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HomeMy WebLinkAboutSID2015-1CITY OF HASTINGS 9TH STREET PAVING IMPROVEMENTS HASTINGS, NEBRASKA SID 2015-1 LEGEND��NDEXOFSHEETS 8 POWER POLE JJJwIu a 1 HOVEONTAL cvq COWER IDLE w/ ucHT 2 HORIZONTAL CONTROL FE LIGHT POLE [Cprm ier C�❑❑ 3 TYPICAL SECTIONS°ark l4 GENERAL INFORMATION GUY WIRE [tPo ora o Jam°"J��� 5 GENERAL INFORMATION TELEPHONE BOKINFORMATIONai ^2 v J 6 GENERAL HE ELECTRIC BOx tam she e =°t ��� I 7 PHASING PLAN ® ELECTRIC METER Irr �� 8 PLAN &PROFILE E °+ GAS VALVE )— a! 9 PLAN & PROFILE cureB srDP e b Il e _ fY 10 GEOMETRICS, JOINTS & GRADES a WATER VALVE"� g z 11 GEOMETRICS, JOINTS &GRADES tzt h=°t FIRE HYDRANT 12 GEOMETRICS, JOINTS & GRADES d 13 CONSTRUCTION &REMOVALS SPRINKLER HEAD RlnRln I 14 CONSTRUCTION & REMOVALS SIGN v mm� SIGNx 15 CONSTRUCTION & REMOVALS 16 CONSTRUCTION & REMOVALS w BOLLARDyy �----_ 17 STORM SEWER PLAN &PROFILE ® WOOD POST 18 STORM SEWER PLAN & PROFILE - ® GRATE INLET Heartwell Palk z _ 19 STORM SEWER PLAN &PROFILE w z O STORM SEWER MANHDLE O SANITARY MANHOLE 20 STORM SEWER PROFILES z O 21 STORM SEWER PROFILES to S W yam BILLBOARD �� ® Xi -X7 CROSS SECTIONS m w WATER LINE 9th An°t FD FIBER OPTIC LINE 303-R2 CURB ❑ p ® NDOR STANDARD PLANS o -uc UNDERGROUND Powell ❑ Hl�astr®ege t��� O 443-R9 CURB INLET S I -DH OVERHEAD POWER College I PROJECT LOCATION 920-R6 TRAFFIC CONTROL >o sD STORM PIPE a —_ _ 924-R1 URBAN TRAFFIC CONTROL �s SANITARY SEWER c GAS LINE El WOOD P e U' k ire°t O WOOD FENCE IeBB CONTOUR LINE _ k= -Ell", cl O u N oEu BUSH nn sh=°r O O DECIDUDUS TREE `r CONIFEROUS TREE W� _ l O F \net 6P Amt st ^ w CONCRETE e � BUILDING LINE tn+ 5,� � 1 '� r _ Qof O �ICpt��� a �a� cre.�nED o�. e0 0 O ( Y re=tQ �aSch !%.� � �� uull _ s sr m sn t O U Q < tre.,I IE� a m st z°a s r.=t �o°o w z w m n U)z HASTINGS, NEBRASKA to Z F NOT TO SCALE ~ U)m Q ,pp'ved by MMR d't' 01 29 2011 SHEET 1 of 21 ALIGNMENT CONTROL 9TH STREET PAVING PI STA. D+50.OD T N 251.055.18 E ,093,186.26 ZP PI STA. 2+12.32, 24.43LT N 281,231.07 E 2,093,185.25 RADIUS - 6D.OD' Q - 89'25'39" L - 93.64' T - 59.40' C 84.43' PC 5TA. 1+65.50 N 281,171.67 E 2,093,185.59 PT STA 2+59.14 N 281,232.D1 E 2,D93,244.64 4� PI STA. 9+DO J 0 N 281,242.12 E 2,093,BB5.42 z z w 1 a I 95+p0�- w 96+00 ALIGNMENT CONTROL 9TH STREET STORM SEWER PI STA, 94+50.00 N 281.219.Z4 E 2,092,435.60 4� PI STA, 109+00 N 61,242.12 E 2,093,BB5. 42 BENCHMARKS BENCHMARK "A" CHISELED H' ON NW NUT ON TOP OF FIRE HYDRANT AT THE SE CORNER OF 9TH STREET AND ELM AVENUE. ELEVATION - 1918.42 BENCHMARK "B" CHISELED 'H' ON NW NUT ON TOP OF FIRE HYDRANT AT THE SE CORNER OF 9TH STREET AND ASH AVENUE. ELEVATION - 1915.25 BENCHMARK "54" CHISELED H' ON NW NUT ON TOP OF FIRE HYDRANT ON THE SOUTH SIDE OF OF 9TH STREET AND DRIVE TO PHYSICAL FITNESS BUILDING. ELEVATION - 1917.47 BENCHMARK "B5" CHISELED 'H' ON NW NUT ON TOP OF FIRE HYDRANT AT THE BE CORNER OF 9TH STREET AND SECOND AVENUE. ELEVATION - 1917.45 BENCHMARK 221 CHISELED 'H' ON BE CORNER OF CONCRETE GAS LINE VAULT. ELEVATION - 1918.63 100+00 CONTROL PT. 50188 BENCHMARK A BENCHMARK 221 LI ® 0 CONTROL PT. 101 M 9TH STREET CONTROL PT. 1DO I CONTROL POINTS CONTROL PT. 10D �V" REBAR N 280,90(E7B E 2,092,803.37 ELEV. 1917.29 CONTROL PT. 101 72" DEBAR N 280,987.82 E 2,092,697.24 ELEV. 1919.89 CONTROL PT. 102 Ye" DEBAR N 281,259.99 E 2,092,709.80 ELEV. 1915.35 CONTROL PT. 11D MAG NAIL N 28L20s48 E 2,093,385.40 ELEV. 1914.96 CONTROL PT. 10776 ALUM. CAP N 281,245.58 E 2,093,88282 ELEV. 1915.19 CONTROL PT. 50188 ALUM. CAP N 281,224.56 E 2,092,55D.83 ELEV. 1913.89 103+00 3+00 STATION EQUATION STA. 2+59.14 = STA. 102+59.14 - BENCHMARK B 11 105+00 5+00 El L - - — CONTROL PT. 11D E ® N W N F oo 1 J a D 25 0 SCALE IN FEET �q Q Uz Y O S, Om y - wN > w - z �F O o 106+00 107+00 108+00 109+00 z 6+00 7+00 8+00 9+00 a CONTROL PT. 10776 w 0 44- 9TH STREET >o A a o T BENCHMARK BS J N N BENCHMARK B4 O U-1 N D z cl W (n Q n z J 0 N U) Z of W Z Z W O OO Q J 0' SO LL SO z O- O N F Z_ Q Y O Q O = SO of � W W z W F O z Z = F F m O Q ,PP,vbd by MMR SHEET 2 of 21 E ® N ZF Q o u v , Q R.O.W. R.O.W. I A N fib' v, N O Q 6' ¢ STREET 4' 6' B' ID' ID' B' VARIES ._\Yirt iti>v• r��.�, .Ftidi `; .N wC e„�'�w,�...`�e^•iF* -h}ah�M •��. -sID5L�1r'Sh h ^v - L F�`2'{M+rt ID>fi ~'h,ti��. xN a f%}af44rti' ` Y+"..'ii`. s1 4 i%YC6"RU.�F! • VARIES 207. s"INTEGRAL LONGITUDINAL JOINT PROFILE POINT 6:1 MAH INTEGRAL cuee (TYP.) w/ TE GAR (rrP.) B (TYP 209 209 I A SNAKING CONCRETE 1-3 0 4 3-D CONCRETE SIDEWALKSIDEWALK +RGrh .54�.-n•a ,4. er+. �_. n. '�':� >r _yx: r.�' ! o•`,. ;>ti.;�, r Y`•r �:T.. tG. a.+. .' v N,M>..\ - .�vVh .. Vim•. \, a" P.C. CONCRETE PAVEMENT 12" SUBGRADE PREPARATION EW . TYPICAL SECTION STA. 1+43 TO 8+81 aa' E-100]4 NOT TO SCALE R.D.W. R.D.W. U) 60' Z O 30' 30' 0 U) w 36' s ¢ STREET 1 D' 1 D' a' o ARIES LONGITUDINAL BAR JDINT PROFILE POINT >o 2D9. LIP CURB 6:1 MAH. W/ TE BAR (TYP.) 6" INTEGRAL �— w > VARIES CURB (TYP.) 209 209 N CONCRETE 5 3 D EHISTING N N SIDEWALKS�. e" Y•( !ri ry i -]V`2, MIN LwF V .y !�'Y n K. \ Yj�4 [s'fY�^� •.} hp1.'t5 CONCRETE O SIDEWALK O J+in! t Na ["Z'.s' J.y .l.t f N ♦.rS'r' . , S� _„ysuy`� l YlA bi .W... u`(:- x'T v� .f 5• <"'lLii 'i. W., pvn.}. h `Yhy....ip.J Y . ' i L. S Y' N.v?i i 1xF BVH') i YSeh•..cl A r.w. �j\/ / .. ... 8" CDNCRETE Yjti ^�N/\ PARKING B" P.C. CONCRETE PAVEMENT \/ \/\ 12" SUBGRADE PREPARATIDN U) F ( W Z TYPICAL SECTION STA. 1+00 TO 1+43 0 F NOT TO SCALE C) Q O O=ED J LL U O QQ d F z Y ?J F U `aI a m F m w w w z m rn (D U) O z_ x m Q TH pp—d by MMR 5 by SHEET 3 of 21 ESTIMATED SUMMARY OF QUANTITIES -BID SECTION A ITEM DESCRIPTIDN QUANTITY UNIT B" P.C. CONCRETE PAVEMENT 701 BY 4" P.C. CONCRETE SIDEWALK 15 BY DETECTABLE WARNING PANEL 8 SF CURB INLET 2 EA AREA INLET '^ 3 EA RECONSTRUCT AREA INLET 1 EA RECONSTRUCT STORM SEWER MANHOLE 2 EA 30" RCP STORM SEWER PIPE ^ 595 LF 24" RCP STORM SEWER PIPE 126 LF 1B" RCP STORM SEWER PIPE " 70 LF 12" PVC STORM SEWER PIPE 27 LF CONCRETE PIPE COLLAR 1 EA TAP STORM SEWER PIPE 1 EA CURB INLET SEDIMENT FILTER 2 EA AREA INLET SEDIMENT FILTER 4 EA TEMPORARY EROSION CONTROL 2DO LF REMOVE PAVEMENT 4565 BY REMOVE SIDEWALK 229 SY REMOVE STORM SEWER INLET 4 EA REMOVE STORM SEWER PIPE 275 LF REMOVE TREE 1 EA SEEDING 150 BY ^ AN ALTERNATE BID IS PROVIDED IN THE BID FORM FOR HDPE STORM SEWER PIPE RUNS NOT UNDER ROADWAY PAVEMENT. -AN ALTERNATE BID IS PROVIDED IN THE BID FORM FOR PREFABRICATED DRAIN BASINS. ESTIMATED SUMMARY OF QUANTITIES - BID SECTION B ITEM DESCRIPTIDN QUANTITY UNIT MOBILIZATION 1 LS B" P.C. CONCRETE PAVEMENT WITH INTEGRAL CURB 3403 BY 5" P.C. CONCRETE DRIVEWAY 324 BY 4" P.C. CONCRETE SIDEWALK 429 BY DETECTABLE WARNING PANEL 56 SF GRAVEL SURFACING 50 TON CURB INLET 6 EA STORM SEWER MANHOLE 3 EA 24" RCP STORM SEWER PIPE 532 LF 1B" RCP STORM SEWER PIPE 17B LF TEMPORARY EROSION CONTROL 200 LF CURB INLET SEDIMENT FILTER 6 EA REMOVE & RESET MAILBDH 12 EA ADJUST WATER VALVE BOH TO GRADE 8 EA ADJUST GAS VALVE BOH TO GRADE 2 EA ADJUST MANHOLE TO GRADE 2 EA REMOVE PAVEMENT 2927 BY REMOVE DRIVEWAY 142 BY REMOVE SIDEWALK 202 BY REMOVE STORM SEWER INLET 4 EA REMOVE STORM SEWER PIPE 184 LF REMOVE DRIVEWAY CULVERT 3 EA LARGE TREE REMOVAL 1 EA TRAFFIC CONTROL 1 LS EARTHWORK 1 LS DVEREHCAVATION SOD CY FLYASH STABILIZED SUBGRADE 3403 BY SEEDING 1400 BY 25. HDPE IS AN ACCEPTABLE ALTERNATE FOR STORM SEWER PIPE RUNS IN THE VACATED 9TH E ® STREET RIGHT-OF-WAY. THE STRUCTURAL BACKFILL MATERIAL SHALL BE AS SPECIFIED BY THE N U) w _ GENERAL NOTES Z F 1, ALL WORK SHALLACCORDANCE WITH THE CITY OF HASTINGS STANDARD Q SPECIFICATIONS ANDD STT ANDARD DRAWINGS _ n 0 2. THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED ON V THESE PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND O FLAGGED BY RLE UTILITIES AT RLE REQUEST OF THE CONTRACTOR. NO EHCAVATION WILL BE � PERMITTED IN THE AREA OF UNDERGROUND UTILITY FACILITIES UNTIL ALL SUCH FACILITES HAVE f A N BEEN LOCATED AND IDENTIFIED TO THE SATSFACTION OF ALL PARTIES. THE EHCAVATION MUST v, N BE ACCOMPLISHED WITH EHTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO J THE UTILITY FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES. a 3, CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS OR RE-ESTABLISH THEM IF THEY ARE DISTURBED DURING CONSTRUCTION. LL SE Of 4, THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL REQUIRED PERMITS AND FEES. Z 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONCRETE AND DENSITY TESTING REQUIRED. ' 6. THE CONTRACTOR SHALL USE EHTREME CAUTION IN THE AREA OF EHISTING MANHOLES, POWER J POLES, AND EHISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES. ' 7. THE CONTRACTOR SHALL PROTECT THE EYJSTING SPRINKLER HEADS AND LINES. IF THERE 15 A < CONFLICT, RLE CONTRACTOR SHALL CAP THE EXISTING SPRINKLER LINES AND THE SPRINKLER HEAD SHALL BE SALVAGED TO THE OWNER. SPRINKLER SYSTEM REPAIRS WILL BE COMPLETED BY Of w OTHERS. 8, TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LUMP SUM PAY ITEM. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NDOR STANDARD PLANS 920 w & 924. TRAFFIC CONTROL SHALL BE SUBMITTED TO THE CITY OF HASTINGS FOR APPROVAL Q PRIOR TO IMPLEMENTATION. (D ED Of 9, THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS IN THE HASTINGS COLLEGE CAMPUS AT ALL TIMES. BOARDED WALKS SHALL BE PROMIDED WHERE SIDEWALKS HAVE BEEN REMOVED. m w EW 10. THE CONTRACTOR SHALL PLACE GRAVEL SURFACING AS DIRECTED BY THE ENGINEER FOR ' Poll TEMPORARY SURFACING FOR PHASING ACCESS. E-10.0]4/ w 11. THE CONTRACTOR SHALL REMOVE AND SALVAGE ALL SIGNS TO THE CITY. THIS WORK SHALL BE CONSIDERED SUBSIDIARY. 12. SAW CUTTING FOR PAVEMENT REMOVAL SHALL BE SUBSIDIARY TO PAVEMENT REMOVAL. REMOVAL SHALL OCCUR AT EKIISTNG JOINTS WHERE POSSIBLE. (D G 13. PRIOR TO PAVING, THE TOP 12" OF SUBGRADE IN ALL AREAS TO RECEIVE PAVEMENT SHALL BE SCARIFIED AND RECOMPACTED TO 98% OF THE STANDARD PROCTOR MAHIMUM DRY DENSITY AND Z OPTIMUM MOISTURE TO +3%. 14. THE MAHIMUM JOINT SPACING FOR B" CONCRETE PAVING SHALL BE 12' UNLESS OTHERIMSE U) NOTED. m SE SE 15. THE MAHIMUM JOINT SPACING FOR 5" CONCRETE DRIVEWAYS SHALL BE 10' UNLESS OTHERWISE LH 'Pp'vbd by MMR NOTED. SHEET 4 of 21 16. THE MAHIMUM JOINT SPACING FOR 4" CONCRETE SIDEWALKS SHALL BE THE WIDTH OF THE SIDEWALK UNLESS OTHERWISE NOTED. - Z 17. CONTRACTOR SHALL MATCH PROPOSED JOINTS TO EHISTING JOINTS WHERE POSSIBLE. O 1B. ALL B" P.C. CONCRETE PAVEMENT AND DRIVEWAYS SHALL BE NDDR CLASS 47B-3500 AND U) SHALL USE TYPE 1P CEMENT AND HAVE A 28 DAY COMPRESSIVE STRENGTH OF 35DO PSI. S w 19. ALL CONCRETE SIDEWALKS SHALL BE NDOR CLASS BH-30DO AND SHALL USE TYPE 1P EC CEMENT AND HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2D. ALL PAVEMENT SHALL HAVE A BURLAP DRAG FINISH AND ALL SIDEWALKS AND DRIVEWAYS SHALL a HAVE A LIGHT BROOM FINISH. 21. CONSTRUCTION OF ALL JOINTS INCLUDING DOWELS AND TIE BARS SHALL BE CONSIDERED >o SUBSIDIARY TO CONCRETE PAVEMENT. 22. THE STORM SEWER TRENCHES SHALL BE BACKFILLED, MECHANICALLY TAMPED AND TESTED. BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE STANDARD PROCTER MAHIMUM N DRY DENSITY UNDER FUTURE PAVED AREAS AND 92% UNDER TURF AREAS. O N N 23. PIPE BEDDING SHALL BE SUBSIDIARY TO PIPE INSTALLATION. p N 24. CAST IRON RINGS, COVERS, FRAMES AND GRATES FOR STORM SEWER STRUCTURES WILL p NOT BE PAID SEPARATELY. co 25. HDPE IS AN ACCEPTABLE ALTERNATE FOR STORM SEWER PIPE RUNS IN THE VACATED 9TH STREET RIGHT-OF-WAY. THE STRUCTURAL BACKFILL MATERIAL SHALL BE AS SPECIFIED BY THE Z U) MANUFACTURER AND SHALL BE CONSIDERED SUBSIDIARY TO THE PIPE. O Z 26. THE CONTRACTOR SHALL PROVIDE INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE Q (7 w Z INLETS. � W 27. THE CITY SHALL DEVELOP STORM WATER POLLUTION PREVENTION PLAN AND RLE U) CONTRACTOR SHALL BE RESPONSIBLE FOR ITS IMPLEMENTATION. Of Q Q LL SE Of 28. CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CITY. Z LL ED J O _ 29. PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING < r (� REQUESTING A FINAL WALK-THRDUGH OF THE PROJECT. Of w F Z O w Q Q (D ED Of F m w w Z w m U) (D G SE Z SE U) m SE SE LH 'Pp'vbd by MMR SHEET 4 of 21 a 1" PREFD1 EXPANSION . FILLER W/SEAT S" CONCRETE PAVEMENT EYJSTING DRIVE OR BUILDING SLAB )_1/2' PREFORMED EXPANSION JOINT Zy' FILLER W/URETHANE SEALANT N1' MIN. (TYP.) - NOTE: 1. CONTRACTION & LONGITUDINAL JOINTS SHALL BE ESTABLISHED BY THE ENGINEER F � IN THE FIELD. -- �o > 1' MIN. (TYP ) a 3z CONSTRUCTION LENGTH & WDTH ARE SHOWN ON T > zp SHALLFIEL SHEETS. THESE DIMENSIONS SHALL BE FIELD VERIFIED TO MATCH /j4 REPAIR ® 6" D.C. 1" PREFORMED EXISTING. EACH WAY EHPAN SIGN JOINT FILLER W/URETHANE 3. A 2% CROSS SLOPE MUST BE SEALANT cuRBP ouRe ACK OF MAINTAINED ON DRlvewnY FOR SIDEWALK TAP STORM SEWER PIPE DETAIL PASSAGEWAY TO MEET AOA REQUIREMENTS. NOT TO SCALE WIDTH 4' (FIELD VERIFIED) TYPICAL CURB DROP AND DRIVE REPLACEMENT NOT TO SCALE NEW B" CONCRETE r EXISTING PAVEMENT PAVEMENTS 1 \�NO. 4 X 18" TIE BARS 0 30" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB LONGITUDINAL CONSTRUCTION JOINT - NEW TO EXISTING CONCRETE NOT TO SCALE FILL WITH SEALANT PROPOSED CONCRETE 1" PREFORMED PAVEMENT EXPANSION JOINT - w a 3/4" SMDOTH DOWL 18"J GREASE THIS HALF LONG 0 12" O.C. - MATCH EXISTING PAVEMENT THICKNESS, B" MIN. EXPANSION JOINT - NEW TO EXISTING CONCRETE XPANSIDN JOINT DRIVE OR SLAB GROUN UNDISTURBED EARTH SAND BACKI 4" TRENCHBACKFILL DTO SCALE 4" N0, 4 X 30"FILL WITH SEALANT TIE BARS ® SAW JOINT 3D" CENTERS YL YL YL YL CONSTRUCTION JOINT NOT TO SCALE MAH. SPACING 15'-0.. FILL WITH SEALANT SAW JOINT r P \ \ '/44" TYPICAL CONTRACTION JOINT NOT TO SCALE JITABLE BACKFILL COMPACTED TO INIMUM 92% OF MAXIMUM DRY DENSITY NDER TURF AREAS AND 90% UNDER AVEMENT SPRING LINE OF PIPE NOTE: SAND BEDDING AND HAUNCH AREA SHALL BE CONSIDERED SUBSIDIARY TO PIPE. STRUCTURAL BACKFILL REQUIREMENTS FOR HDPE AND PVC PIPE SHALL BE CONSIDERED SUBSIDIARY TO THE PIPE. STORM SEWER MAP CONNECTION WITH 2 LAYERS OF 12" WIDE 15,✓) ROOFING FELT PAPER #4 REBAR 0 12" E.W. OR REINFORCE W/ B®8 10/1D WRE MESH STORM SEWER CONCRETE PIPE COLLAR DETAIL NOT TO SCALE GRAY SELF LEVELING URETHANE SEALANT 1" PREFORMED JOINT FILLER PROPOSED CONCRETE WALK PROPOSED CONCRETE g : PAVEMENT a SIDEWALK/CURB DETAIL NOT TO SCALE 1 4" FILL WITH SEALANT NO. 4 X 30TIE BARS [SAW JOINT 0 30" CENTERS r LONGITUDINAL JOINT NOT TO SCALE INTEGRAL CURB NOT TO SCALE >0 Z U) 0~ Q( W Z � F w OV) Q 0 z =GO 0 J O _ Q W F z Y W U Q Q (7 ED m F m W w W Z ~ U)z Z SE F- U) U) m Q SE ,pp—d by MMR SHEET 5 of 21 VARIES BARS J.C., E.W. 2" ALL. BARS PLACED AS (TOP & BOTTOM D MANHOLES) g CONCRETE MANHOLE LID DETAIL NOT TO SCALE CG FINI BACK STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12' LIFTS AND COMPACTED TO A MIN. OF 9D% OF MAH. SPD. ^NATIVE SAND MAY SUBSTITUTE. NYLOPLAST DRAIN BASIN DETAIL NOT TO SCALE MANHOLE FRAME & COVER DEETER NO. 1030 OR APPROVED EQUAL. CONCRETE ADJUSTMENT RING .. A6 BARS AROUND OPENING TOP & BOTTOM MANHOLE STEP ® 1'-5" MAH. SPACING. DEETER NO. 1555 OR APPROVED SEE TOP VIEW OF DRUG. MANHOLE LID - MORTAR GROUT AS REQUIRED TO ADJUST RING AND COVER TO GRADE —ADDITIONAL PAVEMENT THICKNESS TO MAKE UP FOR CROWN AT ROADWAY 96 BARS ® 6" D.C. BOTH WAYS GROUT OR MASTIC STIRRUPS ® 12" 1'-6" LAPS ON EQUAL. ✓)4 BARS ® 12" 6" O.C. TD MATCH n> FLOOR BARS CONSTRUCTION JOINT ff4 BARS ® 12" O.C. BOTH n WAYS 6'-4" SQUARE TYPE 2 STORM SEWER MANHOLE DETAIL NOT TO SCALE B" PIPE O.D. + 12" (35" MIN.) B" PLAN VIEW MANHOLE FRAME & COVER DEETER NO. 1030 DR APPROVED EQUAL. 1'-11" MORTAR GROUT AS REQUIRED TO ADJUST CONCRETE RING AND COVER TO GRADE PAVEMENT �#5 BARS ® 6" D.C. BOTH WAYS AD BARS AROUND DPENING—K _ �� T ,�GRDJT DR MASTIC TOP & BOTTOM #4 STIRRUPS MANHOLE STEP ® V-6" 9" O.C., 1'-6" LAPS MAX. SPACING. DEFTER NO. VARIES B" ON CORNERS 16D5 OR APPROVED EQUAL. 2" CONCRETE INVERT OLR TO BARS ®12" O.C. 6" TO MATCH FLOOR � n � BARS CONSTRUCTION JOINT 4 BARS ® 9" O.C. BOTH WAYS VARIES O.D. PIPE + 12" STORM SEWER MANHOLE DETAIL NOT TO SCALE DEFTER NO. 1986 GRATE AND FRAME OR APPROVED EQUIVALENT AD BARS AROUND DPENING— TOP & BOTTOM MANHOLE STEP ® 1'-6" MAH. SPACING. DEETER NO. 1505 DR APPROVED EQUAL. `a A AREA INLET NOT TO SCALE I^ 3D" r 2'-6 cJ CONCRETE AROUND FRAME MORTAR GROUT AS REQUIRED TO ADJUST RING & COVER TO GRADE �_OCBBOSH WAYS b B" PIPE O.D. + 12" (35" MIN.) B" SECTION A—A GROUT OR MASTIC O4 BARS ® 12" O.C. BOTH WAYS -CONCRETE INVERT #4 BARS 12CENTERS N O N N O N cl co Z U) 0~ Q ( W Z � F W W UL ULQ of z xa LL g J 0 _ D W F Z W 0 Q Q (D ED of F m w w w z a ~(D U) Z x F F < m Q x SHEET 6 of 21 r o ® N F Q ou GRAY ENTER o IA N ® Ja O' so' IOD' 200' O SCALE IN FEET FUHR F HALL J U Q LL 3P ALLEY z W Q LL O > U > c Vq J Y 0 K W Z F Z PoEi STUDENT w J 0_ Q Z E-100]4 UNION � 3 W � si�tF N ME�64F 4' PEDESTRIAN > PATH MUST BE Of MAINTAINED O 9TH STREET 9TH STREET eABGOCK BRONC HALL 11 r HALL BPEDESTRIAN PATH W W (n MUST BE MAINTAINED TO STUDENT UNION O Z w w O > o (n Q Q S PHASE 1A PHASE 1 B PHASE 2 0 N M W a z TArLOR w PLEASANT STREET w>o z = N ~ � O N cl U) U) F /z U) Z W Z /Y mu Q ~ W UNIVERSITY STREET UNIVERSITY STREET a > < Q O PHASING NOTES � O _ 1. PHASE 1 SHALL INCLUDE PAVEMENT REMOVAL AND CONSTRUCTION DF STORM SEWER AND ROADWAY ON 9TH STREET BETWEEN ELM AVENUE AND THE DRIVEWAY TO THE PHYSICAL FITNESS d F Z m FACILITY. U > Q 061 PHASE 1A CONSTRUCTION MAY BEGIN MAY 2, 2D1B BUT THE INTERSECTION OF 9TH STREET & ED of ELM AVENUE AVENUE MUST REMAIN OPEN UNTIL MAY 16, 2D16. PHASE 1B CONSTRUCTION MAY 6] BEGIN MAY 16, 2016. W W iLL W Z 3. PHASE 1A MUST BE COMPLETED BY JUNE 17, 2016 a ~ (D 0 4. DURING PHASE 1, THE INTERSECTION OF 9TH STREET AND THE DRIVEWAY TO THE PHYSICAL (D Z FITNESS FACILITY SHALL REMAIN OPEN TO TRAFFIC TO ALLOW RESIDENTS ALONG PINE KNOLL = iE ROAD ACCESS. F m 5. PHASE 2 SHALL9THSTREET Q INCLUDE PAVEMENT REMOVAL AND CONSTRUCTION OF STORM SEWER AND = ROADWAY ON 9TH STREET BEPNEEN THE DRIVEWAY TO THE PHYSICAL FITNESS FACILITY AND AND AVENUE. TH h,,k,dby MMR B. PHASE 2CONSTRUCTION CANNOT BEGIN UNTIL PHASE 1B IS OPEN TO TRAFFIC.PP,,bd by MMR J. PHASE 2, AND PHASE 1B MUST BE OPEN TO TRAFFIC BY AUGUST 15, 2016. - jv B. CONSTRUCTION FENCING SHALL BE INSTALLED AROUND THE CONSTRUCTOR ZONE IN THE LL VACATED 9TH STREET RIGHT OF WAY. PEDESTRIAN PATHWAYS SHALL BE MAINTAINED IN THIS AREA. THE CONTRACTOR SHALL BACKFILL TFESE AREAS IMMEDIATELY AND PLACE PLYWOOD SHEET 3 ~ SHEETS E TO OPEN THESE PPEDESTRIAN PATHS AS SUCH AS POSSIBLE . THIS WORK SHALL BE 7 Of 21 O ® N o oU .. w - 1 L -- — -- - - - - - - - - — — — — — - - P_OH - -- - ------------------ — 3+00 0 —4+00 -------- 5+00 J a c c _ 111 ,_ f D D®D ALE IN FEET ra p I �` 15"55 15"55 15"55 15"55 15"SS lrss 1 s STREET_ ss _NINTH 6 oA. o OLD WATER MAIN .. �� a..w a"w a} W aw aw 9Z ^d _ i i FUTURE SIDEWALK p i eK0 IMPROVEMENTS ry O N SLB o -"w SMI@ Z w � Z w t2" t2.w .w ��w Z vel'w V A �, w — —�by— � o `---i M—b, --- -- / CVq j--o ms. -- _S� — -- — -- -- REF — — — E-10074 �q"G 'G a•C III a„� `i11A. r 0! wE�1� W z Z U-1 EARTHWORK to a 2EHCAVATION ` EMBANKMENT " LL y a Q 1100 C.Y. 200 C.Y. ^UTILIZING A BALANCE FACTOR OF 1.0. THESE ARE o APPROHIMATE QUANTITIES. + o - 922 1922 z scALE: 1'-20' HORz. O LOW PT. STA: 1+62.59 1"=2' VERT.0 U) LOW PT. ELE�1912.Bl VPI S A: 1+55.0D VPI STA 2+75.OD VPI STA: 3+5D.OD w W 1920 VPI El EV : 1912.551920 m Lva 0.00' Lva 0.00' a on SM _ e 1918 +°' +°' 1918 >o <> <> a N EHISTING ENTERLINE GRADE p 1916 > > 1916 1n N _____ ______ _ O 74Q — --- 053% 1914 ---------- ---- 1914 O — — --- P GERALD GENTLE LINE GRADE F /' O U) W + Z 1912 1912 LL O O W U > m F Q O ao xe a + zo DD. O� 1910 1910 Q Q > CD a� U) —z U Q Q m ED F m 1908 1908 w w z w m rn U) rn x z z 1906 1906 m Q x LH 1904 1904 En yb En SHEET 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 8 of 21 0 » F az o 00 Q Q m 0u Q 0 �z O LL J a ® D. 2 40' O a ~ _ __`J 8+00 IDC —9+00 -o—_ _ 9+77 er - _ _ _ _ __ __ _ 5+00 __ P-ce-6+00 7+00 _ c c=� 6,- c G c c G L G C 'SS 15"SS 15'SS 15"SS iS•SS 15•SS 15'SS 1S SS 15"SS 1555 1"6s 5 — 15 — m i - NINTH STREET _� v v o a'W a.,W a,W q.W Q.�W ¢h.�W AW Q W a W 6 W[MLe U 6 W 6 W Nme 12R 12"W _ :8P w PoEi 012 w ai'r ^27^ ,fie z Z N o — U) 1922 1922 z SCALE 1"=20' HOPE O LOW Pr. ST 7+20.07 HIGH PT. SIA B+4fi.30 HIGH 1"=2' VERT. U) LOW VPI PT, TA: 7+25.0EL V 0 VPI S94 TA: B+SD.DO w W 920171 920 Lvc o.oD' Lvc o.oD' a 1918 1+-+- +- m> +- 1918 >o > N EXISTING ENTERLINE CREEL o 916 1916 N 0 N ______ ______ _ -- U) 1914 PROPOSE CENTERLINE GI AOE _ _ _ __ 1914 /n F W + O W J +o z W 1912 1912 O Ufq > SO F Q O NLL = a Z+ O 1910 1910SO F F z U) U Q Q GO F m 1908 1908 w z /n F (U)z _ z 1906 1906 m Q 904 1904Q -c by NC RPP 52097 d� UL SHEET 44 5+30 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 9 of 21 7.5' VARIES Ax. -y fi INTEGRAL CURB (TW ) 12' SUBGRADE PREPARATION 44' 1' STREET B' B' LONGITUDINAL JOINT W/ HE BAR (TYP.) 7.5' 2' LIP CURB S' P.C. CONCRETE PAVEMENT TYPICAL SECTION NOT TO SCALE 13' NO, 4:3D" TIE BARS ® 3D" CENTERS I SHE. 95+46.58 OFF'. 52,04' L 01 94+50 B" COLORED CONCRETE DROP OFF LANE SIGN JOINT STA: 94+7].4] h�6 y ,5 /< OFF. 179' L �p� 1,(y iA NINTH STREETh° r�. �.s^°g. 1�—g� s �Q U 44.5' RADIUS R.P. STA: 95+01.88 - 46.18' LT. P.C. STA: 95+01.55 - 1.55' LT. P.T. STA: 95+48.35 - 45.58' LT. U2 30' RADIUS R.P. STA: 94+93.48 - 32.28' RT. P.C. STA: 94+9074 - 33.55' RT, P.T. STA: 94+93.47 - 29.28' RT. U 1D.0' RADIUS R.P. STA 95+03.07 - 39.33' RT. P.C. STA 95+03.11 - 29.33' RT. P.T. STA 95+08.27 - 9.85' RT. -CONCRETE U 25.0' RADIUS SIDEWALK R.P. STA: 95+29.1D - 11.18' RT. P.C. STA: 95+21.09 - 34.55 RT. P.T. STA: 95+39.82 - 33.77' RT. ---------- U SEA RADIUS o R.P. STA: 96+02.78 - 6.36' LT. I U h P.C. STA: 95+54.15 - 13.71' LT. 111111` W P.T. STA: 95+03.01 - 25.38' © 15.0RADIUS Q R.P. STA: 95+92.57 - 1.' 5LT. 0 V P.C. STA: 95+77.57 - 61.6252' LT. P.T. STA: 95+92.45 - 46.46' LT. f A O of A 41 v , N D' 10®0 O Q SCALE IN FEET �q / / I I 1 II I I� FUTURE PARKING LOT IMPROVEMENTS —� — — 97+00 \ m 1 L T A 40 �✓/- % FUTURE SIDEWALK IMPROVEMENTS DOWELED EHPANSION JOINT V _-��._�, �---F��\j� STA: 9y -+7725:y7 -'- OFF 4+77.25OFF: 49.48' R / AA / / / II A V T II111� SIGN JOINT STA: 94+7].4] h�6 y ,5 /< OFF. 179' L �p� 1,(y iA NINTH STREETh° r�. �.s^°g. 1�—g� s �Q U 44.5' RADIUS R.P. STA: 95+01.88 - 46.18' LT. P.C. STA: 95+01.55 - 1.55' LT. P.T. STA: 95+48.35 - 45.58' LT. U2 30' RADIUS R.P. STA: 94+93.48 - 32.28' RT. P.C. STA: 94+9074 - 33.55' RT, P.T. STA: 94+93.47 - 29.28' RT. U 1D.0' RADIUS R.P. STA 95+03.07 - 39.33' RT. P.C. STA 95+03.11 - 29.33' RT. P.T. STA 95+08.27 - 9.85' RT. -CONCRETE U 25.0' RADIUS SIDEWALK R.P. STA: 95+29.1D - 11.18' RT. P.C. STA: 95+21.09 - 34.55 RT. P.T. STA: 95+39.82 - 33.77' RT. ---------- U SEA RADIUS o R.P. STA: 96+02.78 - 6.36' LT. I U h P.C. STA: 95+54.15 - 13.71' LT. 111111` W P.T. STA: 95+03.01 - 25.38' © 15.0RADIUS Q R.P. STA: 95+92.57 - 1.' 5LT. 0 V P.C. STA: 95+77.57 - 61.6252' LT. P.T. STA: 95+92.45 - 46.46' LT. f A O of A 41 v , N D' 10®0 O Q SCALE IN FEET �q / / I I 1 II I I� FUTURE PARKING LOT IMPROVEMENTS —� — — 97+00 \ m 1 L T A 40 �✓/- % FUTURE SIDEWALK IMPROVEMENTS DOWELED EHPANSION JOINT V _-��._�, �---F��\j� STA: 9y -+7725:y7 -'- OFF 4+77.25OFF: 49.48' R 0 p0 I � O N N Z O ON U) F ED W W U) C) U) W - ED z_ (D W Q W z W D� �> OQ= a LL O DO J U W F z U g w ED of W D z O F W U) x 'd _ -- c7 m DO, z = F F U) m Q _ dbtb SHEET 10 of 21 i\ A V 1 / 4A: 20 -- 49.22' iFF 49.62' R \ B" INTEGRAL CURB CONCRETE PAVEMENT 1 TDP OF SLAB ELEVATION / AT BACK OF CURB / Y' INTEGRAL LIP CURB CDNCRETE PAVEMENT _________________ 1 / TDP OF SLAB ELEVATION / / AT BACK OF CURB / / NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE ALL DIMENSIONS AND OFFSETS ARE TO BACK OF / / CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL=HHHKHx F ELEVATION DETAIL NOT TO SCALE 0 p0 I � O N N Z O ON U) F ED W W U) C) U) W - ED z_ (D W Q W z W D� �> OQ= a LL O DO J U W F z U g w ED of W D z O F W U) x 'd _ -- c7 m DO, z = F F U) m Q _ dbtb SHEET 10 of 21 / STA 2+19.83 ii OFF: 38.45' L STA: 2+19.45 OFF: 34.49�L� L_ U r - STA 2+16.7 39 RE OFF 39.34' L STA, 2+1624 OFF: 35.93' L / - 1 1 FUTURE SIDEWALK _ 1 \ IMPROVEMENTS V � \ 1 V A I / j II I I STA: 1+30,77 OFF: 30D0' L I rya' 5.00' S J h_ +o I^ry o� ti/ L3.50' SIN IH SIKttI N o" /`� eY \ kms!- ,3 4� Ak h5 c rod d mk o� kryo ml kry6 koA a / 1 'b, 77 v•eai-/ \ m -- / ry STA: 326 OFF. 32.4141 ' R STA 2+47.D3 OFF: 31.75' R 4.Do' R25.o0' - STA: 1+sa.43 of OFF: 29.07' R H H 13 ----7- ry 9'4k10'_ )0' _8 15^ I o Ao I e6 I STA: 0+99.63 H, , Vk 0R OFF: 24.61' R STA: D+95.63 OFF: 24.64' R STA: 1+00.30 >o U COD RADIUS OFF 30.00' L U 5.O RADIUS W o JOINT W R.P. STA: 3+66.80 - 38DDLT. R.P. STA 2+21.6B - 43.58' LT. I U N N DO P.C. STA: 3+66.50 - 18.00' LT, P.C. STA: 2+19.40 - 46.56' LT, y Q P.T. STA: 3+8280 - 3SDD' LT. P.T. STA 2+23.34 - 47.64' LT. F Z 02 200' RADIUS © 150' RADIUS Q NDO F W Q R.P. STA: 4+3D.80 - 38DD' LT. R.P. STA: 2+25.67 - 35.49' LT. 3" INTEGRAL CURB 0 OL CONCRETE PAVEMENTO O P.C. STA: 4+30.50 - 15.00' LT, P.C. STA: 2+15.45 - 30.53' LT. qT m DO u DP OF SLAB ELEVATION W d P.T. STA: 4+1DB0 - 38.00' LT. P.T. STA. 2+18.33 - 4421' LT. f W f A O CDNCRETE PAVEMENT w W (� W � cd�2.. 03 10.0' RADIUS 0 39.0' RADIUS Z z T t = F F R.P. STA: 1+93.69 - 29DO' LT. R.P. STA: 2+25.67 - 35.49' LT. Q AT BACK OF CURB N = P.C. STA: 1+93.69 - 19.00' LT, P.C. STA: 2+00.44 - 25.15' LT, CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. - DATUM EL=HRHH.HH ELEVATION DETAIL SHEET NOT TO SCALE P.T. STA 2+00.44 - 28.18' LT. P.T. STA: 2+09.02 - 60,76' LT. ® Q ® 5.D' RADIUS ©0. 10' RADIUS D. 10' 20' 40' wx r R.P. STA 2+08.64 - 56,77' LT. R.P. STA: 2+23.85 - 29DD' LT. SCALE IN FEET P.C. STA: 2+ID.25 - 53.09' LT, P.C. STA: 2+23.55 - 19.00' LT, P.T. STA 2+1D.3B - 70.11' LT. P.T. STA: 2+17.30 - 25.98' LT. O 0_ 6Z 0 NIU_ Y m �E STA: 3+02.00 O `o til STA: 4+14.80 I OFF: 7D.s1' L a 5 "" OFF: 70.91' L TOD' a 4.00' STA: 3+B20D STA: 4+14.80 C Vq OFF: 3& OR L --�-- I OFF: 38.00' L STA: 3+,73.47 STA: 4+2413 EW OFF. 25.00' L _1-- OFF: - I za.oD' L . PoEi STA 2+44.69 60 m `74 6 E-100]4 OFF. 30.62' L -d -x,d - d - _ _ - - - - STA: 2+4403_ 1 _ 3+00 4.00 - - 4.Do'S+00 OFF z5.]4' L 4.00' --^�-- 5 O'I 6 I 0 M L-_. x9� _TBA a asp s.00' so / R]5 9 2SB 00 J n ro' ro" re toy -w h 1 -'j SECTOR LINE r --y -1- -re / \ .Y 0 iMy .xJ9 ti/ L3.50' SIN IH SIKttI N o" /`� eY \ kms!- ,3 4� Ak h5 c rod d mk o� kryo ml kry6 koA a / 1 'b, 77 v•eai-/ \ m -- / ry STA: 326 OFF. 32.4141 ' R STA 2+47.D3 OFF: 31.75' R 4.Do' R25.o0' - STA: 1+sa.43 of OFF: 29.07' R H H 13 ----7- ry 9'4k10'_ )0' _8 15^ I o Ao I e6 I STA: 0+99.63 H, , Vk 0R OFF: 24.61' R STA: D+95.63 OFF: 24.64' R STA: 1+00.30 >o OFF 30.00' L W DOWELED EHPANSION JOINT W N N O N DO 0 x w DO y Q V 0 0 >o o N N O N DO 0 w DO DO Z Q NDO F W - Q 0 O I OL 3" INTEGRAL CURB OL CONCRETE PAVEMENTO O tl 2 DO QUZDO qT m DO DP OF SLAB ELEVATION W d AT BACK OF CURB 0 F m W 2' INTEGRAL LIP CURB W Z CDNCRETE PAVEMENT w W (� W � cd�2.. DO Z z T t = F F T < TDP OF SLAB ELEVATION Q AT BACK OF CURB = NOTE: ALL GRADES ARE TOP OF SLAB UNLESS RULED 'Pp -d by MMR OTHERWISE ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. - DATUM EL=HRHH.HH ELEVATION DETAIL SHEET NOT TO SCALE 11 of 21 STA: 5+56 92 OFF 28.0D L 5+00 -STA: 6+05.59 STA: 7+42.75 OFF: 26.00' L OFF: 2B.00' L 4.BD' 7+00 � U 10.0RADIUS R.P. STA: 5+63.76 - 28.OD' LT. P.C. STA: 5+53.75 - 18.00' LT, P.T. STA: 5+73.75 - 28.OD' LT. U 100D' RADIUS R.P. STA: 6+08.76 - 28.OD' LT. P.C. STA: 5+05.75 - 15.00' LT, P.T. STA: 5+98.76 - 28.OD' LT. U 20.0' RADIOS R.P. STA: 8+59.02 - 30.OD' RT. P.C. STA: B+59.52 - 15.00' RT. P.T. STA: 8+72.56 - 22.59' RT. STA: 7+54.76 STA: 0+6B.3C r OFF 2&00' L V VV OFF 28.00' L I' o ® N f Q ou Q nA IA N v / N 10' z�D, O Q SCALE IN FEET �q k, 'T k, k -v v e �S �5��1¢ R25' R25'� & IF" 'q'6i4O �xsy + xis + e,�s a� ,os oU` 0� I ssyF 1Do' AGj F8o F9J Me10'725_ _1zs �_1 n s SECTION LINE r -t__ ML'S`1' 0 HS— �L `lk 'S5 _ .y9 of SSI F ,y0 Z —µ�0—r.'� � kk x"� '� —x'� - + B" �85 U) NINTH STREET 0 —X3.50' of 5�_ > ^ko,°' S �.^yo k0A a W 06 o`a mA m5 m`� w9 �k a 46 e v; `+. k� a k of _ ^ki k' k �— 0. � _ _ _��r �__ �^ w — O 10'1 h10'— 1 To' VT > o 03 � z W N QO 0 N N Z O N N U)EDW co ED of U) Z U) W Qm Z W F U)O 3" INTEGRAL CURB Z O IED CONCRETE PAVEMENT 0 + W 1 U)Q °cD 6.. OF FZ ofU) UQ U) F TDP OF SLAB ELEVATION W d of AT BACK OF CURB 0 F m 2" INTEGRAL LP CURB O W W W W Z CONCRETE PAVEMENT (� x � �2.. U) z z T = U) TDP OF SLAB ELEVATION T Q AT BACK OF CURB = NOTE ALL GRADES ARE TOP OF SLAB UNLESS NBTEB pp—d by MMR OTHERWISE ALL DIMENSIONS AND OFFSETS ARE TO BACK OF ANN, by CURB OR EDGE DF PAVEMENT UNLESS NOTED OTHERWISE. - DATUM EL=HRHH.HH dbtb ELEVATION DETAIL SHEET NOT TO SCALE 12 of 21 STA: 9+22.73 STA: 9+27.33 OFF 25.DO' L OFF: 25.00' ELEV: 191575: 191575 TA: B+78.03 STA: 9+45.64 OFF. 28.OD' L OFF: 28.00'ELEV'. 1915.41 ELEV: 1915.05 STA9+04.43STA: JELEV 9+49.69 OFF2800'LOFF. ELEV191553ELEV: 28.OD' L 1915.05ME 00 R25' F k, 'T k, k -v v e �S �5��1¢ R25' R25'� & IF" 'q'6i4O �xsy + xis + e,�s a� ,os oU` 0� I ssyF 1Do' AGj F8o F9J Me10'725_ _1zs �_1 n s SECTION LINE r -t__ ML'S`1' 0 HS— �L `lk 'S5 _ .y9 of SSI F ,y0 Z —µ�0—r.'� � kk x"� '� —x'� - + B" �85 U) NINTH STREET 0 —X3.50' of 5�_ > ^ko,°' S �.^yo k0A a W 06 o`a mA m5 m`� w9 �k a 46 e v; `+. k� a k of _ ^ki k' k �— 0. � _ _ _��r �__ �^ w — O 10'1 h10'— 1 To' VT > o 03 � z W N QO 0 N N Z O N N U)EDW co ED of U) Z U) W Qm Z W F U)O 3" INTEGRAL CURB Z O IED CONCRETE PAVEMENT 0 + W 1 U)Q °cD 6.. OF FZ ofU) UQ U) F TDP OF SLAB ELEVATION W d of AT BACK OF CURB 0 F m 2" INTEGRAL LP CURB O W W W W Z CONCRETE PAVEMENT (� x � �2.. U) z z T = U) TDP OF SLAB ELEVATION T Q AT BACK OF CURB = NOTE ALL GRADES ARE TOP OF SLAB UNLESS NBTEB pp—d by MMR OTHERWISE ALL DIMENSIONS AND OFFSETS ARE TO BACK OF ANN, by CURB OR EDGE DF PAVEMENT UNLESS NOTED OTHERWISE. - DATUM EL=HRHH.HH dbtb ELEVATION DETAIL SHEET NOT TO SCALE 12 of 21 BUILD 8" CONCRETE PAVEMENT 0 (BID SECTION A) STA. TO STA.SIDE SQ. YDS. 94+77 - 95+D3 LT & RT 7D1 BUILD 4" CONCRETE SIDEWALK (BID SECTION A) STA. TO STA. I SIDE SQ. YDS. 95+D7 - 95+38 LT 15 BUILD CURB RAMP (BID SECTION A) STA. SIDE WARNING PANELS (SE) 95+34 8 ^CONCRETE CONSTRUCTION OF CURB RAMPS SHALL BE SUBSIDIARY TO CONCRETE SIDEWALK. DETECTABLE WARNING PANELS SHALL BE PAID FOR SEPARATELY. [s�PN - Ewe.+»-�•� _ `� _ —94+50_ _ _ T6H- RETS GNuf NINTH STREET '4'SD 2a"SD- - 1D "w 1D "w 777777777 io O D TEM 221 o CHISELED � EL- 1918.63.63 IRA E 8WU ELECTRICAL � TRANSFORMER 61x �a o (fax REMOVE PAVEMENT (BID SECTION A)=] w SIDE I C LT & RT 743 95+91 - 98+50 LT & RT 2000 95+60 - 95+88 RT 21 95+77 - 97+02 LT 172 N cl — U) co POWER POLE TO BE J °R RELOCATED BY OTHERS W T "' N U z FUTURE PARKING LET PAVING W PROTECT GAS VALVES W 0, CDNDRETE SIDEWALK Q Q O 95+00- - z�n of = OL I 3L 9°) BES M I LE BY OTHERS F z // U z Q Y �a UQ U) az> U) 10 'W of zm O pxa w W U S z W ram/ `LIMITS OF CONSTRUCTION F CD U) z = F CONCRETE SIDEWALK m < Q D TEM 221 o CHISELED � EL- 1918.63.63 IRA E 8WU ELECTRICAL � TRANSFORMER 61x �a o (fax REMOVE PAVEMENT (BID SECTION A)=] STA. TO STA. SIDE SQ. YDS. 94+77 - 95+91 LT & RT 743 95+91 - 98+50 LT & RT 2000 REMOVE SIDEWALK (BID SECTION A) STA. SIDE 1 SQ. YDS. 95+07 - 95+46 LTI 18 95+55 RT 18 95+60 - 95+88 RT 21 95+77 - 97+02 LT 172 REMOVE STORM SEWER INLET (BID SECTION A) STA, ISIDE EA 95+44 34' LT 1 REMOVE STORM SEWER PIPE (BID SECTION A) STA. SIDE LE 94+9B - 95+75 RT 77 95+44 - 95+75 LT 31 r 10' zD' SCALE IN FEET O - Q )T. O EMOVE SIGNS AND SALVAGE OWNER (SUBSIDIARY) + 4"W BY 9W REMOVE TREE (BID SECTION A) STA.SIDE 1 EA 95+33 21' LT 1 a"W c� acA I WALK_ _ �4 G 0 FD 0 p0 1 O N N FO O N cl — U) co J O� N U z W W 0, F Q Q O z�n of = OL 0 m O F z QQ z Q Y UQ U) �U) U) ED of zm O w W U W z W cd F CD U) z = F U) m < Q ly MMR p,vMd by PAR SHEET 13 of 21 r o ® N F Q ou IA N v/N D.1 D®D O Q sC'ALE IN FEET 6-. O f9 fi Q% fl fl fl�0 fl 11 �� d O O0u MAII O m" fl � � TEL 0S C VIS fl Po6 PROTECT LE POWER 4P z 4"w 4" ti'w a"w 4 - - w - - - - -,L- 98 z z'c � 98P - LIMITS DF CDNSTRUCTIDN J a �j NINTH STREET ® yg ss XD .1 _ a"w - NE® - U) Z ED T - - cDNcaEfr GTDEW K 0 D O O U) / ' S > by O 4•G Oro a ANDDN Gh5 MPIN IDN n r — tkn a•' PG CDNCRET I WALK— REMOVE SIGN &SALVAGE TO N > O 4' ALAN ED cAS MAIN LIMITS OF CONSTRUCTION OWNER (SUBSIDIARY) ¢� c 'c 4"G 4" 'c v P N ma u'K m o PROTECT TREEN S p O N D c FD FD FD F w . END by mNCRE SIDEWALK r W () Q U) U) UOI P/� � n x a to PDG a U N F U) Z ED + W p BUILDING Q1. O Q 0 % — BRDNC RESIDENCE HALL x Of SO 0 ° 0 p ~ CDNCRETE e U m F Z LE is R�/. / U) U > Q Q al U) U Q a= a Of Z a m iLL W °a 0 W z m cd c9 Z x iE U) m Q io REMOVE STORM SEWER PIPE x xh,,k,dby MMR PP,,bd by MMR (BID SECTION A) by STA. SIDE LF o C CON 52097 K� iv 100+39 - 101+B1 LT & RT 170 SHEET 3a 14 of 21 REMOVE PAVEMENT (BID SECTION A)� REMOVE STORM SEWER INLET STA. To STA. SIDE 54. YDS. (BID SECTION A) BB+50 — 101+63 LT & RT 2123 STA. SIDE EA 1G0+39 13' LT 1 1oD+ss zB' RT 1 BUILD B" CONCRETE PAVEMENT 0 (BID SECTION B) STA, TQ STA.SIDE SQ YDS B+BS - 5+5D LT & IT 2022 BUILD 5" CONCRETE DRIVEWAY 0 (BID SECTION B) STA. SIDE SQ, YDS. 2+09 LT 126 +26 RT 41 4+3D RT 20 5+11 RT 48 BUILD 4" CONCRETE SIDEWALK 0 (BID SECTION B) STA. TO STA. SIDE SQ YDS 0+91 - 1+03 RT 9 1+02 - 1+31 LT 16 1+69 - 2+54 RT 30 2+16 - 3+57 LT 105 3+10 - 3+15 RT 3 3+37 - 3+43 RT 3 4+11 - 5+50 LT 51 4+21 - 4+25 RT 2 4+35 - 4+39 RT 2 4+94 - 5+15 RT 11 5+28 - 5+32 RT 2 BUILD CURB RAMP (BID SECTION B) STA. 1 SIDE 1 WARNING PANELS (SF) D+98 21' RT3+6B 1 RT 1 B 2+B2 4+30 I HI I B 2+52 15 3+10 - 3+15 2D' RT B 3+83 RT 3 3+37 - 3+43 B 4+15 4+21 - 4+25 RT 2 B °CONCRETE CONSTRUCTION OF CURB RAMPS SHALL BE SUBSIDIARY TO CONCRETE SIDEWALK. DETECTABLE WARNING PANELS SHALL BE PAID FOR SEPARATELY. REMOVE & RESET MAILBOIm STA, SIDE 1+21 19' RT 1910 3+03 21' RT3+6B MAILBOX- IILRo1 \ \ f 19' RT4+39 20 4+30 18' RT4+82 20 5+23 18' RT5+33 15 3+10 - 3+15 2D' RT 2 12 STA. TQ STA. SIDE SQ. YDS. 0+55 - 5+50 LT & RT 1910 9 RT MAILBOX- IILRo1 \ \ f RT 20 4+30 AT 20 5+23 RT 15 3+10 - 3+15 METER VAULT BY OTHERS 2 3+23 - 3+29 RT 3 3+37 - 3+43 RT 2 4+21 - 4+25 RT 2 4+35 - 4+39 RT 2 5+28 - 5+32 RT I g PROT I/-� ll� � 1J8 EJB PROTECT WOOD FENCE PROTECT POWER POLE � J O LL U 6+� Dn WATER LINE BY OTHERS a e 1 TT POWER POLE TO BE N LIGHT P LE TO 89 �°Y E RELOCATED BY ORiER . + RELOCAT D BYO ERS � � LIMITS OF 1PW CO CONSTRUCTION � pW — -- — — — — +00 3100- — — f ® U z cns z" cns I NCE HALL a"c REMOVE PAVEMENT (BID SECTION B)� STA. TQ STA. SIDE SQ. YDS. 0+55 - 5+50 LT & RT 1910 REMOVE DRIVEWAY (BID SECTION B) STA. SIDE SQ. YDS. 1+02 - 1+52 AT 12 9 RT 20 3+33 RT 20 4+30 AT 20 5+23 RT 15 0 PROTECT LIGHT POLE 0 w � < T Q I x 711 REMOVE SIDEWALK (BID SECTION B) STA. SIDE SQ. YDS. 1+02 - 1+52 LT 28 2+30 - 3+B7 LT 96 4+13 24'-J1' LT 16 0+91 — 1+03 RT 5 1+68 - 2+64 RT 42 3+10 - 3+15 RT 2 3+23 - 3+29 RT 3 3+37 - 3+43 RT 2 4+21 - 4+25 RT 2 4+35 - 4+39 RT 2 5+28 - 5+32 RT I g PROT I/-� ll� � 1J8 EJB ADJUST WATER VALVE BOX TO GRADE (BID SECTION B) STA, SIDE EA 2+15 18' RT 3 4+14 23RT 2 4+11 35' LT 1 ADJUST GAS VALVE BOX TO GRADE (BID SECTION B) STA, I SIDEEA EA 2+34 25' LT 1 3+J9 22' LT 1 ADJUST MANHOLE TO GRADE (BID SECTION B) STA, I SIDE EA 2+15 28LT 1 4+DD 5' Lr I 1 r L�1PJ 1 D' zo' SCALE IN FEET 12 W ... nlcazh smzw - PROTECT OTECT FIRE H FEN TE POWER POLE � OPJ 110 LIMITS DF CONSTRUCTION REMOVE STORM SEWER INLET (BID SECTION B) STA. I SIDE EA 1+76 U 1 1+B3 Y 1 1+95 x0 I 3+76 az 0 OJ 1 1 W \ W I g PROT I/-� ll� � 1J8 EJB PROTECT WOOD FENCE PROTECT POWER POLE � J O LL 5+00 — — — - 6+� Dn a e 1 12 W ... nlcazh smzw - PROTECT OTECT FIRE H FEN TE POWER POLE � OPJ 110 LIMITS DF CONSTRUCTION REMOVE STORM SEWER INLET (BID SECTION B) STA. I SIDE EA 1+76 1 15' LT 1 1+B3 21' LT 1 1+95 11' RT 1 1 3+76 14' LT 1 1 REMOVE STORM SEWER PIPE x x (BID SECTION B) STA. SIDE LF 1+89 LT & RT 45 2+40 - 3+76 LT 139 REMOVE DRIVEWAY CULVERT (BID SECTION B) STA. SIDE EA 2+13 1 2+34 3+33 RT 1 SALVAGE LANDSCAPING ROCK TO OWNER o N N O N ED n U) J O F O U% Z W ED F W Q Q O zo xof ED O + w g O — QQ U Q F z Y F U) � O O Q Q U) ED of zm O w w U U-1 Z x F CD U) z = F F U) SE m SE ,pp—d by MMR C CON 52097 d� 01 �9�016 SHEET 15 of 21 BUILD B" CONCRETE PAVEMENT 0 (BID SECTION B) STA, TQ STA. I SIDE SQ YDS 5+50 - 8+]6 LT & RT 1381 BUILD 5" CONCRETE DRIVEWAY 0 (BID SECTION B) STA. SIDE SQ. YDS. 6+52 RT 13 5+01 RT 12 ]+4D RT 12 ]+49 LT 23 ]+91 RT 12 B+]3 LT 1] PROTECT WOOD FENCE 611i o - P -BH �G G� BUILD 4" CONCRETE SIDEWALK 0 (BID SECTION B) STA. TO STA. SIDE SQ YDS 5+55 - 5+]4 LT 11 ]+43 LT 55 ]+60 LT 50 B+41 RT 4 B+]8 - 9+50 LT 32 BUILD CURB RAMP (BID SECTION B) STA. SIDE I WARNING PANELS (SE) 5+]2 B 6+DO B °CONCRETE CONSTRUCTION OF CURB RAMPS SHALL BE SUBSIDIARY TO CONCRETE SIDEWALK. DETECTABLE WARNING PANELS SHALL BE PAID FOR SEPARATELY. REMOVE & RESET MAILBOX (BID SECTION B) STA, SIDE EA 6+41 18' RT 1 6+95 21' RT 1 ]+60 12' LT 1 +98 8' 1RT 1 8+33 8 19' RT 1 8+62 18' LT 1 Q 2 W � I SIDE I U I LT & RT 151] B+]3 I LT I 2 O I Z a 00 F� m y ww I t PROTECT LIGHT POLE O LL LIMITS OF CONSTRUCTOR �— a PRDTECT CCITT POLE — J 00 — 7+00 — IUna 1zW .. W 12•W 1 12 W �� 1 REi 5 WPL � — PROTECT FIRE HYDRANT LIMITS OF REMOVE PAVEMENT (BID SECTION B)=] STA. TO STA, I SIDE 1 SQ. YDS. 5+5D - 8+76 LT & RT 151] REMOVE DRIVEWAY (BID SECTION B) = STA. I SIDE 1So. YDS. ]+49 RT 36 B+]3 I LT 1 19 REMOVE SIDEWALK (BID SECTION B) = STA. I SIDE SQ. YDS. 8+40 RT 0+48 ADJUST WATER VALVE BOX TO GRADE (BID SECTION B) STA, SIDE EA 5+73 23RT 2 PROTECT TREE PROTECT LIGHT POLE _ CQ'nPa a v ®. 12"W REMOVE TREE (BID SECTION B) STA. SIDE EA 0+48 30' LT 1 1 r L�1PJ 10' 20' SCALE IN FEET PROTECT LANDSCAPING PROTECT TRANSFORMER 7..—J 9+77 0"5E I � O N N O N cl U) U) J > U) O Z W Q CO F W z O Q O Z N = Of ED O �d �z U) U) � U)U Q Q U) ED Of z — m O w w U W Z m 'd F CD U) z SE F- U) m Q SE P—d by MMR C CON 52097 d� 01 �9 2016 SHEET 16 of 21 CURB INLET SEDIMENT FILTERS (BID SECTION A) STA. SIDE EACH 95+00 29.30RT 1 95+45.40 49.00' LT 1 AREA INLET SEDIMENT FILTERS (BID SECTION A) STA. SIDE EACH 95+J, 33.00' LT 1 1 W+59 11.35' LT I1 97+32 75.4D' RT 1 1 98+56 I 1.3D' RT 1 1 - - -94+50- - - - a5+uu- - O O O O � ucnr POLE TD eE� RELOCATED BY OTHERS NINTH STREET xR'sD 2H ED 1D "w 1D'W 1D"w PROTECT WATER MAIN -_ CONCRETE SIDEWALK, ' by 0 RECONSTRUCT AREA INLET (BID SECTION A) O ND. STA. SIDE 1 RIM ELEV. TL ELEV. DEPTH 1 95+JS 33.0' LT 1913.35 1904.561 BJJ' W Z BID W ^ CONVERT CURB INLET TO JUNCTION Box WITH NO ACCESS COVER. RECONSTRUCT MANHOLE (BID SECTION A) O NO. STA. SIDE RIM ELEV. TL ELEV. DEPTH 1 95+93 330' LT 1913.65 1904.08 BJJ' BS+JS 31' RT 1813.50 1905.92 BUILD CURB INLET (BID SECTION A) NO. I STA. I SIDE I RIM ELEV. EL ELEV. X Y 1 95+00 29.30' RT 1914.52 B.3W B' 2 1 95+45.40 1 49' LT 7.5B' BUILD CURB INLET (BID SECTION A) NO. I STA. I SIDE I RIM ELEV. EL ELEV. X Y 1 95+00 29.30' RT 1914.52 1908.14 B.3W B' 2 1 95+45.40 1 49' LT 1 1913.74 1 1904.68 1 98+56 1 1.30' RT BUILD AREA INLET (BID SECTION A) CD ND. STA. SIDE RIM ELEV. TL ELEV. DEPTH 1 W+59 11.35' LT 1914.00 1904.91 9.09' 2 9J+3] S5.6J' RT 1915.25 1911.25 4.00' 3 1 98+56 1 1.30' RT I 1913.5D 1905.41 6.09' SEEDING (BID SECTION A) STA. LENGTH SIDE S, SY 94+]J-95+46 LTRT 150 BUILD STORM SEWER PIPE (BID SECTION A) O NO. SIZE LENGTH SLOPE TYPE DESCRIPTION 1 PH 91' 0.64% RCP CURB INLET 2 DL=1905.35 TO CURB INLET 1 DL=1906.14 24" 35'1 RCP RECONSTRUCT AREA INLET 1 P-190458 TD CURB INLET 2 DL -1905.38 3 30" 166' D.SD% RCP RECONSTRUCT MANHOLE 1 EL -19D4.08 TO AREA INLET 1 H-1904.91 4 30" 1DO' 0.5D% RCPAREA EL -1905.41D INLET 1 EL= 1904.91 TO AREA INLET 3 EL -1905.41 18" JO' 2.OD% RCP AREA INLET 1 DL=1909.90 TO AREA INLET 2 DL=1911,25 ` FI `/ CONCRETE SIDEWALK LIGHT POLE TO BE --RELOCATED BY OTHERS 11 D 96#00 \\ 97+00 O [ FUTURE SIDEWALK IMPROVEMENTS VZ, / /1 D"y aw 4W pxaW P-/ O / SI_ - P -VC's - 1 \P -UC P -UC ,G CKt IE VAULT 3"c 3'c \ � FOR GAS LINE \ UTILI \ \ ED TEM D 221 '2 1 CHISELED 'x" / EL- 1915.63 / TRANSFORMER TO BE REMOVE REM DVEO BY OFFERS /---,+____ GRADE ATICENTERLINE OF � N o f Q I^ O V I � Q em D' 1D®' / / SCALE IN FEET EV I CD \ \ I ___\-___ fV cvq ------__ .. o i1L EF PoEi R 4"Wa"w 4'W E-100]4 e - � � s'4f 2 ♦'� O O O >aA O a^ gegNDD a� CDN 7- CRET I=a MILK _ _ _ 1 /L-`'-` \ / 4' gBAN EG GPS MAIN CONCRETE GAS VAULT e. / TO BE REMOVED BY OTHERS G - kO ED ED ED F - o U) 1918 w z O o U) GRADE ATI CENTERLINE DR PIPE 00 EE ,o N O N N O N cl W U) J LL U) O F W O U) Z ED cD GOW Z GO Z W F Q O Q � O m O QQ U Q - z Y 2U) OQ Q w ED m 0 - W U) 03 W z ED! w 1n U) O z z SE F O m SE SE PER 19 11 C SHE 52097 d� SHEET 17 of 21 by a 00 96+50 97+00 97+50 98+00 00 EE ,o N O N N O N cl W U) J LL U) O F W O U) Z ED cD GOW Z GO Z W F Q O Q � O m O QQ U Q - z Y 2U) OQ Q w ED m 0 - W U) 03 W z ED! w 1n U) O z z SE F O m SE SE PER 19 11 C SHE 52097 d� SHEET 17 of 21 CURB INLET SEDIMENT FILTER (BID SECTION B) STA. SIDEI EACH 101+81.11 1 62.72RT 1 m2+17.11 I 63 D8' RT 1 o a Jo BUILD CONCRETE COLLAR (BID SECTION A) \ STA. SIDE EACH 100+54 32' RT ® TAP STORM SEWER PIPE Yy-_ _ (BID SECTION A)� "w_ STA. SIDE EACH a'w - - 100+54 1 RT 1 -- e„w VON o .nTn,�� G.w V A � C \ I _____ — ---------- ------- ---- a•w � HIN 4,•w AIm a,•w Ilk 10 O \ Q G B'\ BANDON�GAS MAIN -- ---- IL A' ARAN EO GAS MAIN 0 FG FG F _ 19 19 co 19 BUILD CURB INLET (BID SECTION B) BUILD MANHOLE (BID SECTION B) ❑ NO. STA. SIDE RIM ELEV. TL ELEV. DEPTH 1 101+BO 5.D' RT 1912.]1 190,.0E 5.64' BUILD CURB INLET (BID SECTION B) NO. STA. SIDE RIM ELEV. TL ELEV. X Y 3 101+81.11 62,2' IT 1912.00 19DB.36 4.44' B' 4 102+1,.11 63.00' RT 191 ZBO 1900.56 424' 5' BUILD STORM SEWER PIPE (BID SEC NO. SIZE LENGTH SLOPE TYPE 1400 6 3D” 332' 0.509 RCP AREA INLET 3 FL=1905. 15 12" 2,' 1.559. PVC FISTING PIPE TO TAP SEEDING (BID SECTION A) STA. SIDE SY 101+93-95+46 LT & RT 1400 TION A) o o DESCRIPTION - 41 TO MANHOLE 1 FL=190].0] 7 W PIPE 6 L ~ BUILD STORM SEWER PIPE (BID SECTION B) O N0. SIZE LENGTH SLOPE TYPE DESCRIPTION J 24" 173' 1.559 RCP MANHOLE 1 FL=190,.D, TO MANHOLE 2 FL=1910.25 B 18" 58' 1.3,9 RCP MANHOLE 1 FL=19D,.5, TO CURB INLET 3 FL -1908.36 9 18" 4D' 0.509 RCP CURB INLET 3 FL=190,.86 TO CURB INLET 4 FL=1908.06 �1.pN1cRE7ESlE N O 1912 n 0 N N AA cl J �'�fLJ 1910 LLO O F W O U) Z a+ C9w oho Z W 1908 Q 0 a- O > ¢of e' xa a ro + W + 0 O _ 1906 m W °' O F Z QQ Y F U > O of n OD m O w 904 U) w z F rn z z 902 x m F Q x TH x pp—d by MMR CONTRACTOR SHALL POTHOLE UTILITY CROSSINGS TO VERIFY SHEET F00 N DEPTH PRIOR TO STORM SEWER INSTALLATION (SUBSIDIARY) _ / �j B O f 12 ON S 12"sG I O - - \ 12 Sl f_ 12" l 0 12' 1' Us TM sT — — Q ou Q rvM N UI ® O Q h GAS LINE TO BE D. 10' 20' 40' 1�L ED 1w'w RELOCATED BY OTHERS SCALE IN FEET --103+00-- ------ - n � Hz nnniTu eTovvT 0 TIT BN1r O 4 a G \ W / PROTECT GAS LINE GRADE AT CEN RLINE OF D L// l Z x Q OLD WRIER MAIN pniE® PROPOSED GR DE AT CENTERINE OF PIPE e a'e ae 98+50 99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 A 1z''w PROTECT WATER MAIN EE >o N O 1912 n 0 N N cl J U) 1910 LLO O F W O U) Z a+ C9w oho Z W 1908 Q 0 a- O > ¢of xa a + W + 0 O _ 1906 m W °' O F Z QQ Y F U > O of n OD m O w 904 U) w z F rn z z 902 x m F Q x TH 900 pp—d by MMR SHEET F00 18 of 21 CURB INLET SEDIMENT FILTER (BID SECTION B) STA, SIDE EACH 103+51 18.0RT 1 103+51 10.0' LT 1 107+2D 10.0' RT 1 1 107+20 10.0' LT I 1 MAILBOX N GAS LINE TO BE III 1tlW RELOCATED BY OTHERS — — — — —103+00- — — — — — — — AAFROTECT BUILD TYPE 2 MANHOLE (BID SECTION B) ❑ NO. STA. 1 SIDE 1 RIM ELEV. 1 TL ELEV. 1 DEPTH 2 1O3+B1 5.0' RT 1914.30 191D25 4.D5 3 107+2D 1 5.0' RT 1 1914.85 1 191D.97 I 3.88' BUILD CURB INLET (BID SECTION B) NO. STA. SIDE RIM ELEV. EL ELEV. X Y 5 103+61 18.0' RT 1914.55 19ID.32 4.23' 8' 6 103+61 18.0' LT 1914.55 191D.37 4.18' 8' 7 1 107+20 1 18.0' RT 191 s.10 1911.D4 10" 15' 8 1 107+20 1 180' LT 1915.10 1911.09 TO CURB INLET 5 EL -191D.32 -- - — — ------105+00 ------ J P -OH FL 189477 1 IY'w 110 NINTH STREET 12"W Tc� 12'W I' o ® N f Q o u PRDTECT TREE® J a D. 1 40' O scALE 0' 20' IN FEET — — — —107+00- — -6 — — — — — — 108+00 — c c c E? 8 4 6� 2d 1s"ss 1s"ss 1s"ss 1s"ss 1s"ss Do 13 .i12TW ..W ( uy 1 I_ PROTECT WATER MAIN nnby m a 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 0 'o BUILD STORM SEWER PIPE (BID SECTION B) O NO. SIZE LENGTH SLOPE TYPE DESCRIPTION 10 24" 359' 02D% RCP MANHOLE 2 EL -1910.25 TO MANHOLE 3 FL=1909.97 11 10" 15' D.5D% RCP MANHOLE 2 EL -1910.25 TO CURB INLET 5 EL -191D.32 12 18" 25' D.5D9. RCP MANHOLE 2 E-191025 TO CURB INLET 6 EL=191D.37 13 1B" 15' DSD% RCP MANHOLE 4 EL=191097 TO CURB INLET 5 U-1911 04 14 18" 25' D.5A% RCP MANHOLE 4 EL=1910.7 TO CURB INLET 6 U-1911 09 -- - — — ------105+00 ------ J P -OH FL 189477 1 IY'w 110 NINTH STREET 12"W Tc� 12'W I' o ® N f Q o u PRDTECT TREE® J a D. 1 40' O scALE 0' 20' IN FEET — — — —107+00- — -6 — — — — — — 108+00 — c c c E? 8 4 6� 2d 1s"ss 1s"ss 1s"ss 1s"ss 1s"ss Do 13 .i12TW ..W ( uy 1 I_ PROTECT WATER MAIN nnby m a 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 0 'o 0 171 9 E ® N ZF Q o u v , Q IA N Ja O 6 N N ± ± O O I ht 96 E-1007{ L I I l I fg':Ll L I Ir.U L 9' l l A9,31 l A9.31 l IL''Ll L L6F I l6l W l8l l8l '£l8 l8l Z -r5 I I O U) 7 w w a 0 >o N ;p ) I I I O N F w Z /V F U T O p WT Opti z m i� ? a Ob, Q(7 F o O Q w a o rl O O w Q a'a D m x F n w iLL ° x Z m Z U) x o� pp—d by MMR x by iv SHEET S 3a X1 E ® N ZF Q o u v , Q IA N Ja O 6 I N N N P+7 P+7 P+7 ht REF E-10000 7{ I o W"Ll l L',L( l 6' L L 8' L l £' l l WILL L 6' l l fD Yb6F m6Fl6l l6l l6l 'i l6 l6l Z I 0 U) S W 0 a tp I I I I I I I >p N 3p 0 0 0 0 0 0 o O N U) F NQU NIS Z Z W V OD W N ( m %dM W Z d O �bI, F 0 Q_ 0o W ¢0 � a �_ U) orl U W Q a 'a U) m _ F fD W Z m Z iE U) LH o�pp—by d by MMR x iv SHEET 3 a i(2 E ® N ZF Q o u v , Q IA N Ja O v v v v cr) cr) c E-1007{ f f I I 8 L L L L L L L L 9 l L 9 l l (TIM l ViLm '5 lOL 101 101r5M LBL 'SLB YC W Z O_ O s w a 0 Lo >o N ;o O N I 3 ----- � Z Nu W ju U o N > O p ma inn W Ov Z w ?a 0o w W Q � > a U) xi 0_ fn U w w ¢ < a¢ o�n = F F fn w w m � Z o� pp—d by MMR x by iv SHEET 3a X3 E ® N ZF Q o u v , Q IA N Ja O Lr+i u+i u+i u+i u+i u+i v FIEF E-10074 I f f' l L I 4' l L I UIML QVWL I MI'Ll L — WL rs WL YC W F Yc WL WL L6l I Z O_ O s w a o I �o I i i i i i 41 > 6 N 30 O U) F NQ U Z w N' Z O w iV m its U 1n 0 (9� wm iU) ? a 0 O Q 0o w Q > a w � �_ U) or O O W Q <> 1n _ U) w F n w Z m Z iE U) o�pp—by d by MMR x iv SHEET 3a X4 E ® N ZF Q o u v , Q IA N Ja O 6 rD rD rD to to to a o < < < < < a o < < < < < a o ffy < < < < < a o ffy < < < < < a o ffy < < < < < a o ffy < < < < < a o ffy < < < < < � cb m m o ffy < < < < < o a o yl ffy < < < < < < ffy E-1007{ I I I I f I �I I f I l6l l6l l6l T -Cl6l l6l l6l l6l l6l Z O U) s w I a >o o N 30 O I O w iV Uv v Op U' m w O� O' i ?a a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U O O ~ U) Q 7 0_ 00 = Z _o F 0 Q _ °l w w � a �_ Ll orl O O W Q a'a D _ U)w F n w Z m Z iE U) Ll o�pp—dby h,,k,dby MMR MMR x iv SHEET 3a xs E ® N ZF Q o u v , Q IA N Ja O 0 co co co co I, I, I, o _ _ �� _ _ E-1007{ I I I f I £' l l f L L 5V;Lq I Z' l l L L L L' U l In be l Dyl bf L - ' l8l LIS L W F W F l8l LBL l8l l8l W Z O s w II I I I I � o I o 4 >o N O a F U) Z W I Z O w iV Um Op m 0 w O c7 X i0 Z O ? a 2 51 51EO Q 7 F _o O Q ortO O W Q a 'a U) m _ F fn w Z m Z iE U) by LH o�pp—by d by MMR x iv S SHEET 3a X6 E ® N ZF Q o u v , Q IA N Ja O of FIEF E-1007{ I U) I l6l 5l6 Z O_ O s w I �o--------- i o N 30 O F m NIS U Z Z W O w iV U n N O p O' m a i W Om 0 Za pm Z Eol O w Q � o a U) or O O W Q <> (D _ U)wF n w Z m Z iE U) o�pp—by d by MMR x iv SHEET S 3a X7 z o SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, Lo 2.0% MAX. SLOPE I RAMP RUNNING SLOPE 8.0% TYPICAL, 8.5% MAX. SLOPE 0 FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE I I N W I I o cr o W zI a CROSSWALK I 0 C I o o 0 I I r g � I I I 0 TRANSI TION RAMP TRA NSI TION RAMP TRA NSI TION �o I ®®® 7 g � I ® � 2% TYP ®— 7 z Q m 2% TYP. ®® MATCH EXISTING I ®®®® EXISTING GUTTERLINE I ago-"o:o-.o-.a: ®® ® 0°0°0°°0000° ®® PROPOSED GUTTERLINE °°O°°°°°°°°° MATCH EXISTING y 2% PREFERRED WHERE TRAFFIC STOPS, UP TO 5% ALLOWED WHERE TRAFFIC CONTINUES THROUGH THE CROSSWALK WITHOUT STOPPING (INCLUDING TRAFFIC SIGNALS). y 1'-0" FOR FOOT REST SWING SEE SHEET 1 NOTE 4 L SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, Lo 2.0% MAX. SLOPE z RAMP RUNNING SLOPE 8.0% TYPICAL, 8.5% MAX. SLOPE 0 FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE N W 0 cr o W a C E o 0 0 0 N I r a I N 0 f O C N 0 00 0 o- 0- M .. ai v 0 LL N A, _./ t, TllDA/TA//` CDA d- • a. SEE NOTE 4 1° 5% DETECTABLE WARNING PANEL PLACEMENT DETAIL 6'-0" TYP. (5" RISE) DETECTABLE WARNING PANEL 15'-0" MAXIMUM SEE PLACEMENT DETAIL GROOMED SURFACE AND SHEET 1 NOTE 3 JOINT SEALANT %" (MAX.) PREFORMED EXPANSION JOINT FILLER 1,5% TYP, (8.3°0 MAX,) 8-Jy. MAX. —� 1°5°. 47,; SHOULDER SLOPE .°.• :°'-.'°'�:. `.'a• o. •.n •sof a.s•>•a 9 °•., • ,.° ♦,e .. . '° °••O 2'-0" 8" DEPTH TYP. o INDICATES %" (MAX.) PREFORMED IF LES pErECTNIs PLAL�- EXPANSION JOINT FILLER WITH JOINT SEALANT ARNI�G PpNE� IAN CROSSING W 4% (TYP. ) GUTTER LINE 4'-0" MIN. 0 0 0 0 O O 0 0 0 00 0 0 0 0 0 0 0 00 O O O O O O 00 O O O O O O O O O O O O LiO 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z J O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 nl V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lu ♦ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ti O O O O O O O O O O O O O O O O O O O O O O O O°° 00000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°°°< 00° 00000000000000000p0p0000 N 00 000 00 00000000000000 0 0 0 000000000000000 00°°p°O°°0pp00°°O 0ppp0000000000000p000O0°pOpO00ppp00° 00ppp0 0000000000000 000 1 4'-0" MIN. DETECTABLE WARNING PANELS lvG 7T CAJ011IVU NO BEVELING /VL YI G/11J/1/VV BEVEL AS REQUIRED WHEN EXISTING SIDEWALK DOES NOT MEET THE 2% CROSS SLOPE, BEVELING TO MEET PROWAG IS REQUIRED. THE SIDEWALK PANEL ABUTTING THE EXISTING SIDEWALK (WHICH MAY NOT BE 2% SLOPE): BUILD FULL WIDTH OF THE NEW SIDEWALK, ON 2% MAXIMUM CROSS SLOPE AND BEVEL THE EXISTING SIDEWALK EDGE WHERE IT DOES NOT MEET THE NEW WITHIN %", THIS WORK IS SUBSIDIARY. 1'-0" 0 o e • D D D ,O D O Q O Q O O O BEVELING DETAIL MATCH RAMP SLOPE (1.5% TYP. 8.3% MAX.) REMOVE CONCRETE CURB TO THIS LINE EXTENSION OF SHOULDER SLOPE NOTE: COMBINATION CONCRETE CURB AND GUTTER MAY BE REMOVED AND REPLACED IN LIEU OF MILLING. CURB DETAIL SLOPE LEGEND THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS) NOTES: 1. THE SURFACE OF ALL CURB RAMPS SHALL BE BROOMED PERPENDICULAR TO THE SLOPE OF THE CURB RAMP. 2. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. J. ALL CURB RAMPS SHALL BE CONSTRUCTED WITH A DETECTABLE WARNING PANEL (DWP), 2 FT. X 4 FT. MINIMUM. PLACED WITHIN 2" OF THE BACK OF CURB. DETECTABLE WARNING PANEL: - SHALL BE PAID FOR BY THE SQ. FT. - SHALL BE FROM THE APPROVED PRODUCT LIST - SHALL BE A CONTRASTING COLOR TO THE SURROUNDING SURFACING. - SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP. NEW CURB RAMPS SHALL HAVE CAST IN CONCRETE DETECTABLE WARNING PANELS. 4. TURNING SPACE SHALL HAVE MINIMUM DIMENSIONS OF 4 FT. X 4 FT AND SHALL BE A MINIMUM OF 1 FT. FROM ANY OBSTACLE SUCH AS A CURB OR RETAINING WALL FOR SWING OF WHEELCHAIR FOOT REST THE SLOPE SHALL BE 2% MAXIMUM IN ANY DIRECTION. 5. THE WORK OF CONSTRUCTING CURB RAMPS SHALL BE INCLUDED IN THE QUANTITIES FOR "CONCRETE SIDEWALKS", "CONCRETE MEDIAN SURFACING" OR "CONCRETE BIKEWAY". THE WORK OF MODIFICATION OF NEW OR EXISTING CURB WILL NOT BE PAID FOR DIRECTL Y. BUT WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK FOR WHICH DIRECT PAYMENT IS MADE. LEGEND DETECTABLE WARNING PANEL (DNP) ® BROOMED CURB RAMP WHEN 5% TO 8.3% RAMP FLARE W W W W W GRASS OR NON WALKING SURFACE ® CURB TRA NSI TION CURB FACE SLOPE 1 VERT. : 2 HORZ. R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER R1 FEB 13 ALL OF PLAN REWORKED (PROWAG) REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 303-R2 CURB RAMPS ACCEPTED BY FHWA FORObE ON THE NATIONAL HIGHWAY SYSTIN. o OCT 2014 DATE 1 4 ORIGINAL: MARCH 22, 2010 DATE SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 2.0% MAX. SLOPE 1 � RAMP RUNNING SLOPE 8.0% TYPICAL, 8.5% MAX. SLOPE FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS) NOTES: 1. THE SURFACE OF ALL CURB RAMPS SHALL BE BROOMED PERPENDICULAR TO THE SLOPE OF THE CURB RAMP. 2. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. J. ALL CURB RAMPS SHALL BE CONSTRUCTED WITH A DETECTABLE WARNING PANEL (DWP), 2 FT. X 4 FT. MINIMUM. PLACED WITHIN 2" OF THE BACK OF CURB. DETECTABLE WARNING PANEL: - SHALL BE PAID FOR BY THE SQ. FT. - SHALL BE FROM THE APPROVED PRODUCT LIST - SHALL BE A CONTRASTING COLOR TO THE SURROUNDING SURFACING. - SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP. NEW CURB RAMPS SHALL HAVE CAST IN CONCRETE DETECTABLE WARNING PANELS. 4. TURNING SPACE SHALL HAVE MINIMUM DIMENSIONS OF 4 FT. X 4 FT AND SHALL BE A MINIMUM OF 1 FT. FROM ANY OBSTACLE SUCH AS A CURB OR RETAINING WALL FOR SWING OF WHEELCHAIR FOOT REST THE SLOPE SHALL BE 2% MAXIMUM IN ANY DIRECTION. 5. THE WORK OF CONSTRUCTING CURB RAMPS SHALL BE INCLUDED IN THE QUANTITIES FOR "CONCRETE SIDEWALKS", "CONCRETE MEDIAN SURFACING" OR "CONCRETE BIKEWAY". THE WORK OF MODIFICATION OF NEW OR EXISTING CURB WILL NOT BE PAID FOR DIRECTL Y. BUT WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK FOR WHICH DIRECT PAYMENT IS MADE. LEGEND DETECTABLE WARNING PANEL (DNP) ® BROOMED CURB RAMP WHEN 5% TO 8.3% RAMP FLARE W W W W W GRASS OR NON WALKING SURFACE ® CURB TRA NSI TION CURB FACE SLOPE 1 VERT. : 2 HORZ. R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER R1 FEB 13 ALL OF PLAN REWORKED (PROWAG) REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 303-R2 CURB RAMPS ACCEPTED BY FHWA FORObE ON THE NATIONAL HIGHWAY SYSTIN. o OCT 2014 DATE 1 4 ORIGINAL: MARCH 22, 2010 DATE C m v N 0 m 0 0 M 0 M LL SEE BEVELING DETAIL SHEET 1 SEE BEVELING DETAIL SHEET 1 %Xls GUTTER LINE W = WIDTH OF SIDEWALK (5'-0" TYP.) I� TINGI Z R1 =RAMP WIDTH (4'-0" MIN.) I I GUTTER LINE R2 = RAMP WIDTH (5'-0" MINI WITH I I W =WIDTH OF SIDEWALK (5'-0" TYP.) GJi VERTICAL OBSTACLE I I E Rl = RAMP WIDTH (4'-0" MIN.) V EXISTING MATCH EXISTING FLARE OPTION R2 = RAMP WIDTH (5'-0" MIN.) WITH W CONCRETE (ADJACENT TO CONCRETE) VERTICAL OBSTACLE W A a g W TURNING SPACE TURNING SPACE 3 CURB TRANSITION W SEE NOTE 4 SEE SHEET 1 NOTE 4 0 (SHEET 1) A---- A----- A'2 _ 75'-0" MAX. — — — — — a I A ---� 0000° 00000 O0000 CROSSWALK FOOT REST SWING CROSSWALK 0000° SEE SHEET 1 NOTE 4 00000 ----t4" 00000CURB OR WALL 00000 --- 00000 — �y �j v � SEE BEVELING AS NECESSARY �gRIES A IN• SEE BEVELING `y ------------------ DETAIL SHEET 1 M DETAIL SHEET 1 v 0 0 0 R10000 0000 MATCH EXISTING MATERIAL ___ �✓ 000000000 SELECT TAPER/FLARE BASED z 000000000 ~ V J j �✓ 000000000 ON ADJACENT MA TERIAL 000000000 I y CONCRETE (USE FLARES) P-0" TAPER OPTION — — — TURNING SPACE (ADJACENT TO NON -CONCRETE) `� I TURF (USE CURBS) I i SEE SHEET 1 NOTE 4 TYPE B PLAN I I I CROSSWALK I I WHERE W IS 9 FT OR LESS, R = W (MIN. WIDTH = 4 FT) SEE BEVELING I ' I I T , R = 4 FT , EXCEPT DETAIL SHEET 1 SEE BEVELING DETAIL SHEET 1 WHERE W IS GREATER THAN 9 F CROSSWALK I BIKE PATH/TRAIL. SEE SHEET 1 NOTE 5. EXISTING CURB OR WALL EXISTING I I AS NECESSARY I ITURNING SPACE TURNING SPACE TYPE A PLAN SEE SHEET 1 SEE ul TURNING SPACE v NOTE 4 NOTE BEET 1 / Lo SEE SHEET 1 NOTE 4 /`�� SEE BEVELING DETAIL SHEET 1 ui N/ / GUTTER LINE SEE BEVELING �✓ EXIS71-bG / DETAIL SHEET 1 CONCRETE L OL y ---- GUTTER LINE \� EXISTING CROSSWALK �� �� CROSSWALK / \ oo �oo ISOMETRIC VIEW o0p0p CROSSWALK LEGEND 1'-0" FOR FOOT REST SWING DETECTABLE WARNING PANEL M SEE SHEET 1 NOTE 4 SEE SHEET 1 PLACEMENT L. 0000° DETAIL AND NOTE 3 y 0 0 00 00000 — — — — — — — — — — — — — — — — o 0 0 0 o DETECTABLE WARNING PANEL (DWP) ro 000p 0°°O � � �°oo / ® BROOMED CURB RAMP WHEN 5% TO 8.3°° 4'-0" TURNING SPACE JOINT SEALANT / OBSTACLE SEE SHEET 1 NOTE 4 „ / CONCRETE (USE FLARES) SEE SHEET 1 /2 IMAX.) PREFORMED EXPANSION JOINT FILLER / TURF (USE CURBS) RAMP FLARE NOTE 9 / / CURB DETAIL SEE SHEET 1 ���W GRASS OR NON WALKING SURFACE I CROSSWALK / SII®II R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER °I 1.5% 4% SHOULDER SLOPE A e:'• < '.; e ° ° ° °° °>' R1 FEB 13 ALL OF PLAN REWORKED (PROWAG) N •.,. '. a.s. .s p•s 'A•. ° e ''r• '.a.p' a ms• A' ° " . °.p •° . •.p s � � CURB TRANSITION • • ° ISOMETRIC VIEW REV. NO. DATE DESCRIPTION OF REVISION ems.. °•e .•.�'� p> °.p°.. •.; D•••; ,.'o. o e g DETECTABLE WARNING PANEL •` NEBRASKA DEPARTMENT OF ROADS o SEE SHEET 1 PLACEMENT CURB FACE SLOPE 1 VERT 2 HORZ. 2'-0" DETAIL AND NOTE 38" DEPTH (TYP.) STANDARD PLAN NO, 303—R2 0 4'-0" TURNING SPACE 6'-0" TYP. (5" RISE) o JOINT SEALANT SEE SHEET 1 15 1-0 11 MAXIMUM %" (MAX.) PREFORMED SLOPE LEGEND TYPE B CROSS SECTION CURB RAMPS NOTE 4 o BROOMED SURFACE EXPANSION JOINT FILLER 4 o CURB DETAIL SEE SHEET 1 8.3% MAX SLOPE ° 1.5% 4% SHOULDER SLOPE 0 e°. ..-e eg.e .•a °•. °.:p: ,.>: ao�--m•,> Via: p.>:•a: °•�p > � q SECTION A—A ACCEPTED BY FHWA FOR OSE ON THE NATIONAL HIGHWAY SY i %l 14 SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 2.0% MAX. SLOPE RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE 2'-0" 1'-0' ACCOUNT FLARE 900 TO RAMP 9.0% TYPICAL, 10.05Y. MAX. SLOPE SECTION A—A ACCEPTED BY FHWA FOR OSE ON THE NATIONAL HIGHWAY SY i %l 14 THE CONTRACTOR SHOULD FOR CONSTRUCTION TOLERANCES TO PREVENT O P !( Fyc� o 2'-0" 1'-0' ACCOUNT �yy OCT 2014 EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL J. DATE 8" DEPTH TYP. NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. KN I 2 TYPE SECTION AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST D35 4 NN CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT Q ORIGINAL: SECTION A -A OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS) 4r pS� MARCH 22, 2010 F of DATE C v N 0 a� 0 0 M 0 M LL SEE BEVELING DETAIL SHEET 1 SEE BEVELING DETAIL SHEET 1 ( I I EXISTING TING I 9 GUTTER LINE 0 )FTEX—IS I W GUTTERLINE W = WIDTH OF SIDEWALK (5'-0" TYP.)R1 = RAMP WIDTH (4'-0" MINW =WIDTH OF SIDEWALK (5'-0" TYP.)CURB OR WALLW R2 = RAMP WIDTH (5'-0" MIN.) WITH oRl = RAMP WIDTH (4'-0" MINI AS NECESSARY VERTICAL OBSTACLE Lu o R2 =RAMP WIDTH l5'-0" MIN°) WITHaVERTICAL OBSTACLEnR2 � -- ------- CURB OR WALL g FOOT REST SWING AS NECESSARY aA TURNING SPACE CURB OR WALL ,� SEE SHEET 1 NOTE 4 DETAIL SHEET 1 �`� j♦ SEE SHEET 1 NOTE 4 00 AS NECESSARY 15'-0" MAXIMUM 4f a 0< SEE BEVELING 95'-0" MAX. TURNING SPACE ° ^"° DETAIL SHEET 1 SEE SHEET 1 NOTE 4 — — — — ♦ e .� `° ° CROSSWALK °e°off ee q _ _ _ � I ♦ ossoso °oo°°° z I 000 ti ® a0000a ®►0 ° ---- 0. 01 0--------- °m 0 �✓ ® ♦ °°, FOOT REST SWING I T ®• ® ° ^°°°°°°° CROSSWALK I I CURB OR WALL �I/ V °°° °°° ° m I SEE SHEET 1 I TYPE D PLAN AS NECESSARY �Ij 1'-0" TAPER ��'� °°o -q °°°°°°°°° I NOTE 4 SEE BEVELING I CROSSWALK DETAIL SHEET 1 TURNING SPACE SEE BEVELING DETAIL SHEET 1 SEE SHEET 1 NOTE 4 I EXISTING CURB OR WALL i EXISTING TYPE C PLAN �� AS NECESSARY SEE BEVELING I I \ DETAIL SHEET 1 I CROSSWALK CURB OR WALL SEE BEVELING DETAIL SHEET 1 AS NECESSARY GUTTER LINE Lo \ 1�G\ TURNING SPACE fs F SEE SHEET 1 lj�c i NOTE 9 o �y LEGEND ` CROSSWALK CROSSWALK E\ o 0 0 0 o DETECTABLE WARNING PANEL (D WP) Ate ® BROOMED CURB RAMP WHEN 5% TO 8.3% GUTTER LINE �o°eoep °tee ISOMETRIC VIEW RAMP FLARE DETECTABLE WARNING PANEL W W WWW GRASS OR NON WALKING SURFACE P-0" FOR FOOT REST SWING M SEE PLACEMENT DETAIL L SEE SHEET 1 NOTE 4 AND SHEET 1 NOTE 3 o ® CURB TRANSITION -7iu 4'-0" TURNING SPACE JOINT SEALANT ISOMETRIC VIEW OBSTACLE SEE SHEET 1 NOTE 4 !12" (MAX. ) PREFORMED CURB FACE SLOPE 1 VERT. : 2 HORZ. SEE SHEET 1 EXPANSION JOINT FILLER NOTE 4 CURB DETAIL SEE SHEET 1 DETECTABLE WARNING PANEL 1.5% 4% SHOULDER SLOPE R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER 1'-0" FOR FOOT RESTR1 FEB 13 ALL OF PLAN REWORKED IPROWAGJ :°°• ° °. °;o :, J s N SWING SEE SHEET 1 NOTE 4 SEE SHEET 1 PLACEMENT ; , '• A,° ° ' A A e. m ; ..: o . °• ;'> } DETAIL AND NOTE 3 ;' a ,. <;°: ;; ? `•' ' ° REV. NO. DATE DESCRIPTION OF REVISION lz NEBRASKA DEPARTMENT OF ROADS g 0 4'-0" TURNING SPACE JOINT SEALANT 2'-p" 4 -OBSTACLE SEE SHEET 1 NOTE 4 8" DEPTH (TYP.) STANDARD PLAN N0. 303—R2 (MAX.) PREFORMED SEE SHEET EXPANSION JOINT FILLER SLOPE LEGEND CURB RAMPS cl � NOTE 4 1 TYPE D CROSS SECTION SECTION /A -/A ACCEPTED BY FHWA FOR LI E ON THE NATIONAL IGHWAY SYST I rl11�16i� 0 SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 2.0% MAX. SLOPE RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE CURB DETAIL SEE SHEET 1 c g DATE 3 m NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. o TYPE C CROSS SECTION AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST -6035 �'� r, • ORIGINAL: 41 N 1.5% . �r°rF ° 4% SHOULDER SLOPE SECTION A -A OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS) �pz�Q MARCH 22, 2010 of wee .e ° ,•e . °a '•n .°.°.° s '•° �' A° •a °.°a a°m. s•°a° a a°.a°m s'°a °° °°° SECTION /A -/A ACCEPTED BY FHWA FOR LI E ON THE NATIONAL IGHWAY SYST I rl11�16i� 0 SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 2.0% MAX. SLOPE RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE SECTION /A -/A ACCEPTED BY FHWA FOR LI E ON THE NATIONAL IGHWAY SYST I rl11�16i� 0 2 -0 /_u 8" DEPTH (TYP.) THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT a t yyti gym OCT 2014 ��, EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL c g DATE 3 m NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. o TYPE C CROSS SECTION AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST -6035 �'� r, • ORIGINAL: 4 N CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT . �r°rF ° SECTION A -A OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS) �pz�Q MARCH 22, 2010 of wee DATE c m -a N O 0 0 M 0 M A W = WIDTH OF SIDEWALK (5'-0" TYP. ) RI = RAMP WIDTH (4'-0" MIN.) I I SEE BEVELING DETAIL SHEET 1 R2 = RAMP WIDTH (5'-0" MIN.) WITH I I VERTICAL OBSTACLE Z I I FOOT REST SWING A TURNING SPACE EXISTING N W = WIDTH OF SIDEWALK (5'-0" TYP.) SEE SHEET 1 NOTE 4 SEE SHEET 1 NOTE 4 o R = RAMP WIDTH (4'-0" MIN°) SEE BEVELING Z R2 = RAMP WIDTH (5'-0" MIN.) WITH DETAIL SHEET 1 SEE BEVELING DETAIL SHEET 1 VERTICAL OBSTACLE CURB OR WALL 6'-0" 4'-0" 4'-4" W y AS NECESSARY 0 a � a R1 CURB N z GUTTER LINE `" MUM MI W 0O°°0000°°°°°°° WHERE W IS 9 FT. OR LESS, 0000000000 000 0000000 PPP 000 00:0..0000.0000000: :0.0000.0000 000 R = W (MIN. WIDTH = 4 FT.) V 0 0 0 0 0 0 0 P P P °°° I WHERE W IS GREATER THAN 9 FT., �y � CURB 0 00 0°° 0 0°°° 900000 CONCRETE CURB0 0 0 0 0 0 0 0 0 0 O 0 O0 0000000000 000R = 4 FT., EXCEPT BIKE y0000000000 FLARE P PPPP 0000000000 PATH/TRAIL° SEE NOTE 5 (SHEET 1) �/ 00000000°PI 0°00000000 00 00 \WI/ 0000000 00 0000 ------ W � I � � I I I TYPE E PLAN I CROSSWALK I I I I i A I I SEE BEVEL ING TYPE F PLAN DETAIL SHEET 1 I A CURB OR WALL I I AS NECESSARY EXISTING TURNING SPACE CROSSWALK I _ SEE SHEET 1 NOTE 4 I SEE BEVELING DETAIL SHEET 1 y y EXISTING C L V) N W LEGEND CROSSWALK + DETECTABLE WARNING PANEL (DWP) OL 0000°°° CURB �c �' ISOMETRIC VIEW ® BROOMED CURB RAMP WHEN 5% TO 8.3% .0P o P �/ SEE BEVELING DETAIL SHEET 1 ° °P ° RA M .0.0 y v W W W W W 1'-0" FOR FOOT REST GRASS OR NON WALKING SURFACE 3 CROSSWALK o SWING SEE SHEET 1 NOTE 4 ® CURB TRA NSI TION / 4'-0" TURNING SPAC 6'-0" TYP. (5" RISE) L SEE SHEET 1 15'-0" MAXIMUM DETECTABLE WARNING PANEL N SEE SHEET 1 PLACEMENT CURB FACE SLOPE 1 VERT. 2 HORZ. ISOMETRIC VIEW GUTTER LINE NOTE 4 GROOMED SURFACE DETAIL AND NOTE 3 JOINT SEALANT %" (MAX.) PREFORMED EXPANSION JOINT FILLER DETECTABLE WARNING PANEL _ CURB DETAIL SEE SHEET 1 R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER SEE SHEET 1 PLACEMENT 1.5, � 8.3% MAX SLOPE R1 FEB 13 ALL OF PLAN REWORKED IPROWAGJ N DETAIL AND NOTE 3 A °' A ° e w ° 4% SHOULDER SLOPE ' REV, NO. DATE DESCRIPTION OF REVISION ••a �. ° °•.n •e• dt W. ° . ,°. : e ' •• . s b . , ° Awe. , s s ' A a 4'-0" TURNING SPACE 61-0" TYP. (5" RISE) JOINT SEALANT NEBRASKA DEPARTMENT OF ROADS N SEE SHEET 1 15'-0" MAXIMUM (MA X°) PREFORMED NOTE 9 „ „ STANDARD PLAN N0. 303-R2 } GROOMED SURFACE EXPANSION JOINT FILLER 2 -0 1 -0 0 8" DEPTH TYP. (� 1.50° 8.3� CURB DETAIL SEE SHEET 1 CURB RAMPS C"ie . w ° . ° MAX SLOPE y.5° 4% SHOULDER SLOPE SLOPE LEGEND O w. .o. ° ' is•' ag.°.•o a•. 1 'o> b•e e. •,°.. e a'. ''° a.'.e >•r ^." >•f g °••J. ''° '°O •J. � 'O °O W � Via.:°: ,e.>a '° °o•.e'> .`A: ee: a, aoo •e �A 0 M 0 2,_D„ 8" DEPTH TYP. TYPE F CROSS SECTION SECTION A—A ACCEPTED BY FHWA FOR SE ON THE NATIONAL IGHWAY SYSMa p 1 IT oo TYP SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT 2.0% MAX. SLOPE tipN l F hh y�i OCT 2014 RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE TYPE F CROSS SECTION SECTION A—A ACCEPTED BY FHWA FOR SE ON THE NATIONAL IGHWAY SYSMa p 1 IT oo TYP SS SECTION THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT tipN l F hh y�i OCT 2014 EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL �, m DATE q SECTION A - A NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. o AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST E-5 \� * ORIGINAL. 4 N CONNECTT REQUIRE A STATEMENT��qrF pS�� MARCH 22. 2010 OFTECHNICAL INFEASIBILITY. (REF PROWAG CHAPTERSR30TECHNICAL REQUIREMENTS) OF��e DATE LIFT BAR BAR D LIFT BAR LIFT BAR BAR D BAR C ADDITIONAL LIFT BAR FOR REINFORCING BAR BENDING OPENINGS OVER 8'-0" 1- rt r BAR C DIAGRAM FOR CURB INLET 1- --- -rt r - -t I IQrrl7 -1 11 II I �- BAR B LIFT BAR I I_ I �� I I I I BAR G I II--f BAR G �o-- `� BAR G II I--------+-�--� I-� -1- + BARE 1 L I I �- 1-L L_L_L L_� -�7T-IT-i-�z F7 -F7 T -IT -I7 -T -T -T -T-7„ 7„ t-I-t-I-_--1---1---I--t-f aBARE BAR G BAR A BARE i BAR G 1 BARE BAR G BAR A BAR E BAR F o PLAN BAR F 1 1,-01' 1 PLAN 0 INLET COVER Z` ' INLET COVER 8„ 41-0„ 811 811 41_01 811 - - - BAR H SL OPE VARIES BACK COVER 2� -0 (ADJUST IN BACK COVER LOCATION OF BACK WALL WHEN FIELD) - LONGITUDINAL PIPES ARE NOT USED ------------ - B 5" 2'-0" 1'-6" 7„ ANCHOR BAR -1 ANCHOR BAR -11 II I LONGITUDINAL PIPES I j m LONGITUDINAL PIPES I m ANCHOR BAR BACK COVER -� _ - T E M P L A T E Xj': ... D -_-_ „-_-_-_ _-_ _-__ --- _ _-_-_-_-_ _-_- _�_-_ _ - - - -'-----10�-loll 2-10 8 e *r NON e e .._ _1 I ANCHOR BAR I I ANCHOR BAR SHRINK 1811 1'-0 - - - - - RA VERS ---_ _--__ n• - - 8" 10" Ln GROUT G D e 1 " :., S E LOCATION OF BACK WALL I I ;�, LOCATION OF BACK WALL I _ �, I '� q11 PIPE WHEN LONGITUDINAL 10 ----+--- I 10 ' WHEN LONGITUDINAL _ _+_ _ - ANCHOR BAR �� P I :.; - ` PAF �p�� I I I PIPES ARE NOT USED I PIPES ARE NOT USED 10 I co O� GZ� �QF 12 -BAR H BACK OF CURB �-----I-- o ---- ----- 0� Q I I -I -I =.�. ----- ---- Q) BACK OF CURB Co - - - �- -{_ i 11-1-�J----- `� 00 I I I 11 I I I I I I I I I II I I I I 811 A O 11 i i i N .FLOW i i i i i N -FLOW GUTTER LINE I I I� GUTTER LINE TRANSVERSE PIPEI I I TRANSVERSE PIPE TYPICAL SECTION OF INLETS I GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MA TCHES THE FINISHED SHOULDER SLOPE M PLAN PLAN OF THE ROADWAY CROSS-SECTIONS. WARP GUTTER TO FIT TEMPLATE Y = 4'-0" WARP GUTTER TO FIT TEMPLATE WARP GUTTER TO FIT TEMPLATE Y = 6'-0" TO 18'-0" WARP GUTTER TO FIT TEMPLATE NOTES: N w THROA T OPENING & 5'-0" 1'-6" 1 -6 5 -0„ 0 L 5" 2'-0" 5" a) + TOP OF CURB LIMIT OF GUTTER DEPRESSION CL I I 1 U ----- ---- '` ' GUTTER LINE I I 30" MAX. N -1-- ---------- ---- co ------------- - - i ro 0 16 (T YP.) :;:.:: I I I ' 18"1 4'-011 8l, o FRONT ELEVATION 0 M_ O N I F U 0 1 00 N ai v 0 5'-0" 11-6" THROAT OPENING REINFORCING BAR SCHEDULE FOR CURB INLETS THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF DATA BAR SIZE SHAPE Y = NO. 4'-0" LENGTH Y = NO. 6'-0" LENGTH Y = NO. 8'-0" LENGTH Y = NO. 10'-0" LENGTH Y NO. = 12'-0" LENGTH Y = NO. 14'-0" LENGTH Y = NO. 16'-0" LENGTH Y NO. 18'-0" LENGTH A 8 STIR. 3 11 6I_ 9 3 11 811-9 3 1 10 -911 3 1 12 -911 3 14-'9"11 3 1 1 16 -91 3 181-911 3 201-911�� B 6 STIR. -- - 2 4 -10 2 61-1011 2 81-1016 2 10 -10 2 12'-10 �� 2 14 -10 11 2 16 -10 C 6 STIR. 3 1 21-01 1 1 21-01 1 1 21�-011� 1 1 2,-01 1 1 21-01 1 1 2I1-01�1 1 1 21-01 1 1 11 21-0 D 6 STIR. 1 51-111 1 51-111 1 5 -1 1 51-111 1 51-111 1 5 -1 1 51-111 1 5 -111 E 5 BENT 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" F 5 BENT -- 2'-7" 3 2'-7" 6 2'-7" 8 2'-7" 11 2'-7' 13 2'-7" 16 2'-7" 18 2'-7" G 5 BENT 5 1'-7" 4 1'-7" 4 1'-7" 4 1'-7" 4 1'-7" 4 1'-7" 4 1'-7" 4- _ 1'-7" H 4 BENT -- -- 10 W=4'-0" 10 W=4'-0" 10 W+4'-0" 10 W+4'-0" 10 W+4'-0" 10 W+4'-0" 10 W+4'-0" 1 4 STIR. -- -- -- -- -- -- -- -- -- -- 2 2'-2" 2 2'-2" 2 2'-2" K 4 STR.-- r TE - -- - -- - -- - -- - 4 11-911 4 11-911 APR 14 11-911 LIFT 297 BENT AR. 11 2-6 VAR. 1� 2-6 VAR. 11 2-6 VAR. 11 2-6 VAR. 11 2-6 VAR. 2-6" VAR. 2-6 VAR. 2-611 M 4 STIR.VAR. 151 ' 11 -1 5'- VAR. ' 11 -1 5'- VAR. ' 11 -1 5'- VAR. '-11 5'- 1' VAR. ' 11 -1 5'- VAR. 5'- 1 '-1 VAR. ' 11 -1 5'- VAR. '-1 11 5'- 1 N 4 1 STIR. 1 8 1 B-3 1 8 1 B-3 1 8 1 B-3 1 8 1 B-3 8 B-3 1 8 B-3 1 8 B-3 8B-3 0.576 - - - BAR H SL OPE VARIES BACK COVER 2� -0 (ADJUST IN BACK COVER LOCATION OF BACK WALL WHEN FIELD) - LONGITUDINAL PIPES ARE NOT USED ------------ - B 5" 2'-0" 1'-6" 7„ ANCHOR BAR -1 ANCHOR BAR -11 II I LONGITUDINAL PIPES I j m LONGITUDINAL PIPES I m ANCHOR BAR BACK COVER -� _ - T E M P L A T E Xj': ... D -_-_ „-_-_-_ _-_ _-__ --- _ _-_-_-_-_ _-_- _�_-_ _ - - - -'-----10�-loll 2-10 8 e *r NON e e .._ _1 I ANCHOR BAR I I ANCHOR BAR SHRINK 1811 1'-0 - - - - - RA VERS ---_ _--__ n• - - 8" 10" Ln GROUT G D e 1 " :., S E LOCATION OF BACK WALL I I ;�, LOCATION OF BACK WALL I _ �, I '� q11 PIPE WHEN LONGITUDINAL 10 ----+--- I 10 ' WHEN LONGITUDINAL _ _+_ _ - ANCHOR BAR �� P I :.; - ` PAF �p�� I I I PIPES ARE NOT USED I PIPES ARE NOT USED 10 I co O� GZ� �QF 12 -BAR H BACK OF CURB �-----I-- o ---- ----- 0� Q I I -I -I =.�. ----- ---- Q) BACK OF CURB Co - - - �- -{_ i 11-1-�J----- `� 00 I I I 11 I I I I I I I I I II I I I I 811 A O 11 i i i N .FLOW i i i i i N -FLOW GUTTER LINE I I I� GUTTER LINE TRANSVERSE PIPEI I I TRANSVERSE PIPE TYPICAL SECTION OF INLETS I GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MA TCHES THE FINISHED SHOULDER SLOPE M PLAN PLAN OF THE ROADWAY CROSS-SECTIONS. WARP GUTTER TO FIT TEMPLATE Y = 4'-0" WARP GUTTER TO FIT TEMPLATE WARP GUTTER TO FIT TEMPLATE Y = 6'-0" TO 18'-0" WARP GUTTER TO FIT TEMPLATE NOTES: N w THROA T OPENING & 5'-0" 1'-6" 1 -6 5 -0„ 0 L 5" 2'-0" 5" a) + TOP OF CURB LIMIT OF GUTTER DEPRESSION CL I I 1 U ----- ---- '` ' GUTTER LINE I I 30" MAX. N -1-- ---------- ---- co ------------- - - i ro 0 16 (T YP.) :;:.:: I I I ' 18"1 4'-011 8l, o FRONT ELEVATION 0 M_ O N I F U 0 1 00 N ai v 0 CURB INLETS R8 ULIL 11 FACE ARMOR DETAIL 8" THICK CONCRETE WALL R7 JAN 07 NO DUMPING, DRAINS TO STREAM "X" SHALL NOT EXCEED 7'-611 • LOCATED AT MID -POINT REV. NO. DATE DESCRIPTION OF REVISION 5'-0" 11-6" THROAT OPENING 11_6" 5'-0" THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF DATA FOR CURB INLETS ANY REINFORCING BAR, SHALL BE 1%11. DIA. DIMENSIONS 511 21_011 5„ QUANTITIES TOP OF CURB N0. OF M BARS LIMIT OF GUTTER DEPRESSION 1 X O (MIN,) 2 AO THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF C D CONCRETE, CU. YDS. 03 REINFORCING STEEL, LBS. CONCRETE CU. YDS. REINF. STEEL LBS. 4 Y=4' Y=6' Y=8' / Y=10' Y=12' Y=14' Y=16' Y=18' Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=18' - 31-1111 21-811 21-8112-0 CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. `nl 2.43 2.79 3.15 3.51 4.06 4.46 4.85 o.' .:. 175 202 231 259 289 : ''�; THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST. e .... 0.383 ; ..•e:. :._ 1211 11 21-1111 41-0 11 � 11-7" 11-816 111-011 2.14 2.51 - - - - - 3.21 3.56 3.95 4.30 4.65 133 GUTTER LINE THE CAST IRON COVERS, FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. 245 274 310 340 364 3 0.459 6.7 1511 31-211 41-311 11 -1111 11 -11 11 I �- J 2.71 3.07; 3.43 X " CAST IRON STEPS SHALL BE INSTALLED IN CURB INLETS AND JUNCTION BOXES WHEN THE "X"6 4.21 30" MAX. M" I I I _ - 250 277 DIMENSION IS 9'-6" OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS 342 370 3 0.473 6.7 18" 3'-5" 4'-7" SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE. - 1'-6" 2.60 -It- ------- ---- 4.03 4.44 4.80 5.16 16" ITYP.I 200 228 257 284 318 349 376 4 THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. 6.7 11 2111 - •... ---t--- i :.: -- 1 11 11-911 5 - BAR H 3.53 3.90 4.26 4.68 5.04 5.40 I I 203 231 260 CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR 322 --� 379 4 0.504 6.7 REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS "STANDARD 3 -11 --- 2 -9 2 -8 T = 9" EXCEPT FOR THE FOLLOWING: SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.11 3.41 3.76s 4.12 4.49 811 4'-0' 5.83 8" 210 T = 6" FOR 6'-0" TO 18'-0" OPENINGS 294 324 352 379 5 WHEN X = 2'-11" THRU 3'-1" THE INLET COVER SHALL BE IMPRINTED "NO DUMPING" SEE SHEET 2 OF 2. r TE , 11 1 11 3-1 21-1111 T = V-6" FOR 14'-0" TO 18'-0" OPENINGS 3.66 4.01 FRONT ELEVATION 4.74 WHEN X = 3'-11" THRU 7'-5" 6.08 R9 APR 14 PUT Y1-2" BACK IN JUNCTION BOX 270 297 327 354 382 5 0.532 6.7 30 11 CURB INLETS R8 ULIL 11 FACE ARMOR DETAIL 8" THICK CONCRETE WALL R7 JAN 07 NO DUMPING, DRAINS TO STREAM "X" SHALL NOT EXCEED 7'-611 • LOCATED AT MID -POINT REV. NO. DATE DESCRIPTION OF REVISION (Y/21 OF INLET OPENING. NEBRASKA DEPARTMENT OF ROADS �2 "A" SHALL NOT EXCEED 10'-0". STANDARD PLAN N0. 443-R9 :e• (13 NO DEDUCTIONS WILL BE MADE " = I cET S c FOR PIPE OPENINGS. CURB INLETS m p 40 NOT APPLICABLE WHERE HND JUNCTION B O X Y= 4'-0". DIAMETER OF 2 -BAR K 2 -BAR J PIPE AND MINIMUM "X" IN THIS INLET DATA TABLE ARE ACCEPTED BY FHWA FOR USE ON E BASED ON THE LONGITUDINAL 8" 1'-0" 8" NATIONA HIGHWAY SYST PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE t SECTION PIPE (MINIMUM "D" = TRANSVERSE yyo Fyc b PIPE DIAMETER PLUS 911 ). FOR 14'-0", 16'-0" & ` AME J. �� DATE 1 18'-0" INLET OPENINGS TT MID -POINT E-6035y�� ORIGINAL- 2 '9rF �,WRas� FEBRUARY 22, 1974 COVER SUPPORT of NEe DATE DATA FOR CURB INLETS DIA. DIMENSIONS QUANTITIES N0. OF M BARS ADDITIONAL QUANTITIES PER ONE FOOT INCREASE OF DIMENSION "X" LONGIT. PIPE 1 X O (MIN,) 2 AO B C D CONCRETE, CU. YDS. 03 REINFORCING STEEL, LBS. CONCRETE CU. YDS. REINF. STEEL LBS. 4 Y=4' Y=6' Y=8' / Y=10' Y=12' Y=14' Y=16' Y=18' Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=18' - 31-1111 21-811 21-8112-0 1 11 2.08 2.43 2.79 3.15 3.51 4.06 4.46 4.85 113 175 202 231 259 289 316 344 NONE 0.383 6.7 1211 11 21-1111 41-0 11 � 11-7" 11-816 111-011 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 1511 31-211 41-311 11 -1111 11 -11 11 1 -311 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" 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 11 2111 I 11 31 -811 41-11" 1 11 21-61t 1 11 21-5�1 1 11 11-911 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 1 2 -9 2 -8 2 -0 3.06 3.41 3.76s 4.12 4.49 5.04 5.43 5.83 148 210 238 267 294 324 352 379 5 0.518 6.7 II 27 41-2115-6 , 11 1 11 3-1 21-1111 1 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 11 41-511 51-911 3-411 31-2 11 2'-6 11 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 3611 41 -1111 6'-411 311 -1111 31-811 3' -011 4.06 4.41 4.77 5.13 5.49 6.04 6.44 6.83 158 226 254 283 310 340 368 395 6 0.576 6.7 11 42 51-511 11 61 11 41-611 41-211 3111 3�-614 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 4811 51� 11 11 71-6115-111 41-811 4-05.18 5.53 5.89 6.25 6.61 7.16 7.56 7.95 171 246 274 303 330 360 387 415 8 0.634 6.7 5411 61-511 81-111 511 -811 51-211 4'-6" 5.78 6.13 6.4916.851 7.21 17.761 8.16 8.56 174 253 280 309 337 367 394 421 8 0.663 6.7 II 60 1 II 6� 1111 I II 81-811 891-8-311 1 11 6 -311 I II 51-811 561-8-2111 1 11 551-0-61117.07 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 6611 71-511 61 -10 1-011 5 -6 7.07 7.42 1 7.78<1 8.14 18.50 19.05 1 9.45 9.85 187 272 300 1 329 1 356 1 386 414 441 10 0.720 6.7 (Y/21 OF INLET OPENING. NEBRASKA DEPARTMENT OF ROADS �2 "A" SHALL NOT EXCEED 10'-0". STANDARD PLAN N0. 443-R9 :e• (13 NO DEDUCTIONS WILL BE MADE " = I cET S c FOR PIPE OPENINGS. CURB INLETS m p 40 NOT APPLICABLE WHERE HND JUNCTION B O X Y= 4'-0". DIAMETER OF 2 -BAR K 2 -BAR J PIPE AND MINIMUM "X" IN THIS INLET DATA TABLE ARE ACCEPTED BY FHWA FOR USE ON E BASED ON THE LONGITUDINAL 8" 1'-0" 8" NATIONA HIGHWAY SYST PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE t SECTION PIPE (MINIMUM "D" = TRANSVERSE yyo Fyc b PIPE DIAMETER PLUS 911 ). FOR 14'-0", 16'-0" & ` AME J. �� DATE 1 18'-0" INLET OPENINGS TT MID -POINT E-6035y�� ORIGINAL- 2 '9rF �,WRas� FEBRUARY 22, 1974 COVER SUPPORT of NEe DATE Z 0 V. N 0 Z N W 0 r Q 3 0 a 0 M 1_ CDz N W 0 Ir - ca I- CL a 0 U N OD L 0 a L N `y m 0 ao o_ M V Q ai o U-0 31, \ 0 / NO DUMPING, DRAINS TO STREAM i \ ::1j, NOTE. TEXT IS TO BE IMPRINTED INTO INLET COVER CONCRETE, A T A DEPTH OF %". NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS ** DIMENSION "X" SHALL NOT EXCEED 5'-6" NO. 4 BARS AT 8" C MAX. SPACING C NO. 4 BARS A T 811 MAX. SPACING rt I \4 I I I II t , PLAN 9" Y-2" OR Y1-2" 9" 411 MAX. _ • 2-011 �v e n 30" MAX. D d W •A 4• 16" (TYP. ) 18,11 Y OR Y1 8,1 SECTION C—C JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) 60" 39" 6 SECTION 1 Lin �►S►Zo� -'-'►-'='='= — r 21” PAVING CROSS 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" �IEaIE CONCRETE CU. YDS. REINFORC. STEEL LBS. 2'-0" X 2'-0" 0.94 15 0.26 2'-0" X 2'-6" 1.06 18 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 41-061,1.76 34 0.41 NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS ** DIMENSION "X" SHALL NOT EXCEED 5'-6" NO. 4 BARS AT 8" C MAX. SPACING C NO. 4 BARS A T 811 MAX. SPACING rt I \4 I I I II t , PLAN 9" Y-2" OR Y1-2" 9" 411 MAX. _ • 2-011 �v e n 30" MAX. D d W •A 4• 16" (TYP. ) 18,11 Y OR Y1 8,1 SECTION C—C JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) 60" 39" 6 SECTION 1 Lin �►S►Zo� -'-'►-'='='= — r 21” E BAR N AT 8%" CTRS._ r 5'-411 PLAN BACK COVER THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICA TIONS. PICK HOLE (OPTIONAL ) _1_11'HATCHED1SURFACE\j_ 3„2 -0 3 TOTAL WEIGHT = 125 LBS. CAST IRON COVER AND FRAME \, 61, N o o P. T. N + + + t + t t 0" 6" 12" 18" 24" 30" 36" 60" PAVING CROSS I I I I I i l l 0.02 0.03 0.04 0.05 0.06 Q o LIFT BARS t� 12'-0" 215 14'-0" II I I I I I I 16'-0" cr_ H II 101/q" 10'/e" Q I I I I I I I I 9'/s" 7-1-7-7-1, rte E BAR N AT 8%" CTRS._ r 5'-411 PLAN BACK COVER THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICA TIONS. PICK HOLE (OPTIONAL ) _1_11'HATCHED1SURFACE\j_ 3„2 -0 3 TOTAL WEIGHT = 125 LBS. CAST IRON COVER AND FRAME \, 61, N o o P. T. N + + + t + t t 0" 6" 12" 18" 24" 30" 36" 60" GUTTER DEPRESSION TEMPLATE 6" 62% LIFT BAR GROUT COVER NO. 4 ANCHOR BAR - g (ANCHOR BAR SHALL BE PLACED IN %" MAX. DRILLED HOLE AND SET WITH EPDXY COMPOUND) SECTION A—A A A PLAN ANCHOR BAR SECTION B—B 1011 5" B B ..q O 10/1/1 { PLAN FRONT ELEVATION STEPS TO BE PLACED AT 16" CENTERS CAST IRON STEPS Y4 It CHAMFER DETAIL GRIND UPPER CORNER OPTIONAL (SEE CHAMFER DETAIL) Iffill 1%" (TYP.) RADIUS ALTERNATE OR CHAMFER STRUCTURAL STEEL FOR FACE ARMOR PAVING CROSS 0.01 0.02 0.03 0.04 0.05 0.06 157 SLOPE (FT/FT) 186 12'-0" 215 14'-0" 243 16'-0" 272 H 10 /e" 101/q" 10'/e" 9 7/a ' 9%" 9'/s" GUTTER DEPRESSION TEMPLATE 6" 62% LIFT BAR GROUT COVER NO. 4 ANCHOR BAR - g (ANCHOR BAR SHALL BE PLACED IN %" MAX. DRILLED HOLE AND SET WITH EPDXY COMPOUND) SECTION A—A A A PLAN ANCHOR BAR SECTION B—B 1011 5" B B ..q O 10/1/1 { PLAN FRONT ELEVATION STEPS TO BE PLACED AT 16" CENTERS CAST IRON STEPS Y4 It CHAMFER DETAIL GRIND UPPER CORNER OPTIONAL (SEE CHAMFER DETAIL) Iffill 1%" (TYP.) RADIUS ALTERNATE OR CHAMFER STRUCTURAL STEEL FOR FACE ARMOR THROAT OPENING WEIGHT (LBS.) 41-011 100 61-011 129 81-011 157 108-011 186 12'-0" 215 14'-0" 243 16'-0" 272 C6X13 - FULL LENGTH OF INLET COVER 1'-o" R=311 � NO. 4 DEFORMED ANCHOR BAR A T 9" CENTER NOTE: FACE ARMOR THE COMPLETED FACE ARMOR/ANCHOR BAR ASSEMBLY SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A 153. R9 APR 14 PUT Y1-2" BACK IN JUNCTION BOX R8 JUL 11 FACE ARMOR DETAIL R7 JAN 07 NO DUMPING, DRAINS TO STREAM REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 443-R9 CURB INLETS AND JUNCTION BOX ACCEPTED BY FHWA FOR USE H NATIONAL HIGHWAY SYST . e ol�rC lD JAM S J. m DA E 2 OTT me E-6035 \!b 2 ORIGINAL: ��Alf OF �e�`Qz�P FEBRUARY 22, 1974 DATE tn L0 Z ca V) LU 0 w 0 Q. >_ 0 0 0 M 0 L Q) U) M . �ti e4'. 4 tk2�5t£.. .iitlslID Y a.'Ur61liYIIttt5f� C e1., }44. Sut,' lWLd iflieU,:, �d .fu}v1.Sv...s* U}% \w9t :G�*X S43 41.4Y.,`. ,c, „ i t ... e. d.�. 6 i ! i._.l c 1 DEVICES .b THE FUNCTION OF CHANNELIZATION DEVICES IS TO WARN ROAD USERS OF CONDITIONS CREATED BY WORK ACTIVITIES IN OR NEAR THE TRAVELED WAY, TO PROTECT WORKERS IN THE TEMPORARY TRAFFIC CONTROL ZONE, AND TO GUIDE DRIVERS AND PEDESTRIANS SAFELY. CHANNELIZING DEVICES INCLUDE BUT ARE NOT LIMITED TO CONES, TUBULAR POSTS, VERTICAL PANELS, DRUMS, BARRICADES, TRAFFIC LANE DIVIDERS, 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 SHALL MEET THE CRASHWORTHY PERFORMANCE CRITERIA CONTAINED IN THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 OR MANUAL FOR ASSESSING SAFETY HARDWARE (MASH). THEY SHOULD BE CONSTRUCTED AND BALLASTED TO PERFORM IN A PREDICTABLE MANNER WHEN INADVERTENTLY STRUCK BY A VEHICLE. IF STRUCK, THE DEVICE SHOULD YIELD OR BREAK AWAY, 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 EQUAL TO THE SPEED WHEN USED FOR THE TAPER CHANNELIZATION, AND A DISTANCE IN FEET OF TWICE THE SPEED WHEN USED FOR TANGENT CHANNELIZATION. SPACING OF f"'WAVVELIZATION SPEED SPACING OF DEVICES (MPH) WIDTH O RAIL (FEET) 8 INCHES MIN. - S TAPER 12 INCHES MAX. TANGENT 25 25 WIDTH OF STRIPES 50 35 35 36 INCHES 70 45 45 TYPE IV 90 55 55 REFLECTORIZED 110 60 60 120 65 65 130 75 75 1 150 WARNING LIGHTS MAY BE ADDED TO CHANNELIZING DEVICES IN AREAS WITH FREQUENT FOG, SNOW, OR SEVERE ROADWAY CURVATURE, OR WHERE VISUAL DISTRACTIONS ARE PRESENT, EXCEPT FOR THE SEQUENTIAL FLASHING WARNING LIGHTS, WARNING LIGHTS PLACED ON CHANNELIZING DEVICES USED IN A SERIES TO CHANNELIZE ROAD USERS SHALL BE STEADY -BURN. THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, SEALED OUTER SURFACE, MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION D4956, FOR TYPE IV SHEETING OR TYPE V REBOUNDABLE SHEETING (OR GREATER). COEFFICIENTOFT CTI (CD/LUX/M2) WHITE ORANGE RED YELLOW 254 100 45 170 THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) "QUALITY GUIDELINES FOR WORK ZONE TRAFFIC CONTROL DEVICES" SHALL BE USED AS A VISUAL GUIDE FOR DETERMINING IF A TRAFFIC CONTROL DEVICE/OR SIGN IS ACCEPTABLE, MARGINAL OR UNACCEPTABLE. THE NAME AND TELEPHONE NUMBER OF THE AGENCY, CONTRACTOR, OR SUPPLIER MAY BE SHOWN ON THE CHANNELIZING DEVICE BACK OR SUPPORT, BUT NOT ON THE DEVICE FACE. THE LETTERS AND NUMBERS SHALL BE A NON -REFLECTIVE COLOR AND NOT OVER 15 SQUARE INCHES IN TOTAL AREA. PARTICULAR ATTENTION SHOULD BE GIVEN TO MAINTAINING THE CHANNELIZING DEVICES TO KEEP THEM CLEAN, VISIBLE, AND PROPERLY POSITIONED. DEVICES SHALL BE REPLACED THAT ARE DAMAGED AND/OR HAVE LOST A SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND EFFECTIVENESS. REFLECTORIZED 18" MIN. RETROREFLECTIVE WHI' RETROREFLECTIVE WHITE ', �1 �►� �i1►1 RETROREFLECTIVE FLUORESCENT ORANGE OPTIONAL RETROREFLECTIVE FLUORESCENT ORANGE REFLECTORIZED PLASTIC DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHTWEIGHT, FLEXIBLE, AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 36 INCHES IN HEIGHT AND HAVE A MINIMUM WIDTH OF AT LEAST A 18 INCHES, REGARDLESS OF ORIENTATION. THE PREDOMINANT COLOR OF THE DRUM SHALL BE ORANGE. METAL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, SHALL BE CIRCUMFERENTIAL, AND SHALL DISPLAY FOUR 6 INCH WIDE BANDS OF RETROREFLECTIVE SHEETING, ALTERNATING FLUORESCENT ORANGE -WHITE -FLUORESCENT ORANGE -WHITE, DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF CONSTRUCTION OR OTHER DEBRIS. APPLICATION DRUMS ARE MOST COMMONLY USED TO CHANNELIZE OR DELINEATE TRAFFIC FLOW BUT MAY ALSO BE USED INDIVIDUALLY OR IN GROUPS TO MARK SPECIFIC LOCATIONS. DRUMS ARE HIGHLY VISIBLE AND HAVE GOOD TARGET VALUE® THEY GIVE THE APPEARANCE OF BEING FORMIDABLE OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF ROAD USERS. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER, OR ANY MATERIAL. BARRICADES BARRICADE TYPE TYPE LI TYPE III WIDTH O RAIL 8 INCHES MIN® - 8 INCHES MIN. - 12 INCHES MAX® 12 INCHES MAX. LENGTH OF RAIL 36 INCHES 8 FEET WIDTH OF STRIPES 6 INCHES 6 INCHES HEIGHT 36 INCHES 5 FEET REFLECTIVE SHEETING TYPE IV TYPE IV NUMBER OF 4 (TWO EACH 6 (THREE EACH REFLECTORIZED DIRECTION) DIRECTION) RAIL FACES *NOMINAL DIMENSIONS ARE PERMISSIBLE WHEN CONSTRUCTED FROM LUMBER. **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 TYPE II BARRICADE TYPICAL MOUNTING OF FLASHING WARNING LIGHTS. 6" LIGHTS SHALL ALWAYS BE TN VFRTT(.'AL Al IGNMFNT. BALLAST SHALL NOT BE PLACED OVER ANY REFLECTIVE DEVICE kLLAST )D A BARRICADE IS A PORTABLE OR FIXED DEVICE HAVING TWO OR THREE RAILS WITH APPROPRIATE MARKINGS. IT IS USED TO CONTROL ROAD USERS 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 AND WHITE RETROREFLECTIVE STRIPES SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION ROAD USERS ARE TO PASS. THE STRIPES SHALL BE 6 INCHES WIDE. THE MINIMUM RAIL LENGTH FOR A TYPE II BARRICADE IS 36 INCHES. WHERE BARRICADES EXTEND ENTIRELY ACROSS A ROADWAY, THE STRIPES SHOULD SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH ROAD USERS MUST TURN. WHERE BOTH RIGHT AND LEFT TURNS ARE PROVIDED, THE STRIPES MAY SLOPEDOWNWARDIN 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 ROAD USER, AND IN A MANNER THAT PROVIDES A STABLE SUPPORT THAT IS NOT EASILY BLOWN OVER OR DISPLACED. 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 OR CHUNKS OF CONCRETE. THE BARRICADE OWNERS NAME, NOT TO EXCEED 15 SQUARE INCHES SHALL BE SHOWN ON THE BARRICADE BACK OR SUPPORT BUT NOT ON ITS FACE. 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 II BARRICADES ARE INTENDED FOR USE IN SITUATIONS WHERE TRAFFIC IS MAINTAINED THROUGH THE TEMPORARY TRAFFIC CONTROL ZONE. THEY MAY BE USED INDIVIDUALLY OR IN GROUPS TO MARK A SPECIFIC CONDITION, OR THEY MAY BE USED IN A SERIES FOR CHANNELIZING TRAFFIC. ON THE INTERSTATE, FREEWAY AND EXPRESSWAY SYSTEM, TYPE II BARRICADES SHALL NOT BE USED FOR CHANNELIZATION. TYPE III BARRICADES USED AT A ROAD CLOSURE MAY EXTEND COMPLETELY ACROSS A ROADWAY 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 WHO SHALL PROVIDE PROPER CLOSURE AT THE END OF EACH WORK DAY. WHEN A HIGHWAY IS LEGALLY CLOSED BUT ACCESS MUST STILL BE ALLOWED FOR LOCAL TRAFFIC, THE TYPE III BARRICADES MAY 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 WORK AHEAD", FOR EXAMPLE CAN EFFECTIVELY BE MOUNTED ABOVE THE BARRICADE THAT CLOSES THE ROADWAY. TYPE III 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. RETROREFLECTIVE WHITE u AN DESIGN CONES SHALL BE PREDOMINANTLY ORANGE, FLOURESCENT RED -ORANGE, OR FLOURESCENT YELLOW/ORANGE, NOT LESS THAN 28 INCHES IN HEIGHT, AND SHALL BE MADE OF 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 NIGHTTIME 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, NO MORE THAN 4 INCHES FROM THE TOP OF THE CONE, AND AN ADDITIONAL 4 INCH WIDE WHITE BAND A MINIMUM OF 2 INCHES BELOW THE 6 INCH BAND. 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 FOR LANE CLOSURE TAPERS OR SHIFTS, CONES SMALLER THAN 42 INCHES SHALL NOT BE USED AT NIGHT ON RURAL HIGHWAYS, UNLESS SHOWN ON THE PLANS OR AS APPROVED OR 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 INADVERTENTLY STRUCK. 42 INCH CONES RETROREFLECTIVE FLUORESCENT ORANGE RETROREFLECTIVE WHITE 30 LB BASE �J 21/4" MAX. HEIGHT DESIGN 42 INCH CONES SHALL INCLUDE A 30 POUND RUBBER BASE AND DISPLAY FOUR 6 INCH WIDE BANDS OF RETROFEFLECTIVE SHEETING, ALTERNATING FLUORESCENT ORANGE-WHITE- FLOURESCENT ORANGE -WHITE. APPLICATION WHEN APPROVED BY THE ENGINEER OR SHOWN IN THE PLANS, 42 INCH REFLECTIVE CONES MAY BE USED IN LIEU OF TYPE II BARRICADES OR REFLECTORIZED DRUMS. 42 INCH CONES SHALL NOT BE USED FOR LANE -CLOSURE TAPERS OR SHIFTS. IF A RECTANGULAR BASE IS USED, THE LONG SIDE OF THE BASE SHOULD BE ORIENTED PARALLEL TO THE DIRECTION OF TRAFFIC. TUBULAR POST AND CURB SYSTEM 36" - 42" RETROREFLECTIVE BANDS 361, o 42 .. . . 1c0 O M CURB UNIT a 2- - 4" DESIGN TUBULAR POSTS USED IN THE SYSTEM SHALL BE 36 INCHES HIGH AND A MINIMUM OF 2 INCHES WIDE WHEN FACING TRAFFIC. THE TUBULAR POST AND CURB SYSTEM SHALL BE MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING IMPACTING VEHICLES. THE COLOR SHALL BE AS SHOWN IN THE PLANS. THE TUBULAR POSTS SHALL BE RETROREFLECTIVE. RETROREFLECTION OF TUBULAR POSTS SHALL BE PROVIDED BY TWO 3 -INCH WIDE RETROREFLECTIVE BANDS PLACED A MAXIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. EACH CURB SECTION SHALL CONTAIN ONE RETROREFLECTIVE MARKER FACING EACH DIRECTION OF TRAFFIC. THE COLOR OF THE RETROREFLECTIVE BANDS AND MARKERS SHALL MATCH THE POST/CURB COLOR. THE CURB SECTIONS SHALL BE CONFIGURED TO ALLOW FOR DRAINAGE FROM THE PAVEMENT SURFACE. APPLICATION TUBULAR POST AND CURB SYSTEMS MAY BE USED TO DIVIDE OPPOSING LANES OF TRAFFIC OR TO DIVIDE TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION. FASTENING THE CURBS TO THE PAVEMENT WITH ANCHOR BOLTS OR OTHER SUITABLE METHODS AS DIRECTED BY THE MANUFACTURER IS REQUIRED TO MINIMIZE THE CHANCE OF BEING MOVED BY TRAFFIC. TUBULAR POST AND CURB SYSTEMS SHALL BE INSTALLED IN THE LOCATIONS SHOWN IN THE PLANS OR DIRECTED BY THE ENGINEER. VERTICALPANELS DESIGN RETROREFLECTIVE MATERIAL ON VERTICAL PANELS SHALL BE 12 INCHES WIDE AND AT LEAST 24 INCHES HIGH. THEY SHALL HAVE ALTERNATING ORANGE AND WHITE STRIPES, WHERE THE HEIGHT OF THE RETROREFLECTIVE MATERIAL ON THE VERTICAL PANEL IS MORE THAN 36 INCHES, A PANEL STRIPE WIDTH OF 6 INCHES SHALL BE USED. WHERE THE HEIGHT OF THE RETROREFLECTIVE MATERIAL ON THE VERTICAL PANEL IS 36 INCHES OR LESS, A PANEL STRIPE WIDTH OF 4 INCHES SHALL 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 RETRQREFLECTORIZED STRIPES SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS. POST MOUNTED VERTICAL PANELS SHALL BE MOUNTED WITH THE BOTTOM A MINIMUM OF 1 FOOT ABOVE THE ROADWAY. VERTICAL PANELS ON A TEMPORARY STAND SHALL BE MOUNTED WITH THE BOTTOM A MAXIMUM OF 1 FOOT ABOVE THE ROADWAY. APPLICATION WHERE SPACE IS LIMITED VERTICAL PANELS MAY BE USED TO CHANNEL TRAFFIC, DIVIDE OPPOSING LANES OF TRAFFIC, DIVIDE TRAFFIC LANES OR REPLACE BARRICADES. WHEN APPROVED BY THE ENGINEER, VERTICAL PANELS MAY BE POST -MOUNTED ALONG THE SIDE OF THE ROADWAY. TUBULAR POSTS z 0o N DESIGN RETROREFLECTIVE WHITE TUBULAR POSTS SHALL BE PREDOMINANTLY ORANGE, NOT LESS THAN 28 INCHES HIGH, BE A MINIMUM OF 2 INCHES WIDE WHEN FACING TRAFFIC, AND MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING IMPACTING VEHICLES. TUBULAR POSTS SHALL BE RETROREFLECTIVE. RETROREFLECTION OF TUBULAR POSTS 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 HIGHER THAN 2 INCHES. APPLICATION TUBULAR POSTS 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 WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION. STEPS SHOULD BE TAKEN TO ASSURE THAT TUBULAR POSTS WILL NOT BE BLOWN OVER OR DISPLACED BY TRAFFIC BY EITHER AFFIXING THEM TO THE PAVEMENT WITH ANCHOR BOLTS OR ADHESIVE, IF A NONCYLINDRICAL DEVICE IS USED, IT SHALL BE ATTACHED TO THE PAVEMENT TO ENSURE THAT THE WIDTH FACING TRAFFIC MEETS THE MINIMUM REQUIREMENTS. TUBULAR POSTS SHOULD NOT BE USED FOR PEDESTRIAN CHANNELIZATION OR A PEDESTRIAN BARRIERS IN TEMPORARY TRAFFIC CONTROL ZONES ON OR ALONG SIDEWALKS. M 0 0 z 0 w n r a n a 0 w Lo z w In w in L m Z) cl. E 0 L) OPPOSING 12 I DESIGN OPPOSING TRAFFIC LANE DIVIDERS SHALL BE A TWO SIDED UPRIGHT RETROREFLECTORIZED ORANGE PANEL, WITH A WIDTH OF 12 INCHES AND A HEIGHT OF 18 INCHES. 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 BE WIDER THAN 12 INCHES OR HIGHER THAN 4 INCHES. THE BASE SHALL BE ATTACHED TO THE EXISTING SURFACE BY EPDXY OR OTHER SUITABLE ADHESIVE, TO ENSURE THAT THE PANEL REMAINS FACING TRAFFIC. APPLICATION OPPOSING TRAFFIC LANE DIVIDERS ARE DELINEATION DEVICES USED AS CENTER LANE DIVIDERS TO SEPARATE OPPOSING TRAFFIC ON A TWO-LANE, TWO-WAY OPERATION. L ul TRAFFIC PROCEED TO ALERT AND ®, 1 1111 I441111121 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 EIGN (BATTERY OPERATED) TYPE "A" LOW INTENSITY FLASHING WARNING LIGHTS ARE MOST COMMONLY MOUNTED ON BARRICADES, 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 "A" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE TYPE III BARRICADE THAT ACCOMPANIES THE ADVANCE WARNING SIGNS. 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 IN A CONSTRUCTION MAINTENANCE AREA, THE DELINEATION SHALL BE ACCOMPLISHED BY USE OF STEADY BURNING LIGHTS. WHEN USED TO SUPPLEMENT CHANNELIZATION, THE MAXIMUM SPACING FOR WARNING LIGHTS SHOULD BE IDENTICAL TO THE CHANNELIZING DEVICE SPACING REQUIREMENTS. WHEN USED TO DELINEATE A CURVE, TYPE "C" WARNING LIGHTS SHOULD ONLY BE USED ON DEVICES ON THE OUTSIDE OF THE CURVE, AND NOT ON THE INSIDE OF THE CURVE. FLASHINGPANEL (DISPLAY) AN ARROW PANEL IS A SIGN WITH A MATRIX OF ELEMENTS, CAPABLE OF EITHER FLASHING OR SEQUENTIAL DISPLAYS. THIS SIGN SHALL PROVIDE ADDITIONAL WARNING AND DIRECTIONAL INFORMATION TO ASSIST IN MERGING AND CONTROLLING ROAD USERS THROUGH OR AROUND A TEMPORARY TRAFFIC CONTROL ZONE. AN ARROW PANEL SHOULD BE USED IN COMBINATION WITH APPROPRIATE SIGNS, CHANNELIZING DEVICES OR OTHER TRAFFIC CONTROL DEVICES. ARROW PANELS SHALL MEET THE SIZE AND SPECIFICATIONS OF THE MUTCD FOR TYPE"C" ARROW DISPLAYS. FLASHING ARROW PANEL SHALL BE RECTANGULAR, OF SOLID APPEARANCE AND FINISHED IN NON -REFLECTIVE BLACK. THE PANEL SHALL BE MOUNTED ON A VEHICLE, TRAILER OR OTHER SUITABLE SUPPORT. MINIMUM MOUNTING HEIGHT MEASURED VERTICALLY FROM THE BOTTOM OF THE PANEL TO THE ROADWAY BELOW IT OR TO THE ELEVATION OF THE NEAR EDGE OF THE ROADWAY. SHALL BE 7 FEET EXCEPT ON VEHICLE -MOUNTED PANELS, WHICH SHOULD BE AS HIGH AS PRACTICAL. 0 0 0 ® 0 O 0 0 ® 0 0 0 0 0 0 i z g ti THE FOLLOWING SELECTIONS SHALL BE PROVIDED ON THE ARROW PANEL OPERATING MODE SLOW TRAFFIC®® `®u `tT L MINIMUM • • FLASHING ARROW SHOULDER TAPER 1/3 L MINIMUM w 100 FEET MAXIMUM • s•i�• 9990100 SEQUENTIAL ARROW'' 0 150 RIGHT SHOWN; LEFT OPPOSITE 180 35 SEQUENTIAL CHEVRON 225 245 RIGHT SHOWN, LEFT OPPOSITE FLASHING DOUBLE ARROW FLAGGER PADDLE 320 45 450 ®®•®®®� OR ® • OR • s 540 L FLASHING OR ALTERNATING THE STOP/SLOW PADDLE SHALL HAVE AN OCTAGONAL SHAPE ON A RIGID HANDLE. STOP/SLOW CAUTION 55 550 PADDLES SHALL BE AT LEAST 18 INCHES WIDE WITH LETTERS AT LEAST 6 INCHES HIGH. IF 660 M 600 THE STOP/SLOW PADDLE IS PLACED ON A RIGID STAFF, THE MINIMUM LENGTH OF THE STAFF, 720 65 650 MEASURED FROM THE BOTTOM OF THE SIGN TO THE END OF THIS STAFF THAT RESTS ON THE 780 75 750 GROUND, SHOULD BE 5 FEET. THE STOP/SLOW PADDLE SHOULD BE THE PRIMARY AND PREFERRED 900 HAND -SIGNALING DEVICE BECAUSE THE STOP/SLOW PADDLE GIVES ROAD USERS MORE POSITIVE GUIDANCE THAN RED FLAGS. USE OF FLAGS SHOULD BE LIMITED TO EMERGENCY SITUATIONS. FLAGGERS A FLAGGER MUST BE DRESSED FOR SAFETY. IN ADDITION TO THE REQUIREMENTS OF THE 0 04 "WORKER VISIBILITY" SECTION LISTED BELOW, FLAGGERS SHALL WEAR. m W 1. AN ORANGE OR YELLOW/GREEN CAP OR HARD HAT. LL N 2. A SHIRT WITH SLEEVES, PANTS AND SHOES (TANK TOPS, SHORTS OR SANDALS SHALL NOT BE WORN). 4- n FLAGGERS SHALL BE INSTRUCTED IN THE PROPER LOCATION, DUTIES AND PROCEDURES FOR FLAGGING AS OUTLINED IN THE CURRENT MUTCD AND THE DEPARTMENT OF ROADS FLAGGERS HANDBOOK. AS REQUIRED BY THE DEPARTMENT OF ROADS, THE FLAGGER SHALL BE CERTIFIED, AND HAVE IN THEIR POSSESSION, A VALID FLAGGER CERTIFICATION CARD. WORKER VISIBILITY ALL WORKERS WITHIN THE RIGHT-OF-WAY WHO ARE EXPOSED EITHER TO TRAFFIC (VEHICLES o' USING THE HIGHWAY FOR PURPOSES OF TRAVEL) OR TO CONSTRUCTION EQUIPMENT WITHIN THE WORK AREA SHALL WEAR HIGH -VISIBILITY SAFETY APPAREL. HIGH -VISIBILITY SAFETY APPAREL c� m IS DEFINED TO MEAN PERSONAL PROTECTIVE SAFETY CLOTHING THAT; o� 0 N PM 1. IS INTENDED TO PROVIDE CONSPICUITY DURING BOTH DAYTIME AND NIGHTTIME USAGE, a, AND ..LL ui v 2. MEETS THE PERFORMANCE CLASS 2 OR CLASS 3 REQUIREMENTS OF THE ANSI/ISEA �cnN 107-2004 PUBLICATION ENTITLED "AMERICAN NATIONAL STANDARDS FOR HIGH - VISIBILITY SAFETY APPAREL AND HEADWEAR" 1111 I441111121 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 EIGN (BATTERY OPERATED) TYPE "A" LOW INTENSITY FLASHING WARNING LIGHTS ARE MOST COMMONLY MOUNTED ON BARRICADES, 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 "A" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE TYPE III BARRICADE THAT ACCOMPANIES THE ADVANCE WARNING SIGNS. 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 IN A CONSTRUCTION MAINTENANCE AREA, THE DELINEATION SHALL BE ACCOMPLISHED BY USE OF STEADY BURNING LIGHTS. WHEN USED TO SUPPLEMENT CHANNELIZATION, THE MAXIMUM SPACING FOR WARNING LIGHTS SHOULD BE IDENTICAL TO THE CHANNELIZING DEVICE SPACING REQUIREMENTS. WHEN USED TO DELINEATE A CURVE, TYPE "C" WARNING LIGHTS SHOULD ONLY BE USED ON DEVICES ON THE OUTSIDE OF THE CURVE, AND NOT ON THE INSIDE OF THE CURVE. FLASHINGPANEL (DISPLAY) AN ARROW PANEL IS A SIGN WITH A MATRIX OF ELEMENTS, CAPABLE OF EITHER FLASHING OR SEQUENTIAL DISPLAYS. THIS SIGN SHALL PROVIDE ADDITIONAL WARNING AND DIRECTIONAL INFORMATION TO ASSIST IN MERGING AND CONTROLLING ROAD USERS THROUGH OR AROUND A TEMPORARY TRAFFIC CONTROL ZONE. AN ARROW PANEL SHOULD BE USED IN COMBINATION WITH APPROPRIATE SIGNS, CHANNELIZING DEVICES OR OTHER TRAFFIC CONTROL DEVICES. ARROW PANELS SHALL MEET THE SIZE AND SPECIFICATIONS OF THE MUTCD FOR TYPE"C" ARROW DISPLAYS. FLASHING ARROW PANEL SHALL BE RECTANGULAR, OF SOLID APPEARANCE AND FINISHED IN NON -REFLECTIVE BLACK. THE PANEL SHALL BE MOUNTED ON A VEHICLE, TRAILER OR OTHER SUITABLE SUPPORT. MINIMUM MOUNTING HEIGHT MEASURED VERTICALLY FROM THE BOTTOM OF THE PANEL TO THE ROADWAY BELOW IT OR TO THE ELEVATION OF THE NEAR EDGE OF THE ROADWAY. SHALL BE 7 FEET EXCEPT ON VEHICLE -MOUNTED PANELS, WHICH SHOULD BE AS HIGH AS PRACTICAL. 0 0 0 ® 0 O 0 0 ® 0 0 0 0 0 0 i z g ti THE FOLLOWING SELECTIONS SHALL BE PROVIDED ON THE ARROW PANEL OPERATING MODE PANEL DISPLAY L MINIMUM • • FLASHING ARROW SHOULDER TAPER 1/3 L MINIMUM RIGHT SHOWN, LEFT OPPOSITE 100 FEET MAXIMUM • s•i�• 9990100 SEQUENTIAL ARROW'' 30 150 RIGHT SHOWN; LEFT OPPOSITE 180 35 SEQUENTIAL CHEVRON 225 245 RIGHT SHOWN, LEFT OPPOSITE FLASHING DOUBLE ARROW • 900 320 45 450 ®®•®®®� OR ® • OR • s 540 FLASHING FLASHING FLASHING OR ALTERNATING LINE CORNERS CAUTION 55 550 605 660 ALTERNATING DIAMOND CAUTION THE ARROW PANEL SHALL HAVE A MINIMUM SIZE OF 96 INCHES WIDE AND 48 INCHES HIGH. THE MINIMUM LEGIBILITY DISTANCE SHALL BE 1 MILE. THE PANEL SHALL CONTAIN 25 LAMP ELEMENTS. ARROW PANEL ELEMENTS SHALL BE CAPABLE OF A MINIMUM 50 PERCENT DIMMING, AUTOMATICALLY WHEN AMBIENT LIGHT FALLS BELOW 50 LUX. THE MINIMUM ELEMENT "ON TIME" SHALL BE 50 PERCENT FOR THE FLASHING MODE AND EQUAL INTERVALS OF 25 PERCENT FOR EACH SEQUENTIAL CHEVRON PHASE. THE FLASHING RATE SHALL BE NO FEWER THAN 25 NOR MORE THAN 40 FLASHES PER MINUTE. APPLICATION A FLASHING ARROW OR SEQUENTIAL CHEVRON MODE SHALL ONLY BE USED FOR STATIONARY OR MOVING LANE CLOSURES. FOR SHOULDER WORK BLOCKING THE SHOULDER, FOR ROADSIDE WORK NEAR THE SHOULDER, OR FOR TEMPORARILY CLOSING ONE LANE ON A TWO-LANE, TWO-WAY ROADWAY, AN ARROW PANEL SHALL BE USED ONLY IN THE CAUTION MODE. AN ARROW DISPLAY MODE 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 TO LATERALLY SHIFT TRAFFIC. TEMPORARY RUMBLE STRIPS EACH SECTION SHALL CONSIST 6 24" EDGE OF TRAVELED LANE OF 10 SEGMENTS. o� 0 Lu Q N N Q Nco OF ROADWAY �E 23` I DESIGN TEMPORARY RUMBLE STRIPS MAY BE MADE OF ASPHALT PAVING MATERIAL, EPDXY AND AGGREGATE OR OTHER SUITABLE MATERIAL WHICH WILL MAINTAIN A DESIRABLE RUMBLE EFFECT. THE TEMPORARY RUMBLE STRIP SHOULD HAVE AN INSTALLED HEIGHT OF %,,. PREFORMED RUMBLE STRIPS MAY BE USED PROVIDED THEY HAVE A MINIMUM 1/j' HEIGHT. 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. IF, AFTER THE SIGNAL ASSEMBLIES ARE ERECTED AND THE ROAD IS OPEN TO PUBLIC TRAVEL, THE SIGNAL SYSTEM IS NOT PUT IMMEDIATELY INTO OPERATION, THE SIGNAL FACES SHALL BE COVERED WITH BURLAP OR OTHER OPAQUE MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER, INOPERATIVE SIGNALS ON ROADS OPEN TO THE PUBLIC SHALL ALWAYS BE COVERED. TILTING THE SIGNALS UPWARD IS NOT AN ACCEPTABLE ALTERNATIVE TO COVERING THE HEADS. FLOODLIGHTS WHEN NIGHTTIME WORK IS REQUIRED, FLOODLIGHTS SHALL BE USED TO ILLUMINATE FLAGGER STATIONS. FLOODLIGHTS SHOULD BE USED TO ILLUMINATE EQUIPMENT CROSSINGS, AND OTHER AREAS WHERE EXISTING LIGHT IS NOT ADEQUATE FOR THE WORK TO BE PERFORMED SAFELY. IN NO 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 PATH. PAVEMENT MARKINGS NO LONGER APPLICABLE SHALL BE REMOVED UNLESS OTHERWISE APPROVED BY THE ENGINEER. TAPERS TAPERS ARE CREATED USING A SERIES OF CHANNELIZING DEVICES OR PAVEMENT MARKINGS TO MOVE TRAFFIC OUT OF OR INTO ITS NORMAL PATH. ZlXlej IZLM -. If, A MERGING TAPER REQUIRES THE LONGEST DISTANCE BECAUSE DRIVERS ARE REQUIRED TO MERGE INTO COMMON ROAD SPACE. THE TAPER SHOULD BE LONG ENOUGH TO ENABLE MERGING DRIVERS TO HAVE ADEQUATE ADVANCE WARNING AND SUFFICIENT LENGTH TO ADJUST THEIR SPEEDS AND MERGE INTO A SINGLE LANE BEFORE THE DOWNSTREAM 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 HIGH-SPEED ROADWAYS WHERE SHOULDERS ARE PART OF THE ACTIVITY AREA AND ARE CLOSED, OR WHEN IMPROVED SHOULDERS MIGHT BE MISTAKEN AS A DRIVING LANE IN THESE INSTANCES, THE SAME TYPE, BUT ABBREVIATED, CLOSURE PROCEDURES USED ON A NORMAL PORTION OF THE ROADWAY CAN BE USED. 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 OR PATH THAT WAS CLOSED. WHEN USED, IT SHOULD HAVE A MINIMUM LENGTH OF ABOUT 100 FEET PER LANE, WITH DEVICES SPACED ABOUT 20 FEET APART. ONE LANE, TWO WAY TAPER THE ONE -LANE, TWO-WAY 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 MINIMUM LENGTH OF 50 FEET AND A MAXIMUM LENGTH OF 100 FEET WITH CHANNELZING DEVICES AT APPROXIMATELY 20 FOOT SPACINGS SHOULD BE USED TO GUIDE TRAFFIC INTO THE ONE -LANE -SECTION AND A DOWNSTREAM TAPER WITH A LENGTH OF APPROXIMATELY 100 FEET SHOULD BE USED TO GUIDE TRAFFIC BACK INTO THEIR ORIGINAL LANE. TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES TYPE OF TAPER TAPER LENGTH (FEET) MERGING TAPER L MINIMUM SHIFTING TAPER 1/2 L MINIMUM SHOULDER TAPER 1/3 L MINIMUM TWO-WAY TAPER 100 FEET MAXIMUM FORMULAS FOR L SPEED FORMULA 40 MPH OR LESS L -WS2 -60 45 MPH OR GREATER L = WS L = TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET S =POSTED SPEED LIMIT PRIOR TO WORK IN MPH TAPER LENGTH L (FEET) SPEED (MPH) LANE WIDTH S 10 FT. 11 FT. 12 FT. 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 55 550 605 660 60 600 660 720 65 650 715 780 75 750 825 900 R6 I JUN 14 1 2009 MUTCD UPDA TE R5 OCT 98 REVISE CHANNELIZATION DEVICES, TAPER R4 JAN 95 REWRI TE REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 920-R6 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE ACCEPTED BY FHWA FOR USE 0 NATIONAL HIGHWAY SYSTE pNp,' � /C JUNE 2 4 O DANIEL J. DATEr2 d WADDLE E-6289 ORIGINAL: 3 OCTOBER 1998 ' OF WEeN DATE z 0 V) a z 0 V) Lu } a 3 v a 0 L0 z w Q Q L 0) 4- D d E 0 0 r-- 0 0 M L 0 L m M r N ro 0 N t m w U- r ct� N v 0 W 0 00 00 o.. N _N. ..LL m vC U- (n SHOULDER I '� ADVISORY PLATE TYPICAL FIRST SIGN AT CONSTRUCTION SITE w zMuj g w u- a r� .�.i.: Ml WITH TYPE "A" FLASHING WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE TYPICAL SIGN MOUNTINGS POST MOUNTED IONSL SHOULDER DROP-OFF 16, Id SIGNS 48 INCHES OR WIDER REQUIRE TWO POSTS C SIGN WIDTHS LESS THAN 48 INCHES MAY BE MOUNTED WITH ONE POST TYPE III BARRICADE WITH SIGN TYPE III BARRICADE WITH SIGN AND DETOUR ARROW TYPE II BARRICADE WITH DETOUR ARROW OR SIGN MIN. 1 FT. ABOVE PAVEMENT � 500 FT PORTABLE AND TEMPORARY MOUNTING TYPE III BARRICADE WITH CHEVRONS PLASTIC DRUM WITH CHEVRON OR SIGN TEMPORARY SIGN SUPPORTS ALL "TEMPORARY SIGN" SUPPORTS (BASES) SHALL BE NCHRP 350 OR MASH (TL -3) APPROVED. "TEMPORARY SIGNS" ARE ALL TEMPORARILY MOUNTED WORK ZONE SIGNS THAT ARE NOT POST MOUNTED IN THE GROUND AT THE TYPICAL 5 FOOT MOUNTING HEIGHT. TEMPORARY SIGNS ARE CONSIDERED NCHRP 350 OR MASH CATEGORY 2 DEVICES AND ARE MOUNTED ON TEMPORARY SIGN STANDS. TEMPORARY SIGNS SHALL BE MOUNTED A MINIMUM OF 1 FOOT ABOVE THE GROUND, UNLESS OTHERWISE REQUIRED TO BE MOUNTED AT A HIGHER HEIGHT. TEMPORARY SIGNS AND THEIR SUPPORTS SHALL NOT BE IN PLACE LONGER THAN 3 DAYS. ANY SIGN THAT IS TO BE IN PLACE LONGER THAN 3 DAYS SHALL BE POST MOUNTED OR MOUNTED TO A DRUM, BARRICADE, OR BARRIER, AS REQUIRED BY THE PLANS OR SPECIFICATIONS. PORTABLE DYNAMIC MESSAGE SIGN DELINEATION IN MEDIAN NOTES 1. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS PRESCRIBED IN PART 6 OF THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)" AND THE STATE OF NEBRASKA SUPPLEMENT TO THE MUTCD. ALL TRAFFIC CONTROL DEVICES SHALL BE CRASHWORTHY AND QUALIFY AS SUCH ACCORDING TO THE TESTING AND ACCEPTANCE GUIDELINES OF THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 OR MANUAL FOR ASSESSING SAFETY HARDWARE (MASH). 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 TO REQUIRE THE USE, AND APPROVE THE LOCATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS. WORK ZONE SPEED LIMIT NOTES A. WORK ZONE SPEED LIMITS SHALL NOT BE INSTALLED WITHOUT A SPEED ZONE AUTHORIZATION COMPLETED BY THE DEPARTMENT. B. 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 JUNE 2Q/i4 o DANIEL J. DATE 3 d WADDLE E-6289 ORIGINAL: 3 q SPS OCTOBER 1998 OF NE9 DATE t I 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 r I ASSUMED AS THE SPEED LIMITS REQUIRED FOR THE WORK. 3'-0" MIN. OUTSIDE f CLEAR ZONE D. EXISTING SPEED LIMIT SIGNS SHALL BE REMOVED OR COVERED WHEN A REDUCED WORK ZONE SPEED LIMIT IS IN EFFECT IN THE SAME AREA. t PDMS I PDMS E. WORK ZONE SPEED LIMIT SIGNS SHALL BE INSTALLED EVERY MILE THROUGH THE WORK AREA WHEN SPEED ZONE IS REDUCED. r F. A SPEED LIMIT SIGN ENDING THE REDUCED SPEED ZONE SHALL BE INSTALLED AT THE END r OF EACH ZONE. I O J t G. DOUBLE FINES AND REDUCED SPEED ZONE SIGNING ARE NOT REQUIRED FOR SHORT -DURATION ro WORK LESS THAN 12 HOURS. I r I a I I r r t ON SHOULDER OFF SHOULDER TAPER FORMULA LEGEND L = S x W FOR SPEEDS OF 45 MPH OR MORE. o TYPE III BARRICADE PORTABLE DYNAMIC MESSAGE SIGNS (PDMS) L = WS2 FOR SPEEDS OF 40 MPH OR LESS. 60 • REFLECTORIZED PLASTIC DRUM THE PLACEMENT OF PDMS SHOULD BE IN THE FOLLOWING ORDER: WHERE: E) REFLECTORIZED PLASTIC DRUM WHENEVER POSSIBLE, PDMS SHOULD BE PLACED OFF OF ANY USABLE PORTION OF THE ROADWAY OR 42" CONE ON THE RIGHT SIDE OF THE ROADWAY. WHEN PLACED OUTSIDE THE CLEAR ZONE OR BEHIND L = MINIMUM LENGTH OF TAPER. GUARDRAIL OR CONCRETE PROTECTION BARRIERS, DELINEATION -IS NOT REQUIRED. ® PORTABLE DYNAMIC MESSAGE S =NUMERICAL VALUE OF POSTED WHERE FIELD CONDITIONS DO NOT ALLOW FOR THIS PLACEMENT, THE SIGNS MAYBE SIGN SPEED LIMIT PRIOR TO WORK. LOCATED ON THE OUTSIDE SHOULDER OF THE ROADWAY OR WITHIN THE MEDIAN. A. A MINIMUM CLEARANCE OF 3 FEET MEASURED HORIZONTALLY FROM THE EDGE W - WIDTH OF OFFSET (LANE WIDTH). OF THE SIGN TO THE EDGE OF THE TRAVELED WAY IS RECOMMENDED. B. THE PDMS SHOULD HAVE A MINIMUM MOUNTED HEIGHT OF 7 FEET ON FREEWAYS, EXPRESSWAYS AND IN URBAN AREAS. C. ALL OTHER RURAL APPLICATIONS SHOULD HAVE A MINIMUM HEIGHT OF 5 FEET. THESE HEIGHTS ARE MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE ELEVATION OF THE NEAR EDGE OF THE PAVEMENT.' R6 JUN 14 2009 MUTCD UPDATE REFLECTORIZED PLASTIC DRUMS SHOULD BE USED TO DELINEATE EACH SIGN USING A 1/3 L R5 OCT 98 REVISE CHANNELIZATION DEVICES, TAPER TAPER. THESE DRUMS SHOULD BE POSITIONED ON THE UPSTREAM END OF THE SIGN TO FORM A TAPER LEADING UP TO THE TRAFFIC SIDE OF THE SIGN. FOR A SIGN LOCATED IN THE R4 JAN 95 REWRITE MEDIAN, THE SIGN SHOULD BE DELINEATED WITH A 42 INCH CONE ON ALL FOUR CORNERS. REV. NO. DATE DESCRIPTION OF REVISION WHEN DEPLOYED, THE SIGN SHALL BE SIGHTED AND ALIGNED WITH APPROACHING TRAFFIC TO NEBRASKA DEPARTMENT OF ROADS ENSURE VISIBILITY OF THE MESSAGE. IF MULTIPLE SIGNS ARE USED, THE SIGNS SHOULD BE LOCATED ON THE SAME SIDE OF THE ROAD AND SEPARATED ACCORDING TO PROPER SIGN STANDARD PLAN NO, 920-R6 SPACING. WHEN PRACTICAL, PDMS SHOULD NOT BE USED TO REPLACE STATIC SIGNS FOR LONGTERM TRAFFIC CONTROL USAGE (OVER 10 DAYS). WHEN PDMS ARE TO BE DEPLOYED FOR LONG PERIODS, SUCH AS INCIDENT MANAGEMENT ROLES, CONSTRUCTION A MAINTENANCE CONCRETE PADS WITH APPROPRIATE TIE DOWNS SHOULD BE CONSTRUCTED FOR THEIR PLACEMENT. PDMS NOT ACTIVELY BEING USED IN A CONSTRUCTION OR INCIDENT MANAGEMENT ROLE SHOULD BE REMOVED. ACCEPTED BY FHWA FOR 3USEO NATIONAL HIGHWAY SYSTE REFER TO NDOR "DMS GUIDELINES" FOR PROPER PDMS MESSAGE INFORMATION. JUNE 2Q/i4 o DANIEL J. DATE 3 d WADDLE E-6289 ORIGINAL: 3 q SPS OCTOBER 1998 OF NE9 DATE z O 0 z N Lud 0 a d a 0 x 1t) L0 z cD N Ld 0 0 L CL E O u Z ROAD ` WORK I AHEAD / �-.- BE A PREPARED W20 -1A-48 0 STOP *UN - W3 -4-48 A A o a W20 -4A-48 2S SPACING / W20-7-48 RoaD WORK l OPTIONAL SINGLE ANEAD C FLAGGER OPERATION W20 -1A-48 R8-3-24 • AS REQUIRED TO W20-7-48 PROHIBIT PARKING 20' SPACING ( 10' MIN. I ONE LANE J A ROAD �C AHEAD A W20 -4A-48 A a ROAD WORK < OR SHOULDER BE ROAD / AHEAD WORK PREPARED A WORK 0 STOP AHEAD W20 -1A-48 W21-5-48 W3-4-48 W20 -1A- 48 SHOULDER OR PARKING ONE LANE CLOSED LANE CLOSED WITH FLAGGER ROAD WORK AHEAD >1 W20 -IA -48 a I f END ROAD WORK ROAD • h ,boa < > WORK shy AHEAD It G20-213-48 W20 -1A-48 A ROAD WORK AHEAD W20 -1A-48 \ ' CLOSED AHED \` W9-3-48 J W1-8 ROAD WORK AHEAD W20 -1A-48 J t if 10' MIN. —,, R4-7-24 END ROAD WORK G20 -2B-48 AS NEEDED ROAD �- WORK AHEAD F R4-7-24 W20 -1A-48 t �— 10' MIN. ROAD ROAD CLOSED ROAD A WORK Rll-2-48 AHEAD 350' W20 -1A-48 ROAD CLOSED TO THRU TRAFFIC CLOSED I Rll-2-48 Rll-4-60 BErOUR I I R8-3-24 SDUT Q I AS REQUIRED TO - - - PROHIBIT PARKING r I I ROAD r j t CLOSED ROAD CLOSED r DETOUR T TO DETOUR � � ROAD WORK SOUTH I THRU TRAFFIC R11-2-48 r AHEAD ROAD WORK 4 A Rll-4-60 M4 -10R-48 3'k Joa o 2 I # IW20-1A-48 • • G20 -2B-48 ROAD - - - - AS NEEDED - - - - - - WORK AHEAD W20 -1A-48 DETOUR WORKOAD WORK IN CEDETOUR I NORTH AHEAD � D I SOU.ft,l DETOUR LATER O F W20 -1A-48 r Z oRTH ROAD WITH LOW TRAFFIC VOLUMES G20 -2B-48 —1 O W1-8 J —L O OR J • A W1 -4L-48 W1 -3L-48 •W13 -1P-24 X W1'3 -1P-24 I MPH MPH 35 MPH 30 MPH K \ AND ABOVE AND BELOW G20 -2B-48 A ROAD WORK / AHEAD W20 -1A-48 3—LANE ROADWAY ONE LANE CLOSED ROAD WORK AHEAD W20 -1A-48 4 CFNIER LANE CLOSED AHEAD W9-3-48 r A Q I END I A DETOUR DETOUR ROA! / AHEAD ORT Tka�ek yo�c ( D.zve smi�y W20 -2A-48 2 G20-213-48 I A ROAD CLOSED AHEAD W20 -3A-48 ROAD CLOSED AT DETOUR ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS A URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100' URBAN (HIGH SPEED - 45 MPH OR HIGHER) 350' I R2-1-24 I R2-lWZ-24 A uMR I +-- W3-5-48 t A I r.� SPEEDING FINES \ DOUBLED WHEN WORKERS A PRESENT R41 -17B-48 ROAD WORK AHEAD W20 -1A-48 TYPICAL ADVANCED SIGNING ROAD I W20-313-48 0o CLOSED "' ROAD Rll-2-48 I CLOSED o W20 -3C-48 DErauR Q I ROAD CLOSED WEST X IDLES AHEAD +-� LOCAL TRAFFIC ONLY ` DETOUR �I } 200' Rll-3A-60 r - M4 -10L-48 4m LEGEND -0010 FLASHING ARROW PANEL TYPE III BARRICADE • REFLECTORIZED PLASTIC DRUM Q TUBULAR POST REFLECTORIZED PLASTIC DRUM OR 42" CONE T SINGLE POSTED SIGN --T DOUBLE POSTED SLGN ■--� FLAGGER t � r o DETOUR x X x X PAVEMENT MARKING REMOVAL 0 o i 0 TAPER FORMULA DETOUR r L = S x W FOR SPEEDS OF 45 MPH OR MORE. 1500 Fr 0 \ DETOUR S 2 L =FOR SPEEDS OF 40 MPH OR LESS. W20 -2D-48 2 60 r WHERE: ROAD L = MINIMUM LENGTH OF TAPER. CLOSED I Q HEAD S = NUMERICAL VALUE OF POSTED W2 -3A-48 SPEED LIMIT PRIOR TO WORK. W = WIDTH OF OFFSET (LANE WIDTH). ROAD CLOSED BEYOND DETOUR 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 G20 -2B-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 EQUAL TO THE SPEED LIMIT, DOUBLED (2 x S). SEE "TAPER FORMULA" TABLE FOR MORE INFORMATION. 7. FOR LANE CLOSURES OVER 72 HOURS, ALL CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. ON ASPHALT SURFACES, DURABLE PAVEMENT MARKINGS MAY BE COVERED WITH APPROVED BLACK TEMPORARY PAVEMENT MARKING TAPE. 8. DESIGNATION OF SPEED SHOWN ON ADVISORY SPEED SIGNS W13 -1P SHALL BE DETERMINED BY THE ENGINEER IN ACCORDANCE WITH MUTCD. THE SPEED DESIGNATION SHALL BE AS HIGH AS PRACTICAL AND FEASIBLE. • J • • ( CBM LANE • CLOSED • AHEAD W9-3-48 A +` ROAD t A WORK / AHEAD I W20 -1A-48 TWO—WAY LEFT TURN LANE CLOSED I R2-1-24 I R2-lWZ-24 A uMR I +-- W3-5-48 t A I r.� SPEEDING FINES \ DOUBLED WHEN WORKERS A PRESENT R41 -17B-48 ROAD WORK AHEAD W20 -1A-48 TYPICAL ADVANCED SIGNING ROAD I W20-313-48 0o CLOSED "' ROAD Rll-2-48 I CLOSED o W20 -3C-48 DErauR Q I ROAD CLOSED WEST X IDLES AHEAD +-� LOCAL TRAFFIC ONLY ` DETOUR �I } 200' Rll-3A-60 r - M4 -10L-48 4m LEGEND -0010 FLASHING ARROW PANEL TYPE III BARRICADE • REFLECTORIZED PLASTIC DRUM Q TUBULAR POST REFLECTORIZED PLASTIC DRUM OR 42" CONE T SINGLE POSTED SIGN --T DOUBLE POSTED SLGN ■--� FLAGGER t � r o DETOUR x X x X PAVEMENT MARKING REMOVAL 0 o i 0 TAPER FORMULA DETOUR r L = S x W FOR SPEEDS OF 45 MPH OR MORE. 1500 Fr 0 \ DETOUR S 2 L =FOR SPEEDS OF 40 MPH OR LESS. W20 -2D-48 2 60 r WHERE: ROAD L = MINIMUM LENGTH OF TAPER. CLOSED I Q HEAD S = NUMERICAL VALUE OF POSTED W2 -3A-48 SPEED LIMIT PRIOR TO WORK. W = WIDTH OF OFFSET (LANE WIDTH). ROAD CLOSED BEYOND DETOUR 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 G20 -2B-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 EQUAL TO THE SPEED LIMIT, DOUBLED (2 x S). SEE "TAPER FORMULA" TABLE FOR MORE INFORMATION. 7. FOR LANE CLOSURES OVER 72 HOURS, ALL CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. ON ASPHALT SURFACES, DURABLE PAVEMENT MARKINGS MAY BE COVERED WITH APPROVED BLACK TEMPORARY PAVEMENT MARKING TAPE. 8. DESIGNATION OF SPEED SHOWN ON ADVISORY SPEED SIGNS W13 -1P SHALL BE DETERMINED BY THE ENGINEER IN ACCORDANCE WITH MUTCD. THE SPEED DESIGNATION SHALL BE AS HIGH AS PRACTICAL AND FEASIBLE. z 0 V) 0 z 0 0 UJI n 3 n a 0 Lf) Ln z 0 L LI n IX n L + a 0 L) L2 V- 0 N CID Ld LL I N ai n 0 cD 0 00 cn .. 0) LL_ V) ROAD WORK AHEAD W20 -1A-4 a LEFT LANE f CLOSED AHEAD Q W20-5LA-48 r� • W4 -2L-48 ! ! ! ! END ROAD ! • amm Sa G20-26-48 113-2-24 (OPTIONAL) "E. RIGHT LANE <AHU KEEP cLeseo sf AHEAD W4 -2R-48 W20-5RA-48 W20-1 L A A A FLASHING ARROW PANEL TYPE III BARRICADE • REFLECTORIZED PLASTIC DRUM Q TUBULAR POST REFLECTORIZED PLASTIC DRUM OR 42" CONE SINGLE POSTED SIGN --� DOUBLE POSTED SIGN �--• FLAGGER xxxx PAVEMENT MARKING REMOVAL TAPER FOKmuLA L = S x W FOR SPEEDS OF 45 MPH OR MORE. L = �2 FOR SPEEDS OF 40 MPH OR LESS. WHERE: L = MINIMUM LENGTH OF TAPER. S = IJUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. M =WIDTH OF OFFSET (LANE WIDTH). ROAD WORK ROAD AHEAD \ WORK AHEADW20-1A-48 fROA_W20-1A-487Aank paacmeG20-2B-48 KEEP A ROADWORK RIGHT AHEaoR4-7B-24 W20 -1A-48 AR3-2-24 (OPTIONAL) END ROAD WORK rhANA 9" Do" SafelyG20-26-48 KEEP ROAD WORK AHEADRIGHT R4-76-24 W20 -IA -48 ROADW�TEMPORARY PAVEMENTA W20 -IA -48 MARKING ' 00ROAD LEFT LANE WORK OMUST AHEAD TURN LEFT R3 -7L-36 W20 -1A-48 :0 LEFT LANEMUST•a TUROAD WORK END/ •1 R3 -7L-36 Tkn&Floe SafelyD ENDD • G20 -2B-48 raRI ROAD WORK ! TRAFFIC Thank yon W4-2L-48MERGE A-48 1licuc Safely G20-213-48 W4 -7R-48 Q LEFT CLD CLOSED ( Q AHEAD ROAD WORK W20-5LA-48 AHEAD f i W20 -1A-48 ROAD ■ Q WORK �.. / AHEAD W20 -1A -4s 4 LANE DIVIDED ROADWAY CENTER LANES CLOSED AMP ri nqpn NEAR INTERSECTION NEAR INTERSECTION (LEFT LANE RE FORMING A TURNBAY) ROAD CLOSED ROAD FO THRU TRAFFIC CLOSED R11-4-60 R11-2-48 ROADAHEADROAD CLOSED TO DETOUR W20 -1A-48 THRU TRAFFIC RII-2-48RII-4-60 M4-10R-48AS NEEDEDROADWORKAHEAD I QUT I f 121 DETOUR DETOUR W20 -1A-48 • IJ • � ORTH NQRT • U I A R MWORK I I A DETOUR I I AHEAD t G20-26-4$ I A W20 -2A-48 t �.. W4 -2L-48 I I A LEFT LANA �A > < eLOsea AHEAD SED AHEAD W20-5LA-48 W20 -3A-48 ROAD CLOSED AT DETOUR (OPTIONAL LANE CLOSURE) ROAD WORKAHEADRIGHT LANECLOSEDW20-IA-48 AHEAD< > W20-5RA-48 W4 -2R -48A END ROAD WORK Thank eayW3-1-48G20-26-48 OPTIONAL LEFT TURNaLANE CLOSURE ROAD <;> < WORK AHEADW3-1-48 W20 -1A-48 R1 -1 -36R1 -3P-18 I A A o a 0� ROAD WORK AHEAD • 0 0 R1-1-36 R1 -3P-18 W20 -1A-48 W3-1-48 a ! OPTIONAL LEFT TURN L �• J LANE CLOSURE • END • ROAD WORK • Thank pa Drcue Safely G20-26-48 A <;> F- T- < > �.. h W3-1-48 > A ��A W4 -2R-48 RIGHT LANE eLosEo AHEAD ROAD WORK W20-5RA-48 < AHEAD W20 -1A-48 TEMPORARY ALL -WAY STOP L FOR SIGNAL WORK END ROAD WORK Thank you Drlare Safely G20-26-48 MINIMUM DISTANCE ROAD TYPE BETWEEN SIGNS 0 A URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100` URBAN (HIGH SPEED - 45 MPH OR HIGHER) 350` • • • J • • f A l A RP JUN 14 2004 MUTCD UPDATES f REV. NO. DATE DESCRIPTION OF REVISION W4 -2R-48 RIGHTLANENEBRASKA DEPARTMENT OF ROADS CLOSED A AHEAD ROAD W20-5RA-48 fwon STANDARD PLAN NO. 924-R1 W20 -1A-48 URBAN TRAFFIC DIVIDED ROADWAY CONTROL PLAN .ONE LANE CLOSED z 0 a z cl) V) Lt! a <c 0 cr L0 Lfl z 0 1-4 V) Lu a 0 LM W a 0 v a L r o LL7 0 r CID w u - I N m v c fA 7zI ROAD � CLOSED L E G EN A <#> Rll-2-48 E o I t W20 -3A-48 I O I' I I I DETOUR I I Rll-2-48 M4 -10R-48 RnAn cmSFn RDAD WORK AHEAD 120-1A-48 I END A I ROAD WORK Plriue day ROAD WORK G20 -2B-48 AHEAD W20 -1A-48 A f ROAD RIGHT LANE WORK MUST AHEAD � �RH RIGHT W20 -1A-48 END>R3-TR-36 ROAD WORK r*axk #m a BEYOND V,&e fHRO TRAFFIC G20 -2B-48 A MERGE LEFT f ROAD ROAD WORK I f A WORK AHEAD AHEAD W20 -1A-4 ,,z W20 -1A-48 � l LUQ ANE A LANE CLOSED A TION AHEAD END(RIGHT LANE REMAINS OPEN W20-5LA-48 A C ROAD ZZ WORK T ve A we sorry G20 -2B-48 B X14 -2L-48 OR< > XX • _ W1-8 MP W13 -IP -24 48 X W1 -3R-48 PH W13 -1P-24 35 MPH 30 MPH J o 2S SPACING AND ABOVE AND BELOW • KEEP RDAD RIGHT ' WORK R3-2-24 AHEAD R4 -7B-18 (OPTIONAL) R3-1-24 A I TEMPORARY WHITE PAVEMENT MARKING 2' DASH 6' GAP /I A ROAR WORK 4cf A"D"D � w1-8 OR W20 -1A-48 <s> xx W1 -4L-48 Rxx W1-3L-48 R3-2-24 MPH W13 -1P-24 W13 -1P-24 (OPTIONAL) 35 MPH 30 MPH AND ABOVE AND BELOW END C ROAD WORK rAejr"A W4 -2R-48 &ks sa&ff\� G20 -2B-48 f A RIGHT LAKE CLOSED AHEAD A W20-5RA-48 ROAD WORK AHEAD W20 -1A-48 4 LANE UNDIVIDED ROADWAY TWO LANES CLOSED NEAR INTERSECTION 0 L = S x W FOR SPEEDS OF 45 MPH OR MORE. L = WS 2 FOR SPEEDS OF 40 MPH OR LESS. 60 WHERE. L = MINIMUM LENGTH OF TAPER® S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. WIDTH OF OFFSET (LANE WIDTH). ROAD ..... WORK A AHEAD W20 -1A-48 A LEFT E END ENA ROAD WORK AHEAD Tk2� yom W20-5LA-48 • Druce sa>�y • G20 -2B-48 • • KEEP W4 -2L-48 • ROAD (YORK AHEAD W20 -1A-48 A LEFT LANE CLOSED AHEAD A W20-5LA-48 /\ A RIGHT RDA o W4 -2L-48 KEEP WORK o R4 -7B-18 AHEAD RIGHT R3-2-24 0 ZW20-IA-48 R4 -7B-18 (OPTIONAL) I o A i` TEMPORARY YELLOW PAVEMENT ' MARKINGS 2' DASH 6' GAP F A 4" DOUBLE YELLOW CENTERLINE ROAD WORK AHEAD < > < > OR W20 -1A-48 W6-3-36 a XX Wl-4R-48 XX' W1 -3R-48 wMme+ W13 -1P-24 MPH W13 -1P-24 a 35 MPH 30 MPH o o AND ABOVE AND BELOW R3-2-24 3__ (OPTIONAL) o A 2S SPACING F A • • •�� CONTINUE AT 2S SPACING 5 K F WHERE DROP-OFF EXIST AHEAD ROAD K� NEXT TO TRAVEL WAY WORK W20 -1A-48 ANEAD RIGHT { 2S SPACING W20 -1A-48 R4 -7B-18 Q ROAD Y WORK KEEP o 3 AHEAD O W6-3-36 W20 -1A-48 RIGHT R3-2-24 R4 -7B-18 (OPTIONAL) A TEMPORARY WHITE PAVEMENT MARKINGS 2' DASH 6' GAP A o ••• ROAD WORK • AHEAD F • J RIGHT LANE r • � W20 -1A-48 R3 -2-24`o Ssx, OR (OPTIONAL) • R3 -7R-36 > < > •• [xgx Wl-4L-48 XXW1-3L-48 W1:3 -1P-24 I MPH I W13 -1P-24 • 35 MPH 30 MPH • • AND ABOVE AND BELOW • • W4 -2R-48 END RIGHT LANE ROADWORK A CAHEAD ruwj W20-5RA-48 G20 -2B-48 l 1 I A ROAD WORK AHEAD W20 -1A-48 4 -LANE DIVIDED HALF CLOSED G20 -2B-48 W1-8 < > OR < > MWl-4R-48 XX W1 -3R-48 W13 -1P-24 MPH W13 -1P-24 35 MPH 30 MPH AND ABOVE AND BELOW W1-8 0 1 o b < > OR < > XX W1 -4L-48 [XMX Wl-3L-48 MPH W13 -1P-24 W13 -1P-24 • 35 MPH 30 MPH AND ABOVE AND BELOW • • —I • END • ROAD WORK Tkack yotc Driae Smfc/y A W4 -2R-48 G20 -2B-48\ RIGHT LANE CLOSED A AHEAD %W20-5RA-48 I A ROAD WORK, AHEAD f W20 -1A-48 4 -LANE UNDIVIDED 2 LANES CLOSED ROAD TYPE L E G EN A FLASHING ARROW PANEL 100' TYPE III BARRICADE 350' REFLECTORIZED PLASTIC DRUM O TUBULAR POST REFLECTORIZED PLASTIC DRUM OR 42" CONE SINGLE POSTED SIGN DOUBLE POSTED SIGN AGGER xxxx PAVEMENT MARKING REMOVAL 0 L = S x W FOR SPEEDS OF 45 MPH OR MORE. L = WS 2 FOR SPEEDS OF 40 MPH OR LESS. 60 WHERE. L = MINIMUM LENGTH OF TAPER® S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. WIDTH OF OFFSET (LANE WIDTH). ROAD ..... WORK A AHEAD W20 -1A-48 A LEFT E END ENA ROAD WORK AHEAD Tk2� yom W20-5LA-48 • Druce sa>�y • G20 -2B-48 • • KEEP W4 -2L-48 • ROAD (YORK AHEAD W20 -1A-48 A LEFT LANE CLOSED AHEAD A W20-5LA-48 /\ A RIGHT RDA o W4 -2L-48 KEEP WORK o R4 -7B-18 AHEAD RIGHT R3-2-24 0 ZW20-IA-48 R4 -7B-18 (OPTIONAL) I o A i` TEMPORARY YELLOW PAVEMENT ' MARKINGS 2' DASH 6' GAP F A 4" DOUBLE YELLOW CENTERLINE ROAD WORK AHEAD < > < > OR W20 -1A-48 W6-3-36 a XX Wl-4R-48 XX' W1 -3R-48 wMme+ W13 -1P-24 MPH W13 -1P-24 a 35 MPH 30 MPH o o AND ABOVE AND BELOW R3-2-24 3__ (OPTIONAL) o A 2S SPACING F A • • •�� CONTINUE AT 2S SPACING 5 K F WHERE DROP-OFF EXIST AHEAD ROAD K� NEXT TO TRAVEL WAY WORK W20 -1A-48 ANEAD RIGHT { 2S SPACING W20 -1A-48 R4 -7B-18 Q ROAD Y WORK KEEP o 3 AHEAD O W6-3-36 W20 -1A-48 RIGHT R3-2-24 R4 -7B-18 (OPTIONAL) A TEMPORARY WHITE PAVEMENT MARKINGS 2' DASH 6' GAP A o ••• ROAD WORK • AHEAD F • J RIGHT LANE r • � W20 -1A-48 R3 -2-24`o Ssx, OR (OPTIONAL) • R3 -7R-36 > < > •• [xgx Wl-4L-48 XXW1-3L-48 W1:3 -1P-24 I MPH I W13 -1P-24 • 35 MPH 30 MPH • • AND ABOVE AND BELOW • • W4 -2R-48 END RIGHT LANE ROADWORK A CAHEAD ruwj W20-5RA-48 G20 -2B-48 l 1 I A ROAD WORK AHEAD W20 -1A-48 4 -LANE DIVIDED HALF CLOSED G20 -2B-48 W1-8 < > OR < > MWl-4R-48 XX W1 -3R-48 W13 -1P-24 MPH W13 -1P-24 35 MPH 30 MPH AND ABOVE AND BELOW W1-8 0 1 o b < > OR < > XX W1 -4L-48 [XMX Wl-3L-48 MPH W13 -1P-24 W13 -1P-24 • 35 MPH 30 MPH AND ABOVE AND BELOW • • —I • END • ROAD WORK Tkack yotc Driae Smfc/y A W4 -2R-48 G20 -2B-48\ RIGHT LANE CLOSED A AHEAD %W20-5RA-48 I A ROAD WORK, AHEAD f W20 -1A-48 4 -LANE UNDIVIDED 2 LANES CLOSED ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS A URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100' URBAN (HIGH SPEED - 45 MPH OR HIGHER) 350'