" 6" 1'-!" 2.6 4%" 48" 60" 38" 8'-0" 5'-0" 3'-0" ('-9" 7'-0" 6" P-2" 2.7 5" 54" 68" 43" 8'-0" 5'-0" 3'-0" 2'-!" 7'-6" 6" I'-4" 2.5 5%" 60" 76" 48" 8'-0" 5'-0" 3'-0" 2'-6" 8'-0" 6" I'-6" 2.5 6" ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE ELLIPTICAL PIPE) ALTERNATE MAY BE USED NO.4 REINFORCING BARS (FOR ALL SIZES OF PIPES) PLAN L SECTION EQUIV. DIA. NOMINAL DIMENSIONS SPAN RISE L8 ±6" C ±4' Y'/Z C W ±2" R 1 R2 S APPROX. T MIN. 18" 22" 14" 6'-0" 2'-3" 3'-9" 7" 3'-0" 2" ('-0" 2.2 2%" 24" 29" 18" 6'-0" 3,-3" 7-9" 9" 4'-0" 3" ('-2" 2.4 3" 30" 36" 23" 8'-0" 4'-0" 4'-0" 10" 5'-0" 3" I'-3" 2.3 3%" 36" 44" 27" 8'-O" 5'-0" 3'-0" (7" 6'-0" 6" I'-8" 2.4 4" 42" 51" 32" 8'-0" 5'-0" 3'-0" P-4" 6'-6" 6" ('-10" 2.4 4%" 48" 59" 36" 8'-0" 5'-O" 3'-0" ('-9" T-0" 6" I'-10" 2.3 5" 54" 65" 40" 8'-0" 5'-0" 3'-0" 2'-0" 7,-6" 6" 2'-0" 2.1 5%" 60" 74" 45" 8'-0" 5'-0" 31-0" 2'-3" 8'-0" 6" I'-9" 2 6" 72" 88" 54" 8'-4" 6'-6" P-10" 2'-1I" 10'-O" 6" 2'-0" 2 7" ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE PIPE—ARCH) NOTES — GROOVE END ON OUTLET END SECTION TOUNGE END ON INLET END SECTION (TYPICAL FOR ALL CONCRETE FLARED END SECTIONS) I'-0' NO. 4 REINFORCING BARS (FOR ALL SIZES OF PIPES) — END OF PAY LENGTH OF PIPE CULVERT PLAN PIPE DIA. NOMINAL DIMENSIONS LY +6" D ±4'/i' C W +2" R1 R2 S APPROX. T MIN. 12" 6'-0%" 2'-0" 4'-0%" 4" 2'-0" ('-0%" 9" 3 2" 15" 6'-1" 2'-3" 3'-10" 6" 2'-6" 1'-0%" 17" 3 2%" 18" 6'-1" 2'-3" 3'-10" 9" 3'-0" ('-3%" ('-0" 3 2%" 24" 6'-1%' 3'-7%' 2'-6" 9%" 4'-0" ('-4%" ('-2" 3 3" 30" 6'-/14" 4'-6" P-7%" I'-0" 5'-0" ('-6%" ('-3" 3 3%" 36" 8'-1%" 5'-3" 2'-103/" !'-3" 6'-0" 2'-03fs" ('-8" 3 4" 42" 81-2" 5'-3" 2'-11" ('-9" 6'-6" 2'-3%" ('-10" 3 4%" 48" 8'-2" 6'-0" 2'-2" 2'-0" 7'-0" 2'-4%" 1'-10" 3 5" 54" 8'-4" 5'-5" 2'-11" 2'-3" 7'-6" 2'-9%" 2'-0" 2.4 5%" 60" 8'-3" 5'-0" 3'-3" 2'-6" 8'-0" 3'-0%" 2'-0" 2 6" 66" 8'-3" 6'-6" ('-9" 2'-6" 9'-0" 3'-0%" 2'-0" 2 6%" 72" 8'-3" 6'-6" ('-9" 2'-6" 9'-0" 3'-7316" 2'-0" 2 7" PLAN SECTION ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE PIPE) CONCRETE FOR FLARED END SECTIONS SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF A.A.S.H. T.O. DESIGNATION M(70, 11206, AND A(207, FOR CLASS II PIPE. REINFORCEMENT IN THE "Y" SECTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF A.A.S.H. T.O. DESIGNATION M170, M206, AND M207, FOR CLASS II PIPE. IN ADDITION TO THE REINFORCING BARS SHOWN, REINFORCEMENT IN THE "B" SECTION SHALL HAVE A CROSS-SECTIONAL AREA EOUAL TO THAT OF ONE LAYER OF STEEL IN THE "Y" SECTION. R3 AUG.99 CHANGED NOTES R2 MAR.89 SPARRISE SIZES FOR C.M.PIPEARCH RI MAR. 85 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.410-R3 FLARED END SECTIONS FOR CULVERT PIPES APPROVED: FEBRUARY 22.1974 DATE 1'-0„ S 1 C DIAMETER + I" PLAN SECTION ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE PIPE) CONCRETE FOR FLARED END SECTIONS SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF A.A.S.H. T.O. DESIGNATION M(70, 11206, AND A(207, FOR CLASS II PIPE. REINFORCEMENT IN THE "Y" SECTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF A.A.S.H. T.O. DESIGNATION M170, M206, AND M207, FOR CLASS II PIPE. IN ADDITION TO THE REINFORCING BARS SHOWN, REINFORCEMENT IN THE "B" SECTION SHALL HAVE A CROSS-SECTIONAL AREA EOUAL TO THAT OF ONE LAYER OF STEEL IN THE "Y" SECTION. R3 AUG.99 CHANGED NOTES R2 MAR.89 SPARRISE SIZES FOR C.M.PIPEARCH RI MAR. 85 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.410-R3 FLARED END SECTIONS FOR CULVERT PIPES APPROVED: FEBRUARY 22.1974 DATE 0 00 9. TABLE 1 STANDARD INSTALLATIONS, SOILS AND MINIMUM COMPACTION REQUIREMENTS INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING LOWER SIDE TYPE 1 DO/24 MINIMUM NOT LESS THAN 3 IN. IF ROCK FOUNDATION, USE 00/12 MINIMUM, NOT LESS THAN 6 IN. 95% SW 90% SW, 95% ML, 100% CL, OR NATURAL SOILS OF EQUAL FIRMNESS TYPE 2 90% SW OR 95% ML 85% SW; 90% ML. 95% CL, OR NATURAL SOILS OF EQUAL FIRMNESS * TYPE 3 85% SW, 90% ML, OR 95% CL 85% SW, 90% ML, 95% CL. OR NATURAL SOILS OF EQUAL FIRMNESS TABLE 1 NOTES: * THE TYPE 3 INSTALLATION SHOWN IS THE NDOR MINIMUM STANDARD, USING EITHER A SHAPED TRENCH ACCORDING TO THE STANDARD SPECIFICATIONS, OR AT THE OPTION OF THE CONTRACTOR, THE BEDDING WITH COMPACTIONS AS SHOWN. ALLOWABLE FILL HEIGHTS FOR THE TYPE 1, 2, AND 3 INSTALLATIONS ARE SHOWN IN TABLE 4. NATURAL GROUND -\ OVER FILL THE SOIL IN THE LOWER SIDE ZONE, IF NOT IN SITU (OVER EXCAVATED), SHALL BE APPROVED MATERIAL AND COMPACTED AS SHOWN IN TABLE 1. OUTER BEDDING, SAME MATERIAL AND COMPACTION REQUIREMENTS AS HAUNCH AREA DO/6 (MIN.) DO (MIN.) DO PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE INLET AROUND THE CULVERT TO PREVENT SECONDARY FLOWS. DO/6 (MIN.) DO (MIN.) END SECTION ROADWAY PRISM OVER FILL - SW, ML, OR CL USE TYPICAL ROADBED COMPACTION AT MAX 6 IN. LIFT INTERVALS. - FLOW LINE (INVERT) BEDDING SEE TABLE 1 SPRING LINE HAUNCH AREA - SEE TABLE l FILL TO SPRING LINE LOWER SIDE SEE TABLE I ABOVE MIDDLE BEDDING, LOOSELY PLACED UNCOMPACTED BEDDING, SAME MATERIAL REQUIREMENTS AS HAUNCH AREA TRENCH DETAILS SHOWN ARE MINIMUM REQUIREMENTS FOR DESIGN AND CONSTRUCTION. PAYMENT FOR EXCAVATION IS BASED UPON THE GUIDELINES IN THE STANDARD SPECIFICATIONS. TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH APPROVED SAFETY PRACTICE. TYPICAL TRENCH INSTALLATION LIMITS OF BEDDING AND BACKFILL EXCAVATION, BEDDING AND EMBANKMENT SEQUENCE: TRENCH INSTALLATION: PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE OUTLET AROUND THE CULVERT TO PREVENT EROSION. END SECTION (A) DETERMINE THE FLOW LINE AND TRENCH BOTTOM ELEVATIONS. (B) DETERMINE THE SHAPE OF TRENCH, DECIDE IF SHORING IS NEEDED. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE SAFETY OF ALL WORKERS. EQUIPMENT AND MATERIALS IN THE TRENCH. (C) PLACE THE BEDDING MATERIAL (SEE TABLE 1) LOOSELY. (D) PLACE PIPE ON THE BEDDING AND COMPACT OUTER BEDDING, (SEE TABLE i). (E) PLACE AND COMPACT THE LOWER SIDE, HAUNCH AND OVERFILL MATERIAL AT 6 IN. INTERVALS. EMBANKMENT INSTALLATION: (A) DETERMINE THE FLOW LINE AND SPRING LINE ELEVATION. (B) IF FLOW LINE IS ABOVE THE NATURAL GROUND, PLACE AN EMBANKMENT AT LEAST 300 WIDE WITH 3:1 FORESLOPES OR FLATTER AT SPRING LINE ELEVATION. COMPACTED AT ROADBED REQUIRED COMPACTION. (C) IF THE FLOW LINE IS BELOW THE NATURAL GROUND BUT THE SPRING LINE IS ABOVE THE NATURAL GROUND, PLACE THE EMBANKMENT SIMILAR TO THE ONE IN STEP B. (0) EXCAVATE TO PROPER ELEVATION. (E) PLACE BEDDING MATERIAL (SEE TABLE 11 LOOSELY. (F) PLACE THE PIPE ON THE BEDDING MATERIAL AND COMPACT OUTER BEDDING MATERIAL (SEE TABLE 11. (G) PLACE AND COMPACT THE HAUNCH, LOWER SIDE AND OVERFILL MATERIAL AT 6 IN. INTERVALS, NOTES FOR TRENCH INSTALLATIONS: 1. COMPACTION AND SOIL SYMBOLS, I.E. 95% SW, REFER TO SW SOIL MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95%. 2. THE TRENCH TOP ELEVATION SHALL BE NO LOWER THAN 1 FT. BELOW THE BOTTOM OF THE PAVEMENT BASE MATERIAL. 3. SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONES. 4. THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 5. FOR TRENCH WALLS THAT ARE WITHIN IO DEGREES OF VERTICAL. THE COMPACTION OR FIRMNESS OF THE SOIL IN THE TRENCH WALLS AND LOWER SIDE ZONE NEED NOT TO BE CONSIDERED, 6. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE. REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.411 BEDDING AND BACKFILL REQUIREMENTS FOR CON RETE PIPE ORIGINAL: JUNE 6,2008 DATE Roadway Design TABLE 1 STANDARD INSTALLATIONS, SOILS AND MINIMUM COMPACTION REQUIREMENTS INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING LOWER SIDE TYPE 1 00/24 MINIMUM NOT LESS THAN 3 IN. IF ROCK FOUNDATION, USE 00/12 MINIMUM, NOT LESS THAN 6 IN. 95% SW 90% SW, 95% ML, OR 100% CL, TYPE 2 90% SW OR 95% ML 85% SW, 90% ML, OR 95% CL, TYPE 3 85% SW, 90% ML. DR 95% CL 85% SW, 90% ML, OR 95% CL, TABLE 1 NOTES: * THE TYPE 3 INSTALLATION SHOWN IS THE NDOR MINIMUM STANDARD, USING EITHER A SHAPED TRENCH ACCORDING 70 THE STANDARD SPECIFICA TIONS, OR AT THE OPTION OF THE CONTRACTOR, THE BEDDING WITH COMPACTIONS AS SHOWN. ALLOWABLE FILL HEIGHTS FOR THE TYPE 1, 2, AND 3 INSTALLATIONS ARE SHOWN IN TABLE 4. SPRING LINE V TABLE PIPE DIMENSIONS NOMINAL PIPE DIAMETER (INCHES) STANDARD OUTSIDE PIPE DIAMETER, DO (SPAN) ROUND PIPE ARCH PIPE H. ELLIP. PIPE V. ELLIP. PIPE 15 19.5 22.5 > 507. OF "COURSE FRACTION' 57 18 23 27 28.5 CL 21 26.5 31.5 24 30 34.5 36.5 27 33.5 41 30 37 43.25 45.5 36 44 51.75 54 38 42 51 60.13 63 44 48 58 68.5 71 49 54 65 76 80 55 60 72 85 89 61 66 79 97 67 72 86 102 106 73 78 93 114 79 84 100 118 123 85 90 107 96 114 102 121 108 128 TOP OF SUBGRADE NA TURAL GROUND A\ OUTER BEDDING, SAME MATERIAL AND COMPACTION REQUIREMENTS AS HAUNCH AREA FOUNDATION /A V"/A` MIDDLE BEDDING, LOOSELY PLACED UNCOMPAC TED BEDDING, SAME MATERIAL REQUIREMENTS AS HAUNCH AREA TABLE 3 SOIL CLASSIFICATION FOR BEDDING & BACKFILL ASTM SOIL GROUP SYMBOL D 2487 DESCRIPTION PERCENTAGE PASSING SIEVE SIZES I 1IN. / (40 mm) NO. 4 (4.75 mm) NO. 200 (0.075 mm) SW WELL GRADED SANDS AND GRAVELLY -SANDS: LITTLE OR NO FINES. NON PLASTIC 100/. > 507. OF "COURSE FRACTION' 57 ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY DR CLAYEY -FINE -SANDS, SILTS WITH SLIGHT PLASTICITY 100% > 50% CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY -CLAYS, SANDY -CLAYS, SILTY -CLAYS, LEAN CLAYS OVER FILL - SW, ML, OR CL USE TYPICAL ROADBED COMPACTION AT MAX 6 IN. LIFT INTERVALS FILL EMBANKMENT LOWER SIDE SEE TABLE 1 HAUNCH AREA - SEE TABLE I FILL TO SPRING LINE TYPICAL EMBANKMENT INSTALLATION NOTES FOR EMBANKMENT INSTALLATIONS: 1. COMPACTION AND SOIL SYMBOLS, I.E. 95% SW, REFER TO SW SOIL MATERIAL WITH A MINIMUM STANDARD PROCTOR COMPACTION OF 95%. 2. SOIL IN THE OUTER BEDDING, HAUNCH, AND LOWER SIDE ZONES, EXCEPT WITHIN THE DO/3 MIDDLE BEDDING, SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS THE MAJORITY OF THE SOIL IN THE OVERFILL ZONES. 3. SUBTRENCHES 3.1 A SUB TRENCH IS DEFINED AS A TRENCH WITH ITS TOP AT AN ELEVATION LOWER THAN 1 FT. BELOW THE BOTTOM OF THE PAVEMENT BASE MATERIAL. 3.2 THE MINIMUM WIDTH OF A SUB TRENCH SHALL BE 1.33D0, OR WIDER IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 3.3 FOR SUBTRENCHES WITH WALLS OF NATURAL SOIL, ANY PORTION OF THE LOWER SIDE ZONE IN THE SUBTRENCH WALL SHALL BE AT LEAST AS FIRM AS AN EOUIVALENT SOIL PLACED TO THE COMPACTION REQUIREMENTS SPECIFIED FOR THE LOWER SIDE ZONE, AND AS FIRM AS THE MAJORITY OF SOIL IN THE OVERFILL ZONE, OR SHALL BE REMOVED AND REPLACED WITH SOIL COMPACTED TO THE SPECIFIED LEVEL. GENERAL NOTES: WHEN IN-SITU LATERAL SOIL RESISTANCE IS NEGLIGIBLE, E.G. PEAT, MUCK, OR HIGHLY EXPANSIVE SOIL, EMBEDMENT SHALL BE PLACED AND COMPACTED AT THE DIRECTION OF THE ENGINEER. TO PROTECT THE PIPE AND BACKFILL DURING CONSTRUCTION, PROVIDE A MINIMUM OF 36 IN. OF COMPACTED FILL MATERIAL OVER THE TOP OF THE PIPE BEFORE ALLOWING ANY HEAVY EQUIPMENT TO TRAVERSE OVER THE PIPE. EXTREMELY HEAVY EQUIPMENT MAY REQUIRE LARGER COVER AS DETERMINED BY THE CONTRACTOR. THE PIPE VOLUME SHOULD NOT BE SUBTRACTED FROM THE VOLUME OF EXCAVATION. THESE DESIGN STANDARDS ARE MINIMUM. IF A MORE RESTRICTIVE DESIGN IS REQUIRED BY THE ENGINEER OR CULVERT MANUFACTURER, THEN THESE STANDARDS SHALL BE MODIFIED, CHANGES TO PAY ITEM QUANTITIES DUE TO UNFORESEEN SITE CONDITIONS SHALL BE CALCULATED AND INCORPORATED INTO THE CONTRACT THRU A CHANGE ORDER. BOTH ENDS OF THE PIPE SHALL BE SEALED WITH COHESIVE SOIL (AROUND THE PIPE EXTENDING 3 FT, TO 4 FT. FROM EACH END) TO PROTECT AGAINST INFILTRATION AND EROSION. BEDDING AND BACKFILL MATERIAL IS NOT PAID FOR DIRECTLY. BUT IS SUBSIDIARY TO THE LINEAR FEET OF CULVERT. BEDDING AND BACKFILL MATERIAL SHALL MEET ASTM D 2487 (SOIL GROUPS AS SHOWN IN TABLE 31. PERCENT COMPACTION SHALL BE DETERMINED IN ACCORDANCE WITH NDOR STANDARD TEST METHOD T 99. REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0.411 BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE Og ORIGINAL: JUNE 6. 2008 DAIS C O STANDARD INSTALLATIONS, SOILS AND MINIMUM COMPACTION REQUIREMENTS INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING LOWER SIDE TYPE 1 DD/24 MINIMUM NOT LESS THAN 3 IN. IF ROCK FOUNDATION,USE DO/12 MINIMUM, NOT LESS THAN 6 IN. 95% SW 907.SW, 957 ML. OR 100% CL, TYPE 2 90% SW OR 95% ML 857.SW, 90% ML, OR 95% CL, • TYPE 3 85% SW, 90% ML, OR 957 CL 857.SW, 90% ML, OR 95% CL, NOTES: * THE TYPE 3 INSTALLATION (SHADED) IN TABLE 4 IS THE MOOR STANDARD, USING EITHER A SHAPED TRENCH ACCORDING TO THE STANDARD SPECIFICATIONS, OR AT THE OPTION OF THE CONTRACTOR, THE BEDDING WITH COMPACTIONS AS SHOWN. INSTALLATION TYPE 2 AND TYPE 1 ARE IMPROVED METHODS IN ORDER TO SUPPORT HIGHER FILL HEIGHTS USING CLASS III, IV, AND V CIRCULAR CONCRETE PIPE. INSTALLATION TYPE I WILL PROVIDE THE BEST IN-SITU PERFORMANCE USING GREATER COMPACTION WITH GRANULAR BEDDING AND BACKFILL, THE CONTRACTOR WILL CHOOSE THE INSTALLATION TYPE AND CLASS OF PIPE. ACTUAL PROJECT FILL HEIGHTS MUST BE KNOWN IN ORDER TO USE TABLE 4, ROUND EQUIVALENT, NON -CIRCULAR PIPE SUCH AS ARCH OR ELLIPTICAL PIPE, MAY BE SELECTED, PROVIDED SUCH PIPE ARE DESIGNED AND MANUFACTURED TO THE SAME D -LOADS AND ULTIMATE STRENGTHS (SEE TABLE 5) AS THE SELECTED CIRCULAR PIPE FROM THE FILL HEIGHT TABLE. TABLE 5 D—LOADS FOR CONCRETE PIPE PIPE CLASS III IV V D -LOAD TO PRODUCE A 0.01 -IN. CRACK 1350 2000 3000 D -LOAD TO PRODUCE THE ULTIMATE LOAD 2000 3000 3750 NOTES: LOAD ON PIPE IN POUNDS PER LINEAR FOOT = D -LOAD X INSIDE SPAN IN FEET D -LOAD = TEST LOAD EXPRESSED IN POUNDS -FORCE PER LINEAR FOOT PER FOOT OF DIAMETER TABLE 4 MAXIMUM FILL HEIGHTS (FEET) FOR STANDARD DESIGN (AASHTO M 170) ROUND CONCRETE PIPE TABLE 4 NOTES: AASHTO M 170 SPECIFICATIONS ARE MODIFIED AS FOLLOWS: ONLY SINGLE INNER CAGE, CIRCULAR REINFORCING IS ALLOWED FOR CLASS III, 15, 18, 2!, AND 24 IN. ROUND RCP AS SHOWN: PIPE MINIMUM CIRCUMFERENTIAL SIZE (IN.) CLASS REINFORCING (IN.2/FT. OF PIPE WALL) 15 18 21 24 II I II 111 III 0.08 0.10 0.12 0.14 APPLICABLE SPECIFICATIONS: AASHTO M 170 ---ROUND RCP AASHTO M 206 ---ARCH RCP AASHTO M 207 ---ELLIPTICAL RCP GENERAL NOTES: FILL HEIGHTS SHOWN IN TABLE 4 WERE DEVELOPED USING ASCE STANDARDS FOR DIRECT DESIGN OF BURIED PRECAST CONCRETE PIPE, MANUFACTURED IN ACCORDANCE WITH AASHTO M 170 SPECIFICATION REQUIREMENTS (SEE TABLE 4 FOOTNOTE FOR EXCEPTIONS), FILL HEIGHTS SHOWN APPLY ONLY TO ROUND PIPE (UNDER FULL FLOW CONDITIONS), USED UNDER RIGID AND FLEXIBLE PAVEMENT, WITH SOIL OVERFILL WEIGHING 120 POUNDS PER CUBIC FOOT. UNDER SPECIAL CIRCUMSTANCES (WHERE PAVEMENT IS NOT USED AND LIVE LOAD BECOMES CRITICAL, OR DIFFERENT SOIL DENSITY IS ENCOUNTERED, OR THE ONE FOOT MINIMUM CLEARANCE FROM THE BOTTOM OF THE PAVEMENT TO THE TOP OF THE PIPE CANNOT BE MAINTAINED) THESE FILL HEIGHTS MAY NEED TO BE MODIFIED. DEEPER FILL HEIGHTS MAY BE USED BY SUBMITTING A SPECIAL STANDARD INSTALLATION DIRECT DESIGN (SIDD) FOR NDOR APPROVAL. CONCRETE PIPE DESIGNS THAT ARE NOT SHOWN IN APPLICABLE AASHTO SPECIFICATIONS WILL BE CONSIDERED SPECIAL DESIGNS THAT MUST BE SUBMITTED TO NDOR FOR APPROVAL. REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.411 BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE IJI /8 ORIGINAL: JUNE 6, 200B OUE INSTALLATION TYPE 3* INSTALLATION TYPE 2 INSTALLATION TYPE 1 PIPE SIZE (IN.) mall(AIITORCSLITA;DARCDLA:iss CLASSIII 1 I CLASS CLASS CLASSIII CLASS CLIV ASS 15 12 17 24 15 16 19 22 26 30 23 28 40 24 11111111111� 25 37 45 18 21 13 19 26 16 24 32 24 13 19 26 17 2433 27 13 17 26 17 211 34 51 ®� 20 21 30 12 14 25 15 17 32 36 10 16 24 13 21 31 20 47 42 10 15 23 13 19 29 20 fl 44 48 10 14 22 13 18 29 54 10 14 13 17 20 27 MIE 60 9 14 12 18 19 28 111E111111E111 19 28 66 9 14 12 18 72 9 14 12 18 78 9 12 19 . 84 9 12 90 9 12NI 20 96 9 12 is 20 102 10 13 108 10 14 22 TABLE 4 NOTES: AASHTO M 170 SPECIFICATIONS ARE MODIFIED AS FOLLOWS: ONLY SINGLE INNER CAGE, CIRCULAR REINFORCING IS ALLOWED FOR CLASS III, 15, 18, 2!, AND 24 IN. ROUND RCP AS SHOWN: PIPE MINIMUM CIRCUMFERENTIAL SIZE (IN.) CLASS REINFORCING (IN.2/FT. OF PIPE WALL) 15 18 21 24 II I II 111 III 0.08 0.10 0.12 0.14 APPLICABLE SPECIFICATIONS: AASHTO M 170 ---ROUND RCP AASHTO M 206 ---ARCH RCP AASHTO M 207 ---ELLIPTICAL RCP GENERAL NOTES: FILL HEIGHTS SHOWN IN TABLE 4 WERE DEVELOPED USING ASCE STANDARDS FOR DIRECT DESIGN OF BURIED PRECAST CONCRETE PIPE, MANUFACTURED IN ACCORDANCE WITH AASHTO M 170 SPECIFICATION REQUIREMENTS (SEE TABLE 4 FOOTNOTE FOR EXCEPTIONS), FILL HEIGHTS SHOWN APPLY ONLY TO ROUND PIPE (UNDER FULL FLOW CONDITIONS), USED UNDER RIGID AND FLEXIBLE PAVEMENT, WITH SOIL OVERFILL WEIGHING 120 POUNDS PER CUBIC FOOT. UNDER SPECIAL CIRCUMSTANCES (WHERE PAVEMENT IS NOT USED AND LIVE LOAD BECOMES CRITICAL, OR DIFFERENT SOIL DENSITY IS ENCOUNTERED, OR THE ONE FOOT MINIMUM CLEARANCE FROM THE BOTTOM OF THE PAVEMENT TO THE TOP OF THE PIPE CANNOT BE MAINTAINED) THESE FILL HEIGHTS MAY NEED TO BE MODIFIED. DEEPER FILL HEIGHTS MAY BE USED BY SUBMITTING A SPECIAL STANDARD INSTALLATION DIRECT DESIGN (SIDD) FOR NDOR APPROVAL. CONCRETE PIPE DESIGNS THAT ARE NOT SHOWN IN APPLICABLE AASHTO SPECIFICATIONS WILL BE CONSIDERED SPECIAL DESIGNS THAT MUST BE SUBMITTED TO NDOR FOR APPROVAL. REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.411 BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE IJI /8 ORIGINAL: JUNE 6, 200B OUE Roadway Design Division NATURAL GROUND \ A\ 0 (MIN.) SEE TABLE 2 - OUTSIDE CROWN COMPACTED GRANULAR MATERIAL LIFT LINES AT 6" MAX. INTERVALS (TYPICAL) SEE REQUIRED ROADBED COMPACTION TRENCH DETAILS SHOWN ARE MINIMUM REQUIREMENTS FOR DESIGN AND CONSTRUCTION. PAYMENT FOR EXCAVATION IS BASED UPON THE GUIDELINES IN THE STANDARD SPECIFICATIONS. PIPE BOTTOM TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH APPROVED SAFETY PRACTICE. TYPICAL TRENCH INSTALLATION TABLE 1 SOIL_ CLASSIFICATION FOR GRANULAR FILL MATERIAL PLASTIC PIPE MCCMP & PCCMP SOIL GROUP SYMBOL D 2487 DESCRIPTION Y. PASSING SIEVE SIZES 11/2IN. NO. 4 NO. 200 GW WELL GRADED GRAVEL AND GRAVEL -SAND MIXTURES; LITTLE OR NO FINES. 100% ( 50% OF F FRACTACTIONRN < 5% GP POORLY GRADED GRAVEL AND GRAVEL -SAND MIXTURES; LITTLE OR NO FINES. SW WELL GRADED SAND AND GRAVEL -SANDS; LITTLE OR ND FINES. > 50% OFCOARSE F FRACTION SP POORLY GRADED SAND AND GRAVEL -SANDS; LITTLE OR NO FINES. 9 E.G. GW -GC SP -SM SAND AND GRAVELS WHICH ARE BORDER LINE BETWEEN CLEAN AND WITH FINES. 100% VARIES 5% TO 12% GM SILTY GRAVEL, GRAVEL - SAND -SILT MIXTURES. 100% ( 50% OF COARSE FRACTION 12% TO 50% GC CLAYEY -GRAVEL, GRAVEL- SAND -CLAY MIXTURES. SM SILTY SANDS, SAND -SILT MIXTURES. 50% OF>COARSE FRACTION PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE INLET AROUND THE CULVERT TO PREVENT SECONDARY FLOWS. END SECTION r TABLE 2 MINIMUM D (INCHES) ROADWAY PRISM / TOP OF SUBGRADE LIFT LINES AT 6" MAX. INTERVALS (TYP.1 12" MIN. SEE ROADBED COMPACTION REQUIREMENTS NOTES: • NATURAL GROUND COMPACTED GRANULAR MATERIAL TYPICAL EMBANKMENT INSTALLATION INSTALLATIONS AS SHOWN ARE REQUIRED UNDER ALL SURFACED ROADWAYS. BEDDING AND BACKFILL FOR DRIVE PIPE OR OTHER PIPE OUTSIDE THE ROADWAY PRISM (OR BACk OF CURB -LINE FOR URBAN PROJECTS) MAY BE INSTALLED USING SUITABLE EXISTING SOIL, PLACED AND COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. WHERE IN-SITU LATERAL SOIL RESISTANCE IS NEGLIGIBLE E.G. PEAT, MUCK, OR HIGHLY EXPANSIVE SOIL, EMBEDMENT SHALL BE PLACED AND COMPACTED AT THE DIRECTION OF THE ENGINEER. TO PROTECT THE PIPE AND BACKFILL DURING CONSTRUCTION, PROVIDE A MINIMUM OF 36" OF COMPACTED FILL MATERIAL OVER THE TOP OF THE PIPE BEFORE ALLOWING ANY HEAVY EQUIPMENT TO TRAVERSE OVER THE PIPE. EXTREMELY HEAVY EQUIPMENT MAY REQUIRE LARGER COVER AS DETERMINED BY THE CONTRACTOR. PIPE VOLUME SHOULD NOT BE SUBTRACTED FROM THE VOLUME OF EXCAVATION. THESE DESIGN STANDARDS ARE MINIMUM. IF A MORE RESTRICTIVE DESIGN IS REQUIRED BY THE ENGINEER OR THE CULVERT MANUFACTURER, THEN THESE STANDARDS SHALL BE MODIFIED. CHANGES TO PAY ITEM QUANTITIES DUE TO UNFORESEEN SITE CONDITIONS SHALL BE CALCULATED AND INCORPORATED INTO THE CONTRACT BY A CHANGE ORDER. EXPOSED ENDS OF THE PIPE SHALL BE SEALED WITH COHESIVE SOIL (AROUND THE PIPE EXTENDING 3' TO 4' FROM EACH END) TO PROTECT AGAINST INFILTRATION AND EROSION. GRANULAR FILL MATERIAL IS NOT PAID FOR DIRECTLY, BUT IS SUBSIDIARY TO THE LINEAR FEET OF CULVERT. GRANULAR MATERIAL SHALL MEET ASTM D 2487 (SOIL GROUP AS SHOWN IN TABLE IL MATERIAL SHALL BE COMPACTED TO AT LEAST 90% PROCTOR TEST DENSITY. PERCENT COMPACTION SHALL BE DETERMINED IN ACCORDANCE WITH NDOR STANDARD TEST METHOD T 99. LIMITS OF BEDDING AND BACKFILL PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE OUTLET AROUND THE CULVERT TO PREVENT EROSION. END SECTION REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.411 BEDDING AND BACKFILL REQUIREMENTS FOR MCCMP, PCCMP, & PLASTIC PIPE j 0 ORIGINAL: / JUNE 6, 2008 DOE TRENCH INSTALLATION EMBANKMENT INSTALLATION NOMINAL PIPE DIAMETER (INCHES) METAL PIPE PLASTIC PIPE METAL PIPE PLASTIC PIPE 15 8 8 15 15 18 9 9 18 18 24 9 9 24 24 30 10 10 24 24 36 11 11 24 24 42 24 24 48 24 24 54 24 24 60 24 24 66 24 24 72 24 24 78 24 24 84 24 24 ROADWAY PRISM / TOP OF SUBGRADE LIFT LINES AT 6" MAX. INTERVALS (TYP.1 12" MIN. SEE ROADBED COMPACTION REQUIREMENTS NOTES: • NATURAL GROUND COMPACTED GRANULAR MATERIAL TYPICAL EMBANKMENT INSTALLATION INSTALLATIONS AS SHOWN ARE REQUIRED UNDER ALL SURFACED ROADWAYS. BEDDING AND BACKFILL FOR DRIVE PIPE OR OTHER PIPE OUTSIDE THE ROADWAY PRISM (OR BACk OF CURB -LINE FOR URBAN PROJECTS) MAY BE INSTALLED USING SUITABLE EXISTING SOIL, PLACED AND COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. WHERE IN-SITU LATERAL SOIL RESISTANCE IS NEGLIGIBLE E.G. PEAT, MUCK, OR HIGHLY EXPANSIVE SOIL, EMBEDMENT SHALL BE PLACED AND COMPACTED AT THE DIRECTION OF THE ENGINEER. TO PROTECT THE PIPE AND BACKFILL DURING CONSTRUCTION, PROVIDE A MINIMUM OF 36" OF COMPACTED FILL MATERIAL OVER THE TOP OF THE PIPE BEFORE ALLOWING ANY HEAVY EQUIPMENT TO TRAVERSE OVER THE PIPE. EXTREMELY HEAVY EQUIPMENT MAY REQUIRE LARGER COVER AS DETERMINED BY THE CONTRACTOR. PIPE VOLUME SHOULD NOT BE SUBTRACTED FROM THE VOLUME OF EXCAVATION. THESE DESIGN STANDARDS ARE MINIMUM. IF A MORE RESTRICTIVE DESIGN IS REQUIRED BY THE ENGINEER OR THE CULVERT MANUFACTURER, THEN THESE STANDARDS SHALL BE MODIFIED. CHANGES TO PAY ITEM QUANTITIES DUE TO UNFORESEEN SITE CONDITIONS SHALL BE CALCULATED AND INCORPORATED INTO THE CONTRACT BY A CHANGE ORDER. EXPOSED ENDS OF THE PIPE SHALL BE SEALED WITH COHESIVE SOIL (AROUND THE PIPE EXTENDING 3' TO 4' FROM EACH END) TO PROTECT AGAINST INFILTRATION AND EROSION. GRANULAR FILL MATERIAL IS NOT PAID FOR DIRECTLY, BUT IS SUBSIDIARY TO THE LINEAR FEET OF CULVERT. GRANULAR MATERIAL SHALL MEET ASTM D 2487 (SOIL GROUP AS SHOWN IN TABLE IL MATERIAL SHALL BE COMPACTED TO AT LEAST 90% PROCTOR TEST DENSITY. PERCENT COMPACTION SHALL BE DETERMINED IN ACCORDANCE WITH NDOR STANDARD TEST METHOD T 99. LIMITS OF BEDDING AND BACKFILL PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE OUTLET AROUND THE CULVERT TO PREVENT EROSION. END SECTION REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.411 BEDDING AND BACKFILL REQUIREMENTS FOR MCCMP, PCCMP, & PLASTIC PIPE j 0 ORIGINAL: / JUNE 6, 2008 DOE 0 0 0 C 6" 0 BARS IN TOP BENT AS SHOWN 6" 2„ TRANSVERSE BARS BARS IN SIOE BENT AS SHOWN VERTICAL BARS SIDE ELEVATION DETAILS OF COLLARS BARS IN BOTTOM BENT AS SHOWN TRANSVERSE BARS END ELEVATION _4"x 4" - W2.1 x W2.1 WELDED WIRE FABRIC MORTAR FILLED JOINT NO. 4 BARS NO. 4 x 30" BARS CENTERED ON CUT CUTTING DETAIL WELDED WIRE FABRIC DETAILS OF CONCRETE ELBOWS NO. 4 BARS WELDED WIRE FABRIC CAGES 12" THROUGH 24" PIPE DIAMETERS WELDED WIRE NO. 4 BARS FABRIC CAGES OVER 24" PIPE DIAMETER BAR LOCATION DETAILS BENDING DETAIL WELDED WIRE FABRIC DATA FOR PRECAST ELBOWS SIZE OF PIPE IV MINIMUM BAND THICKNESS A MAXIMUM L°6' L.7111 12" 1" 90° 90° 15" 1" 90° 90° 18" 1" 90° 90° 21" 1" 90° 90° 24" 1%" 90° 90° 27" 1%" 90° 90° 30" 1%" 90° 90° 36" 1%" 81° 90° 42" 1%" 73° 90° 48" !%" 66° 88° 54" 2" 60° 81° 60" 2" 55° 75° SCHEDULE OF BARS FOR COLLAR SIZE OF PIPE A HUMBER OF BARS REINF. STEEL ILOS.) .EnEalNO. 0° 0.30 ONE 510E B00 2" 4 30° 4 36 45° ® NO. 4 f� 4 in0 35 18" NO. 4 36 4 0.43 4 21" NO. 4 12 Ka 0° a 38 NO. 4 12 0 2 rifill 44 NO. 4 /2 Q 21" 0° 30" NO. 4 ® 4 © 5 36" NO. 4 /2 4 2 5 42" NO. 4 ® 5 3 6 48" NO. 4 12 ©© 0.86 5/ 54" NO. 4 ®© 45 3 0.70 60" NO. 4 ®©© 52 45° 0.99 DATA FOR COLLARS SIZE OF PIPE '0• A CONCRETE (MY/n.1 REINF. STEEL ILOS.) 12" 0° 0.30 32 15° 0.33 33 30° 0.36 36 45° 0.39 37 15" 0° 0.36 35 15° 0.40 36 30° 0.43 38 45° 0.47 40 18" 0° 0.42 38 15° 0.49 41 30° 0.56 44 45° 0.64 46 21" 0° 0.47 40 15° 0.55 42 30° 0.64 46 45° 0.74 48 24" 0° 0.53 43 15° 0.63 45 30° 0.74 49 45° 0.86 5/ 27" 0° 0.57 45 15° 0.70 48 30° 0.84 52 45° 0.99 55 30" 0° 0.63 49 15° 0.79 53 30° 0.96 57 45° 1.14 61 36" 0° 0.77 53 15° 1.01 58 30° 1.26 63 45° 1.53 68 42" 0° 0.96 65 15° 1.32 72 30° 1.69 80 45° 2.09 91 48" 0° 1.16 68 15° 1.66 77 30° 2.19 86 45° 2.75 95 54" 0° 1.34 75 15° 2.0/ 84 30° 2.70 95 45° 3.44 106 60" 0° 1.54 77 15° 2.39 89 30° 3.28 100 45° 4.23 /13 NOTES: THE DIMENSIONS FOR CONCRETE PIPE SHOWN ON THIS PLAN ARE FOR CLASS III REINFORCED CONCRETE PIPE, AASHTO DESIGNATION A0I70, WALL "8". ALL QUANTITIES ARE BASED ON DIMENSIONS SHOWN ON THIS PLAN. NO ADJUSTMENTS WILL BE MADE IN THESE QUANTITIES IF OTHER STRENGTH STANDARD PIPE IS FURNISHED IN ACCORDANCE WITH THE SPECIFICATIONS OR IF COLLARS ARE USED ON PIPE OTHER THAN CONCRETE. WHEN A CONCRETE COLLAR, CONNECTING EXISTING AND NEW CONCRETE PIPE, IS CONSTRUCTED WITH A BEND, IT SHALL BE CONSIDERED AS A COLLAR NOT AN ELBOW. ALL REINFORCING STEEL USED SHALL CONFORM TO THE REQUIREMENTS OF THE ASTM DESIGNATIONS A615/A6/5M, GRADE 60. ALL BAR DESIGNATIONS ARE IN CUSTOMARY U.S. UNITS. ALL CONCRETE USED SHALL BE CLASS 47B-3000. FOR A SINGLE LINE OF REINFORCING WIRE MESH, TIE REINFORCING BARS ON THE OUTSIDE OF THE CAGE. FOR A DOUBLE LINE OF REINFORCING WIRE MESH, TIE REINFORCING WIRE MESH ON THE INSIDE OF THE OUTSIDE CAGE. REINFORCING BARS SHALL BE LAPPED WHERE THE BEND IS MADE. REINFORCING WIRE MESH SHALL BE LAPPED AND TIED WHERE THE BEND IS MADE. WELDED WIRE FABRIC OR EQUAL SHALL BE LAPPED 12" AT SPLICES. THE ORIENTATION OF THE PIPE SHALL BE MARKED WHEN CASTING TO ASSURE ADEQUATE REINFORCING BAR EMBEDMENT AND PROPER ALIGNMENT WHEN CUTTING AND ROTATING. ALL PIPE DIMENSIONS SHOWN ARE NOMINAL. R4 JN 07 REMOJED REFERENCE TO CONC. AW -:009 R3 AUG 99 COMPUTER FILE/CHNGES R2 AUG 82 REVISED ELBOW CONSTRUCTION REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 425-R4 COLLARS AND ELBOWS FOR CONCRETE PIPE APPROVED: FEBRUARY 22, 1974 Out Roadway Design D SLAB REINFORCING BARS (SEE TABLE NO. U 2 -NO. 5 BARS x 3'-0" (8 REQUIRED) LIFT BARS AS REQUIRED (SEE SHEET 2 OF 3) C=►■\■■■■■■■■ mEtA•itIMINNIN \\■■■■ ■ MIIINEMENEM I■■■■■■■■■■J FLAT SLAB BASE TRAFFIC PLACE STEPS AS SHOWN MANHOLE TOP ELEV. AS SHOWN ON PLANS MANHOLE (TELESCOPIC TYPE) -� GROUT BRICK OR 26" PRECAST CONCRETE RISER CONCRETE FLAT SLAB TOP 4.8 a= 1-7 TABLE NO. I BASE AND TOP SLAB FOR ROUND MANHOLE MANHOLE DIAMETER SLAB REINFORCING BAR SIZE AND SPACING 48" - 60" NO. 4 AT 6" CTRS. 66" & 72" NO. 5 AT 7%" CTRS. 84" & 96" NO. 5 AT 6/Z" CTRS. 120" NO. 5 AT 5%" CTRS. SLAB REINFORCING BARS !SEE TABLE NO. 1) r MANHOLE (NON -TELESCOPIC TYPE) 26" DIA. 26" DIA. MANHOLE STEPS Ai 16" CTRS. 1.25 TIMES 0.D CAST IN PLACE CONCRETE BENCH LARGEST PIPE MANHOLE DIA. (SEE TABLE NO. 3) SLOPE TO DRAIN 8" B" x B" x I'-0" PRECAST LEVEL BLOCK - PLACE AS REQUIRED TO SUPPORT BOTTOM BARREL SECTION SLAB REINFORCING BARS !SEE TABLE NO. U - TYPE "A" FLAT SLAB TOP ELEV. AS SHOWN ON PLANS PRECAST CONCRETE BARREL SECTION AS (SEE TABLE NO. 21 6„ I -- BASE REINFORCING BARS (SEE TABLE NO. i) FLOWLINE ELEVATION AS SHOWN ON PLANS TYPE "A" AND 'B" BASE TOP OF PRECAST CONCRETE TOP SECTION TABLE NO. 2 CIRCUMFERENTIAL REINFORCEMENT PER FOOT OF BARREL DIAMETER BARREL SECTION AREA OF STEEL A s ISO. IN./FT.) 84" 0.37 96" 0.47 120" 0.70 TRAFFIC PLACE STEPS AS SHOWN /- MANHOLE (TELESCOPIC TYPE) FRAME SECTION FLANGE SECTION ECCENTRIC CONE SECTION BASE REINFORCING BARS (SEE TABLE NO. 11 TABLE NO. 3 MANHOLE SIZE BASED ON LARGEST PIPE INTO MANHOLE LARGEST PIPE DIAMETER MINIMUM MANHOLE DIAMETER 24" OR LESS 48" 30" 54" 36" 60" 42" 66" 48" 72" 54" 84" 66" 96" B4" 120" TYPE "B" MANHOLE !NON -TELESCOPIC TYPE) CAST IRON RING AND COVER L26" DIA. MANHOLE DIAMETER !SEE TABLE 110,31 FOR DETAILS NOT SHOWN, SEE TYPE "A" MANHOLE t" ILL 2" SECTION E -E Nf 4- END ELEVATION t' E PLAN STEPS AT 16" CTRS. DETAILS OF CAST IRON STEP NOTES DIMENSION "A" SHALL BE THE DIFFERENCE BETWEEN THE MANHOLE TOP ELEVATION AND THE FLAT TOP ELEVATION FOR TYPE "A" MANHOLE. DIMENSION "A" SHALL BE THE DIFFERENCE BETWEEN THE TOP MANHOLE ELEVATION AND THE TOP OF THE ECCENTRIC TRANSITION SECTION FOR TYPE "B" MANHOLE. THE MIN. DIMENSION "A" SHALL BE 9" UNDER PAVEMENT AND ('-4" OUTSIDE THE PAVEMENT. DIMENSION "A" SHALL NOT EXCEED 2'-0". WHEN RECONSTRUCTING OR ADJUSTING TO GRADE AN EXISTING MANHOLE, TYPE "A" OR "B", DIMENSION "A" MAY BE INCREASED TO 5'-0" MAX., IF THE RECONSTRUCTION WOULD REQUIRE DIMENSION "A" TO BE IN EXCESS OF 5'-0", THEN THE CONE SECTION OF THE FLAT SLAB TOP MUST BE RAISED AND THE 2'-0" MAX. DIMENSION "A" WILL AGAIN APPLY. DIMENSION "C" SHALL BE THE DIFFERENCE BETWEEN THE FLOWLINE ELEVATION SHOWN ON THE PLANS AND THE FLAT SLAB TOP ELEVATION WHEN SHOWN ON THE PLANS, ONE OR MORE PRECAST CONCRETE BARREL SECTIONS MAY BE PROVIDED TO OBTAIN THE REQUIRED HEIGHT. THE CONTRACTOR MAY PROVIDE ANY COMBINATION OF STANDARD LENGTH PRECAST CONCRETE SECTIONS THAT ,'ILL EQUAL OR EXCEED DIMENSION "C". IF ADDITIONAL LENGTH IS PROVIDED, THE LEVEL BLOCKS SHALL BE SET AT THE PROPER ELEVATION BELOW THE FLOWLINE SO THAT THE FLAT SLAB TOP ELEVATION SHOWN ON THE PLANS WILL BE OBTAINED, ALL ADDITIONAL MATERIAL OR WORK REQUIRED SHALL BE AT THE CONTRACTOR'S EXPENSE. DIMENSION "H" SHALL BE THE DIFFERENCE BETWEEN THE FLOWLINE ELEVATION SHOWN ON THE PLANS AND THE MANHOLE TOP ELEVATION SHOWN ON THE PLANS. THE FURNISHING AND PLACING OF MANHOLE STEPS AND LIFT BARS SHALL BE SUBSIDIARY TO THE MANHOLE, MATCH TOP INSIDE SURFACES OF THE PIPES COMING INTO THE MANHOLE WHENEVER POSSIBLE. THE MANHOLE BENCH SHALL COME UP TO % THE DIA. OF THE LARGEST PIPE AND SLOPE UP 3" TO THE SIDE. CONTOUR THE BENCH TO DRAIN, THE MIN. CLEARANCE OF REINFORCING STEEL SHALL BE 2". BARREL DIA, SHOWN ON THE PLAN ARE THE MIN. DIA, THAT MAY BE USED AT EACH LOCATION. THESE DIA. ARE BASED ON CENTER BARREL SECTIONS WHICH ARE USUALLY AVAILABLE FROM THE FABRICATOR. THE CONTRACTOR MAY PROVIDE BARREL SECTIONS OF LARGER DIA. THAN SHOWN ON THE PLAN. NO ADDITIONAL PAYMENT SHALL BE MADE FOR BARREL SECTIONS OF A LARGER DIA, THAN SHOWN ON THE PLANS. EACH SECTION SHALL BE SET IN A FRESH BED OF MORTAR AND POINTED UP INSIDE AND OUT, OR A COLD FORMED JOINT MATERIAL CONFORMING TO FEDERAL SPECIFICATIONS SS -S-00210. THE CONTRACTOR MAY, AT HIS OPTION, CAST -IN-PLACE THE FIRST SECTION OF THE MANHOLE WHEN THE STANDARD KNOCKOUTS ARE NOT AVAILABLE, THE CONCRETE WALL THICKNESS AND REINFORCING STEEL AREA SHALL BE AS SHOWN FOR THE RESPECTIVE "H" DIMENSION IN CHART NO. I FOR MANHOLE TYPE "C". THE MIN. LS AND SS DIMENSION SHALL BE OF SUFFICIENT DIMENSION TO ACCOMMODATE PIPES ENTERING THE RESPECTIVE WALL, THE TOP OF THE CAST -IN-PLACE SECTION SHALL BE FORMED TO THE SAME DIA, AS THE RESPECTIVE PRECAST SECTION. UNLESS SPECIFIED IN THE PLANS, THE CONTRACTOR MAY DETERMINE THE TYPE MANHOLE TO BE CONSTRUCTED, THE CONTRACTOR MAY, AT HIS OPTION, USE TRANSITION SECTIONS TO REDUCE THE BARREL SIZE OF THE MANHOLE. DIMENSION "A" CANNOT EXCEED 2'-0" ON THE 26" DIA. RISER SECTION, WHEN USING BRICK FOR THE FINAL ADJUSTMENT OF THE FLANGE SECTION, A DOUBLE ROW OF BRICK PLASTERED %" THICK INSIDE AND OUT SHALL BE USED. THE BRICK SHALL CONFORM TO REQUIREMENTS OF ASTM C'32. PRECAST MANHOLE SECTIONS MAY BE SET WITH EITHER THE TONGUE END UP OR THE GROOVE END UP. %" GRADE 60 STEEL REINFORCEMENT SECTION D -D STEPS AT 16" CTRS. DETAILS OF POLYPROPYLENE ENCAPSULATED STEEL ROD STEP (ALTERNATE DESIGN) RI NO/ 98 MULTIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.435-RI MANHOLE APPROVED: APRIL 4, 1988 DATE Roadway Design DI NO. 4 VERTICAL WALL BARS UNIFORMLY SPACED (NOT TO EXCEED 16" CTRS,) SECTION A -A 10" REINFORCED CONCRETE WALL 9" REINFORCED CONCRETE WALL 8" REINFORCED CONCRETE WALL NOTES LIFT BARS AT CORNERS OF SLAB IA 44 /0 15 20 25 30 35 DIMENSION "H", "HI" OR "H2" IN FEET 4 pp" ‚ii I S 15 i.. �-..1 ,50 t HORIZONTAL (SEE CHART 2" (TYP.) WALL BARS NO. I) LS ti SPS 1.06 5%" 0.44 0.68 0.96 6" S s ,A 0.88 s 1 SECTION A -A 10" REINFORCED CONCRETE WALL 9" REINFORCED CONCRETE WALL 8" REINFORCED CONCRETE WALL NOTES LIFT BARS AT CORNERS OF SLAB IA 44 /0 15 20 25 30 35 DIMENSION "H", "HI" OR "H2" IN FEET 5 10 /5 20 25 30 DIMENSION "H", "H " OR "H2" IN FEET 35 aqp. 4 pp" ‚ii I S 15 i.. �-..1 ,50 t NO.6 5" F SPS 1.06 5%" 0.44 0.68 0.96 6" S s ,A 0.88 s 1 0.57 0.81 7" 0.34 0.53 0.75 R 5 0.32 0.50 I 5 10 /5 20 25 30 DIMENSION "H", "H " OR "H2" IN FEET 35 aqp. frA.0 pp" ‚ii ,,,,.., 0.1 , 7 NO.4 5 10 15 20 25 30 35 DIMENSION "H", "H " OR "112" IN FEET CHART NO. I I" 0.96 0.90 cc Q CO -4 0.80 -4 0,70 0 Et o� �z J V J 3 0,60 fo 4.o ki 0,70 0? fa fc CC QW CZ) C3 1-12 LU H U W 0.10 cc 0,835 0.80 0.70 Y 0.71 0,60 0.50 0.40 0.30 0.20 WALL THICKNESS + 1 55 2 -NO. 5 x 3'-0" DIAGONAL BARS, B REQUIRED 11 !IIIA! 111 4 Fr /' 111111iirn: MEM lbO 1 1 uii11111 111111111.111111111 LS + (2 x TI) TOP SLAB CONCRETE RISER MANHOLE TELESCOPIC TYPE .I TRAFFIC PRIMARY SLAB BARS (SEE TABLE NO, 51 DISTRIBUTION BARS (SEE TABLE NO. 5) DISTRIBUTION BARS(SEE TABLE NO. 5) [MANHOLE (NON -TELESCOPIC TYPE) CONCRETE RISER Q PLACE STEPS AS SHOWN A CONCRETE BENCH DISTRIBUTION BARS (SEE TABLE NO. 51 CHART NO. 1 SHALL BE USED TO DETERMINE THE WALL THICKNESS AND THE AMOUNT OF HORIZONTAL REINFORCING STEEL REQUIRED FOR A PARTICULAR VALUE OF "H" AND A LONG SPAN DIMENSION "LS", TO USE THE CHART, LOCATE THE POINT OF INTERSECTION OF A VERTICAL "H" DIMENSION LINE WITH A SLOPING SPAN LENGTH LINE. FROM THIS POINT OF INTERSECTION, DRAW A HORIZONTAL LINE TO THE RIGHT TO FIND THE REQUIRED AMOUNT OF HORIZONTAL REINFORCING STEEL PER FOOT OF WALL HEIGHT. THE REQUIRED WALL THICKNESS WILL BE FOUND AT THE LEFT OF THE PARTICULAR CHART SECTION. EXAMPLE 1: GIVEN A MANHOLE WITH H = 13 FEET AND LONG SPAN LS = 6 FEET. FROM THE CHART FIND THAT A 8" THICK WALL WITH 0.40 SO. IN./FT. OF REINFORCING STEEL IS REQUIRED. THE HORIZONTAL BARS MAY BE NO, 4 AT 6" SPACING OR NO. 5 AT 9" SPACING. (SEE TABLE NO. 41 EXAMPLE 2: GIVEN A MANHOLE WITH H = 19 FEET AND LONG SPAN LS = 7.5 FEET. NOTE THAT THE CENTER SECTION OF THE CHART MUST BE USED WHICH INDICATES THAT A 9" THICK WALL IS REQUIRED. ON THE VERTICAL LINE REPRESENTING H = 19 FEET, FIND A POINT MIDWAY BETWEEN THE 7 -FOOT AND 8 -FOOT SPAN LENGTH LINES. THE REQUIRED AMOUNT OF HORIZONTAL REINFORCING STEEL WOULD THEN BE READ AS 0.73 SQ. IN./FT., WHICH COULD BE PROVIDED BY USING NO. 5 BARS AT 5" SPACING OR NO. 6 BARS AT 7" SPACING. (SEE TABLE NO, 4) THE WALL THICKNESS AND THE AMOUNT OF HORIZONTAL REINFORCING AS DETERMINED FROM THE CHART SHALL BE USED FOR ALL FOUR WALLS IN A PARTICULAR LIFT OR POUR. THE SAME WALL DESIGN MAY BE USED THROUGHOUT THE HEIGHT OF THE MANHOLE, OR A DIFFERENT WALL DESIGN FOR THE NEXT LIFT MAY BE DETERMINED BY REENTERING THE CHART WITH THE VALUES OF "HI" AND "LS" WALL DESIGN FOR ADDITIONAL LIFTS WOULD BE HANDLED IN THE SAME MANNER. WHEN DESIGNING A MANHOLE FROM CHART NO. 1, THE MINIMUM VALUE OF "H" SHALL BE 5 FEET (FOR DESIGN PURPOSES ONLY). THE MINIMUM HORIZONTAL REINFORCING SHALL BE NO. 4 BARS AT 12" CENTERS AND THE MINIMUM WALL THICKNESS SHALL BE 8". 6_' PRIMARY SLAB BARS (SEE TABLE NO. 51 r MANHOLE STEPS -! AT 16" CTRS. HORIZONTAL WALL BARS - (SEE CHART NO. I) -� NO. 4 VERTICAL WALL BARS FLOWLIN£ OF MANHOLE LS TI A T2 T, r NO. 4 DOWEL BARS TO MATCH VERTICAL WALL BARS (TYP.) PR MARY SLAB BARS (SEE TABLE NO, 5) WALL THICKNESS (SEE CHART NO, 11 I I1 PIPE WALL THICKNESS FOR DEFINITIONS OF DIMENSIONS "A", "C" AND "H", SEE SHEET I OF 3. TYPE "C" 0111 MOMOMMEM OIMEMOMMOM 111111111111911111 INIMMOMMILIMM MOMME OMNI LS + (2 ) T2) + 12" BASE PRIMARY SLAB BARS (SEE TABLE NO. 51 DISTRIBUTION BARS (SEE TABLE NO. 5) TABLE NO. 4 CROSS SECTIONAL AREAS IN SQUARE INCHES OF BARS IN WALL SECTIONS ONE FOOT HIGH SPACING BAR SIZE NO.4 NO.5 NO.6 5" 0.46 0.74 1.06 5%" 0.44 0.68 0.96 6" 0.40 0.62 0.88 6%" 0.37 0.57 0.81 7" 0.34 0.53 0.75 7%" 0.32 0.50 0.70 8" 0.30 0.47 0.66 8%" 0.28 0.44 0.62 9" 0.27 0.41 0.59 9%" 0.25 0.39 0.56 /0" 0.24 0.37 0.53 10%" 0.23 0.35 0.50 II" 0.22 0.34 0.48 11%" 0.21 0.32 0.46 12" 0.20 0.31 0.44 TABLE NO. 5 BASE AND TOP SLAB FOR RECTANGULAR MANHOLE SHORT SPAN DIMENSION SLAB THICKNESS "Y' PRIMARY SLAB REINFORCING BAR SIZE & SPACING DISTRIBUTION REINFORCING BAR SIZE & SPACING 2'-6" TO 4' -II" 81%" NO. 5 AT 512" CTRS. NO. 5 AT II" CTRS. 5'-0" TO 5'-11" 9" NO. 5 AT 5" CTRS. NO. 5 AT 10" CTRS. 6'-0" TO 6' -Il" 9%" NO. 5 AT 4%" CTRS. NO. 5 AT 9" CTRS. 7'-0" TO 7'-!!" 10" NO. 6 AT 5%" CTRS. NO. 6 AT 11" CTRS. B'-0" TO 8'-11" II" NO. 6 AT 5%" CTRS. NO. 6 AT II" CTRS. 9'-0" TO 10'-0" 12" NO. 6 AT 5" CTRS. NO. 6 AT 10" CTRS. NOTES FOR TYPE "C" MANHOLE, THE MAX. VALUES OF "H" SHALL BE: MAX. H = 17 FEET WHEN LS = 10 FEET MAX. H = 21 FEET WHEN LS = 9 FEET MAX. H = 26 FEET WHEN LS = B FEET MAX. H = 34 FEET WHEN LS = 7 FEET MAX. H = 35 FEET WHEN LS = 6 FEET THE LONGER CLEAR SPAN "LS" OF THE WALLS, AS SEEN IN A HORIZONTAL SECTION, SHALL BE USED TO FIND A WALL DESIGN FROM CHART NO, 1. THE SHORTER CLEAR SPAN "SS" SHALL BE USED TO FIND A BASE AND TOP SLAB DESIGN FROM THE TABLE NO, 5. THE MIN. COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF A REINFORCING BAR, SHALL BE 2" EXCEPT AS SHOWN, THE FURNISHING AND PLACING OF MANHOLE STEPS SHALL BE SUBSIDIARY TO THE MANHOLE. THE TOP SLAB MAY BE CAST -IN-PLACE OR PRECAST, BUT IF IT IS PRECAST, IT SHALL BE SET IN A FRESH BED OF MORTAR AND POINTED UP INSIDE AND OUT FOR RISER AND BENCH DETAILS NOT SHOWN, SEE SHEET 1 OF 3. THE MIN. "LS" AND "SS" DIMENSION SHALL BE 2'-6" FOR MANHOLES WITH "H" LESS THAN 6 FEET AND SHALL BE 4'-0" FOR MANHOLES WITH "H" GREATER THAN 6 FEET, WHEN "LS" AND "SS" DIMENSIONS ARE NOT SPECIFIED ON THE PLANS, THE DIMENSIONS SHALL BE OF SUFFICIENT DIMENSION TO ACCOMMODATE PIPES ENTERING THE RESPECTIVE WALL, A MIN. OF 6" SHALL BE MAINTAINED BETWEEN THE INSIDE CORNER OF THE MANHOLE AND THE OUTER SHELL OF AN ENTERING PIPE, AND BETWEEN OUTER SHELLS OF PIPE ENTERING THE SAME WALL. R/ REV, NO. NW 98 MULTIPLE REVISIOIlS DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO,135-RI MANHOLE APPROVED: APRIL 4, I988 DATE C 0 3 00 0 a o o in 0 otw mow vol 3% x %" x 6" ANCHOR LUGS (FOUR THUS, 4%" BELOW TOP OF FRAME) SLOT FOR FLANGE BOLT SEAL FOR LUG COVER CASTING (ONE ONLY) HALF TOP VIEW Y" x Y" x 6" ANCHOR LUGS (FOUR THUS, 6%" BELOW TOP OF FRAME) MACHINE FINISH SEAT B SECTION C -C SLOT FOR FLANGE BOLT (FOUR THUS) FRAME DURING PAVEMENT CONSTRUCTION, FRAME CASTING TO BE TEMPORARILY HELD IN POSITION BY BOLTING TO FLANGE CASTING. BOLTS TO BE REMOVED AFTER CONCRETE HAS HARDENED. FLANGE FILLETS niUSI 1" DIA. BOSSES FOR NUTS (FOUR THUS) HALF TOP VIEW HOLES FOR %" DIA. BOLTS I" B TOP OF PRECAST CONCRETE TOP SECTION SECTION 6-6 FLANGE TYPE I DETAILS OF FRAME AND FLANGE TELESCOPIC TYPE (CAST IRON) a 26" 24" 34" MIN. SECTION TYPE II DETAILS OF FRAME NON -TELESCOPIC TYPE (CAST IRON) TOP OF PRECAST CONCRETE TOP SECTION SECTION TYPE III DETAILS OF RING NON -TELESCOPIC TYPE (CAST IRON) SECTION ADJUSTING RINGS MAY BE USED IN ORDER TO OBTAIN THE REQUIRED ELEVATION OF EITHER NEW OR EXISTING MANHOLES. THE RINGS ARE SUBSIDIARY TO BUILD MANHOLE, ADJUST MANHOLE TO GRADE OR RECONSTRUCT MANHOLE. THE ADJUSTING RINGS SHALL BE HELD RIGIDLY TO THE FRAME AND TO EACH OTHER BY USE OF FOUR SET SCREWS IN THE BEARING LEG OF THE RING. ADJUSTING RINGS MAY BE USED TO A MAXIMUM HEIGHT OF 12 INCHES. THE CONTRACTOR SHALL INSPECT THE CONDITION AND VERIFY THE DIMENSIONS OF EXISTING MANHOLE PRIOR TO USING ADJUSTING RINGS. DETAILS OF ADJUSTING RING M A . 15° HALF PLAN OF COVER HALF PLAN UNDERSIDE OF COVER HALF PLAN I SECTION A -A DETAILS OF COVER (CAST IRON) WEIGHTS (CAST IRON) TYPE A COVER 225 POUNDS TYPE B COVER 230 POUNDS FRAME (TYPE 11 260 POUNDS FLANGE (TYPE I1 95 POUNDS FRAME (TYPE 111 275 POUNDS RING FOR COVER (TYPE III) 120 POUNDS NOTES TYPE I AND II ASSEMBLIES NORMALLY USED IN PAVEMENT. TYPE III ASSEMBLY IS NORMALLY USED OUTSIDE OF PAVEMENT. FOR TYPE A COVER (STORM SEWER), USE DETAILS AS SHOWN. FOR TYPE B COVER (SANITARY SEWER), OMIT %" DIA. HOLES IN COVER. 4 RI REV. NO. NO! 98 MULTIPLE REVISIONS DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.435-RI MANHOLE APPROVED: APRIL 4, 1988 DATE Roadway 005 171 D C • 0 0Hid tr, ._ LIFT BAR - BAR 0 LIFT BAR BAR E- BAR GJ L BAR A L BAR E PLAN INLET COVER BACK COVER-. 4'-0" N, LONGfT00fNAL PIPES-\ 1 'ANCHOR BAR 8" 2'-10" /- ANCHOR B R to LOCATION OF BACK BALL WHEN LONGITUDINAL PIPES ARE NOT USED BACK OF CURB 410,' N L 0 EO__ J _ GUTTER LINE WARP GUTTER TO FIT TEMPLATE PLAN -m1 N REINFORCING BAR BENDING DIAGRAM FOR CURB INLET 7" BAR E j 2 5 7" r I/:C c,moo; 11' BAR 0-7\-1 BAR F I'-0'1 BAR H / SLOPE VARIES 2'-0' I ' (ADJUST IN FIELD) W=D-(6"+TI I' TRANSVERSE PIPE Y=4'-0" THROAT OPENING FLOW WARP GUTTER TO FIT TEMPLATE 1'-6" TOP OF CURB -\ 5" -LIMIT OF GUTTER DEPRESSION b 18-L FRONT ELEVATION GUTTER LINE LIFT BAR BAR D \BAR C N BAR G7 to • I f r7-r7-rT-rT-1 7 7 T -r -TT t-- -t -t t -1- t -1- - -V - - t -1 LCI L C'1 1 L_Irn-r 1_1?T-'LJ I ADDITIONAL LIFT BAR FOR I OPENINGS OVER 8'-0" r BAR B LIFT BAR J_LJ-1_J__L_L L.1 BAR E J BAR G BACK COVER -, € LONGITUDINAL PIPES-, LBAR A BAR E BAR F PLAN INLET COVER B" -A- ANCHOR BAR 81'1 2-10" 1'-10" I7 -ANCHOR BAR LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED BACK' OF CURB -N of 8:1_,10L � ANCHOR BAR- IL. �l- L I I F Li -GUTTER LINE I - -- " € TRANSVERSE PIPE PLAN WARP GUTTER TO FIT TEMPLATE Y = 6'-0" TO 18'-0" 5'-0" 1'-6" 2'-0" 5" TOP OF CURB-, '' __ r L- LIMIT OF GUTTER DEPRESSION THROAT OPENING FLOW WARP GUTTER TO FIT TEMPLATE 1-6" CURB INLETS L - rr' II i.4-5 - BAR H 'En I tot ti B"I L IB" FRONT ELEVATION T. GUTTER LINE = 9" EXCEPT FOR THE FOLLOWING: T = 6" FOR 6'-0" TO 18'-0" OPENINGS WHEN X = 2'-11" THRU 3'-1" T = 1'-6" FOR 14'-0" TO I8'-0" OPENINGS WHEN X = 3' -It" THRU 7'-5" DATA FOR CURB INLETS DIA. DIMENSIONS QUANTITIES ur LONGIT. PIPE x0 (MINA A® B C 0 CONCRETE. CU. YU . Q3 REINFORCING STEEL. LBS. Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=13' Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=1B' NO OF M BARS ADDITIONAL QUANTITIES PER ONE FOOT INCREASE OF DIMENSION "X" CONCRETE CU. YDS. REINF. STEEL LBS. Q4 3'-11" 2'-8" 2.-B" 2'-0" 2.08 2.43 2.79 3.15 3.51 4.06 4.46 4.65 113 175 202 231 259 2B9 316 344 NONE 0.383 6.7 12" 2'-11" 4'-0" I'-7" 1'-8" 1'-0" 2.14 2.51 2.86 3.21 3.56 3.95 4.30 4.65 133 186 216 245 274 310 340 364 3 0.459 6.7 15" 3'-2" 4'-3" 1'-11" 1,-11" 1'-3" 2.37 2.71 3.07 3.43 3.79 4.21 4.57 4.94 136 193 221 250 277 312 342 370 3 0.473 6.7 18" 3'-5" 4.-7,. 2'-2" 1'-6" 2.60 2.95 3.30 3.67 4.03 4.44 4.80 5.16 141 200 228 257 284 318 349 376 4 0.490 6.7 21" 4'-11" 2'-6" 2'-5" V-9„ 2.83 3.19 3.53 3.90 4.26 4.68 5.04 5.40 144 203 231 260 287 322 351 379 4 0.504 6.7 24" 3'-11" 5'-2" 2'-9" 2'-8" 2'-0" 3.06 3.41 3.76 4.12 4.49 5.04 5.43 5.63 148 210 238 267 299 324 352 379 5 0.518 6.7 27" 4'-2" 5'-6" 2'-11" 2'-3" 3.31 3.66 4.01 4.37 4.74 5.29 5.68 6.08 150 213 241 270 297 327 354 382 5 0.532 6.7 30" 4.-5" 3'-4,. 2'-6" 3.54 3.89 4.25 4.61 4.97 5.52 5.92 6.32 151 217 244 273 301 331 358 385 5 0.547 6.7 36" 4'-11" 6.-4" 3'-11" 3'-8" 4.06 4.41 4.77 5.13 5.49 6.04 6.44 6.63 158 226 254 283 310 340 368 395 6 0.576 6.7 42" 5'-5" 6'-11" 4,-6" 4,-2. 3'-6" 4.60 4.95 5.31 5.67 6.03 6.58 6.98 7.38 164 236 264 293 320 350 378 405 7 0.605 6.7 48" 5'-11" 7'-6" 5'-1" 4,-8" 4.-0" 5.18 5.53 5.89 6.25 6.61 7.16 7.56 7.55 171 246 274 303 330 360 387 415 8 0.634 6.7 54" 6,-5" 8,-1" 5'-B" 5,-2. 4.-6" 5.78 6.13 6.49 6.85 7.21 7.76 8.16 8.56 174 253 280 309 337 367 394 421 8 0.663 6.7 60" 6'-I I" 8'-B" 6'-3" 5'-8" 5'-0" 6.41 6.76 7.12 7.48 7.84 8.39 8.79 9.19 180 262 290 319 346 376 404 431 9 0.691 6.7 66" 9.-3" 6'-10" 6'-2" 5'-6" 7.07 7.42 7.78 8.14 8.50 9.05 9.45 9.65 187 272 300 329 356 386 414 441 10 0.720 6.7 "A" SHALL NOT EXCEED 101-0", © NO DEDUCTIONS MILL BE MADE FOR PIPE OPENINGS. 0 NOT APPLICABLE WHERE PIPE AND MINIMA/ "X" IN THIS INLET DAT1 TABLE ARE BASED ON THE LONGITUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE PIPE (MINIMUM "0" = TRANSVERSE PIPE DIAMETER PLUS 919, LOCATION OF BACK WALL WHEN I LONGITUDINAL PIPES ARE NOT USED! ANCHOR BAR -N BACK COVER SHRINK BEDDING GROUT 2-8 TRANSVERSE PIPE TYPICAL SECTION OF INLETS *- GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MATCHES THE FINISHED SHOULDER SLOPE OF THE ROADWAY CROSS-SECTIONS. NOTES: THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST, THE CAST IRON COVERS, FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. CAST IRON STEPS SHALL BE INSTALLED IN CURB INLETS AND JUNCTION BOXES WHEN THE "X" DIMENSION IS 41-6" OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE. THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION." THE INLET COVER SHALL BE IMPR NTED "NO DUMPING" SEE SHEET 2 OF 2. 8" THICK CONCRETE WALL LOCATED AT MID -POINT (Y/2) OF INLET OPENING. 01 AR K -2-BAR J SECTION 181-0" INLET OPENINGS MID -POINT COVER SUPPORT JUL II FACE ARMOR DETAIL REV. NO. JAW 07 NO DUMPING, DRAINS TO STREAM SEP 92 LID SLOPE ADJUSTMENT DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.443-R8 CURB INLETS AND JUNCTION BOX RDA APPROVED: CATE ORIGINAL: FEBRUARY 22. 1974 DATE REINFORCING BAR SCHEDULE FOR CURB INLETS BAR SIZE Y = 6'-0" Y 8'-0" Y - 10'-0" Y - 12'-O" Y 14'-O" Y 16'-0" Y = 18'-O" SHAPE NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH A 8 STR. 3 6'-9" 3 8'-9" 3 10'-9" 3 12'-9" 3 2 14-'9" 10'-10" 3 2 16'-9" 12'-10" 3 2 18'-9" 14'-10" 3 2 20'-9" 16'-10" B 6 STR. -- -- 2 4'-10 2 6'-10" 2 B'-10" C 6 STR. 3 2'-0" 1 2'-0" 1 2'-0" 1 2'-0" 1 2'-0" 1 2'-0" 1 2'-0" 1 2'-0" 0 6 STR. 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" E 5 BENT 6 4'-0" 6 3 4'-0" 2'-7" 6 6 4'-0" 2'-7" 6 8 4'-0" 2'-7" 6 11 4'-0" 2'-7' 6 13 4'-0" 2'-7" 6 16 4'-0" 2'7" 6 18 4'-0" 2'-7" F 5 BENT -- 2'-7" G 5 BENT 5 .''-7" 4 I' -7" 4 I'-7" 4 1'-7" W+4'-0" 4 10 1'-7" W+4'-0' 4 10 I'-7" W+4'-0" 4 10 i'-7" W+4'-0" 4 10 I'-7" W+4'-0" H 4 BENT -- -- 10 W=4'-0" 10 W=4'-0" 10 J 4 STR. __ __ __ __ __ __ __ __ __ __ 2 2'-2" 2 2'-2" 2 2'-2" K 4 STR. - __ _ __ __ _ _ __ _ 4 1'-9" 4 1'-9" 4 1'-9" LIFT 4 BENT VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" M 4 STR. VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1' VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" N 4 STR. B 8-3 8 B-3 8 B-3 B B-3 8 8-3 B B-3 8 B-3 8 B-3 -A- ANCHOR BAR 81'1 2-10" 1'-10" I7 -ANCHOR BAR LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED BACK' OF CURB -N of 8:1_,10L � ANCHOR BAR- IL. �l- L I I F Li -GUTTER LINE I - -- " € TRANSVERSE PIPE PLAN WARP GUTTER TO FIT TEMPLATE Y = 6'-0" TO 18'-0" 5'-0" 1'-6" 2'-0" 5" TOP OF CURB-, '' __ r L- LIMIT OF GUTTER DEPRESSION THROAT OPENING FLOW WARP GUTTER TO FIT TEMPLATE 1-6" CURB INLETS L - rr' II i.4-5 - BAR H 'En I tot ti B"I L IB" FRONT ELEVATION T. GUTTER LINE = 9" EXCEPT FOR THE FOLLOWING: T = 6" FOR 6'-0" TO 18'-0" OPENINGS WHEN X = 2'-11" THRU 3'-1" T = 1'-6" FOR 14'-0" TO I8'-0" OPENINGS WHEN X = 3' -It" THRU 7'-5" DATA FOR CURB INLETS DIA. DIMENSIONS QUANTITIES ur LONGIT. PIPE x0 (MINA A® B C 0 CONCRETE. CU. YU . Q3 REINFORCING STEEL. LBS. Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=13' Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=1B' NO OF M BARS ADDITIONAL QUANTITIES PER ONE FOOT INCREASE OF DIMENSION "X" CONCRETE CU. YDS. REINF. STEEL LBS. Q4 3'-11" 2'-8" 2.-B" 2'-0" 2.08 2.43 2.79 3.15 3.51 4.06 4.46 4.65 113 175 202 231 259 2B9 316 344 NONE 0.383 6.7 12" 2'-11" 4'-0" I'-7" 1'-8" 1'-0" 2.14 2.51 2.86 3.21 3.56 3.95 4.30 4.65 133 186 216 245 274 310 340 364 3 0.459 6.7 15" 3'-2" 4'-3" 1'-11" 1,-11" 1'-3" 2.37 2.71 3.07 3.43 3.79 4.21 4.57 4.94 136 193 221 250 277 312 342 370 3 0.473 6.7 18" 3'-5" 4.-7,. 2'-2" 1'-6" 2.60 2.95 3.30 3.67 4.03 4.44 4.80 5.16 141 200 228 257 284 318 349 376 4 0.490 6.7 21" 4'-11" 2'-6" 2'-5" V-9„ 2.83 3.19 3.53 3.90 4.26 4.68 5.04 5.40 144 203 231 260 287 322 351 379 4 0.504 6.7 24" 3'-11" 5'-2" 2'-9" 2'-8" 2'-0" 3.06 3.41 3.76 4.12 4.49 5.04 5.43 5.63 148 210 238 267 299 324 352 379 5 0.518 6.7 27" 4'-2" 5'-6" 2'-11" 2'-3" 3.31 3.66 4.01 4.37 4.74 5.29 5.68 6.08 150 213 241 270 297 327 354 382 5 0.532 6.7 30" 4.-5" 3'-4,. 2'-6" 3.54 3.89 4.25 4.61 4.97 5.52 5.92 6.32 151 217 244 273 301 331 358 385 5 0.547 6.7 36" 4'-11" 6.-4" 3'-11" 3'-8" 4.06 4.41 4.77 5.13 5.49 6.04 6.44 6.63 158 226 254 283 310 340 368 395 6 0.576 6.7 42" 5'-5" 6'-11" 4,-6" 4,-2. 3'-6" 4.60 4.95 5.31 5.67 6.03 6.58 6.98 7.38 164 236 264 293 320 350 378 405 7 0.605 6.7 48" 5'-11" 7'-6" 5'-1" 4,-8" 4.-0" 5.18 5.53 5.89 6.25 6.61 7.16 7.56 7.55 171 246 274 303 330 360 387 415 8 0.634 6.7 54" 6,-5" 8,-1" 5'-B" 5,-2. 4.-6" 5.78 6.13 6.49 6.85 7.21 7.76 8.16 8.56 174 253 280 309 337 367 394 421 8 0.663 6.7 60" 6'-I I" 8'-B" 6'-3" 5'-8" 5'-0" 6.41 6.76 7.12 7.48 7.84 8.39 8.79 9.19 180 262 290 319 346 376 404 431 9 0.691 6.7 66" 9.-3" 6'-10" 6'-2" 5'-6" 7.07 7.42 7.78 8.14 8.50 9.05 9.45 9.65 187 272 300 329 356 386 414 441 10 0.720 6.7 "A" SHALL NOT EXCEED 101-0", © NO DEDUCTIONS MILL BE MADE FOR PIPE OPENINGS. 0 NOT APPLICABLE WHERE PIPE AND MINIMA/ "X" IN THIS INLET DAT1 TABLE ARE BASED ON THE LONGITUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE PIPE (MINIMUM "0" = TRANSVERSE PIPE DIAMETER PLUS 919, LOCATION OF BACK WALL WHEN I LONGITUDINAL PIPES ARE NOT USED! ANCHOR BAR -N BACK COVER SHRINK BEDDING GROUT 2-8 TRANSVERSE PIPE TYPICAL SECTION OF INLETS *- GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MATCHES THE FINISHED SHOULDER SLOPE OF THE ROADWAY CROSS-SECTIONS. NOTES: THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST, THE CAST IRON COVERS, FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. CAST IRON STEPS SHALL BE INSTALLED IN CURB INLETS AND JUNCTION BOXES WHEN THE "X" DIMENSION IS 41-6" OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE. THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION." THE INLET COVER SHALL BE IMPR NTED "NO DUMPING" SEE SHEET 2 OF 2. 8" THICK CONCRETE WALL LOCATED AT MID -POINT (Y/2) OF INLET OPENING. 01 AR K -2-BAR J SECTION 181-0" INLET OPENINGS MID -POINT COVER SUPPORT JUL II FACE ARMOR DETAIL REV. NO. JAW 07 NO DUMPING, DRAINS TO STREAM SEP 92 LID SLOPE ADJUSTMENT DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.443-R8 CURB INLETS AND JUNCTION BOX RDA APPROVED: CATE ORIGINAL: FEBRUARY 22. 1974 DATE Roadway Desig a 0 0 now INLET COVER QUANTITIES FOR JUNCTION BOX SIZE Y x Y 1 X = 2'-6" ADDITIONAL QUANTITIES OF CONCRETE (CU. YDS.) PER ONE FOOT INCREASE OF DIMENSIONS "X" ** CONCRETE CU. YDS.* REINFORC. STEEL LBS. 2'-0" x 2'-0" 0.94 15 0.26 2'-0" x 2'-6" 1.06 16 0.27 2'-0" x 3'-0" 1.18 23 0.31 2'-6" x 2'-6" 1.20 19 0.31 2'-6" x 3'-0" 1.33 22 0.34 3'-0" x 3'-0" 1.47 29 0.36 3'-0" x 3'-6" 1.61 30 0.39 3'-0" x 4'-0" 1.76 34 0.41 * NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS ** DIMENSION "X" SHALL NOT EXCEED 5'-6" NO. 4 BARS AT 8" MAX. SPACING - NO. 4 BARS AT 8" MAN. SPACING C PLAN SECTION C -C JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) r° NO DUMPING, I DRAINS TO STREAM NOTE: TEXT 15 TO BE IMPRINTED INTO CONCRETE, AT A DEPTH OF %'t 'I ,t SECTION ti APPROX. CTRS. I I I I I I 111111 r-- TUFT BAR1�� 11I? I I I I---1-4-I--I--1-1--1 IIIIII 1--1-7-1-1- 7-T-1 L J_L-L-1-1_L-1 I I �I I m 1 IBAR N AT B%" CTRS. 5'-4" BACK COVER PLAN THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS, HATCHED_ SURFACE PICA' HOLE (OPTIONAL) 60" r 39" 6 ,n -' EM1.11 -%" 0" 6" 12" IB" 24" 30" 36" I"i TOTAL WEIGHT = 125 LBS, CAST IRON COVER AND FRAME 60" PAVING Cfl055 SLOPE (FT/FT) 0.01 0.02 0.03 0.04 0.05 0.06 H 10'Ai' 10114" 1014E" 9%" 9%" 97/0" GUTTER DEPRESSION TEMPLATE LIFT BAR GROUT- COVER NO. 4 ANCHOR BAR - (ANCHOR BAR SHALL BE PLACED IN %" MAX. DRILLED HOLE AND SET WITH EPDXY CO/)POUND) SECTION A -A A PLAN ANCHOR BAR SECTION B -B PLAN CHAMFER DETAIL I 10" FRONT ELEVATION STEPS 70 BE PLACED AT 16" CENTERS CAST IRON STEPS GRIND UPPER CORNER OPTIONAL (SEE CHAMFER DETAIL) STRUCTURAL STEEL FOR FACE ARMOR THROAT OPENING WEIGHT (LBS.) 4'-0" 100 6'-0" 129 8'-0" 157 10'-0" 186 12'-0" 215 14'-0" 243 16'-0" 272 C6X13 - FULL LENGTH OF INLET COVER 1'-O" TY," (TYP.) RADIUS ALTERNATE OR CHAMFER NOTE: N R=3"rIi _4. FACE ARMOR P/ NO. 4 DEFORMED ANCHOR BAR AT 9" CENTER THE COMPLETED FACE ARMOR/ANCHOR BAR ASSEMBLY SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. RD JUL II FACE ARMOR DETAIL JAN 07 NO DUMPING. DRAINS TO STREAM R6 SEP 92 LID SLOPE ADJUSTMENT REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.443-R8 CURB INLETS AND JUNCTION BOX FHWA APPROVED: 3/A-/=./' DATE ORIGINAL: FEBRUARY 22. 1974 DATE C 0 C °s 0 AF* THE FIRST ROLL OF BLANKET SHALL BE LAID GOWN THE CENTER OF THE DITCH SEE NOTE 2 (0' ** I ROADWAY DITCH INSTALLATION TIE-IN TO EXISTING VEGETATION 111-- fjIJ I 111=111=1 II I I li-=! IMI I� =ET! I !=i TE l=1 STAGGERED EVERY I'-0" ALONG BLANKET EDGE TYPICAL CROSS-SECTION 13 GA, MIN. ROUND 13 GA. MIN, HEAD WIRE STAPLE '°I WIRE STAPLE STAPLE DETAIL SURFACED SHOULDER TIE-IN DETAIL 1=ry.Il-IwI 1=0=11,1 =111 1.11,111_3_,_ TAMP SOIL -II!= I!-Ill- lI-1I =' 11=111: ETHYL 1=1- -1 E1111-1 STAPLE EVERY ('-0" ALONG BLANKET EDGE SURFACED SHOULDER SHOULDER INSTALLATION - EDGE OF SURFACING OR STAPLE EVERY ('-0" ALONG BLANKET EDGE ANCHOR FOLD NON -VEGETATED CONDITIONS I -lug! IIIIIIWITI;II III!)' I 7_111=11_1=111= 1 1=111_111 111 1 1=1_11- 1I 1_I'111= 3I 1=11'_1 IIWI,L'- "- =111=11 =1 6' I TAMP SOIL F RM Y 6' U- FORESLOPE AND BACKSLOPE INSTALLATION STAGGER SPLICE JOINTS INSTALL SOIL RETENTION BLANKET 4"-6" FROM SURFACED SHOULDER OR ROADWAY l TYP I ( r 0' OL L (TYP) r (TYP_I r TIE-IN TO EXISTING VEGETATION 6'-6" STRIP P (TYP) 6'-6" STRIP_ (TYP.) STAPLE DETAIL -- r`- 4" CENTERS (TYP.) it °0°0°0°0 0°0°0°0°0°0°0 0°0°0 0°00°0°0°0 0° �"--- 2" !TYP,) STAPLE CHECK SLOT (AT 25' INTERVALS) !TVP,) 0"+ O.C. (TYP.) CHECK SLOT NOT SHOWN CHECK SLOT EVERY 25' STAGGER STAPLES 4" D.C. AS SHOWN ON STAPLE DETAIL SPLICE JOINT 1=1 I 17-=III=III= E111=111=1 11 '11=1 2 _ _L -I 1 I- I 1=1117_-] 1=111=H1=1111.7 11= -111E1111 -1_,U=1117 "-I1-1.1-II= -111E-111:_-711 II I 1=1 I E-1 11=! 1 1E1 11' EH E 11= =I11E111 !11=11ciIHFI11.1 7.111E-1- !T1.1: 11=n 1 it I1W --i--d -al-1i =III-Ili=III E---111=111E-E1 11=UJ7 NON -VEGETATED ANCHOR (FOLD NOT SHO PLAN VIEW STAPLING DIAGRAM NOTE: FOR B1-10", 13 GAGE STAPLES STAGGER ST PLES 4' O.C. AS SHOWN ON STAPLE DETAIL WIRE STAPLES 1 (TYP,) ITVP. ) FOR EDGES ADJOINING AREAS TO BE SEEDED STAPLE EVERY ('-0" ALONG BLANKET EDGE DITCH ANCHOR FOLD Fi TAMP SOIL, FIRMLY _ 1-111-11 -1-III-I=11 I1 T 4I4P/71 f'j 1 DITCH BOTTOM THE FIRST ROLL OF BLANKET SHALL BE LAID DOWN THE CENTER OF THE DITCH --- TYPICAL TYPICAL SOIL RETENTION BLANKET INSTALLATION NOTES: 1. THIS PLAN IS APPLICABLE FOR THE FOLLOWING: EROSION CONTROL, TYPE "HV", "A", "AA", "AAA" OR CLASS 18, IC, ID, IE, IF, 2A, 28, 8 2C. SOIL RETENTION BLANKET SHALL BE LAID A MINIMUM OF 2'-6" UP THE BACKSLOPE AND FORESLOPE. 3. CHECK SLOTS ARE PLACED PERPENDICULAR TO DITCH CENTER LINE ON 25'-0" CENTERS. 4,. THE MANUFACTURERS' RECOMMENDED STAPLING PATTERN SHALL GOVERN OVER THE PLANS, 5. WHEN USED IN CONJUNCTION WITH EROSION CHECKS, REMOVE 7'-6" OF PAY LENGTH OF EROSION CONTROL FOR EACH EROSION CHECK. SLOPE Al' DITCH INTERSECTION 1 STAPLE EVERY 3'-0' i 1=i l 1 11- I II 11-T _- 1= j 1-1-111-1I I- =111 -1-I ::111=111=111==1 =III=III= 1=1j1 -!I1=1 =111-111=! 11=111= =111=,!_4 1=1 LAP JOINT 6` I 1 I 1=_ ._ 1 =IJ -W= 1=111=11E1 II_ 1 1=1 11-I 11=W- W=W=W=11 _WEW--W= -11111=1=111-11-IL ]-! -I 11-III--fl=l I I -W-11 _I 11E111=1 I _1-111-11 J1= 1=' STAPLE EVERY ('-0" ALONG BLANKET EDGE TERMINUS M= ,1 -'_III } 1_-111_.1_1 111=1I1=W U11 1=1.. I I1=i 11=111-1 �'_I IJ=111-111- =1 Ijl =i 11.=i -I 1=[=1L=1 -11=111=111E 11-! 11-11' H E[,F1=I I1=1I1= =111_111F='. STAGGERED EVERY l'-0" ALONG BLANKET EDGE R5 R4 R3 REV. NO. OC T.07 DEC.06 FEB. OI DATE EROSION CONTROL AT SPLASH BASIN UPDATE INSTALLATION METHOD CHANGE STAPLE DIMENSIONS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.501-R5 EROSION CONTROL APPROVED: NOVEMBER I4, 1973 BATE •- A -.-.n ..... , . N !TVP,) 0"+ O.C. (TYP.) CHECK SLOT NOT SHOWN CHECK SLOT EVERY 25' STAGGER STAPLES 4" D.C. AS SHOWN ON STAPLE DETAIL SPLICE JOINT 1=1 I 17-=III=III= E111=111=1 11 '11=1 2 _ _L -I 1 I- I 1=1117_-] 1=111=H1=1111.7 11= -111E1111 -1_,U=1117 "-I1-1.1-II= -111E-111:_-711 II I 1=1 I E-1 11=! 1 1E1 11' EH E 11= =I11E111 !11=11ciIHFI11.1 7.111E-1- !T1.1: 11=n 1 it I1W --i--d -al-1i =III-Ili=III E---111=111E-E1 11=UJ7 NON -VEGETATED ANCHOR (FOLD NOT SHO PLAN VIEW STAPLING DIAGRAM NOTE: FOR B1-10", 13 GAGE STAPLES STAGGER ST PLES 4' O.C. AS SHOWN ON STAPLE DETAIL WIRE STAPLES 1 (TYP,) ITVP. ) FOR EDGES ADJOINING AREAS TO BE SEEDED STAPLE EVERY ('-0" ALONG BLANKET EDGE DITCH ANCHOR FOLD Fi TAMP SOIL, FIRMLY _ 1-111-11 -1-III-I=11 I1 T 4I4P/71 f'j 1 DITCH BOTTOM THE FIRST ROLL OF BLANKET SHALL BE LAID DOWN THE CENTER OF THE DITCH --- TYPICAL TYPICAL SOIL RETENTION BLANKET INSTALLATION NOTES: 1. THIS PLAN IS APPLICABLE FOR THE FOLLOWING: EROSION CONTROL, TYPE "HV", "A", "AA", "AAA" OR CLASS 18, IC, ID, IE, IF, 2A, 28, 8 2C. SOIL RETENTION BLANKET SHALL BE LAID A MINIMUM OF 2'-6" UP THE BACKSLOPE AND FORESLOPE. 3. CHECK SLOTS ARE PLACED PERPENDICULAR TO DITCH CENTER LINE ON 25'-0" CENTERS. 4,. THE MANUFACTURERS' RECOMMENDED STAPLING PATTERN SHALL GOVERN OVER THE PLANS, 5. WHEN USED IN CONJUNCTION WITH EROSION CHECKS, REMOVE 7'-6" OF PAY LENGTH OF EROSION CONTROL FOR EACH EROSION CHECK. SLOPE Al' DITCH INTERSECTION 1 STAPLE EVERY 3'-0' i 1=i l 1 11- I II 11-T _- 1= j 1-1-111-1I I- =111 -1-I ::111=111=111==1 =III=III= 1=1j1 -!I1=1 =111-111=! 11=111= =111=,!_4 1=1 LAP JOINT 6` I 1 I 1=_ ._ 1 =IJ -W= 1=111=11E1 II_ 1 1=1 11-I 11=W- W=W=W=11 _WEW--W= -11111=1=111-11-IL ]-! -I 11-III--fl=l I I -W-11 _I 11E111=1 I _1-111-11 J1= 1=' STAPLE EVERY ('-0" ALONG BLANKET EDGE TERMINUS M= ,1 -'_III } 1_-111_.1_1 111=1I1=W U11 1=1.. I I1=i 11=111-1 �'_I IJ=111-111- =1 Ijl =i 11.=i -I 1=[=1L=1 -11=111=111E 11-! 11-11' H E[,F1=I I1=1I1= =111_111F='. STAGGERED EVERY l'-0" ALONG BLANKET EDGE R5 R4 R3 REV. NO. OC T.07 DEC.06 FEB. OI DATE EROSION CONTROL AT SPLASH BASIN UPDATE INSTALLATION METHOD CHANGE STAPLE DIMENSIONS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.501-R5 EROSION CONTROL APPROVED: NOVEMBER I4, 1973 BATE Roadway Design D CONCRETE ANCHOR FOLD TAMP SOIL FIRMLY 0 I= III=III =!I1= 11=III=11=-11=i-i1i_ii1' 111-111=11 -; 11E111-11=11!- tjj -111-1 111=111-L=' 1=1111t116 -111- 1-111=111E-11 - TERMINUS DITCH ANCHOR FOLD TAMP SOIL PIMA Y III III 1E111 /1llll IIIJI III =1111f 11 '1=11E111 HIE -111=11= I-II1EIWEI 1- 111=111- STAPLES STAGGER SPLICE JOINTS O O TYPICAL INSTALLATION AT PIPE CULVERT SPLICE JOINT 1=1 I I IJ I I=111_ —II_n1!I Ill lill l /III 11=111-1 -I - -I 11 I I 1111E1 1 Fl l L j EE -111- - = 17._- E STA ll- STAPLE DETAIL -_._ �•- 4- CENTERS (TYP.) 000000000000 0 0000 0 0 00 000000 000 0 0 00 00 0 0 0 000 2" (TYPJ STAPLE CHECK SLOT (AT 25' INTERVALS) 1'-0O.C. TYPICAL INSTALLATION AT BOX CULVERT LAP JOINT ci=1_I _ _I11_I11=II 1=111=111=11 : =1I : 11=11 111= .I_I=111=111- 1I- IEl 1E1 I I-' -I=111E11Ell I -_J-_ 111=111-11 111=! I I-I}I I -111-111 =111 -111=111 -IJ -1 11E1IJ I -' STAGGER STAPLES EVERY 1-0" O.C. WITHIN 20' 0" OF PIPE STAPLES STAGGER SPLICE JOINTS 2'-0 2'-O" O.C. 6'-6" STRIP I TYR. ) PLAN VIEW STAPLING DIAGRAM 2'-0 6'-6' STRIP 2'-0" D.C. (TVP,1 PLAN VIEW STAPLING DIAGRAM — PIPE OR CONCRETE EROSION / CONTROL 0 0 m 20'-0" 25'-0" FLOW NOTE: OFFSET EROSION CONTROL PLACEMENT ALONG THE DRAINAGE PATH — PIPE OR CONCRETE , EROSION CONTROL I -1 J 72'-6" cE io NOTE: CENTER EROSION CONTROL ON FLUME WHERE THERE IS NO DEFINED DRAINAGE PATH EROSION CONTROL PLACEMENT AT SPLASH BASIN RS R4 R3 REV. NO. OCT.07 DEC.06 FEB.0/ DATE EROSION CONTROL AT SPLASH BASIN UPDATE INSTALLATION METHOD CHANGE STAPLE DIMENSIONS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.501-R5 EROSION CONTROL APPROVED: NOVEMBER 14, 1973 GATE Roadway Design 0 LAP JOINT TOP FOLD I1=I1 i_I I1. rul—lM_nJ=nlu I....1_llr- 1=1 � 1_l l 111 1 111 1 1 1 1=1 11 I 11_111—III= 1 1 11l III=111- 111( —_HILI I}=1 }1E -LI F 1=1 El 11=111E -111=111=H= 1=1 11=- —II I I1_I111—L 1 _1—!TI= L -111=1I I I=11 STAPLE EVERY 1'-6" ALONG BLANKET EDGE SURFACED SHOULDER 4 ti L 0 M III�I1 I-1=1 1 -1 1E111 111-111- =III= P._D 11-111=1 .1=1_11:-=-1.11-L-1== 11= STAPLE EVERY !'-0-' ALONG BLANKET EDGE I2'-0" SPLICE JOINT =11III III B' II III I 11E11 F 1 L=III—laf' l 1 -.. II 111_111 III III 11111=111-1=11 111:E, 11E._--111E-_-111=111E111:_--11 .11 EWE 11E1 I I-1 I J-111— I 1=111-11 1.—IJ—III-1 III=1 ! !=11 _. STAPLES 2-0- O.C. BOTTOM TYPICAL INSTALLATION CLASS to (SLOPE PROTECTION, SAND) l'-0" D.C. (TYP.I STAGGER (TYP..) ( AT SPLICE ti V I- b li b ti I TYP,I I2,-0" PLAN VIEW STAPLING DIAGRAM FOR CLASS 1A (SLOPE PROTECTION, SAND) eI, STAPLES STAPLES 2'-0" O.C. SLOPE BREAK SLOPE BREAK FOR EDGES ADJOINING AREAS TO BE SEEDED DITCH ANCHOR FOLD MIN. STAPLE EVERY l'-0" ALONG BLANKET EDGE STAGGER (TYP.) SURFACED SHOULDER TIE-IN DETAIL I I =1 1111III= !-1 1-111: —11 !=D TAMP OIL =11= 1=1II =1I 7 _ I El II: LYII_H= SURFACED - 911=1-1=11SHOULDER STAPLE EVERY I'-0" ALONG BLANKET EDGE SHOULDER INSTALLATION 1, 0" O.C. I k., . i 2'-0" O.C. !TYP.) 1 r .... .__.....,. i'-6" O.C. I TERMINAL EDGES MIN. 50'-0" - AT SPLICE 1'-0" O.C. ABOVE 1 ,._ TERMINAL EDGES ' SLOPE BREAK I ('-0" O.C. J I,,,_ AT TERMINUS TERMINATE BLANKET 2'-0" FROM TOE OF SLOPE OR AT UNDISTRUBED VEGETATION PLAN VIEW STAPLING DIAGRAM FOR CLASS 16, 1C, 1D, 1E (EROSION CONTROL, B, HV, CI, C) NOTE: ON SLOPES OVER 50 IN LENGTH (FROM TOP OF SLOPE TO TOE) NOTES: — INSTALL SOIL RETENTION BLANKET 4"-6" FROM SURFACED SHOULDER OR ROADWAY I. THE MANUFACTURERS' RECOMMENDED STAPLING PATTERN SHALL GOVERN OVER THE PLANS. 145 R4 113 REV. NO. XT.07 DECO6 FEB.01 DATE EROSION CONTROL AT SPLASH BASIN UPDATE INSTALLATION METHOD CHANGE STAPLE DIMENSIONS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.501-R5 EROSION CONTROL APPROVED: NOVEMBER 14,1973 DATE Roadway Design Division 3" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE A 14" MIN -%" CHAMFER WHEN IN EARTH 4" MIN. FROM OUTER SURFACE - c 3 W O 4j U 2cfr0000cos3 cod) %" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE 00 CY0 0,1 `KJ-a,W`0 2{J VJ/3002 SECTION A -A PULL BOX, TYPE PB -1 24" MIN. 4 #3 REINFORCING BARS %" CHAMFER WHEN IN EARTH #3 REINFORCING BARS AT 4" CENTERS 4" MIN. FROM OUTER SURFACE SECTION A -A PULL BOX, TYPE PB -2 A 4" MIN. ALL SIDES - PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE BOX MAY BE CAST IN SIDEWALK OR MEDIAN WITH APPROVAL OF ENGINEER A SEAL COVER WITH RUBBER 8" H%" MIN. SEALANT CAULKING lin 8p3• oPi-0 SECTION A -A PULL BOX, TYPE PB -4 A 9,69 4" MIN. ALL SIDES ec COC �OA0Q6% i3"✓pjo SECTION A -A APPROXIMATE DIMENSIONS TYPE A B C PB -5 13" 24" 18" PB -6 17" 30" 18" PULL BOX, TYPE PB' -5 $ PB -6 NOTES: 1. ACCESS DUCTS, BENDS AND/OR SWEEPS, ARE SUBSIDIARY TO THE ITEM "PULL BOX, TYPE PB -0". 2. FILL MATERIAL SHALL BE GRAVEL OR CRUSHED ROCK COMPOSED OF CLEAN, DURABLE AND UNCOATED PARTICLES. FILL MATERIAL SHALL EXTEND A MINIMUM OF 4 INCHES BEYOND THE OUTER WALL OF THE ENCLOSURE, 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 IT'S FUNCTION, 4. CONDUIT TERMINATIONS IN PULL BOX SHALL BE FITTED WITH BELL OR FLARED END. TYPE PB -I, PB -2 AND PB -4 5. CONCRETE SHALL BE CLASS 47B-3000. 6. PULL BOXES WHICH ARE INTENDED FOR INSTALLATION IN SURFACES 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. B. SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. 9. PULL BOXES TYPE PB -I 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 -1D LOADING. TYPE PB -5 AND PB -6 I1. TYPE PB -5 AND PB -6 PULL BOXES ARE IN GROUND, GRADE LEVEL ENCLOSURES INTENDED TO BE INSTALLED BEHIND CURBS OR AT DISTANCES OFF OF THE ROADWAY WHERE NO DELIBERATE VEHICULAR TRAFFIC IS ANTICIPATED AND ONLY AN OCCASIONAL HEAVY VEHICLE WILL BE ENCOUNTERED, 72. THE PULL BOX ILLUSTRATIONS SHOWN ARE TYPICAL OF COMMERCIALLY AVAILABLE UNITS AND ARE NOT INTENDED TO LIMIT DESIGN, PULL BOXES OF EQUAL OR GREATER VOLUME HAVING TAPERED SIDES OR CIRCULAR OR SQUARE PLAN SECTION ARE ALSO ACCEPTABLE A MINIMUM PULL BOX DEPTH OF 18 INCHES MUST BE MAINTAINED. 13. THE TYPE P8-5 AND PB -6 PULL BOX ENCLOSURES (BOX AND COVER) SHALL BE NON-METALLIC AND GREEN OR GRAY IN COLOR. 14. PULL BOX COVERS SHALL BE OF HEAVY-DUTY CONSTRUCTION TO WITHSTAND THE STRUCTURAL REQUIREMENTS OF THE SPECIFICATIONS, COVERS 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", COVERS SHALL BE HELD SECURELY IN PLACE BY TWO OR MORE 3/B" (MIN. DIA.) STAINLESS STEEL HEX HEAD BOLTS WITH FLAT WASHER. BOLTS SHALL BE HELD CAPTIVE TO THE COVER. ALL COVERS SHALL BE EQUIPPED WITH A RECESSED "LIFT PIN" AND HAVE A MINIMUM 0.50 COEFFICIENT OF FRICTION SKID RESISTANT SURFACE. 15. EACH PB -5 AND PB -6 PULL BOX ASSEMBLY (BOX WITH HEAVY-DUTY COVER SECURELY ATTACHED) SHALL CONFORM TO ALL TEST PROVISIONS AND REQUIREMENTS FOR TIER 15 APPLICATIONS AS OUTLINED IN THE LATEST ISSUE OF THE ANSI/SCTE 77 STANDARD TITLED "SPECIFICATION FOR UNDER GROUND ENCLOSURE INTEGRITY'. INDEPENDENT THIRD -PARTY TEST REPORTS TOGETHER WITH CERTIFICATION THAT ALL TEST PROVISIONS OF THE LATEST ISSUE OF THE ANSI/SCTE 77 STANDARD HAVE BEEN MET WILL BE REQUIRED FOR EACH TYPE OF PULL BOX BEING FURNISHED. ALL TEST REPORTS SHALL BE DATED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND SHALL BEAR THE LETTERHEAD OF THE TESTING AGENCY, 16, THE INDEPENDENT TEST REPORTS SHALL BE CERTIFIED AS TO BEING REPRESENTATIVE OF THE RESULTS THAT WOULD BE OBTAINED BY SIMILARLY TESTING PULL BOXES OF LIKE KIND THAT THE MANUFACTURER WILL BE FURNISHING TO STATE OF NEBRASKA HIGHWAY PROJECTS. THE CERTIFICATION SHALL BE EXECUTED AND SIGNED BY AN AUTHORIZED REPRESENTATIVE OF THE PULL BOX MANUFACTURER AND SHALL BEAR THE MANUFACTURER'S LETTERHEAD. A NEW TEST REPORT AND CERTIFICATION FOR EACH TYPE PULL BOX BEING FURNISHED WILL BE REQUIRED EVERY FIVE YEARS. 17. THE TEST REPORTS AND CERTIFICATIONS, IF FOUND ACCEPTABLE, WILL BE PLACED ON FILE IN THE ROADWAY DESIGN DIVISION OF THE NEBRASKA DEPARTMENT OF ROADS IN LINCOLN, NEBRASKA AND THE PULL BOX MANUFACTURER'S NAME WILL BE ADDED TO THE NEBRASKA DEPARTMENT OF ROADS "APPROVED PRODUCTS LIST." 18. AFTER ACCEPTENCE BY THE STATE, THE PULL BOX MANUFACTURER SHALL MAKE ND CHANGES IN DIMENSIONS, MANUFACTURING PROCESS OR MATERIAL WITHOUT SUBMITTING NEW TEST REPORTS FOR APPROVAL. FLEXIBLE GROUNDING CONDUCTOR, 24" NO. 6 AWG STRANDED COPPER BRONZE GROUNDING LUG (MAY BE BOL TED OR BRAZED TO RING AND COVER) 6, CY ,QCi NO. 6 AWG GROUNDING CONDUCTOR 489, CK) r.o GROUNDING CONNECTIONS FOR METAL FRAME AND COVER RS R5 R4 REV. NO. JAN 10 WIDTH OF DRAINABLE BASE & NOTE 12 APR 06 NOTES/GRAVEL SEP 04 NEW PB -5 AND PB -6 NOTES DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 914-R6 PULL BOX DETAIL FHWA APPROV ;Zap /3. D,TE 0 0 CHANNELIZATION DEVICES THE FUNCTION OF CHANNELIZATION DEVICES IS TO WARN DRIVERS OF CONDITIONS CREATED BY WORK ACTIVITIES IN OR NEAR THE TRAVELED WAY, TO PROTECT WORKERS IN THE TEMP- ORARY TRAFFIC CONTROL ZONE, AND TO GUIDE DRIVERS AND PEDESTRIANS SAFELY. CHANNEL- IZING DEVICES INCLUDE BUT ARE NOT LIMITED TO CONES, TUBULAR MARKERS, VERTICAL PANELS, DRUMS, BARRICADES, TEMPORARY RAISED ISLANDS, AND BARRIERS. DEVICES USED FOR CHANNELIZATION SHOULD PROVIDE FOR SMOOTH AND GRADUAL TRAFFIC MOVEMENT FROM ONE LANE TO ANOTHER, ONTO A BYPASS OR DETOUR, OR TO REDUCE THE WIDTH OF THE TRAVELED WAY. THEY MAY ALSO BE USED TO SEPARATE TRAFFIC FROM THE WORK SPACE, PAVEMENT DROP-OFFS, PEDESTRIAN PATHS, OR OPPOSING DIRECTIONS OF TRAFFIC CHANNELIZING DEVICES SHOULD BE CONSTRUCTED AND BALLASTED TO PERFORM IN A PREDICT- ABLE MANNER WHEN INADVERTENTLY STRUCK BY A VEHICLE. IF STRUCK, THE DEVICE SHOULD YIELD OR BREAK AWAY, AND FRAGMENTS OR OTHER DEBRIS FROM THE DEVICE SHOULD NOT PENETRATE THE PASSENGER COMPARTMENT OF THE VEHICLE OR BE A POTENTIAL HAZARD TO WORKERS OR PEDESTRIANS IN THE IMMEDIATE AREA, SPACING OF CHANNELIZING DEVICES SHOULD NOT EXCEED A DISTANCE IN FEET EOUAL TO THE SPEED WHEN USED FOR THE TAPER CHANNELIZATION, AND A DISTANCE IN FEET OF TWICE THE SPEED WHEN USED FOR TANGENT CHANNELIZATION SPAC NO OF CHANNELIZATION DEVICES SPEED (MPH) SPACING OF DEVICES IN FEET S TAPER TANGENT 25 25 FT SOFT 35 35 FT TO FT 45 45 FT 90 FT 55 55 FT 110E7 65 65 FT 130 FT TO TO FT 140 FT 75 75 FT 150 FT WARNING LIGHTS ON CHANNELIZ NG DEVICES. CON IDERATION SHOULD BE GIVEN TO FOG OR SNOW AREAS, SEVERE ROADWAY CURVATURE, AND U UALLY CLUTTERED ENVIRONMENTS. FLASHING WARNING LIGHTS SHA L BE PLACED ON CHANNELIZING DEVICES USED SINGLY OR IN GROUPS TO MARK A SPOT CORD TION. STEADY -BU N WARNING LIGHTS MAY BE USED ON CHANNELIZING DEVICES USED IN A SERIES. THE RETROREFLECTIVE MATERIA USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH. SEALED OUTER SURFA E, MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION: D4956, FOR TYPE III SHEETING THE COEFFICIENT OF RETROREFLECTION OF CHANNELIZING DEVICES SHALL HAVE THE FOLLOWING MINIMUM BRIGHTNESS VALUES MEASURED AT 0.2° OBSERVATION ANGLE AND -4° ENTRANCE ANGLE. CANDELAS PER LUX PER SQUARE METER. COEFFICIENT OF RETROREFLECTION WHITE ORANGE RED YELLOW 125 50 22.5 85 IN ADDITION TO THE MINIMUM COEFFICIENT OF RETROREFLECTION, THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION IATSSA) "QUALITY STANDARD FOR WOR ZONE TRAFFIC CONTROL DEVICES' MAY BE USED AS A VISUAL GUIDE FOR DETERNININ IF A TRAFFIC CONTROL DEVICE IS ACCEPTABLE, MARGINAL OR UNACCEPTABLE THE NAME AND TELEPHONE NUMBER OF THE AGENCY, CONTRACTOR, OR UPPLIER MAY BE SHOWN ON THE CHANNELIZING DEVICE BACK OR SUPPORT, BUT NOT ON THE DEVICES FACE. THE LETTERS AND NUMBERS SHALL BE A NON -REFLECTIVE COLOR AND NOT OVER 100 SQUARE CENTIMETERS IN TOTAL AREA. PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURING THAT CHANNEL ZING DEVICES ARE MAINTAINED AND KEPT CLEAN, VISIBLE, AND PROPERLY POSITIONED AT ALL TIMES. DEVICES SHALL BE REPLACED THAT ARE DAMAGED AND HAVE LOST A SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND EFFECTIVENESS. REFLECTIVE WHITE REFLECTIVE WHIT DESIGN DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHT- WEIGHT, FLEXIBLE, AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 36 INCHES IN HEIGHT AND HAVE AT LEAST A 18 INCHES MINIMUM WIDTH, REGARDLESS OF ORIENTATION, THE PREDOMINANT COLOR OF THE DRUM SHALL BE ORANGE. STEEL DRUMS SHALL NOT BE USED, THE MARKINGS ON DRUMS SHALL BE HORIZONTAL., CIRCUMFERENTIAL, ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPES 6 INCHES TO 8 INCHES WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES. ANY NON-RETROREFLECTIVE SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES, SHALL NOT EXCEED 2 INCHES WIDE, DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER DEBRIS. DRUMS IB" MIN REFLECTIVE ORANGE OPTIONAL REFLECTIVE ORANGE BALLAST SHALL NOT BE PLACED ON TOP OF ANY DRUM APPLICATION DRUMS ARE HOST COMMONLY USED TO CHANNELIZE OR DELINEATE TRAFFIC FLOW BUT MAY ALSO BE USED SINGLY OR IN GROUPS TO MARK SPECIFIC LOCATIONS, DRUMS ARE HIGHLY VISIBLE AND HAVE GOOD TARGET VALUE, GIVEN THE APPEARANCE OF BEING FORMIDABLE OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF DRIVERS. DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER, OR ANY MATERIAL TO AN EXTENT THAT WOULD MAKE THEM HAZARDOUS TO MOTORISTS, PEDESTRIANS, OR WORKERS. WHEN THEY ARE USED IN REGIONS SUSCEPTIBLE TO FREEZING, THEY SHOULD HAVE DRAINAGE HOLES IN THE BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZE, CAUSING A HAZARD IF STRUCK BY A MOTORIST,. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. 2 zn BARRICADES BARRICADE TYPE TYPE II TYPE III WIDTH OF RAIL * B INCHES MIN - 12 INCHES MAX B INCHES MIN - 12 INCHES MAX LENGTH OF RAIL 36 INCHES B FEET s+ WIDTH OF STRIPES 6 INCHES 6 INCHES HEIGHT 36 INCHES 5 FEET REFLECTIVE SHEETING TYPE III TYPE III NUMBER OF REFLECTORIZED RAIL FACES 4 (TWD EACH DIRECTION) 6 (THREE EACH DIRECTION] + NOMINAL DIMENSIONS ARE PERMISSIBLE WHEN CONSTRUCTED FROM LUMBER, 4* WHEN LATERAL SPACE IS LIMITED, SOME TYPE III BARRICADES WITH A 4 FOOT LENGTH OF RAIL, MAY BE ALLOWED WHEN APPROVED BY THE ENGINEER. TYPE III BARRICADE TYPICAL MOUNTING OF FLASHING WARNING LIGHTS. u6 LIGHTS SHALL ALWAYS BE IN VERTICAL ALIGNMENT. TYPE II BARRICADE 45 BALLAST BAR " BALLAST E CHAIN OR OTHER APPROVED METHOD BALLAST SHALL NOT BE PLACED OVER ANY REFLECTIVE DEVICE DESIGN A BARRICADE IS A PORTABLE OR FIXED DEVICE HAVING TWO OR THREE RAILS WITH APPRO- PRIATE MARKINGS, IT 15 USED TO CONTROL TRAFFIC BY CLOSING , RESTRICTING, OR DELINEATING ALL OR A PORTION OF THE RIGHT-OF-WAY BARRICADES SHALL BE ONE OF TWO TYPES: TYPE II, OR TYPE III. STRIPES ON BARRICADE RAILS SHALL BE ALTERNATING ORANGE ACID WHITE RETROREFLECTIVE STRIPES !SLOPING DOWNWARD AT All ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASSI, THE STRIPES SHALL BE 6 INCHES WIDE. THE MINIMUM RAIL LENGTH IS 36 INCHES WHERE A BARRICADE EXTENDS ENTIRELY ACROSS A ROADWAY, THE STRIPES SHOULD SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN. WHERE BOTH RIGHT AND LEFT TURNS ARE PROVIDED, THE STRIPES MAY SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADE OR BARRICADES. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLOPE DOWNWARD TOWARD THE CENTER OF THE BARRICADE OR BARRICADES, BARRICADE RAILS SHOULD BE SUPPORTED IN A MANNER THAT WILL ALLOW THEM TO BE SEEN BY THE MOTORIST AND PROVIDE A STABLE SUPPORT NOT EASILY BLOWN OVER BY THE WIND OR TRAFFIC, BARRICADES ARE LOCATED ADJACENT TO TRAFFIC AND ARE THEREFORE SUBJECT TO IMPACT BY ERRANT VEHICLES. BECAUSE OF THEIR VULNERABLE POSITION AND THE HAZARD THEY CREATE. THEY SHOULD BE CONSTRUCTED OF LIGHTWEIGHT MATERIALS AND HAVE NO RIGID STAY BRACING FOR A -FRAME DESIGNS. TYPE II BARRICADES SHALL BE BUILT WITH LEGS OR SUPPORTS THAT WILL COLLAPSE WHEN THE BARRICADE IS TIPPED OVER OR HAS BEEN LAID DOWN ON HIGH-SPEED ROADWAYS OR IN OTHER SITUATIONS WHERE BARRICADES MAY BE SUSCEPTIBLE TO OVERTURNING IN THE WIND, SANDBAGS SHOULD BE USED FOR BALLASTING. SANDBAGS MAY BE PLACED ON LOWER PARTS OF THE FRAME OR STAYS TO PROVIDE THE REQUIRED BALLAST BUT SHALL NOT BE PLACED ON TOP OF ANY STRIPED RAIL. BARRICADES SHALL NOT BE BALLASTED BY HEAVY OBJECTS SUCH AS ROCKS DR CHUNKS OF CONCRETE,. ON THE INTERSTATE , FREEWAY AND EXPRESSWAY SYSTEM, TYPE II BARRICADES SHALL NOT BE USED FOR CHANNELIZATION THE BARRICADE OWNERS NAME. NOT TO EXCEED 15 SQUARE INCITES SHALL BE SHOWN ON THE BARRICADE BACK OR SUPPORT. BUT NOT ON ITS FACE. APPLICATION TYPE it BARRICADES ARE INTENOEO FOR USE IN SITUATIONS WHERE TRAFFIC IS MAINTAINED THROUGH THE TEMPORARY TRAFFIC CONTROL ZONE. THEY MAY BE USED SINGLY OR IN GROUPS TO MARK A SPECIFIC CONDITION. OR THEY MAY BE USED IN A SERIES FOR CHANNELIZING TRAFFIC. TYPE III BARRICADES SHALL BE SUPPLEMENTED, WITH A LIGHTING DEVICE UNLESS SPECIFICALLY DELETED BY THE ENGINEER TO USE SOME BARRICADES WITHOUT LIGHTS, TYPE III BARRICADES USED AT A ROAD CLOSURE MAY EXTEND COMPLETELY ACROSS A ROADWAY OR FROM CURB TO CURB. WHERE PROVISION IS MADE FOR ACCESS OF AUTHORIZED EQUIPMENT AND VEHICLES, THE RESPONSIBILITY FOR THE TYPE III BARRICADES SHOULD BE ASSIGNED TO A PERSON TO ENSURE PROPER CLOSURE AT THE ENO OF EACH WORK DAY, WHEN A HIGHWAY IS LEGALLY CLOSED BUT ACCESS MUST STILL BE ALLOWED FOR LOCAL TRAFFIC, THE TYPE III BARRICADE SHOULD NOT BE EXTENDED COMPLETELY ACROSS A ROADWAY. A SIGN WITH THE APPROPRIATE LEGEND CONCERNING PERMISSIBLE USE BY LOCAL TRAFFIC SHALL BE MOUNTED, NORMALLY PERMANENT SIGNS MOUNTED ON BARRICADES SHALL BE ERECTED ABOVE THE BARRICADE, THE SIGNS "ROAD CLOSED'-, OR 'ROAD CONSTRUCTION AHEAD", FOR EXAMPLE CAN EFFECTIVELY BE MOUNTED ABOVE THE BARRICADE THAT CLOSES THE ROADWAY. TYPE ill BARRICADES SHALL BE SUPPLEMENTED WITH A LIGHTING DEVICE UNLESS SPECIFICALLY OMITTED BY THE ENGINEER. DETOUR ARROW AND LARGE WARNING ARROW SIGNS SHOULD BE PLACED ON THE FACE OF BARRICADE REFLECTIVE WHITE CONES 6- ORANGE 6- WHITE 30 LB BASE DESIGN 2 1/4' MAX HEIGHT CONES SHALL BE PREDOMINANTLY ORANGE. FLOUREESCENT RED -ORANGE, OR FLOURESCENT YELLOW/ORANGE, NOT LESS THAN 28 INCHES IN HEIGHT., AND SHALL BE MADE DF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT, CONES WHEN ALLOWED ON THE INTERSTATE, FREEWAY OR EXPRESSWAY SYSTEM SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. FOR NIGHTIME USE. CONES SHALL BE RETROREFLECTIVE OR EQUIPPED WITH LIGHTING DEVICES FOR MAXIMUM VISIBILITY. RETROREFLECTION OF 28 INCH OR 36 INCH CONES SHALL BE PROVIDED BY A WHITE BAND 6 INCHES WIDE. ND MORE THAN 3 INCHES TO 4 INCHES FROM THE TOP OF THE CONE, AND AN ADDITIONAL 4 INCHES WIDE WHITE BAND A MINIMUM OF 2 INCHES BELOW THE 6 INCHES BAND, LARGE REFLECTIVE CONES SHALL BE PROVIDED WITH FOUR REFLECTIVE BANDS 6 INCHES EACH. ALTERNATING FROM THE TOP, ORANGE, WHITE, ORANGE, WHITE, WITH A TWO INCH SEPARATION BETWEEN BANDS, WHEN APPROVED BY THE ENGINEER, LARGE CONES MAY BE USED IN PLACE OF VERTICAL PANELS. LARGE CONES SHALL NOT BE USED NI PLACE OF DRUMS DR TYPE II BARRICADES.. APPLICATION TRAFFIC CONES ARE USED TO CHANNELIZE TRAFFIC, DIVIDE OPPOSING TRAFFIC LANES, DIVIDE TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION, AND DELINEATE SHORT -DURATION MAINTENANCE AND UTILITY WORK. CONES SHALL NOT BE USED AT NIGHT ON RURAL HIGHWAYS. UNLESS SHOWN ON THE PLANS OR AS APPROVED DR DIRECTED BY THE ENGINEER. STEPS SHOULD BE TAKEN TO ENSURE THAT CONES WILL NOT BE BLOWN OVER OR DISPLACED BY WIND OR MOVING TRAFFIC. CONES CAN BE DOUBLED UP TO INCREASE THEIR WEIGHT. SOME CONES ARE CONSTRUCTED WITH BASES THAT CAN BE FILLED WITH BALLAST. OTHERS HAVE SPECIAL WEIGHTED BASES, OR WEIGHTS SUCH AS SANDBAG RINGS THAT CAN BE DROPPED OVER THE CONES AND ONTO THE BASE TO PROVIDE ADDED STABILITY. BALLAST, HOWEVER, SHOULD NOT PRESENT A HAZARD IF THE CONES ARE IRADVERTENTY STRUCK lIJ -Ul0 tt¢ afn VERTICAL PANELS DESIGN VERTICAL PANELS SHALL BE 12 INCHES WIDE AND AT LEAST 24 INCHES HIGH. THEY SHALL rIAVE ORANGE AND WHITE STRIPES, AND BE RETROREFLECTIVE, PANEL STRIPE WIDTHS SHALL BE 6 INCHES, EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN 36 INCHES, THEIN 4 INCHES STRIPES MAY BE USED. IF USED FOR TWO-WAY TRAFFIC, BACK-TO-BACK PANELS SHALL BE USED MARKINGS FOR VERTICAL PANELS SHALL BE ALTERNATING ORANGE AND WHITE RETROREFLECT- ORIZED STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS), VERTICAL PANELS SHALL BE MOUNTED UPRIGHT WITH THE TOP A MINIMUM OF 36 INCHES ABOVE THE ROADWAY, VERTICAL PANELS NOT MOUNTED ABOVE CONCRETE BARRIERS SHALL HAVE LEGS DR SUPPORTS THAT WILL BREAK AWAY UPON IMPACT. APPLICATION VERTICAL PANELS MAY BE USED TO CHANNEL TRAFFIC, DIVIDE OPPOSING LANES OF TRAFFIC, DIVIDE TRAFFIC LANES OR IN PLACE OF BARRICADES WHERE SPACE IS LIMITED, WHEN APPROVED BY THE ENGINEER. VERTICAL PANELS MAY BE POST -MOUNTED ALONG THE SIDE OF THE ROADWAY. TUBULAR MARKERS ml r'»REFLECTIVE WHITE DESIGN TUBULAR MARKERS SHALL BE PREOOMINANTL ORANGE, NOT LESS THAN 28 INCHES HIGH, MINIMUM 2 INCHES WIDE WHEN FACING TRAF IC, AND MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING IMPACTING VEHICLES FOR NIGHTTIME USE, TUBULAR MARKERS SHA L BE RETROREFLECTIVE, RETROREFLECTION OF TUBULAR MARKERS SHALL BE PROVIDED BY TWO 3 INCHES WIDE WHITE BANDS PLACED A MAXIMUM OF 2 INCHES FROM THE TOP, WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS THE BASE SHALL NOT BE WIDER THAN 12 INCHES OR II CHER THAN 2 INCHES APPLICATION TUBULAR MARKERS HAVE LESS VISIBLE AREA THAN OTHER DEVICES AND SHOULD BE USED ONLY WHERE SPACE RESTRICTIONS DO NOT ALLOW FOR THE USE OF OTHER MORE VISIBLE DEVICES. THEY MAY BE USED EFFECTIVELY TO DIVIDE OPPOSING LANES OF TRAFFIC OR TO DIVIDE TRAFFIC LANES WHEll TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION. STEPS SHOULD BE TAKEN TO ASSURE THAT TUBULAR MARKERS WILL NOT BE BLOWN OVER OR DISPLACED BY TRAFFIC BY EITHER AFFIXING THEM TO THE PAVEMENT WITH ANCHOR BOLTS OR ADHESIVE. USING WEIGHTED BASES, OR WEIGHTS THAT CAN BE DROPPED OVER THE TUBULAR MARKERS AND ONTO THE BASE TO PROVIDE ADDED STABILITY. BALLAST, HOWEVER, SHOULD NOT BE ALLOWED TO PRESENT A HAZARD IF THE TUBULAR MARKERS ARE INADVERTENTLY STRUCK. IF A NOIICYLIlDRICAL DEVICE IS USED, AND IT COULD DE DISPLAYED WITH A WIDTH LESS THAN THE MINIMUM FACING TRAFFIC, IT SHALL BE ATTACHED TO THE PAVEMENT TO ENSURE THAT THE WIDTH FACING TRAFFIC MEETS THE MINIMUM REQUIREMENTS, DESIGN OPPOSING TRAFFIC LANE DIVIDERS It rn ) Y.U. iro OPPOSING TRAFFIC LANE DIVIDER STALL BE A TWO SIDED UPRIGHT REFLECTORIZED ORANGE PANEL. WITH A 12 INCHES WIDTH AND 18 INCHES HEIGHT. THE TOP OF THE PANEL SHALL BE 36 INCHES ABOVE THE PAVEMENT, THE SYMBOL ON EACH SIDE SHALL BE TWO OPPOSING BLACK ARROWS. THE LANE DIVIDER SHALL BE MADE OF LIGHTWEIGHT MATERIAL THAT WILL YIELD UPON IMPACT BY A VEHICLE, THE LANE DIVIDER BASE SHALL NOT OE WIDER THAN 12 INCHES OR HIGHER THAN 2 INCHES. THE BASE SHALL BE ATTACHED TO THE EXISTITNG SURFACE BY EPDXY OR OTHER SUITABLE ADHESIVE, TO ENSURE THAT THE PANEL REMAINS FACING TRAFFIC. APPPLICATION OPPOSING TRAFFIC LANE DIVIDERS ARE DELINEATION DEVICES USED AS CENTER LANE DIVIDERS TO SEPARATE OPPOSING TRAFFIC ON A TWO-LANE, TWO-WAY OPERATION. FLAGGERS REQUIRED METHOD EMERGENCY USE ONLY FLAGGER PADDLES FLAGGER PADDLES SHALL BE A MINIMUM IB INCH WIDE OCTAGON WITH LETTERS AT LEAST 6 INCITES HIGH. WITH A 5 FOOT RIGID HANDLE, FLAGS AND PADDLES SHALL NOT BE USED AT THE SAME TIME. IN EMERGENCIES WHERE THE STANDARD SIGN IS NOT AVAILABLE, A RED FLAG WAY BE USED BY FLAGGERS IN ACCORDANCE WITH THE FLAGGERS HANDBOOK. TO IMPROVE CONSPICUITY, THE STOP/SLOW PADDLES MAY BE SUPPLEMENTED BY ONE OR TWO SYMMETRICALLY POSITIONED FLASHING WHITE HIGH-INTENSITY LAMPS. FLAGGERS A FLAGGER MUST BE DRESSED FOR SAFETY. TO BE EASILY VISIBLE A FLAGGER MUSTMENT WEAR A VEST, SHIRT, OR JACKET, AND A CAP OR HARD HAT THAT IS BRIGHT ORANGE, YELLOW. YELLOW GREEN OR FLUORESCENT VERSIONS OF THESE COLORS (FADED OR SOILED GAR WILL NOT BE ALLOWEOI. FOR NIGHTTIME FLAGGING THE GARMENT SHALL BE REFLECTORIZED. FLAGGERS SHALL BE INSTRUCTED IN THE PROPER LOCATION, DUTIES AND PROCEDURES FOR FLAGGERS AS OUTLINED IN THE CURRENT MUTED AND THE DEPARTMENT OF ROADS FLAGGER'5 HANDBOOK. AS REQUIRED BY THE DEPARTMENT OF ROADS, THE FLAGGER SHALL BE CERTIFIED. AND HAVE IN THEIR POSSESSION. A VALID FLAGGER CERTIFICATION CARD TO STOP TRAFFIC TRAFFIC PROCEED TO ALERT AND SLOW TRAFFIC .'a R5 OCT.98 REVISE CHANNELZATION DEVICES, TAPER R4 JAN.95 REWRITE R3 AOG.88 WOROING,REFLECTNRY REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE *** of DANIEL J. 5 ORIGINAL: a WADDLE WADDB9L9 'C. • }°V ••M- $ OCTOBER 1998 II OAIE OF HEO W Roadway Dos qn DI LIGHTING DEVICES FUNCTION CONSTRUCTION AND MAINTENANCE ACTIVITIES OFTEN CREATE CONDITIONS ON OR NEAR THE TRAVELED WAY THAT ARE PARTICULARLY HAZARDOUS AT NIGHT. IT IS OFTEN DESIRABLE AND NECESSARY TO SUPPLEMENT THE REFLECTORIZED SIGNS. BARRIERS, AND CHANNELIZING DEVICES WITH LIGHTING DEVICES. STROBE TYPE LIGHTS ARE NOT PERMITTED, BARRICADE WARNING LIGHTS DESIGN (BATTERY OPERATED) TYPE 'A' LOW INTENSITY FLASHING WARNING LIGHTS ARE MOST COMMONLY MOUNTED ON BARRI- CADES, OR WITH SIGNS AND ARE INTENDED TO WARN THE DRIVER THAT THEY ARE PROCEEDING IN A HAZARDOUS AREA. THESE LIGHTS SHALL NOT BE USED FOR DELINEATION. AS A SERIES OF FLASHING LIGHTS IN A ROW WOULD TEND TO OBSCURE THE DESIRED PATH. TYPE '8HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE ADVANCE WARNING SIGNS. EXTREMELY HAZARDOUS SITE CONDITIONS WITHIN THE CONSTRUCTION AREA MAY REQUIRE TIIAT THE LIGHTS BE MOUNTED ON TYPE III BARRICADES, SIGNS. OR OTHER SUPPORTS. AS THESE LIGHTS ARE EFFECTIVE IN DAYLIGHT, THEY ARE DESIGNED TO OPERATE 24 HOURS PER DAY. TYPE 'C' STEADY BURN LIGHTS AS USED HEREIN. SHALL MEAN A SERIES OF LOW WATTAGE YELLOW ELECTRIC LIGHTS. WHERE LIGHTS ARE NEEDED TO DELINEATE OR MARK THE TRAVELED WAY THROUGH AND AROUND OBSTRUCTIONS Ill A CONSTRUCTION MAINTENANCE AREA, THE DELINEATION SHALL BE ACCOMPLISHED BY USE OF STEADY BURNING LIGHTS.. FLASHING ARROW PANEL (DISPLAY) AN ARROW PANEL IS A SIGN WITH A MATRIX OF ELEMENTS. THE MATRIX, CAPABLE OF EITHER FLASHING DR SEQUENTIAL DISPLAYS. IS INTENDED TO PROVIDE ADDITIONAL WARNING ANO DIRECTIONAL INFORMATION TO ASSIST IN MERGING AND CONTROLLING TRAFFIC THROUGH OR AROUND A TEMPORARY TRAFFIC CONTROL ZONE. AN ARROW PANEL SHOULD BE USED IN COMBINATION WITH APPROPRIATE SIGNS, BARRICADES. OR OTHER TRAFFIC CONTROL DEVICES,. DESIGN ARROW PANELS SHALL MEET THE SIZE AND SPECIFICATIONS DF THE MUTED FOR TYPE C ARROW DISPLAYS. LASHING ARROW PANEL SHALL BE RECTANGULAR, OF SOLID APPEARANCE AND FINISHED IN NONREFLECTIVE BLACK. THE PANEL SHALL BE MOUNTED ON A VEIIICLE, TRAILER OR OTHER UITABLE SUPPORT. MINIMUM MOUNTING HEIGHT SHALL BE 7 FEET FROM THE ROADWAY TO HE BOTTOM OF THE PANEL. EXCEPT ON VEHICLE -MOUNTED PANELS, WHICH SHOULD BE AS HIGH AS PRACTICABLE, THE FOLLOWING SELECTIONS SHALL BE PROVIDED ON THE ARROW PANEL OPERATING MODE PANEL DISPLAY FLASHING ARROW L MINIMUM ....1.) RIGHT SHOWN:LEFT OPPOSITE SEQUENTIAL ARROW 1/3 L MINIMUM $. 1 L.{. I ....{. RIGHT SHOOWN;LEFT OPPOSITE SEQUENTIAL CHEVRON 150 •11.;. RIGHT SHOWN;LEFT OPPOSITE FLASHING DOUBLE ARROW}..{r. 205 225 FLASHING OR ALTERNATING CAUTION 40 OR ( . j FLASHING FLASHING LINE CORNERS THE ARROW PANEL SHALL HAVE A M NIMUM SIZE OF 96 INCITES WIDE AND 4B INCHES HIGH. THE MINIMUM LEGIBILITY DISTANCE SHALL BE I MILE. THE PANEL SHALL CONTAIN 25 LAMP ELEMENTS. ARROW PANEL ELEMENT SHALL BE CAPABLE OF A MINIMUM 50 PERCENT DIMMING, AUTOMATICALLY WHEN AMBIENT LIGHT FALLS BELOW 50 LUX. THE MINIMUM ELEMENT ON TIME' HALL BE 50 PERCENT FOR THE FLASHING MODE AND EQUAL INTERVALS OF 25 PERCENT FOR EA II SEQUENTIAL CHEVRON PHASE. THE FLASHING RATE SHALL BE NO FEWER TIIAN 25 NOR MORE THAN 4D FLASHES PER MINUTE. APPLICATION A FLASHING ARROW OR SEQUENTIAL CHEVRON MAY BE USED FOR STATIONARY OR MOVING LANE CLOSURES. AN ARROW DISPLAY IN THE CAUTION MODE SHALL BE USED ONLY FOR SHOULDER WORK, BLOCKING THE SHOULDER. OR ROADSIDE WORK NEAR THE SHOULDER. AN ARROW DISPLAY SHALL NOT BE USED ON A TWO-LANE TWO-WAY ROADWAY FOR TEMPORARY ONE -LANE OPERATION OR LANE SHIFTS. AN ARROW DISPLAY SHALL NOT BE USED ON A MULTILANE ROADWAY TO LATERALLY SHIFT ALL LANES OF TRAFFIC, BECAUSE UNNECESSARY LANE CHANGING MAY RESULT, TRAFFIC SIGNALS TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN EQUIPMENT CROSSINGS WHERE THE VOLUME OF FILL MATERIAL AND THE NUMBER OF EQUIPMENT CROSSINGS PER HOUR IS HIGH. TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN BRIDGE CONSTRUCTION SITES WHERE A COMBINATION OF ONE-WAY TRAFFIC AND HIGH TRAFFIC VOLUMES WOULD BE BEST SERVED WITH THIS TYPE OF TRAFFIC CONTROL, ALL TRAFFIC SIGNAL REQUESTS AND METHOD OF INSTALLATION ON THE STATE HIGHWAY SYSTEM SHALL BE IN COMPLIANCE WITH THE MUTCD AND MUST BE APPROVED BY THE STATE TRAFFIC ENGINEER, FLOOD LIGHTS WHEN NIGHTTIME WORK IS REQUIRED, FLOODLIGHTS SHOULD BE USED TO ILLUMINATE FLAGGER STATIONS, EQUIPMENT CROSSINGS, AND OTHER AREAS WHERE EXISTING LIGHT IS NOT ADEQUATE FOR THE WORK TO BE PERFORMED SAFELY. IN ND CASE SHALL FLOODLIGHTING BE PERMITTED TO CREATE A DISABLING GLARE FOR DRIVERS, THE ADEQUACY OF THE FLOODLIGHT PLACEMENT AND ELIMINATION OF POTENTIAL GLARE SHOULD BE CHECKED BY DRIVING THROUGH THE PROJECT, PAVEMENT MARKING IT IS INTENDED TO THE EXTENT POSSIBLE, THAT MOTORISTS BE PROVIDED MARKINGS WITHIN A WORK AREA COMPARABLE TO THE MARKINGS NORMALLY MAINTAINED ALONG ADJACENT ROADWAYS, PARTICULARLY AT EITHER END OF THE WORK AREA, ALL MARKINGS AND DEVICES USED TO DELINEATE VEHICLE AND PEDESTRIAN PATHS SHALL BE CAREFULLY REVIEWED DURING DAYTIME AND NIGHTTIME PERIODS TO AVOID INADVERTENTLY LEADING DRIVERS OR PEDESTRIANS FROM THE INTENDED PATI1. PAVEMENT MARKINGS NO LONGER APPLICABLE SHALL BE REMOVED UNLESS OTHERWISE APPROVED BY THE ENGINEER. RUMBLE STRIPS EACH SECTION SHALL CONSIST OF 10 SEGMENTS. 6'' 0 E OF ROADWAY DESIGN RUMBLE STRIPS MAY BE MADE OF ASPHALT PAVING MATERIAL, EPDXY AMD AGGREGATE OR OTHER SUITABLE MATERIAL WHICH WILL MAINTAIN A DESIRABLE RUMBLE EFFECT. THE RUMBLE STRIP SHOULD HAVE AN INSTALLED HEIGHT OF 5/8", PREFORMED RUMBLE STRIPS MAY BE USED PROVIDED THEY HAVE A MINIMUM 1/2" HEIGHT,. TAPERS TAPERS ARE CREATED USING A SERIES OF CHANNELIZING DEVICES OR PAVEMENT MARKINGS PLACED TO MOVE TRAFFIC OUT OF OR INTO ITS NORMAL PATH. MERGING TAPER A MERGING TAPER REQUIRES THE LONGEST DISTANCE BECAUSE DRIVERS ARE REQUIRED TO MERGE WITH AN ADJACENT LANE OF TRAFFIC AT THE PREVAILING SPEED, THE TAPER SHOULD BE LONG ENOUGH TO ENABLE MERGING DRIVERS TO ADJUST THEIR SPEEDS AND MERGE INTO A SINGLE LANE BEFORE THE END OF THE TRANSITION, SHIFTING TAPER A SHIFTING TAPER IS USED WHEN MERGING IS NOT REQUIRED, BUT A LATERAL SHIFT IS NEEDED, APPROXIMATELY ONE-HALF L HAS BEEN FOUND TO BE ADEQUATE. WHERE MORE SPACE IS AVAILABLE, IT MAY BE BENEFICIAL TO USE LONGER TAPERS. GUIDANCE FOR CHANGES IN ALIGNMENT MAY ALSO BE ACCOMPLISHED BY USING HORIZONTAL CURVES DESIGNED FOR NORMAL HIGHWAY SPEEDS. SHOULDER TAPERS A SHOULDER TAPER MAY BE BENEFICIAL ON INCH -SPEED ROADWAYS WITH IMPROVED SHOULDERS THAT MAY BE MISTAKEN FOR DRIVING LANES !WHEN WORK IS OCCURING IN THE SHOULDER AREAS(, IF USED, SHOULDER TAPERS APPROACHING THE ACTIVITY AREA SHOULD HAVE A LENGTH OF ABOUT ONE-THIRD L. DOWNSTREAM TAPERS THE DOWNSTREAM TAPER MAY BE USEFUL IN TERMINATION AREAS TO PROVIDE A VISUAL CUE TO THE DRIVER THAT ACCESS IS AVAILABLE TO THE ORIGINAL LANE/PATII THAT WAS CLOSED. WHEN USED. IT SHOULD HAVE A MINIMUM LENGTH OF ABOUT WO FEET PER LANE, WITH DEVICES SPACED ABOUT 20 FEET APART. ONE LANE, TWO WAY TAPER THE ONE -LANE , TWO-WAY TRAFFIC TAPER IS USED IN ADVANCE OF AN ACTIVITY AREA THAT OCCUPIES PART OF A TWO-WAY ROADWAY IN SUCH A WAY THAT A PORTION OF THE ROAD IS USED ALTERNATELY BY TRAFFIC IN EACH DIRECTION. A SHORT TAPER HAVING A MAXIMUM LENGTH OF MO FEET WITH CHANNELZING DEVICES AT APPROXIMATELY 20 -FOOT SPACINGS SHOULD BE USED TO GUIDE TRAFFIC INTO THE ONE-WAY SECTION. EDGE OF TRAVELED LANE I I I I I I I I I I 23' 0 TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES TYPE OF TAPER TAPER LENGTH IFEETI MERGING TAPER L MINIMUM SHIFTING TAPER 1/2 L MINIMUM SHOULDER TAPER 1/3 L MINIMUM TWO-WAY TAPER 100 FEET MAXIMUM L = TAPER LENGTH IN FEET W = WIDTH 0 OFFSET IN FEET S = POSTED SPEED LIMIT PRIOR TO WORK IN MPH TAPER LENGTH L (FEET( I SPEED (MPH) FORMULA 40 MPH OR LESS L -60 45 MPH OR GREATER 12 FT L = TAPER LENGTH IN FEET W = WIDTH 0 OFFSET IN FEET S = POSTED SPEED LIMIT PRIOR TO WORK IN MPH TAPER LENGTH L (FEET( I SPEED (MPH) LANE WIDTH S 10 FT 11 FT 12 FT 25 105 ITS 125 30 150 165 IBD 35 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 55 550 605 660 65 650 715 780 70 700 770 840 75 750 825 900 ROADSIDE SIGNS HEIGHT AND LATERAL LOCATION OF SIGNS RURAL AREA URBAN AREA mmi' /Iii r TjNiiWW4swe TYPICAL FIRST SIGN AT CONSTRUCTION SITE Cinfrail WITH TYPE "B" FLASHING WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE WITH SPEED ADVISORY PLATE PORTABLE AND TEMPORARY MOUNTING TYPICAL SIGN MOUNTINGS POST MOUNTED SIGNS 48 INCHES OR W DER REQUIRE TWO POSTS SPEED LIMIT 45 LESS TH 40 INCHES z U' SIGN WIDTHS LESS THAN 8 INCHES MAY BE MOUNTED WITH ONE POST TYPICAL SIGN MOUNTINGS OTHER THAN POST MOUNTED MINIMUM 1 FT ABOVE PAVEMENT W : rJeT I' + 1500 F(I III i J V TYPE III BARRICADE WITH SIGN ROAD CLOSED TYPE 111 BARRICADE WITH SIGN AND DETOUR ARROW TYPE II BARRICADE WITH DETOUR ARROW OR SIGN PORTABLE AND TEMPORARY MOUNTING TYPE III BARRICADE WITH CHEVRONS PLASTIC DRUM WITH CHEVRON OR SIGN GENERAL NOTES 1. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS PRESCRIBED IN PART VI OF THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, IMUTCDI" AND THE STATE OF NEBRASKA SUPPLEMENT TO THE MUTCD. 2 TRAFFIC CONTROL PLANS AND DEVICES SHOULD FOLLOW THE PRINCIPLES SET FORTH, BUT MAY DEVIATE FROM THE TYPICAL DRAWINGS TO ALLOW FOR CONDITIONS AND REQUIREMENTS OF THE PROJECT.. 3 TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE VIEW OF OTHER TRAFFIC CONTROL DEVICES. 4 THE ENGINEER SHALL HAVE THE AUTHORITY TD REQUIRE THE USE, AND APPROVE THE LO- CATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS.. 5. UNPROTECTED TEMPORARY AND POST MOUNTED SIGNS SHOULD BE CRASHWORTHY (REFER TO THE ROADSIDE DESIGN GUIDE, CHAPTER NINE, FOR ADDITIONAL GUIDANCE(. R5 R4 R3 REV. NO. GL'T.9B JAN,95 AUG$B DATE REVISE CRANNEUZATION DEVICES.TAPER REWRITE WORDING,REFLECTIVRY DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE ORIGINAL: OCTOBER 1998 BATE C A C 0 0 o 0020 -IA -48 W21-5-48 CULVERT PROTECTION WHEN GUARDRAIL IS REMOVED AND/OR EXCAVATION IS LESS THAN 15 FEET FROM SHOULDER BRIDGE RAIL END PROTECTION WHEN GUARDRAIL IS REMOVED XX kra W41-5-36 113-1-24 3 ADVANCE VP- L AT 25 SPACING VP -IR -12 VP -IL-12 BACK TO BACK AT 25 SPACING STEEPER THAN 3:1 SLOPE 3 ADVANCE XXX 141-5-36 113-1-24 a VP- R AT 25 SPACING SLOPE PROTECTION AS NEEDED TO DELINEATE WORK AREA a 15 SEE NOTES II d 12 120 -IA -48 OR WORK BEYOND THE SHOULDER TA -1 END BLASTING ZONE TURN OFF 2 -WAY RADIO AND CELL PHONE END 0 BLASTING 122-2-42 0 ZONE 122-3-42 { J 122-1A-48 TURN OFF 2 -WAY RADIO AND CELL PHONE W22-2-42 0 TURN OFF 2 -WAY RADIO AND CELL PHONE END BUSTING ZONE BLASTING ZONE TA -2 LEGEND I TYPE III BARRICADE TYPE II BARRICADE OR REFLECTORIZED PLASTIC DRUM SIGN FLAGGER CONE CHANGEABLE MESSAGE SIGN a 0 0 CMS F=t TRAFFIC SIGNAL BEACON REQUIRED /—TRU/—TRUCK MOUNTED CK // OPTIONAL W21-5-48 MOBILE OPERATION ON SHOULDER NO ENCROACHMENT ON TRAVEL LANE TA -4 HAUL V ROAD STOP HERE ON RED eft RIO -6-24 REMOVE CENTER LINE BEFORE BEGINNING HAUL ROAD OPERATION AND REPLACE AFTER HAUL ROAD IS NO LONGER NEEDED. BE P E ARED TO STOP W3-3-48 W20-8-48 DO NOT PASS R4-1-3 121-10-48 HAUL ROAD CROSSING IN CONSTRUCTION AREA USING TEMPORARY TRAFFIC SIGNAL TA -14 FLAGGER 30' MAX FROM HAUL ROAD DO NOT PASS R4-1-30 HAUL ROAD CROSSING IN CONSTRUCTION AREA USING FLAGGERS TA -14 * SIGNS ARE SUBSIDIARY TO THE FLAGGING OPERATION. NOTES I. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY. 2, DESIGNATION OF SPEED SHOWN ON ADVISORY SPEED SIGNS W13 -I SHALL BE DETERMINED BYI THE ENGINEER IN ACCORDANCE WITH MUTCD. THE SPEED DESIGNATION SHALL BE AS HIGH AS PRACTICAL AND FEASIBLE. 3. "FLAGGER AHEAD SYMBOL" SIGN 1W20-7AI SHALL BE USED WHEN A FLAGGER IS PRESENT, AND REMOVED WHEN NOT APPLICABLE. 4, ALL SIGNS SHALL BE INSTALLED, MAINTAINED IN A CLEAN CONDITION AND REMOVED BY THE CONTRACTOR EXCEPT SIGNS WHICH SHALL BE INSTALLED AND MAINTAINED BY THE DEPARTMENT OF ROADS OR APPROPRIATE GOVERNMENT AGENCY. 5. G20-1 "ROAD WORK NEXT X MILES" SHALL BE USED ON ANY CONSTRUCTION OR MAINTENANCE PROJECT LONGER THAN 2 MILES. 6, WHEN MESSAGE I5 NOT PERTINENT, SIGNS SHALL BE TAKEN DOWN, COVERED OR FOLDED. TAPE IS NOT PERMITTED ON THE FACE OF THE SIGN. 7. VEHICLES OR EQUIPMENT SHALL NOT BE PARKED SO AS TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES. I. ORANGE FLAGS MAY BE USED TO CALL ATTENTION TO WARNING SIGNS. 9. DOUBLE FINE AND REDUCED SPEED ZONE SIGNING NOT REWIRED FOR SHORT -DURATION WORK LESS THAN 1/2 WORK DAY.. 10. CULVERT, BRIDGE AND SLOPE PROTECTION. EXISTING GUARDRAIL SHOULD REMAIN IN PLACE AS LONG AS PRACTICAL FOR THE PROTECTION IT PROVIDES, AND REINSTALLED AS SOON AS PRACTICAL, II. TA -I AND CULVERT PROTECTION SIGNING IS NOT REQUIRED IF THE WORK SPACE IS 15 FEET DR MORE BEYOND THE EDGE OF THE SHOULDER. 12. TA -I AND TA -3 FOR SHORT -DURATION OPERATIONS 60 MINUTES OR LESS, ALL SIGNS AND CHANNELIZING DEVICES MAY BE ELIMINATED IF A VEHICLE WITH AN ACTIVATED HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING OR AMBER STROBE LIGHTS ARE USED, AND THE WORK DOES NOT ENCROACH ONTO THE OPEN TRAVEL LANE. 13. TA -3 WHEN PAVED SHOULDERS HAVING A WIDTH OF 8 FEET OR MORE ARE CLOSED, AT LEAST ONE ADVANCE WARNING SIGN SHALL BE USED. IN ADDITION, CHANNELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK SPACE AND DIRECT VEHICULAR TRAFFIC TO REMAIN WITHIN THE TRAVELED WAY. 14, TA -4 VEHICLE HAZARD WARNING SIGNALS SHALL NOT BE USED INSTEAD OF THE VEHICLE'S HIGH-INTENSITY ROTATING, FLASHING OR AMBER STROBE LIGHTS. 15. TA -10 IF THE QUEUING OF VEHICLES ACROSS ACTIVE RAILROAD TRACKS CANNOT BE AVOIDED, A FLAGGER SHALL BE PROVIDED AT THE RAILROAD CROSSING TO PREVENT VEHICLES FROM STOPPING WITHIN THE RAILROAD CROSSING EVEN IF AUTOMATIC WARNING DEVICES ARE IN PLACE. 16. TA -14 WHEN THE HAUL ROAD IS NOT IN USE, TYPE III BARRICADES SHALL BE IN PLACE. THE "FLAGGER", "SIGNAL AHEAD", AND "BE PREPARED TO STOP" SIGNS SHALL BE COVERED OR REMOVED, AND THE TRAFFIC SIGNAL SHALL BE PUT INTO FLASH YELLOW ON THE HIGHWAY, RED ON THE HAUL ROAD. 17, TA -I9 THE 'NO PASSING" SIGNS AND PAVEMENT MARKINGS ARE NOT REQUIRED IF HAULING OPERATION IS IN EFFECT ONLY DURING DAYLIGHT HOURS, 18. A TYPE III BARRICADE IS REQUIRED WHEN THE CHANGEABLE MESSAGE IS WITHIN 15' OF THE SHOULDER. 19. BARRELS ARE REQUIRED WHEN THE CHANGEABLE MESSAGE SIGN IS INSTALLED ON OR NEAR A PAVED SHOULDER. 20. APPLICATIONS SHOWN ARE FOR LOCAL SITUATIONS IN PROPERLY MARKED CONSTRUCTION ZONES AND DO NOT INCLUDE LEAD SIGNS WHICH ARE INSTALLED AT THE BEGINNING OF THE PROJECT, 21, THE LEAD SIGNS ARE NOT NEEDED IF TWO PROJECTS ARE LESS THAN 1 MILE APART. THE "ENO CONSTRUCTION" SIGN LG20-28-401 SHOULD NOT BE INSTALLED BETWEEN THE PROJECTS, 22, REFER TO STANDARD PLAN NO, 920 FOR GENERAL INFORMATION NOT SHOWN, 85 84 R3 REV. NO. DEC.05 AUG.98 MAY 83 DATE 2003 MUTCO UPDATE SIGN CHANGES, ADDITIONS ADDITIONS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO,921-R5 TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE ORIGINAL: JUNE 3, 1980 OAiE 0 O 0 ROAD WORK NEXT XX MILES t ENO ROAD WORK %+a.! yea Drew Safe& G20 -2B -4B SHOULDER TAPER (SEE NOTE 131 W21 -5-4B SHOULDER TAPER (SEE NOTE 131 END ROAD WORK nada yea Dal Safe* G20 -2B-48 It SHOULDER TAPER )SEE NOTE 131 W21-5-48 ROAD WORK NEXT XX MILES G20-1-60 WORK ON SHOULDERS TA -3 SPEED LIMIT 60 FINES DOUBLE R2-1-24 R2-IWZ-24 SEE NOTE E SPEED LIMIT 35 FINES DOUBLE R2-1-24 R2 -1W2-24 T BE KEPT W WORK AREA SPEED LIMIT 60 R2-1-24 SEE NOTE E END ROAD WORK 7AaaA yea Ada, Safely G20-28-48 DRUMS OR 42" CONES AT 25 SPACING MAY BE REWIRED TO SEPERATE WORK AREA FROM THE OPEN LANE. 36" CONES MAY BE USED FOR DAYTIME WORK ONLY DRUMS AT 25' SPACING 36" CONES MAY BE USED FOR DAYTIME WORK ONLY 0 BUFFER SPACE 00 0 ab.t o W20 -7A-48 LEI SPEED LIMIT 45 DOUBLE R2 -I-24 \2-I 24 SPEED LIMIT 60 nuts DDUDLE R2-1-24 R2-IWZ- 4 NOT REO'D IF WITHIN 1500 OF REDUCED SPEED AHEAD SIGN 3-5-36 nn[s FOR S PEED IRS DOUBLED RI ROSS DOMES RI4-17-4B W20 -IA -48 W/ TYPE A WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE LANE CLOSURE TA -ID SIGNS ARE SUBSIDIARY TO THE FLAGGING OPERATION. STEEP SLOPE DELINEATION VERTICAL PANELS SHOULD BE USED FOR AREAS WHERE GUARD RAIL IS REMOVED, OR PROJECT GRADING HAS CREATED A DROP-OFF SLOPE STEEPER THAN 3:1, AND WITHIN 15 FEET OF THE TRAVEL LANE. NOT USED FOR CULVERT OR BRIDGE END PROTECTION. VERTICAL PANEL SPACING MAY BE REDUCED FOR HORIZONTAL CURVES. —FLATTER THAN 3:1 SLOPE WORK ZONE SPEED LIMIT NOTES LESS THAN 15' STEEPER THAN 3 I SLOPE WORK ZONE SPEED LIMITS SHALL NOT BE INSTALLED WITHOUT A SPEED ZONE AUTHORIZATION COMPLETED BY THE DEPARTMENT, D. REDUCED SPEED LIMITS SHOULD BE USED ONLY IN THE SPECIFIC PORTION OF THE WORK ZONE WHERE CONDITIONS OR RESTRICTIVE FEATURES ARE PRESENT. HOWEVER. FREQUENT CHANGES IN THE SPEED LIMIT SHOULD BE AVOIDED. THE REDUCTION OF SPEED SHOULD BE DESIGNED SO VEHICLES CAN SAFELY TRAVEL THROUGH THE WORK ZONE WITH A SPEED LIMIT REDUCTION OF NO MORE THAN 10 MPH UNLESS OTHERWISE NOTED IN THE PLANS, C. WORK ZONE SPEED LIMITS SHOWN ARE TYPICAL APPLICATIONS ONLY AND ARE NOT TO BE ASSUMED AS THE SPEED LIMITS REQUIRED FOR THE WORK. D. EXISTING SPEED LIMIT SIGNS SHALL BE REMOVED OR COVERED WHEN A REDUCED WORK ZONE SPEED LIMIT IS IN EFFECT IN THE SAME AREA. E. WORK ZONE SPEED LIMIT SIGNS SHALL BE INSTALLED EVERY MILE THROUGH THE WORK AREA WHEN SPEED ZONE IS REDUCED, F. A SPEED LIMIT SIGN ENDING THE REDUCED SPEED ZONE SHALL BE INSTALLED AT THE END OF EACH ZONE, CMS_ SEE NOTE 19 C CHANGEABLE MESSAGE SIGN PROTECTION TAPER FORMULA L = S x W FOR SPEEDS OF 45 MPH OR MORE L = 60 2 FOR SPEEDS OF 40 MPH OR LESS. WHERE: L = MINIMUM LENGTH OF TAPER. S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. W = WIDTH OF OFFSET (LANE WIDTH). LESS THAN IS' CMS SEE NOTE 10 0 LEGEND TYPE III BARRICADE TYPE II BARRICADE OR REFLECTORIZED PLASTIC DRUM { SIGN 0-4 FLAGGER A CONE CMS CHANGEABLE MESSAGE SIGN EBB TRAFFIC SIGNAL R5 DEC.05 2093 MUTCO UPDATE R4 AUG.98 SIGN CHANGES. ADOU'ON5 R3 MAY 83 ADO/FIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.921-R5 TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE ORIGINAL: JUNE 3, 1980 DATE CROSS ROAD INTERSECTING CLOSED ROAD ROAD CLOSED R11-2-48 W/TYPE A WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE ADDITIONAL TYPE III BARRICADE MAY OE USED AS NEEDED ROAD CLOSED I MLLES AHEAD LOCAL TRAOC ONLY -=== — W20 -3A-48 Rll-3A-6D TRAFFIC NOT LLD'ED TO CROSS CLOSED ROAD STOP RI -i-30 /• CLOSED ROAD TOR CLOSED PLASTIC DRUMS AS NEEDED TO DELINEATE OPEN TRAVEL AREA ROAD CLOSED To THRU TRAFFIC RII-2-48 RII-4-60 W/TYPE A 'WARt DIG LIGHT MOUNTED ABOVE TYPE III BARRICADE ADDITIONAL TYPE I I BARRICADES MAY BE USED S NEEDED TRAFFIC ALLOWED TO CROSS CLOSED ROAD ROAD CLOSED OR RII-2-40 ROAD CLOSED x MILES MIEAD LOCAL TRAFFIC ONLY R11 OR ROAD CLOSED BEYOND JUNCTION BRIDGE OUT RII-2A-4A 1'!40-11-40 OPTIONAL I BRIDGE OUT """`!'I X MILES AHEAD LOCAL RAMC ONLY GO RII-3B-60 SEE NOT 7 SIDE ROAD { W20 -IA -48 SIDE REVD * OMB WEST NORTH a- OEIOURI NORTH WAR WH IOWA TT .I LOAN TOWN /X * JUNCTION ‘ POOR '131 W4 66i \661 . `AT!. COVER) 1 500' * 'NORM 66 W20 -2D-48 ROAD CLOSED X NOES AHEAD LOCAL TRArn< ONLY OR BRIDGE OUT X MILES AHEAD LOCAL TRAFFIC OILY RII-3A-60 RII-38-GO MOU no OVER M4 -IDL -48 WITH TYPE A WARNING LIGHTS MOUNTED DLI TYPE III BARRICADE -_.COVER WITH * TITOYOI xT 4- IMO! XII TOWN TX -it * [XXL CLOSED TO XXXX USE HWY XX & XX TO XXXX USE WHERE APPLICABLE JUNCTION IOEIOORJ NORTH' "\t>61___-. 66/ 13� 13 'W20 -TA -48 'Al/TYPE B WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE COVER SIGN COVERS OVER REFLECTIVE MATERIAL SHALL BE INSTALLED WITH ,PACERS TO PREVENT DAMAGE NOTES I SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY, ALL SIGNS SHALL BE INSTALLED, MAINTAINED IN A CLEAN CONDITION Al* REMOVED BY THE CONTRACTOR EXCEPT SIGNS WHICH SHALL BE IIGTAI.LED At@ MAINTAINED BY THE DEPARTMENT OF ROADS OR APPROPRIATE GOVERNMENT AGENCY WHEN MESSAGE IS NOT PERTINENT, SIGNS SHALL BE TAKEN DOWN. COVERED OR FOLDED TAPE I5 NOT PERMI TEED DLI THE FACE OF THE SIGN. . VEHICLES OR EOUIPMENT SHALL NOT BE PARKED SO AS TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES 5 FLAGS MAY BE USED TO CALL ATTENTION TO WARMING SIGNS 6. W'HEII APPROPRIATE THE SIGN RII-28 -BRIDGE OUT MAY BE USED INSTEAD DF RII-2 "ROAD CLOSED" 7. BARRICADE AND SIGN MAY BE PLACED ALONG EDGE OF ROAD IF IIEEDED FOR LOCAL TRAFFIC. 8 REFER TO STANDARD PLAN ND. 920 FOR GENERAL INFORMATION NO1 SHOWN ROAD CLOSED AT JUNCTION LOSER! ROAD r^ ROAD CLOSED RI1-2-48 1.14-10-48 LEGEND TYPE III BARRICADE 0 TYPE II BARRICADE OR REFLECTORIZED PLASTIC OHW4 { SIGN U S FLAGGER CONE * INSTALLED BY OTHERS TAPER FORMULA L = S ,, A FOR SPEEDS OF 45 MPH OR YORE. L 60 FOR SPEEDS OF 40 MPH OR LESS. WHERE: L = MINIMUM LENGTH OF TAPER. S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR 10 MORN, W = WIDTH OF OFFSET UTE WIDTH) REV. t10. DATE I DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 923 TRAFFIC CON ROAD CLOS TROL JRE Lli ip�x APPROVED: E-631] AUGUST 1998 PATE Roadway Design D 2.1 LA 0 ioono 00- a 0 o - m0 W20 -7A-36 OPTIONAL SINGLE FLAGGER OPERATION -- 20' SPACING ONE LANE CLOSED WITH FLAGGER R8 -3A-24 AS REQUIRED TO PROHIBIT PARKING SHOULDER OR PARKING LANE CLOSED PHO ROAD WORK RW pa Dein AAA' EDD ROAD WORM nv4 'Wotan* LANE CLOSED NEAR INTERSECTION (RIGHT LANE CLOSED) ENO ROAD WORE n,:AA.a Ma s -S. 620-28-48 .f 'l R8 -3A 24 AS REQUIRED TO PROHIBIT PARKING G20 -2B-48 W20 -IA -48 WORK IN CENTER OF ROAD WITH LOW TRAFFIC VOLUMES CHO ROAD WORM nego Dein s,ay C/./ 0140 ROAD WORK Mw/yeo Then 6„y OR A W1 -4L-48 V W1 -3L-48 Ixxl WI3-1-24 x% WI3-I-24 _AND ABOVE AND BELOW 620-28-48 3 -LANE ROADWAY ONE LANE CLOSED W20 -IA -48 (DEMO 4— 4 AS NEEDED ROAD CLOSED R11-2-48 ROAD CLOSED IC SIIRD TNAFn: R11-4-60 • ROAD CLOSED RIT-2-48 I.------ W20-IA-48 ref AS NEEDED ROAD'CLOSED THRO TRAFFIC RII-4-60 ROAD CLOSED R11-2-48 M4 -TOR -48 d W20 -IA -48 W20 -1A-48 ( / i IOCREUDI EROS ROAD WEEK nr qe. a!n smy G20-28-4 - INO0EI A r► \ni uo — W20 -2A-48 CLOYALP W20 -3A-48 ROAD CLOSED AT DETOUR TWO-WAY LEFT TURN LANE CLOSED ROAD CLOSED R11-2-48 00010001 (WEST) 20-38-48 20-3C-48 ROAD c oSCO I Am 444 M1 -3A-60 M4 -10L-40 r W20-20-48 I ROAD CLOSED BEYOND DETOUR 1000 CI 1 4, LEGEND -'® FLASHING ARROW PANEL TYPE THREE BARRICADE ® RETRO-REFLECTORIZED PLASTIC DRUM 0 42” RETRO-REFLECTORIZED CONE O REFLECTORIZED PLASTIC DRUM OR 42" RETRO-REFLECTORIZED CONE SINGLE POSTED SIGN DOUBLE POSTED SIGN a x FG NX%% PLAAVEMENTGER MARKING REMOVAL TAPER FORMULA = MERGING TAPER L/2 = SHIFTING TAPER L/3 = SHOULDER TAPER L = WXSFORSPEEDSOF 45 MPH OR HIGHER Z L = 60 FOR SPEEDS OF 40 MPH OR LOWER L = MINIMUM LENGTH OF TAPER S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK W = WIDTH OF OFFSET NOTES 1. ALL BARRICADE AND SIGN LOCATIONS ON THIS PLAN ARE APPROXIMATE, AND MAY BE ADJUSTED TO FIT FIELD CONDITIONS. THE SIGNS SHALL BE INSTALLED SO AS NOT TO OBSCURE THE VIEW OF OTHER TRAFFIC CONTROL DEVICES. 2. MINIMUM WIDTH OF TRAVELLED LANE SHALL BE AS REQUIRED BY THE ENGINEER. 3. FLASHING ARROW PANEL REQUIRED ON ALL ROADWAYS WITH POSTED SPEED LIMIT 45 MPH OR HIGHER. THE USE OF A FLASHING ARROW PANEL IS OPTIONAL ON ROADWAYS WITH A POSTED SPEED OF 40 MPH OR LOWER. 4. LONG-TERM FLASHING ARROW PANELS IN URBAN RESIDENTIAL AREAS WHERE DIESEL ENGINE NOISE WILL BE DISRUPTIVE TO RESIDENTS, MAY BE REQUIRED TO OPERATE BY 120 VAC, OR IF SIGHT DISTANCE ALLOWS, A SOLAR POWERED ARROW PANEL MAY BE USED, 5. FOR SHORT-TERM WORK (LESS THAN 24 HOURS) SIGN 020-28-48 (END ROAD WORK, THANK YOU. DRIVE SAFELY) MAY BE OMITTED. 6. THE MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES IN A TAPER SHOULD BE APPROXIMATELY EQUAL IN FEET TO THE SPEED LIMIT (S). WHERE CHANNELIZING DEVICES ARE USED ALONG THE WORK AREA, THE SPACING MAY BE INCREASED TO THE DISTANCE IN FEET EOUAL TO THE SPEED LIMIT, DOUBLED 02 x M. SEE "TAPER FORMULA" TABLE FOR MORE INFORMATION. 7. FOR LANE CLOSURES OVER 48 HOURS, REMOVE CONFLICTING PAVEMENT MARKINGS OR COVER EXISTING DURABLE PAVEMENT MARKINGS WITH TYPE II BLACK TEMPORARY PAVEMENT MARKING TAPE. 8. DESIGNATION OF SPEED SHOWN ON ADVISORY SPEED SIGNS W13-1 SHALL 8E DETERMINED BY THE ENGINEER IN ACCORDANCE WITH MUTCD. THE SPEED DESIGNATION SHALL BE AS HIGH AS PRACTICAL AND FEASIBLE. ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS A URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100' URBAN (HIGH SPEED - 45 MPH OR HIGHER) 350' REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.924 TYPICAL URBAN TRAFFIC CONTROL PLAN _EHWA APPROVED: 9,1, D. a 0//77aon9 DA E ORIGINAL: FEBRUARY 1,2010 DATE E5 0 m 0 zNN W - Z 0v - W20 -1A-4\8\ O W20-5LA-446 / A ND 0000 WORK n..1 R.a Ma San G20-28-48 Ni W4 -2L-48 L B -2=24 (OPTIC AL) 4 V W20 -1A-48 -- A A nm ROAD WORK and $044 AR. .4ny G20-20-48 KEEP MK R4-78-24 W20 -1A-48 A I� ENO ROAD WORN 10,.1 y,. df,. A/4/ W20 -1A-48 TEMPORARY PAVEMENT MARKING 020-2B-48 R3 -7L-30 KEEP MW IaT R4 -7B-18 W4 -2R-48 W20-5RA-48 W20 -IA -48 L A I A I A I (00 ROAR WORK S ay Ake 1J.g 48 20-28-4 A / O A 2120-5LA-48 KEEP MM W20 -1A-48 R4-78-16 ERR ROAD WORK (111.1 f^, Mutiny 020-26-48 R3-2-24 (OPTIONAL) 48 A 111 W20-5LA-48 ENO ROAD WORK 7044 y„ Drc.. s./.y G20-28-48 W20 -(A-48 4 LANE UNDIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION LEGEND '"® FLASHING ARROW PANEL TYPE THREE BARRICADE • RETRO-REFLECTORIZED PLASTIC DRUM a 42" RETRO-REFLECTORIZE0 CONE REFLECTORIZED PLASTIC DRUM CD OR 42" RETRO-REFLECTORIZED CONE SINGLE POSTED SIGN -- DOUBLE POSTED SIGN r FLAGGER KKKK PAVEMENT MARKING REMOVAL L L/2 L/3 L L L S W TAPER FORMULA MERGING TAPER = SHIFTING TAPER = SHOULDER TAPER = W x S FOR SPEEDS OF 45 MPH OR HIGHER 142 - GG FOR SPEEDS OF 40 MPH OR LOWER = MINIMUM LENGTH OF TAPER = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK = WIDTH OF OFFSET A I I W20 -1A-48 LANE CLOSED NEAR INTERSECTION (LEFT LANE CLOSURE FORMING A TURNBAY) ID 4l OD000 \ O W20 -IA -48 ROAD CLOSED R11-2-48 _ o _ Imp 0.4 r Arad ROAD EEDRED IR 111011 TRAFFIC R11-4-60 W20 -IA -48 A EIIO ROAR WORK 0.6 .134. . s3r. G20-28-4 R3-2-24 (OPTIONAL) KEEP RIGHT R4 -T8- 8 W20 -1A-48 A I/ 11000 EAD RDA0 WORK n..e in Ain t,/• ROAD CL05E0 10 01110 0RAFFIC R11-4-60 AS NEEDED I /1 10(10011] END ROAD WORA =7,7, 10,01. s.ny G20-28-48 L d .1 4.4Itt ROAD CLOSED �$ .. W20 -)A-4 R11-2-48 M4 -IDR -48 4 LANE DIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION Hui NORTH] / ODOUR] 0(IORRI A ..., W20 -2A-48 �. W4 -2L-48 A O W20-5LA-48 W20 -3A-48 ROAD CLOSED AT DETOUR (OPTIONAL LANE CLOSURE) W20 -IA -48 A RA -48 W4 -2R-48 W3-1-48 OPTIONAL LEFT TURN LANE CLOSURE. - 0 0 STOP( �D R1-1-36 0 0 R1-3-24Mg \ _ VoL . O ROAD WORK 103.1 sha nn. s.ny G20-28-4 W3-1-48 W2 -IA-48 /t A RI A 0t 0 0 •� EE W20 -IA -48 W3 -I-48 END ROADWORK 10 ..1 r.. DM. sr41 020-28-48 ERR ROAD WORK W20 -1A-48 DIVIDED ROADWAY ONE LANE CLOSED A A A _ tit_ IW4-2R-4B MI RI -1-36 R1-1-24 OPTIONAL LEFT TURN Yz L LANE CLOSURE W20-5RA-48 W20 -1A-48 TEMPORARY 4 -WAY STOP FOR SIGNAL WORK REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.924 TYPICAL URBAN TRAFFIC CONTROL PLAN FHWA APPROVED: �4 r - 11 I/'7 / DATE ORIGINAL: FEBRUARY 1.2010 DATE V ROAD CLOSED ROAD CLOSED ROAD CLOSED BEYOND DETOUR W20 -1A-4? A W20-5LA-4 . W4 -2L-48 KEEP DIT v END ROAD WORK - Dnas✓4' G20-26-48 L W1 -8R 25 SPACING AO W20 -1A -48"- A 1 A W20 -IA -48 ROAD NORA Mag.. its Mn.S✓.y 20-28-\ END ROAD WOOD "And s.. Dein Wy tt >;;R -3o CV A \ 'S'„` / /W9 -3L--48 A /W20 -IA -46 LANE CLOSED NEAR INTERSECTION (RIGHT LANE REMAINS OPEN) ® OR WI -4R-46 W1 -3R-46 W13-1-24 Ix x) W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW R3-2-24 R4 -7B-10 (OPTIONAL) TEMPORARY WHITE PAVEMENT MARKING _ 2' DASH - 6' GAP XX R3 -1-24 U A W20 -1A-46 C/C4 W1 -BL W20 -1A-48 R3-2-24 (OPTIONAL) ESD ROAD NORA A.A„, nth. ta,4 020-28-48 4-2R-48 A W2� saa-4e xx OR WI -4L-48 ” WI -3L-48 WI3-I-24 (Ml W13 -I-24 35 MPH 30 MPH AND ABOVE AND BELOW W20 -IA -48 4 LANE UNDIVIDED ROADWAY TWO LANES CLOSED NEAR INTERSECTION LEGEND —® FLASHING ARROW PANEL TYPE THREE BARRICADE O RETRO-REFLECTORIZED PLASTIC DRUM 0 42" RETRO-REFLECTORIZED CONE O REFLECTORIZED PLASTIC DRUM OR 42" RETRO-REFLECTORIZED CONE SINGLE POSTED SIGN "— DOUBLE POSTED SIGN r FLAGGER 0000 PAVEMENT MARKING REMOVAL TAPER FORMULA L = MERGING TAPER L/2 = SHIFTING TAPER L/3 = SHOULDER TAPER L = W x S FOR SPEEDS OF 45 MPH OR HIGHER 2 L = 60 FOR SPEEDS OF 40 MPH OR LOWER L = MINIMUM LENGTH OF TAPER S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK W WIDTH OF OFFSET W4 -2L-48 W20 -IA -48 1 A G A ENO ROAD WORT ,.i y.. L G20-28-4 KEEP RI4a R3-2-24 (OPTIONAL) KEEP a RIGHT W20 -1A -4B R -7B-I8 DEEP a RT R -78- B R -2-24 (OPTIONAL) A t• .i• '. ---- TEMPORARY WHITE PAVEMENT MARKINGS 2' DASH 6' GAP /0 I• 0 D KEEP Mm /fl -78- 8 % A , W20 -IA -48 TEMPORARY YELLOW PAVEMENT MARKINGS 2' DASH 6' GAP 4" DOUBLE YELLOW CENTERLINE OR . n 1-4R-48 " WI -3R-458 IW13-i-24 W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW A CONTINUE AT 25 SPACING WHERE DROP-OFF EXIST W20 -1A-48 NEXT TO TRAVEL WAY 25 SPACING W20 -IA -4B A W20 -IA -48 R3-2-24 (OPTIONAL) G20 -2B-48 AAATtANA MUT OR L R3 -7R-30 "7 W1 -4L-48 v WI -3L-48 1/= ,x XI W13-1-24 MI W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW >W20-5RA-48 4 -LANE DIVIDED HALF CLOSED W20 -IA -48 W20 -1A-48 END ROAR WORK >✓✓ De,4 Dein Safe* 020-28-48 WI BR OH W1 -4R-40 1:1111-3R-48 ANDXXJ W13 -I-24 x.X� W13-1-24 35 MPH MPH AND ABOVE AND BELOW kik VAT ENO Masi s:. w„xsy A —4220-5RA-48 OR 1-4L-48 " WI -3L-48 WI3-1-24 %% W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW A W20 -IA -48 4 -LANE UNDIVIDED 2 LANES CLOSED REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 924 TYPICAL URBAN TRAFFIC CONTROL PLAN _FNMA APPROVED: a . ORIGINAL: FEBRUARY 1,2010 DATE