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HomeMy WebLinkAboutM-5508(1)TEEN.. --- - -. IND:1)(- OF SHEET'. • SHEET NOS. 2 -T1 -2-P3 n a 2-91-2-53 2 -A1 -2-A4 " ,8 O 9 NOS -.10-22 "' 23-35 " 36-48 R 49-61 O 62-78 79'92 " 4433'-105 " 106-111 " 112 -14T - ✓ 148-150 140. 151 • 153 • 11+ TITLE SHEET TYPICAL SECTIONS / 'SHEETS 2 -TZ 6.2•T3 SUMMARY OF QUANT121IES Rj SNEE.TS 2.5,.2* 61,1 PROTO MAPS iCLEMEET112A2 4 1,046) SHEET 2 - PLAN AND PROFILE, STA. 1+23 TO STA, .10+0C `: A siA!• 4y IT H 4 4 4 11 a 11 II a a It a 17 11 II 11 10+00 20+00 35+00 50+00 1awo 11 4+0� 11 x ' .50+00 9 , 65+00 " 120+00 11 N u " 11 12.4 REMOVAL PLANS.VelWetT•14 *-ATE* SHEETf 1C&.2t14WD twat' GEONETRICS ANDqiuzags PLA" NIET9 34,7"$37.9iikwtgp CONSTRUCTioN PLdME &F -AT41j ).tfEO EJ,f iG &AT; AD0eL WATER SYSTEI AND ,i ERI, 5H‘ 3, !NIETO SHEEit RO141uiAY LIGHTIIgi PI 3* $HEt1'3 �GkON,' 34.7SI 00IE100 SI�jl Ta 4M 00 Ati STET 82 0f4 C U TEb**TS 103 S OU NTY TRAFf1C SItalN., CROSSssmo, 'IC DELETED i Lett 14' . 44 11}45) ADDED CROSS SEer Ot ?NAGS Pk/MISSSHEETS 14Ei.150y A SPECI ? ,N NO. 1047.5t'ANi*S5) 110011000 PLAN N0. 2C SPEC � SEND SECTIONS; SiAft *i' PLAN NO. 3C, BAR (II ETIS " 1 ?Lao No. 1440,,W11T, `t Styi; vkTALLS •••-- • STA ,ARD PLAN NO. 341-R2(7 BETS) PAVEMENT DETAILS . a " " 303 331 SHEETS) " 410 • a 4 5-R1 .i28 -R1 443 (2 -SHEETS) 920-R1 CURB RAMPS 6" TO 10" CONCRETE P. V3IEMT W/CURB FLARED.Et8t SECTION FCR PIPE CULVERTS BAR GRATES FOR FLAB. END SECTIONS COLLARS AND ELBOW' LR CONCRETE PIPE CONCRETE.- PLIr'" CONCRETE r' TRAFFT N;THIS PROJECt•C Sti - ' Coacre-ie ` r r9;k tN T*il,ETtftti4p IELD PIPE TAP DETAILS CONVENTIONAL SIGNS HASTINGS. 15 14 1` t i4 1s s. sr � � MISSOURI Mitt i = Is I�®. H I q tl! i W4.1 E. Ii .I al P s 1, a1 e r I'6 N = -I',yQ my . 0 30 ; TATE LINE—_ __BASE or SURVEY LINE 1I_1J_ ;OUNTY'LINE---._. .__. _ _ _ __ DIKE—_. _-__.____--_.__ _ xxxxxxxxxx ;ITV orVILLAGE LIMITS _ _- ua v// /LEL.-./UL!! CULVERTS _.._..... .-._. - _. ..._._k--- 1 ECTION LINE--. __--_._ POWER POLE —_--------..-----_.._ A ENCE LINE __ _ .___ _. _ „__ _,_,_ TELEPHONE or TELEGRAPH POLE -. _._ __ __ 4 ;uARD RAIL--_ —_. MARSH_— __ _ __ _ i'Ill 09, AILROAD a HEDGE —__—. __ ::. IGHT-OF-WAY LINE 0 W & CONTROLLED ACCESS LINE •ONTROLLED ACCESS LINE_-. RAVELED WAY._ — _ "--- TREES mi GROUND ELEVATION GPADE ELEVAT7', DA.0 .- LINE DATUM 11111 Si-a./i-23 5508(1 Begin Prof: No. n' 3111,1Con5fru.c+1 oh FROM STA. Sha. Sg i L End Prj. Na 111-5508(1) Fad Consfruel on EQUATION S+.. 13+5i.22 eK -Sit— 13152.11 Rh. Si -Q. 20+ 15.56 6x. '73 . 20t 1588 Ah. E <CEPTION 5 TO STA, TOTAL NET LENGTH OF EXCEPT ONS TOTAL NET LENGTH OF M-5GL)8 L • L INCLUDED IN THIS LAYOUT FEET 5,4'55179 FEET /0.3 MILES OF NEB ��QN.. .. y DAVID O. m • COOLIDGE E-343 • 9lf OF NE9R4S APPROVED /¢ OCT Ige.Q DENJTI ENGINEER FOR ENGINEERING SERVICES U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ,ADMINISTRATION APPROVED 'OR E ENGIN IVISION G,MIN ISTRATOR GRADING ITEMS 17€M COVERCROP SEEDING M0811IZATION CLEARING L GRUBBING TREES -OVER 12 TO 24 INCHES 18 DIAMETER - CLEARING L GRUBBING TREES -OVER 24 TO 36 INCHES IN DIAMETER CLEARING 6 GRUBBING TREES -OVER 36 TO 48 INCHES IN DIAMETER CLEARING 6 GROSSING TREES -OVER 48 INCHES IN DIAMETER GRUBBING STUMPS -OVER 12 TO 24 INCHES 18 DIAMETER GRUBBING STUMPS -OVER 24 TO 36 INCHES IN DIAMETER GROSSING STUMPS -OVER 36 TO 48 INCHES IN DIAMETER GRUBBING STUMPS -OVER 48 INCHES .IN D1AN. GENERAL CLEARING AND GRUBBING WATEIR. APPL S ED EARTHWORK MEASURED IN EMBANKMENT (ESTABLISHED QUANTITY) REMOVING PAVEMENT REMOVING ASPHALT SURFACE REMOVING DRIVEWAY REMOVING WALK REMOVING COMBINATION CURB 6 GUTTER REMOVING EXISTING SLAB QUANTITY UNIT 1.000 ACRE 1.000 LUMPSUM 25.000 EACH 4.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 57.000 M GAL 2sa7.000 2AB4.W� CU YD 15977.000 - SO VD 449.000 -2300.P00• SQ YD 6768.000 -6617.000 SOTO 2408.0002g40�8p,,SQ FT -GBM. SS LIN FT 1.000 EACH COMPACTION REQUIREMENTS CLASS III (SEE SPECIFICATIONS) DEPTH BELOW PERCENT MOISTURE REQUIREMENTS FINISH SUBGRADE DENSITY MINIMUM MAXIMUM EMBANKMENT WITHIN UPPER 3' 96 t 3 STATE R.O.W. LINES INCLUDING"DRIVE"4AYS AT DEPTHS GREATER 95 MIN. WHICH WILL RECEIVE THAN 3' CONCRETE PAVEMENT EMBANKMENT WITHIN STATE R.O.W. LINES INCLUDING ROADS, DETOURS AND DRIVE- WAYS WHICH WILL RECEIVE FLEXIBLE PAVEMENT EMBANKMENT OF ROADS WHICH ARE NOT TO BE SURFACED UPPER 3' AT DEPTHS GREATER THAN 3' ALL DEPTHS 100 MIN. 95 MIN. 90 MIN EMBANKMENT OF ALL DEPTHS PRIVATE -DRIVEWAYS WHICH ARE NOT TO BE SURFACED SUBGRADE COMPACTION THE UPPER 6" OF (CONCRETE PAVEMENT) SUBGRADE SOIL SHOULDER SUBGRADE THE UPPER 6" OF COMPACTION, SUBGRADE SUBGRADE SIL COMPACTION (FLEXIBLE PAVEMENT) FOUNDATION COURSE SOIL AGGREGATE BASE COURSE OPT. -3% ** ** ** OPT. +3% OPT. +2% OPT. +1% OPT. +2% OPT. +2% CLASS I (SEE SPECIFICATIONS) 96 t 3 100 MIN. OPT. -3% OPT. +3% ** OPT. +1% 100 MIN. (SEE ,SPECIFICATIONS) ** MOISTURE AS NECESSARY TO OBTAIN DENSITY SUMMARY OF QUANTITIES PAVEM ENT ITEMS ITEM QUANTITY UNIT SEEDING. TYPE "8" 1.000 ACRE BARRICADES. TYPE 11I 8656.000 BARRDAY INSTALLATION OF PERMANENT SIGNS 879.000 50 FT MAINTENANCE OF PERMANENT SIGNS 80752.000 50FTDAY REMOVAL OF PERMANENT SIGNS 879.000 SQ FT PAVEMENT MARKING REMOVAL 800.000 LIN FT TEMPORARY PAVEMENT MARKING 10268.000 LIN FT FIELD LABORATORY. TYPE 5" 1.000 EACH TRAINING 1000.000 HOUR MOBILIZATION 1.000 LUMPSUM CRUSHED ROCK SURFACE COURSE FOR 500.000 CU YD INTERSECTIONS ANO DRIVEWAYS INSTALLING TIE BARS (Q CONCRETE CURB U� CONCRETE BARRIER CURB (I) CONCRETE SIDEWALKS 27, 237.000 SO FT (1) CONCRETE MEDIAN SURFACING 1473..100 50 FT _-,(10 CONCRETE DRIVEWAYS 3799.000 33�i6p�lgq6qq�p08pp0pp SQ VD (.7,J 8" CONCRETE PAVEMENT 95 Biisa80 SO YD 141.000 EACH 861.000 LIN FT 308.000 LIN FT, CURS STOP AND BOX ADJUST VALVE 80X TO GRADE REMOVE CURB STOP AND 80X RELOCATE WATER METER PIT ---3/4" COPPER WATER SERVICE 1" COPPER NATER SERVICE WET CUT -IN CAST IRON FITTINGS M.J. CAST IRON COVERS. FRAMES L FLANGES - ADJUSTING MANHOLES TO GRADE REMOVE 5" PUMPER HYDRANT 2" GATE VALVE. N.J. 3" GATE VALVE. M.J. 4" GATE VALVE. N.J. 6" GATE VALVE. M.J. 10" GATE VALVE. M.J. 5" PUMPER HYDRANT. N.J. 2" WATER MAIN PIPE 3" WATER MAIN PIPE 4" WATER MAIN PIPE 6" WATER MAIN 8181 10" WATER MAIN PIPE SODDING FOUNDATION COURSE (REGULAR) ASPHALTIC CONCRETE.TYPE 8 ASPHALT CEMENT. FOR ASPHALTIC WATER. APPLIED SUBGRADE COMPACTION 61.000 EACH 1.000 EACH 61.000 EACH 2.000 EACH 00 2000.000 LIN FT 568.000 LIN FT 8.000 EACH 8529.000 LB 3962.000 LO 7.000 EACH 8.000 EACH 2.000 EACH 1.000 EACH 1:000 EACH 12.000 EACH 19.000 EACH 8.000 EACH 70.000 LIN FT 8.000 LIN FT 9.000 LIN FT 83.000 LIN FT 466774.0008 LIN FT 6616.0O3 ii0i..800 SQ YO 41242: • .310.000- TOM 8175.000 CONCRETE 4031,.000 GAL 139.000 -137.000- N GAL 41028.000 SQ YO CO CLASS 470-5; 478" oR 47C -S' Con/cure SHALL 95 UM (2) CLASS '478" CONCRETE SHALL BE USED CULVERT ITEMS ITEM MOBILIZATION ABANDON MANHOLE REMOVING MANHOLES REMOVING INLETS CAST IRON COVERS L FRAMES CAST IRON COVERS. FRAMES 6 FLANGES CAST IRON RING AND COVER RECONSTRUCTING MANHOLES MANHOLE AT STA. 19+85 MANHOLE AT STA. 21.15 MANHOLE AT STA. •22.79 MANHOLE AT STA. 26+18 MANHOLE AT5TA.26+75 MANHOLE AT STA. 27+25 MANHOLE AT STA. 38+98 MANHOLE AT STA. 41+73 MANHOLE AT STA. 44+12 MANHOLE AT STA. 44+57 29. LT. MANHOLE AT STA. 44+57 47' LT. MANHOLE AT STA. 44+95 TAPPING EXISTING MANHOLE REMOVAL OF EXISTING FLARED END SECTIONS TAPPING EXISTING SANITARY SEWER LINE -REMOVAL OF EXISTING PIPE CULVERT EXCAVATION FOA PIPE AND PIPE -ARCH CULVERTS AND HEADWALLS EXCAVATION FOR SEWERS EXCAVATION FOR INLETS AND JUNCTION BOXES CLASS "47A -S"."478" OR "47C -S" CONCRETE FOR INLETS ANO JUNCTION BOXES CLASS "47A-S"."478"0"47C-S".OR "AX" CONCRETE FOR COLLARS REINFORCING STEEL FOR INLETS AND JUNCTION BOXES QUANTITY UNIT 1.000 LUMPSUM 1.000 EACH 1.000 EACH 8.000 EACH 352000 3100.13.30 18 / 2258.000 18 2628.000 l8 2.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 0.000 4.000- EACH 1.000 EACH 1.000 - EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH CD 1.000 EACH 1.000 EACH 12.000 EACH 12.000 LIN FT 10.000 - CU YD 2569.000 ,2478.000 CU 90 367.000 464.000 - CU YD 81.340 - *0.836 CU YO 0.420 - - CU- 90 5180 LB REINFORCING STEEL FOR COLLARS 55.000 111 8AR TION11A6TES FOR 24" CONCRETE FLARED ENO- 1.000 ' EACH SEC BAR GRATES FOR 36" CONCRETE FLARED ENO 1.000 EACH SECTION BAR GRATES FOR 10" ROUND EQUIVALENT 3.008 EACH CONCRETE FLARED END SECTIONS 24" CONCRETE FLARED END SECTION 1.000 - EACH 36" CONCRETE FLAREO'END SE67I08 1.000 - EACH 18" ROUND EQUIVALENT CONCRETE FLARED 3.000 EACH ENO SECTION - 1216. 18" REINFORCED CONCRETE 5EWE8 PIPE 1.18 87 21" REINFORCED CONCRETE SEWER PIPE g3p0�2,.p0p0p0 LIN FT 24" REINFORCED CONCRETE SEWER PIPE 10!.8081 LIN FT 36" REINFORCED CONCRETE SEWER PIPE 148.000 118 FT - 18" ROUND EW6IVALENT REINFORCED CONCRETE 4.20•000622.°00 118 FT SEWER PIPE 4" CLAY SEWER PIPE 338.000 LIN PT 18" CONCRETE FLARED END SECTION 1.000 EACH BAR GRATES FOR ler CONCRETE '-FLARED 1.003 EACH END SECTION. CAST IRON GRATES ANO FRAMES 230.000 LDS. ,. ^'-*c STATE HI AID PRO/ELT NG SHEET NO 7 NDN M-5508 (I) 2-5, May 1, /98/ 0 July 27,1981' CULVERT ITEMS CONT. LOCATION 5+34.5 ON RT. BUILD 18" RD. EQ. x 78' R.C.S.P., CURB INLET TO 6+00 ON RT, 5 to JUNCTION BOX 48 4*50 ON RT. BUILD 36"x84' R.C.S.P. JUNCT. BOX 4B TO TO 5+32 ON CONC. FLARED END SECTION & BAR GRATE RT. • PLAN N0. 410 413 5+33 47.5' RT. BUILD JUNCTION BOX, X=5'0", YxYl = 4'2"x4'2" 443 120+75 - 26' RT. MARION RD. TO 121+00 - 26' RT. MARION RD. BUILD 18"x28' R.C.S.P. CURB INLET 18 TO CONC. 425-R1 COLLAR 120+75 - RT. BUILD CURB INLET, X=3'11", A=5'2", Y=6'0" 443 MARION RD. 120+30 - BUILD JUNCTION BOX, X=4'2", YxY1 = 2'6"x3'0" 443 MARION RD. STA. 120+30 BUILD 18"x99' R.C.S.P. CURB INLET IA TO 6' LT. JUNCTION BOX 3 MARION RD. TO 10+98 - 37' LT. W. 2ND ST. 10+98 - 37' LT. W. 2ND ST. BUILD CURB INLET, X=3'5", A=4'7", 0=6'0" 120+30 - 8UILD 18"x116' R.C.S.P. CURB INLET 4 TO 6' LT. JUNCTION BOX 3 MARION RD. TO 10+70 38' RT. W. 2ND ST. SUMMARY OF QUANTITIES INLETS AND' JUNCTION BOXES CONC. RE -STEEL 18+56 - 31' RT. TO 19+85 ON CL BUILD 18"x128' R.C.S.P. CURB INLET 8 TO MANHOLE 9 19+85 ON CL BUILD MANHOLE 1C 19+85 ON CL TO 19+75 - 27' LT. BUILD 18"x27' R.C.S.P. CURB INLET 10 TO MANHOLE 9 3.00 21 19+75 - BUILD CURB INLET, X=4'2", A=2'5", Y=12'0" 443 27' LT. 3.28 210 1.68 14 443 - 2.87 200 10+70 - BUILD CURB INLET, X=3'711", A=2'5", Y=6'0" 443 38' RT. W. 2ND ST. 120+30 - 6' LT. MARION RD. TO 120+75 - 26' RT. MARION RD. 120+30 - 6' LT. MARION RD. TO 120+29 - 53' LT. MARION RD. 120+29 - 53' LT. MARION RD. 120+29 - 53' LT. MARION RD. TO 120+59 - 47' LT. MARION RD. BUILD 18"xSS' R.C.S.P. CURB INLET 16 TO JUNCTION BOX 3 BUILD 24"x48' R.C.S.P. JUNCTION BOX 3 TO JUNCTION BOX 4A BUILD JUNCTION BOX, X=4'915", YXY1 = 3'005(3'0" 443 BUILD 18"x32.' R.C.S.P. CURB INLET 1 TO JUNCTION BOX 4A 120+59 - BUILD CURB INLET, X=3'71", A=4'7", Y=6'0" 443 47' LT. MARION RD. 2.14 173 19+85 ON CL TO 21+15 ON CL 21+15 ON CL 21+15 ON CL TO 21+05 - 27' LT. BUILD 24"x126' R.C.S.P. MANHOLE 9 TO MANHOLE 11 BUILD MANHOLE 10 BUILD 18" ROUND EQ. x 27' R.C.S.P. CURB INLET 10a TO MANHOLE 11 21+05 - BUILD CURB INLET, X=3'3", A=2'5", 0=8'0" 27' LT. 21+15 ON CL TO 22+79 ON CL 22+79 ON CL 22+61 - 27' RT. TO 22+79 ON CL BUILD 24"x160' R.C.S.P. MANHOLE 11 TO MANHOLE 14 443 BUILD MANHOLE 10 BUILD 18" ROUND EQ. X 31' R.C.S.P. CURB INLET 17 TO MANHOLE 14 22+61 - BUILD CURB INLET, X=3'3", A=2'5", 1=12'0" 27' RT. 22+69 - 27' LT. TO 22+79 ON CL BUILD 18" ROUND EQ. x 26' R.C.S.P. CURB INLET 18 TO MANHOLE 14 w, "ao ern m, STATE rip AID - P201101 NO 05011 NO 7 NEHN M-5508 ti) 2-S; 3.48 261 2.42 198 443 3.12 255 22+69 - BUILD CURB INLET, X=3'3", 5=2'5", 0=14'0" 443 27' LT. 022+79 ON CL TO i6 10 ON CL 25+75 296' BUILD 24"x3.3" R.C.S.P. MANHOLE 14 TO MANHOLE 17 O 2j+75 R/ -25.75 ON CL BUILD MANHOLE 10 28' 25'01 25+70 ON BUILD 18" ROUND EQ. x 44' R.C.S.P. CURB 0 2-7-' RT. TO INLET 16 TO MANHOLE 17 26.16 ON CL 25+75 35 85 25+7006 BUILD CURB INLET, X=3'3", A=2'5", Y=4'0" 443 R/ i}+ RT. 34' 0 08 25+5505 BUILD 18" ROUND EQ. x 28' R.C.S.P. CURB 2.28 15 R/ 2++ LT. TO INLET 15 TO MANHOLE 17 a O 25+75N CL R/ 26+8-25+5505 BUILD CURB INLET, X=3'3", A=2'5", 0=4'0" 443 L'T . - gg 25+10. ON CL BUILD 24"x+$3+ R.C.S.P. MANHOLE 17 TO R/ TO 27+25 ON CL MANHOLE 20 2.95 201 27+25 ON CL 27+07 - 27' LT. TO 27+25 ON CL BUILD MANHOLE 10 BUILD 18" ROUND EQ. x 30' R.C.S.P. CURB INLET 18 TO MhNHOLE 20 27+07 - BUILD CURB INLET, X=3'3", A=2'5", Y=4'0" 120+29 - BUILD 24"x54' R.C.S.P. JUNCTION BOX 4A TO 410 - 27' LT. 53' LT. CONC. FLARED END SECTION & BAR GRATE 413 MARION RD. 27+15 - BUILD 18" ROUND EQ. x 28' R.C.S.P. CURB TO 9+00 - 27' RT. TO INLET 19 TO MANHOLE 20 46' LT. 27+25 ON CL W. 2ND ST. 6+27 - 2' LT. BUILD CURB INLET, X=3'0/", A=2'5", Y=4'0" 443 1.65 107 W. 2ND ST. 6+19 - 31' RT. BUILD 18" ROUND EQ. x 34' R.C.S.P. CURB W. 2ND ST. TO INLET 2 TO CURB INLET 5 6+27 - 2' LT. W. 2ND ST. 6+19 - 31' RT. W. 2ND ST. BUILD CURB INLET, X=3'3", A=4'11", 0=4'0" 443 17+79 - BUILD CURB INLET, X=3'9/", A=2'5", Y=4'0" 443 27' LT. W. 2ND ST. 17+79 - BUILD 18" ROUND EQ. x 56' R.C.S.P. CURB INLET 27' LT. TO 6 TO CURB INLET 7 17+79 - 27' RT. 17+79 - BUILD CURB INLET, X=4'2", A=4'11", Y=14'0" 443 27' RT. 17+79 - BUILD 18" ROUND EQ. x 77' R.C.S.P. CURB INLET 27' RT. TO 7 TO CURB INLET 8 18+56 - 31' RT. 18+56 - BUILD CURB INLET, X=3'10", A=4'7", 0=12'0" 443 31' RT. 2.54 143 1.94 112 4.80 319 4.13 287 3.65 284 1.74 1.84 R/ 1.74 1 fT/ 443 1.74 109 27+15 - BUILD CURB INLET, X=3'3", A=2'5", Y=4'0" 443 1.74 109 27' RT. 27+25 ON CL TO EXISTING MH. #21 - 27+96 - 33' LT. BUILD 24"x74' R.C.S.P. MANHOLE 20 TO EXISTING MANHOLE 21 27+96 - TAPPING EXISTING MANHOLE 428-81 33' LT. 38+98 ON CL BUILD MANHOLE IC 38+88 - 27' LT. TO 38+98 CL BUILD 18"x2B' R.C.S.P. CURB INLET 23 TO MANHOLE 22 38+88 - BUILD CURB INLET, X=4'2", 0=2'5", 0=14'0" 443 4.01 291 27' LT. 38+89 - 27' RT. TO 38+98 CL BUILD 18"x2B' R.C.S.P. CURB INLET 24 TO MANHOLE 22 38+89 - BUILD CURB INLET, X=4'2", A=2'5", Y=16'0" 443 4.40 318 27' RT. 38+98 CL TO BUILD 18"x271' R.C.S.P. MANHOLE 22 TO 41+73 CL MANHOLE 22a 41+73 CL BUILD MANHOLE 10 R/ /Toy/,8/ CULVERT ITEMS CONT. 41+73 CL TO BUILD 18"x25' R.C.S.P. CURB INLET 21a TO 41+73 - MANHOLE 22a 27' RT. 41+73 - BUILD CURB INLET, X=4'2", A=2'5", 0=12'0" 27' RT. 41+73 CL TO BUILD 21"x236' R.C.S.P. MANHOLE 22a TO 44+12 CL 44+12 CL 44+12 CL TO 44+12 - 27' RT. MANHOLE 25 BUILD MANHOLE BUILD 18"x26' R.C.S.P. CURB INLET 27 TO MANHOLE 25 44+12 - BUILD CURB INLET, X=4'2", A=2'5", Y=6'0" 27' RT. 43+54 - 27' LT. TO 44+12 CL BUILD 18"x61' R.C.S.P. CURB INLET 28 TO MANHOLE 25 43+54 - BUILD CURB INLET, 0=4'2", A=2'5", Y=8'0" 27' LT. 44+12 CL TO BUILD 36"x50' R.C.S.P. MANHOLE 25 TO 44+57 - MANHOLE 30 29' LT. 44+95 - 30' RT. 44+95 - 30' RT. TO 44+57 - 29' LT. 44+57 - 29' LT. 44+57 - 29' LT. TO 44+98 - 27' LT. BUILD MANHOLE BUILD 21"x66' R.C.S.P. MANHOLE 26 TO MANHOLE 30 BUILD MANHOLE BUILD 18"x38' R.C.S.P. CURB INLET 29 TO MANHOLE 30 44+98 - BUILD CURB INLET, X=3'S", A=4'7", Y=10'0" 27' LT. 44+57 - 29' LT. TO 44+57 - 47' LT. 44+57 - 47' LT. BUILD 36"x14' R.C.S.P. MANHOLE 30 TO MANHOLE 31 BUILD MANHOLE 443 1C 443 443 1C 1C 443 1C SUMMARY OF QUANTITIES 3.48 261 2.43 177 2.78 204 3.58 257 1 32' RT. 115+10 - 20' RT. MARION RD. 115+10 - 20' RT. 114+44 - 30' RT. TO 115+10 - 20' RT. MARION RD. 11458 - 32' LT. MARION RD. 114+71 - 38' LT. TO 115+58 - 32' L BUILD 18" ROUND EQ. X 16' R.C.S.P. CURB 2C INLET 2A TO CONC. FLARED END SECTION & BAR 3C GRATE BUILD CURB INLE 2'101", A=4'11", Y=6'0" 443 BUILD 18" ROUND EQ. x 68' R.C. CURB INLET 2A TO CONC. FLARED END SECTIO GRATE BUILD CURB INLET, X=2'11" RD. 2C AR 3C 11", 1=6'0" 443 ROUND EQ. x BI' R.C.S.P. CURB INLET 2C CONC. FLARED END SECTION & BAR GRATE 3C 2.73 198 2.73 198 20+82 - BUILD 4"x51' CLAY SEWER PIPE 1 - TAP EXISTING LT. & RT. SANITARY SEWER LINE 23+05 - LT. BUILD 4"x17' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 31+55 - LT. & RT. BUILD 4"x54' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 33+86 - BUILD 4"x54' CLAY SEWER PIPE 1 - TAP EXISTING LT. & RT. SANITARY SEWER LINE 39+96 - LT. BUILD 4"x17' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 40+03. - LT. & RT. 40+61 - LT. 41+80 - LT. 43+36 - LT. 45+85 - LT. 47+54 - LT. 48+17 - LT. BUILD 4"x56' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE LOCATION 115+05 RT. 115+05 RT. TO 114+00 29.5' RT. 114+00 29.5' RT. 114+00 29.5' RT. TO 113+26 33' RT. 115+05 37' RT. TO 115+05 RT. 114+00 37' RT. TO 114+00 RT. 117+25 57' LT. 117+25 57' LT. TO 115+55 LT. 115+55 LT. 115+55 LT. TO 114+68 43' LT. CULVERT ITEMS CONT. BUILD CURB INLET X=2'108". A=5'2". Y=6'0" BUILD 18" ROUND EQ. x 105' R.C.S.P. CURB INLET 2A TO JUNCTION 80X 2B BUILD JUNCTION 80X X=2'4", 0x1, = 3'0"x3'0" BUILD 18" ROUND EQ. x 68' R.C.S.P. JUNCTION BOX 28 TO CONC. FLARED END SECTION & BAR GRATE BUILD 18" ROUND E0. CONC. FLARED END SECTION & BAR GRATE TO CURB INLET 2A PLAN NO. INLETS ANDTggxxEEjj C014&. UU IDNRE-STEEL 443 2.74 205 443 21 3C 2C 3C BUILD 18" ROUND EQ. CONC. FLARED END 2C SECTION & BAR GRATE -TO JUNCTION BOX 28 3C BUILD JUNCTION BOX X=2'31", Yx0, = 2'6"x2'6" BUILD 18"x171' R.0.5.8. JUNCTION BOX 38 TO CURB INLET 3A 1 - 6° HORIZONTAL ELBOW BUILD CURB INLET X=3'2", A=4'7", Y=6'0" BUILD 18"x81' R.C.S.P. CURB INLET 3A TO CONC. FLARED ENO SECTION C BAR GRATE 443 425 -RI 443 2C 30 1.28 1.07 2.70 15 12 198 ELECTRICAL ITEMS I TEM PULL 80X. TYPE PB -1 PULL BOX. TYPE PB -2 TRAFFIC SIGNAL. TYPE TS -1 TRAFFIC SIGNAL, TYPE TS -118 PEDESTRIAN SIGNAL. TYPE PS -1 PEDESTRIAN PUSH BUTTON. TYPE PPB TRAFFIC SIGNAL CONTROLLER, TYPE TC -2 TRAFFIC 51GNAL CONTROLLER, TYPE TC -3 VEHICLE DETECTOR. TYPE TD -3 VEHICLE DETECTOR, TYPE TD -5 COMBINATION MAST ARM SIGNAL ANO LIGHTING POLE, TYPE CMP -25-10 COMBINATION MAST ARM SIGNAL AND LIGHTING ROLE, TYPE CMP -25-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-12 COMBINATION MAST ARM SIGNAL ANO LIGHTING POLE. TYPE CNP -30-15 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -40-4 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -45-4 STREET LIGHTING UNIT. TYPE SL -A-40-6-0.25 STREET LIGHTING UNIT. TYPE SL -A-40-8-0.25 STREET LIGHTING UNIT. TYPE SL -A-40-10-0.25 STREET LIGHTING UNIT. TYPE SL -A-40-12-0.25 STREET LIGHTING UNIT, TYPE SL -A-40-15-0.25 STREET LIGHTING UNIT. TYPE SL -B-40-8-0.15 STREET LIGHTING UNIT, TYPE SL -B-40-6-0.25 2 -INCH CONDUIT UNDER ROADWAY 1 1/2 -INCH CONDUIT IN TRENCH 2 -INCH CONDUIT IN TRENCH 2 CONDUCTOR 014 AMG TRAFFIC SIGNAL CABLE 5 CONDUCTOR 014 AMG TRAFFIC SIGNAL CABLE 12 CONDUCTOR 014 AWG TRAFFIC SIGNAL CABLE 2 CONDUCTOR DETECTOR LEAD-IN CABLE STREET LIGHTING CABLE N0. 8 STREET LIGHTING CABLE N0. 8 BARE SERVICE CABLE LIGHTING CONTROL CENTER, TYPE QUANTITY UNIT 16.000 EACH 8.000 EACH 19.000 EACH 1.000 EACH 16.000 EACH 16.000 EACH 1.000 EACH 1.000 EACH 8.000 EACH 9.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 2.000 EACH 2.000 EACH 17.000 EACH 41.000 EACH 2.000 EACH 8:008 EACH (I 1.000 EACH 6.000 EACH 0.000 -E,eeo- EACH 2-482.000 LIN FTI/lrl 57.000 LIN FT ��//JJ 10271.000 --0544-.000 LIN FT 2712.000 LIN FT 123.000 LIN FT 889.000 LIN FT 785.000 LIN FT 21924.000 2-2544.000 LIN FT 10962.000 44254•400 LIN FTC) 502.000 LIN FT 4.000 EACH , xnAc TACK COAT SS -1, SS -1h, CSS -1. OR CSS -1h FED AID SMEE1 ,,8,SUMMALT NO 80 1 *Bh M-5508 (1) 2"S3 ei May /, /98/ TYPES OF ASPHALTIC OIL TO BE USED TACK COAT SS -1, SS -1h, CSS -1. OR CSS -1h GRADE OF ASPHALT CEMENT TO BE USED 85-100 PEN. GRADE: AASHTO DESIGNATION M-20 amended to provide that viscosity shall not be less than 800 Poises at 140° F. OR AC -I0 VIS. GRADE: AASHTO DESIGNATION M-226 ASPHALTIC CONCRETE FOR PATCHING MAY BE ANY OF THE TYPES SHOWN IN THE SUMMARY OF QUANTITIES CULVERT ITEMS CONT. LOCATION PLAN N0. 5+34.5 ON RT. BUILD 18" RD. F.Q. x 78' R.C.S.P., CURB INLET TO 6+00 ON RT. 5 to JUNCTION BOX 4B 4+50 ON RT. BUILD 36"x84' R.C.S.P. JUNCT. BOX 4B TO 410 TO 5+32 ON CONC. FLARED END SECTION & BAR GRATE 413 RT. 5+33 47.5' RT. BUILD JUNCTION BOX, X=5'0", YxYl = 4'2"x4'2" 443 120+75 - BUILD 18"x25 R.C.S.P. CURB INLET 18 TO CONC. 425-R1 26' RT. COLLAR MARION RD. TO _ 121+00 - 26' RT. MARION RD. 120+75 - RT. BUILD CURB INLET, X=3'11•, A=5.2", Y=6'0" 443 MARION RD. SUMMARY OF QUANTITIES INLETS AND' JUNCTION BOXES CONC. RE -STEEL 3.00 21 3.28 210 120+30 - BUILD JUNCTION BOX, X=4'2", YxYl = 2'6"x3'0" 443 1.68 14 MARION RD. STA. 120+30. BUILD 18"x99' R.C.S.P. CURB INLET IA TO 6' LT. JUNCTION BOX 3 MARION RD. TO 10+98 - 37' LT. W. 2ND ST. 10+98 - 37' LT. W. 2ND ST. BUILD CURB INLET, X=3'5", A=4'7", Y=6'0" 443 144.44 - BUILD 18"x116• R.C.S.P. CURB INLET 4 TO Ji3NeTi9M- BOX..- 3 MAR -PON -RD, TO 10+70 - 38' RT. W. 2ND ST. 10.70 - BUILD CURB INLET, X=3'71', A=2'5", 0=6'0" 443 38' RT. W. 2ND ST. 120.30 - BUILD 18"x59' R.C.S.P, CURB INLET 1B TO 4' LT. JUNCTION BOX 3 MARION RD: TO 120+75 - 26' RT. MARION RD. 120+30-- - ----BUILD 24"x48' R.C.S.P. JUNCTION BOX 3 TO 6 -'-LT. JUNCTION BOX 4A MAR19N--RD, TO 120+29 - 53' LT-. MARION RD. 120+29 - 53' LT. MARION RD. 120+29 - 53' LT. MARION RD. TO 120+59 - 47' LT. MARION RD. BUILD JUNCTION BOX, X=4'91", YxY1 = 3'0"x3'0" 443 BUILD 18"x32' R.C.S.P. CURB INLET 1 TO JUNCTION BOX 4A 120+59 - BUILD CURB INLET, 0=3'71", A=4'7", 0=6'0" 443 47' LT. MARION RD. 120+29 - BUILD 24"x54' R.C.S.P. JUNCTION BOX 4A TO 410 53' LT. CONC. FLARED END SECTION & BAR GRATE 413 MARION RD. TO 9+00 - 46' LT. W. 2ND ST. 6+27 - 2' LT. BUILD CURB INLET, X=3'01", A=2'5", Y=4'0" 443 W. 2ND ST. 6+19 - 31' RT. BUILD 18" ROUND EQ. x 34' R.C.S.P. CURB W. 2ND ST. TO INLET 2 TO CURB INLET 5 6+27 - 2' LT. W. 2ND ST. 6+19 - 31' RT. W. 2ND ST. 17+79 - 27' LT. W. 2ND ST. 17+79 - 27' LT. TO 17+79 - 27' RT. 17+79 - 27' RT. 17+79 - 27' RT. TO 18+56 - 31' RT. BUILD CURB INLET, X=3'3", 0=4'11", 0=4'0" 413 BUILD CURB INLET, X=3'91", A=2'5", 0=4'0" 443 BUILD 18" ROUND EQ, x 56' R.C.S.P. CURB INLET 6 TO CURB INLET 7 BUILD CURB INLET, X=4'2", A=4'11", 0=14'0" 443 BUILD 18" ROUND EQ. x 77' R.C.S.P. CURB INLET 7 TO CURB INLET 8 18+56 - BUILD CURB INLET, X=3'10", A=4'7", Y=12'0" 443 31' RT. i 2.87 200 2.14 173 2.28 15 2.95 201 1.65 107 2.54 143 1.94 112 4.80 319 4.13 287 18+56 - 31' RT. TO '19+85 ON CL 19+85 ON CL -19+85 ON CL TO 19+75 - 27' LT. BUILD 18"x128' R.C.S.P. CURB INLET 8 TO MANHOLE 9 BUILD MANHOLE 1C BUILD 18"x27' R.C.S.P. CURB INLET 10 TO MANHOLE 9 If4iF, kaw k M STAT( PROJECT N0. 588 1 �° 1 MEM M•5508 ,Q I2-5 1 19+75 - BUILD CURB INLET, X=4'2", A=2'5", 0=12'0" 443 27' LT. 3.48 261 19+85 ON CL BUILD 24"x126' R.C.S.P. MANHOLE 9 TO TO 21+15 ON MANHOLE 11 CL 21+15 ON CL 21+15 ON CL TO 21+05 - 27' LT. BUILD MANHOLE 1C BUILD 18" ROUND EQ. x 27' R.C.S.P. CURB INLET 10a TO MANHOLE 11 21+05 - BUILD CURB INLET, X13'3", 0=2'5", 0=8'0" 443 2.42 198 27' LT. 21+15 ON CL BUILD 24"x160' R.C.S.P. MANHOLE 11 TO TO 22+79 ON - MANHOLE 14 CL 22+79 ON CL BUILD MANHOLE 1 22+61 - BUILD 18" ROUND EQ. x jl' R.C.S.P. CURB 27' RT. TO INLET 17 TO MANHOLE 14 22+79 ON CL 22+61 - 27' RT. 22+69 - 27' LT. TO 22+79 ON CL 22+69 - 27' LT. 1C BUILD CURB INLET, X=3'3", A=2'5", 0=12'0" 443 BUILD 18" ROUND EQ. x 26' R.C.S.P. CURB INLET 18 TO MANHOLE 14 BUILD CURB INLET, X=3'3', 0=2'5", 0=14'0" 443 22+79 ON CL BUILD 24"x3-35' R.C.S.P. MANHOLE 14 TO TO 26+18 ON MANHOLE 17 CL 26+18 ON CL BUILD MANHOLE - 10 25+85 - 27' RT. TO 26+18 ON CL BUILD 18" ROUND EQ. x 40' R.C.S.P. CURB INLET 16 TO MANHOLE 17 25+84'- BUILD CURB INLET, X=3'3", A=2'5", Y=4'0" 27' RT. 26+08 - 27' LT. TO 26+18 ON CL BUILD 18" ROUND EQ. x 2e' R.C.S.P. CURB INLET 15 TO MANHOLE 17 26+08 - BUILD CURB INLET, X=3'3", A=2'5", 0=4'0" 27' LT. 26+18 ON CL BUILD 24"x103' R.C.S.P. MANHOLE 17 TO TO 27+25 ON CL MANHOLE 20 3.11 255 3.65 284 443 1.74 109 443 1.74 109 27+25 ON CL BUILD MANHOLE 1C 27+07 - 27' LT. TO 27+25 ON CL BUILD 18" ROUND EQ. x 90' R.C.S.P. CURB INLET 18 TO MANHOLE 20 27+07 - BUILD CURB INLET, X=3'3", A=2'5", 0=4'0" 27' LT. 27+15 - 27' RT. TO 27+25 ON CL 27+15 - 27' RT. 27+25 ON CL TO EXISTING MH. 421 - 27+96 - 33' LT. 27+96 - 33' LT. BUILD 18" ROUND EQ. x 28' R.C.S.P. CURB INLET 19 TO MANHOLE 20 443 1.74 109 BUILD CURB INLET, X=3'3", 0=2'5", 0=4'0" 443 BUILD 24"x74-' R.C.S.P. MANHOLE 20 TO EXISTING MANHOLE 21 TAPPING EXISTING MANHOLE 428-R1 38+98 ON CL BUILD MANHOLE 1C 38+88 - 27' LT. TO 38+98 CL BUILD 18"x20' R.C.S.P. CURB INLET 23 TO MANHOLE 22 38+88 - BUILD CURB INLET, X=4'2", 0=2'5", Y=14'0" 443 27' LT. 38+89 - 27' RT. TO 38+98 CL 38+89 - 27' RT. BUILD 18"x28' R.C.S.P. CURB INLET 24 TO MANHOLE 22 BUILD CURB INLET, X=4'2", A=2'5", 0=16'0" 443 38+98 CL TO BUILD 18"x271-' R.C.S.P. MANHOLE 22 TO 41+73 CL MANHOLE 22a 41+73 CL BUILD MANHOLE 10 1.74 109 4.01 291 4.40 318 CULVERT ITEMS CONT•. TO BU LD 18"x25' R.C.B.P, CURB INLET 21a To MANHOLE 22a 41+73 - 80ILD CURB INLET, X-4'2", A"2'5", 2=12.0" 443 27' RT. 41+73 CL TO BUILD 21"x236' R.C.S.P. MANHOLE 22a TO 44+12 CL - MANHOLE 25 - - 44+12 CL BUILD MANHOLE 1C 44+I2. C,L TO BUILD 18'x2' R.C.S.P. CURB INLET 27 TO 44+12 - MANHOLE 25, 27' RT;. 44+12 + /MILD CURB INLET, X-4'2", A"2'3", Y"6'0" 443 27' M. :43+34 - 14422 b 18"1[61' R.C.6.P CURB INLET 28 TO 27' LT. TO - MAM80LTI -25' 44+12 LL 43+54 - , t BUILD CORE 1NL77, 04'2", A"2'5", 2-8'=0" 443 27' LT: 44+12 CL TO B01LD 36"x58' R.C.S:P. MANHOLE 25 TO 44.57 - ' - MANHOLE 30 29' LT.. 44+95 - BUILQ MAN80LE 1C 30' 44+95- 80140 21"x64' R.C.S.P. MANIl0LE 26 TO 30'- Bt. 70 ' NILE30' - - 44+57 29' LT. 4+57,- BUILD MANHOLE 1C 29' LT. - - 44+57 - - BUILD 18"x38' R.C.B.P. CURB INLET 29 TO 29'LT. TO MANHOLE 30 '44+98 ... 27 TiT. ` 44+93'- BUILD CURB INLET, X"3'5", A-4'7", Y=10'0" 443 27' LT. 44+57 - B0ID0 36"x14' R.C.S.P. MANHOLE 30 TO 29+ LT. TO MANHOLE 31 44+57 41' LT. 44+57 - 47' LT. BUILD MANHOLE 1C SUMMARY OF QUANTITIES 3.48 261 2.43 177 2.78 204 3.58 257 1 - BUILD 18" ROUND EQ. X 16' R.C.S.P. CURB 2C 32' RT. -. INLET 2A TO CONC. FLARED END SECTION & BAR 3C 115+10 - GRATE 20' RT. MARION RD. 115+10 - BUILD CURB INLE 20' RT. 101/2", A=4'11", Y.6'0" 443 114+44 - BUILD 18" ROUND EQ. x 68' R.C. CURB 2C 30' RT. TO INLET 2A TO CONC. FLARED END SECTS.: :AR 3C 115+10 - GRATE 20' RT.. MARION RD. 115+58 - BUILD CURB INLET, X-2'11. 11", Y"6'0" 443 32' LT. MARION RD. 114+71 - BUILD ROUND EQ. x NU' R.C.S.P. CURB INLET 2C 38' LT. TO . CONC. FLARED END SECTION & BAR GRATE 3C 115+58 - 32' RD. 2.73 198 2.73 198 20+82 - LT. & RT. 23+05 - LT. BUILD 4"x51' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE BUILD 4"x17' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 31+55 - BUILD 4"x54' CLAY SEWER PIPE 1 - TAP EXISTING LT. & RT. SANITARY SEWER LINE 33+86 - BUILD 4"x54' CLAY SEWER PIPE 1 - TAP EXISTING LT. & RT. SANITARY SEWER LINE 39+96 - LT. BUILD 4"x17' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 40+03 - BUILD 4"x56' CLAY SEWER PIPE 1 - TAP EXISTING LT. & RT. SANITARY SEWER LINE 40+61 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 41+80 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 43+36 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 45+85 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 47+54 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 48+17 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE LOCATION 115+05 RT. 115+05 RT. TO 114+00 29.5' RT. CULVERT ITEMSCONT X=2LDOt", A=5'2". Y=6.0.. BUILD 18" ROUND EQ. x 105' R.C.S.P. CURB INLET 2A TO JUNCTION BOX 28 14.111 BUILD JUNCTION BOX RT. X=2'4", TAY, = 3'0"x3'0" 114+00 BUILD 18" ROUND EQ. x 68' R.C.S.P. 2C 29.5' RT. JUNCTION BOX 2B TO CONC. FLARED END 3C TO 113+26 SECTION C BAR GRATE 33' RT. 115+05 BUILD 18" ROUND EQ. CONC. FLARED END 2C 37' RT. TO SECTION 0 BAR GRATE TO CURB INLET 2A 3C 115+05 RT. :114+00 BUILD 18" ROUND EQ. CONC. FLARED END 2C 3 RT. TO SECTION 1 BAR GRATE,TO JUNCTION BOX 2B 31 114+00 RT. INLETS - PLAN N0. >•[' 443 2.74 205 443 117+25 57' LT. 117+25 57' LT. TO 115.55 LT. 115+55 LT. 115+55 LT. TO 114.68 43' LT. BUILD JUNCTION 80X X=2'3Y2". Y.Y, = 2'6"x2'6" 'BUILD 18"x171' R G.S.P. JUNCTION- BOX 30 i0 CURB INLET 3A 1 - 6" HORIZONTAL ELBOW BUILD CURB INLET X"3'2". A=4'7", Y=6'0". BUILD 18"x81' R.C.S.P. 2C CURB INLET 3A TO CONC. FLARED END 3C SECTION C BAR GRATE 443 425-R1 443 1.28 15 1.07 12 2.70 198 ELECTRICAL ITEMS ITEM PULL 60X.,TYPE P8-1 PULL 80X. TYPE PB -2 TRAFFIC SIGNAL. TYPE TS -1 TRAFFIC SIGNAL, TYPE TS -[t8 PEDESTRIAN SIGNAL. TYPE PS -1 PPEOESTRIAN PUSH SUTTON. TYPE TRAFFIC SIGNAL. CONTROLLETI. TYPE TC -2 • TRAFFIC SIGNAL CONTROLLER. TYPE TC -3 VEHICLE DETECTOR. TYPE VEHICLE DETECTOR. TYPE COMBINATION MAST ARM SIGNAL AMC LIGHTING POLE. TYPE CMP -25.-10 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -25-12 .. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -30-12 - COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CN► -30-15 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -40-4 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -45-4 STREET LIGHTING UNIT. TYPE SL -A-40-6-0.25 STREET LIGHTING UNIT. TYPE SL -A-40-8-0.25 STREET LIGHTING UNIT. TYPE SL -A-40-10-0.25 STREET LIGHTING UNIT. TYPE SL -A-40-12-0.25 QUANTITY UNIT 16.000 EACH 8.000 EACH 19.000 - EACH 1.000 -EACH 14.000 • EACH 14.000 EACM 1.000 .. EACH 1.000 'EACH 8.000 • EACM 9.000 - EACH 1.000 - EACH 1.000 EACH 1.000 EACH 1.000 EACH 2.000 EACM 2.000 EACH 17.000 EACH 41.000 EACH 2.000 EACH EACH R) STREET LIGHTING UNIT. TYPE 1.000 EACH SL -A-40-15-0.25 STREET LIGHTING UNIT, TYPE 6.000 EACH SL -8-40-8-0.15 STREET LIGHTING UNIT. TYPE 0.000 -1r000- EACH R/ 51-8-40-6-0.25 2 -INCH CONDUIT UNDER ROADWAY 3457.000 43 8i�p0 LIN :Tree 1 t/2 -INCH CONDUIT IN TRENCH 57.000 1111 FT �w �\..::�/ 10271.000 2 -INCH CONDUIT IN TRENCH 10,241.000 -1051L000 LIN FT TGG 2 CONDUCTOR 414 AWG TRAFFIC SIGNAL CABLE 2712.000 LIN FT 5 CONDUCTOR 414 AWG TRAFFIC SIGNAL CABLE 123.000 LIN FT 12 CONDUCTOR 014 AWG TRAFFIC SIGNAL 889.000 LIN FT CABLE 2 CONDUCTOR DETECTOR LEAD-IN CABLE 785.000 LIN FT STREET LIGHTING CABLE 21924.000 225-14.000 l IN F T ®. NO. 8 STREET LIGHTING CARIE 10962.000 NO. 8 BARE'" LIN fT SERVICE CABLE 502.000 LIN FT LIGHTING CONTROL CENTER. TYPE 4.000 EACH R frR TACK COAT SS -1, SS -1h, CSS -1 OR CSS-lh 85-100 PEN. GRADE: AASHTO DESIGNATION M-20 amended to provide that vixosity shall not be less than 800 Poises &t•140 F. OR AC -10 VIS. GRADE: AASHTO DESIGNATION M-226 .�67 SINE 110060 44 MTBIt. M-5508-40. -5 e) May 1, /981 6 Ju/y 27, /98/ TYPES OF ASPHALTIC OIL TO BE USED TACK COAT SS -1, SS -1h, CSS -1 OR CSS-lh GRADE OF ASPHALT CEMENT TO BE USED 85-100 PEN. GRADE: AASHTO DESIGNATION M-20 amended to provide that vixosity shall not be less than 800 Poises &t•140 F. OR AC -10 VIS. GRADE: AASHTO DESIGNATION M-226 ASPHALTIC CONCRETE FOR PATCHING MAY BE ANY OF THE TYPES SHOWN IN THE SUMMARY OF QUANTITIES 41*73 CL TO ' 41+73 - 27' RT. 41+73 - v' 27' RT. \ 41+73 CL TO 44+12 CL k 44+12 CL 44+12 CL TO ,44+12 - ✓'` 27' RT. 44+12 - 27' RT. 43+54 27' LT. TO 44*12 CL 43+54 - 27' LT.' 44+12' L TO 44+57 - + 29' LT. 44+95 - 30' RT. 44+9i► - .&Q' RT. 44+57 - 29' LT. 44+57 +. 29' LT. CULVERT ITEMS CONT. BUILD 18"x25' R.C.S.P. CURB INLET 21a TO MANHOLE 22a BUILD CURB INLET, X=4'2", A=2'5', Y=12'0" 443 BUILD 21"x236' R.C+S.P. MANHOLE 22a TO MANHOLE 25 BUILD MANHOLE BUILD 18"g]*" R.C.S.P. CURB INLET T7'T0 MANHOLE BUILD CURB INLET, X-4'2', A=2'5", Y-6'0' BUILD 18."2161' R.C.S.P. CURB INLET 2R TO MANHOLE 25 BUILD CURB INLET, X.4'2", A=2'5", Y=8'0" BUILD 36"Y5*' R.C.S.P. MANHOLE 25'TO MANHOLE 10 BUILD MANHOLE BUILD 21_"xyi' R.C.S.P. MANHOLE 26. TO TO MANHOLE ;30 44+57 -✓ 29' LT. TO 44+98 -*-' 27' LT. BUILD MANHOLE BUILD 18"X18' R.C.S.P. CURB INLETf29 TO MANHOLE: (30. 44+98 - BUILD CURB INLET, X=3'5", A.4'7", Y=10'0" 27' LT.*" 44+57 - 29' AT. TO 44+57 - 4}' 44+5/ - 49' LT. ' 115.28 - !% 115+10--, „4/At--R3-. FlArned 115+10 - 20' RT. 114+44- 30' 14+44--30' RT. TO 115.10., 20' 15.18'.- 20' RT. MARION RD. 115+5, - 32' LT. MARION RD. 114+74 -- 38. LT. TO .115+58 - 32' LT. MARION RD. 20+82 LT. & RT. BUILD 36"x14' R.C.S.P. MANHOLE 30 TO MANHOLE 31 BUILD MANHOLE 1C 443 443 1C 443 1C BUILD 18" ROUND EQ. 4(-44+ R.C.O.P. CURB 2C INLET 2A TO CONC. FLARED END SECTION & YIAR 3C GRATE -- BUILD CURB INLET, X=2'1011", A=4'31-", Y=6'0" 443 BUILD 18" ROUND EQ. x-661. R.C.S.P. CURB INLET 2A TO CONC. FLARED- END BTCTION 1& BAR GRATE ; BUILD CURB INLET, X=2,14", A=4'11", Y=6'0" . 443 BUILD 18" ROUND EQ. x $iR.0.S.P.-CURB-INLET 2C 3A--40 CONC. FLARED END SECTION & BAR GRATE 3C BUILD 4"x51' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 23.05 - LT. BUILD 4"x17' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 31+55 - BUILD 4"x54' CLAY SEWER PIPE 1 LT. & RT. SANITARY SEWER LINE 33+86 - BUILD 4"x54' CLAY SEWER PIPE 1 LT. & RT. SANITARY SEWER LINE 39+96 - LT. BUILD 4"x17' CLAY SEWER PIPE 1 SANITARY SEWER LINE 40+03 - LT. & RT. - TAP EXISTING - TAP EXISTING - TAP EXISTING BUILD 4"x56' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 40+61 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 41+80 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 43+36 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 45+85 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 47+54 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE 48+17 - LT. BUILD 4"x15' CLAY SEWER PIPE 1 - TAP EXISTING SANITARY SEWER LINE SUMMARY OF QUANTITIES 3.48 261 2.43 177 2.78 204 3.58 257 2.73 198 2.73 198 ELECTRICAL ITEMS ITEM PULL BOX. TYPE P8-1 PULL BOX. TYPE P8-2 TRAFFIC SIGNAL. TYPE TS -1 TRAFFIC SIGNAL, TYPE TS -118 PEDESTRIAN SIGNAL. TYPE PS -1 PEDESTRIAN PUSH BUTTON. TYPE PPB TRAFFIC SIGNAL CONTROLLER, TYPE TC -2 TRAFFIC SIGNAL CONTROLLER. TYPE TC -3 VEHICLE DETECTOR, TYPE TD -3 VEHICLE DETECTOR. TYPE TO -5 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -25-10 COMBINATION MAST ARM SIGNALFANO LIGHTING POLE. TYPE CMP -25-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-15 COMBINATION MAST ARM SIGNAL ANO LIGHTING POLE, TYPE CMP -40-4 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -45-4 STREET LIGHTING UNIT. TYPE SL -A-40-6-0.25 STREET LIGHTING UNIT, TYPE SL -A-40-8-0.25 STREET LIGHTING UNIT, TYPE SL -A-40-10-0.25 STREET LIGHTING UNIT. TYPE SL -A-40-12-0.25 STREET LIGHTING UNIT. TYPE SL -A-40-15-0.25 STREET LIGHTING UNIT. TYPE SL -B-40-8-0.15 STREET LIGHTING UNIT, TYPE SL -8-40-6-0.25 2 -INCH CONDUIT UNDER ROADWAY 1 1/2 -INCH CONDUIT IN TRENCH 2 -INCH CONDUIT IN TRENCH 2 CONDUCTOR 014 AWG TRAFFIC SIGNAL CABLE 5 CONDUCTOR 014 AWG TRAFFIC SIGNAL CABLE 12 CONDUCTOR 014 AWG TRAFFIC SIGNAL CABLE 2 CONDUCTOR DETECTOR LEAD-IN CABLE STREET LIGHTING CABLE NO. 8 STREET LIGHTING CABLE NO. 8 BARE SERVICE CABLE LIGHTING CONTROL CENTER. TYPE QUANTITY UNIT 16.000 EACH 8.000 EACH 19.000 EACH 1.000 EACH 16.000 EACH 16.000 EACH 1.000 EACH 1.000 EACH 8.000 EACH 9.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 2.000 EACH 2.000 EACH 17.000 EACH 41.000 EACH 2.000 EACH 3.000 EACH 1.000 EACH 6.000 EACH 1.000 EACH 3482.000 57.000 10511.000 2712.000 123.000 889.000 LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT 785.000 LIN FT 22514.000 LIN FT 11257.000 LIN FT 502.000 LIN FT 4.000 EACH u,.. SLATE lED Ap 85-100 PEN. GRADE: AASHTO DESIGNATION M-20 amended to provide that viscosity shall not be less than 800 Poises at 140' F. OR AC -10 VIS. GRADE: AASHTO DESIGNATION M-226 .t6 NO ?ROW NO. AO.t 1 NEN'M- 5508 -(1) 2•S. TYPES OF ASPHALTIC OIL TO BE USED • TACK COAT 88-1, SS -1h, CSS -1 OR CSS-lh GRADE OF ASPHALT CEMENT TO BE USED 85-100 PEN. GRADE: AASHTO DESIGNATION M-20 amended to provide that viscosity shall not be less than 800 Poises at 140' F. OR AC -10 VIS. GRADE: AASHTO DESIGNATION M-226 ASPHALTIC CONCRETE FOR PATCHING MAY BE ANY OF THE TYPES SHOWN IN THE SUMMARY OF QUANTITIES , m-sse8(/) 2-A , SCALE: /r50 .411••••••••••••••••• .4475:3-00/ 2-A2 Ju/y 27/96/ . 1.4t,"-"Aivnrn.: .!•'7'`7S.:.;•••50.4.4,..:,•,', • •-•-- •:•••,%": 11.111111111r FED A4- 5508 (/) 2-A3 4 N45,:r4 • Pe Fr r-F—rre r f it4AANAX71A.1';; 1 r • r SCALE: 1=50' 4 The /oea/ion of a// 'era/ and underyround u/i/i/y fie/Aries may no/ be indica/td in thele plans. e/nderyraund ufi/ii/es eche/her ,neta/ed or no/ mi// be Lotafed and F/a9ged by h,. ufililies a/ /he nyder/ of the eon/Age/or No exed a/ion tai// be perrnii/ed in /he Area of underground ulibly Fac,lilies un/d al/ such fac,i,lies have been Luca/ed and Ade/71/1'7e°' /o /he satiseac/ian of e// Parties. The Eccara/ion mus / be aeeomp/fished with ex/reme are in arder /o avoid say possibi/i/y of damage in /he ufi/i y Tfr Con/rac/ar mi// be r yuired ch Frrnisb omete areal. 1hr excess exca.va.-yore on -I-his project. LTH CONTRACTOR WILL NOT BE REQUIRED TO FURNISH BORROW ON THIS PROJECT. E Top Fire N}ds'/em T.! AASPike /ii Pace Po/e • • -$A1 _ -lY$�'d'ezfffi sty bight--$ .etzV /14V67 3t l2^asY) Sec. /0,77 7,V., R to w Disk es Light Pole Pi Sta. _ /0'`00 / Z wo = 07°OZ'Rf. D= P =5729578' T =352109' L = 703 333' PC S/a. _ 4789 PT 51a.= 13,'5/ 22 7 : l_111/349(111 3_� s em. //, r7iV., R /0 N/ © May 48/ Serge TC .B sed =-n To/a/ tsr Projet/ 6 Earthruo-k /Measured in Embunkmen/ - Cu Yds /is/ad/is/,rd Quin ') S� of-iv/lch 37,29 Cu Yds 6/72// be Exaava/ed os 4eua in the Cross .ire/tuns. SES /' 5q'r z 5 ht 55 kY=58. 5443,5 Flee =-42-74 PV. -Sea 8 rk-b' =85 of €kw 4715 1 41e11111L`2.! lkgio »/ro ,y-SftMN - 1,17,4 - lirektgri Sf" 4 - �gm $-Crvzsek ,gee1 _._- --- nr�. __Jfra n�nn—Twee g - I ee— ft /G PLATE I --.PLAN PROFILE E T..O.0 TELEDYNE POST, CHICAGO Sec. /O, T 7 Al., R. I0 W. a Sec.//, T.IN.,R/0W Pisk in Power Pole Disk in Power Pole PI Sta=/9'//5O W Om' St. 6=7'49' Kt. O=3'45' g=/52788' T = /04.384' L = 208.444' P.C.Sta.=/8f02/Z P. T Sta.= f.04/5.5G o I NANA mn 41:rsaglrl 4 I PISA' in Light Fble Oisk in C.,Vrt Pole Be0 TO J5 O Scak: /".SO' PLAT' 1 PLAN PROFILE B P R ST ALJARO Sec. r7AL,K. 10 W. c‘, 45 40 30 Ni N, Ostam E/ey /9/0 ----"Ar 22 tI -o. 2 %.'• E E Be Used) 12ij spiky i/7 5ETCor. Laird and'21€1. Elev= /14173 Rev=i39.92. . 4 0.2'747% 7 /V , g. /0 W. EsOhal/na/Air _ . ! ilD ROY, • rto Torr ix) 7 i M-S5:574i y MJ:I; 277,B,19,31 '&445 1?.1?.Spike P? 8,1. 011 EA Ches,fnut Ond 2 EMI/ -19412.67 /ev =40 t N ;0114*4 spke Approx ASO' 5 4 Al Barnes:and 2'1.4 E4eot941.79 iez= .574a. '<so Ek.c/ = • • 2 PC.= •• 4 • • 1,1 0, 1/4r) I 4'1 2 or, •ft,1 '11 23 24 25 26 (4- 1. 27 28 29 ,9 iC) *t' 30 3f 32 3 3# 35 36 so' Scale: P1-60' Harz., ,fi* 5' Vert. 4 45 40• 35 30 PI. �°O' Cai. 57eee/ F. Co POS?‘ 5ed. I/ T 7 N., R. /0 Kl 49'k iri t/We cfl k "7 Gigh/ Pale I i / / : I 4 % 4 / / / / / / / / / % / '4 / 1 B.A1.*L5 RR spike in tight 20' Right: N. Wood /and and P.q51. lev ‘; 1928. 45 9 5-10. 7 leg =i34.60 DaLmEky...mo) `41) 1 UN t, I A A A- ssi ,e+ -CA 36 38 39 ' te, CIA J Ic19\ ;4' c5-1 11 -t n_ 41 s3i 441(4 ..-5-ur4-eyect 9 7o Ae• [1.5co' sec.11, r7AL, g. /OW. VD 00/0 L. •••., _J tc) .M. .6 M. Cor; Conc4ete slab a : f W cu lin4, of Pl.= 5 484_ ckv 322; VC.= proxO'R, ht est awn o North iev 1933.L e,r.fl Sule:r=5.0' &4e: /*\,;50' tiefrz /"*5` —H 4 •2 k133 '8 ,e; tv;cd \ i tA CA CA 1 n r • ki-1 ; NN1 o- cti. m NI L 1 L 42 43 44 Cs. -;; 4- 4 45 35 3D 45 Sec. /l, r7/v, R. /O W. LA LC/4 I I I I ._J I Surveyeo' 0 4 0 73 bet c1; PI 00' O3' Rt Sec.// T.7N.,RIOW. NE Cor. OVTTON CA/NSON &d9. '"" I ..o.. Ro Oisk in Liyht Pot 7 IR=H„ IM-SSdB//f 7 Sec. /Z, 7: '7N., R.10 W. Oisk in Oght Pok PI =sty 564 95 fk -3310 %// //////// • /// //17////// Sc.k. I�s50' I -0'450" % ggggg Diw r ELev. _ /905 50 5/ 52 53 55 56 57 5.8 59 60 6/ G2 43 Gof PLATE 1 PLAN PROFILE B P R Sr ANOARO Na// �n PP • e /✓brion Rood 0 Nai/ /a !?P Sec. 10, 7:7 Al, R. /O W • Surveyed E f E .b BC U3C0''T Sec. /l, T '7 N, R. /OW 7 lTDID DIF�A PRO,NO. M -..1L5081// Ri Na, 1,81 a c/ee `- F/ev- 1144 a' 3 i .r 2•Tdez J>rkA S5 45 r--- &-$is ce• /43/ €,-ev-a46.6e- 55 —VC-456Y S e`RSf✓a/fA► OIP"-P=�� rlL _ yrwLO�:�E rA0/. INNIP nini OODMMIMM O /N - ' n.7439 11.---1 WeiliMma os El IM i ill Ms l • ■ ,4�,� 'rMPsuuava- -""3/t1 1i iiv:fiiiu WMNM .rruii L'/• 50 45 • 19 -t- IM= it fQc I ro d sin WM.0V-4r YMMILSLY ON NOM •° iti v yam# 4 -cc- -6r— 'E `L c9 n tO 4-1 I/O //2 //3 //i 1/5 //6 //7 //8 //9 MO /V /22 PLATE 1 -PLAN PROFILE E. P. A. STAEYAND TELEDYNE POST. CHICAGO I PLATE 1-SINarPLA1:7NAZFILE-ULL L.E 14) N .... E cram/ or 11 ff peinen74 7 i•--, 141-.550.80) SIMIT1 NO 9 Sec. /0, T 7/1/, ,Q/0/4/ .., Nail In PP th -.. Lr).. c\i cr) Qt. . _ Nad /f7 p/2 t. 1.3 ' , I Su rueveci E 4 Z 7o Se Used; ____, I 1— ... NI 111 Z Nu 'N. I T ' i c// T 7 N, I 12 /DAV ---iNF-— Skald, /",5" 1 Fr, v tz ., g:IIIMI n 'AV e kilo OW 7" r Rob- `'-' •;••• I . t . .__ i 1 1_ ... — -7 ,--- , I • _L , i5 L L -,--.. —I -- Oa gm +a 4,147/70 Rd , , 8' Contfrefe remep/ ..... i, 4 -,- v . 4 . . 4 -i- , . L iN .11 , r 1 , i \ N '41-- '1‘ 4) . Cl. • C • I 111 le i • 61 1111 . .1 i f ..: • —, paizArn f P cl, r - /?20 1 4 \ s -I- o o -,- Cr t 1, 2 , , ,l S V) ! -_- ••••• 1991 /P.C. I PLATE 1-SINarPLA1:7NAZFILE-ULL L.E M REMOVAL PLAN 11,11 Ill" 410 jiif508(i) (ilii/] REMOVE DRIVEWAY CULVERT PIPE STATION TO SIDE SIZE DESCRIPTION 5 t74 S+¢l !2t Z4." 2"x43 ' 2C17 (ilii/] REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 5+43.5 S+¢l 6400 Rt"L/ /5/ /4/ REMOVE DRIVEWAY 914iA STATION TO STATION SIDE SO. VDS. S+¢l /o G+OB R/ /4/ REMOVAL PLAN kkktk h3kNW 'n REMOVE TREE REMOVE COMBINATION CURB & GUTTER STATION TO STATION SIDE UN. FT. /0' 25 24' /2'00 Lf ' 182 10.05 //,‘32 /2'00 AY 201 //7V/ K7.n Z9' /8, //t50 ,Qt 29' /o' //'&0 Clt 'n REMOVE TREE STATION SIDE DIST. SIZE /V ta0 of 28. 24' /0/5/ ,Qf. 20' /8- //,‘32 /?fl 28' 241" //7V/ K7.n Z9' /8, //t50 ,Qt 29' /o' //'&0 Clt 29' 20" //t76' ,Q{ 29' 24' 1d7'2G Gf 50' /8" 77'77 Lf 5/' Z4" 9t/8 /} 57' /8" REMOVE DRIVEWAY Vis•*;• STATION TO STATION SIDE SO. YDS. /1'/5 .«7/"35 it 70 REMOVE PAVEMENT V///' STATION TO STATION SIDE SO. YDS. 4'00 /2,00 8/r Lt 2/G2 REMOVAL PLAN ti rio . STATE r(o. Atu tH[[T 7 "" 'IN -5508(1) /2 -Scala • /'.20' 5100 1 [/////1 REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. /2" 'D 707 /4400 Ati LI 954, /41.2 /4'88 Rt 23B 15.11 ISS¢ Lt 88 1.5.'02' 15 74 /Pt /O4 REMOVE COMBINATION CURB & GUTTER STATION •xv, REMOVE DRIVEWAY STATION TO STATION SIDE SO. YDS /2x49 /3"89 At 707 14'25 /4'49 L/ S¢ /41.2 /4'88 Rt 23B 15.11 ISS¢ Lt 88 1.5.'02' 15 74 /Pt /O4 REMOVE COMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. /2'00 /4'00 L t 400 /2 /DO 14'00 /P/ 209 6 o tutok �p0 REMOVAL PLAN 0-1 no. I ny 7 sTATE NEB R. Po. MO 0,41 Ai -XI -0801/3 ./��.' 40�4�0�•��•A&fi f+i+a •-� r.,_._• �....r .:ca�� •CY'tl�Areerz# 01i 6'!.T may.+ ..+a^ a,acs �a:a` " wviemme„9/434w,roirffirA4, 07,/ez oy,7 w REMOVE COMBINATION CURB & GUTTER STATION TO STATION.SIDE LIN. FT. /4'00 2Z 00 Rt 447 /4'00 2t•00 - Lt 555 RI /43 /8 'St 22.00 1/ 811 20 3' 20,44 R/ 45 !•••••!•!. REMOVE DRIVEWAY STATION TO STATION SIDE STATION TO STATION SIDE SO. YDS. /609 /4.42 It F5 /8,/7 /B•¢7 RI /43 /8 'St 22.00 1/ 811 20 3' 20,44 R/ 45 ///A REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. /4 0 22.00W1"3") RYs1I /1.74 ,C1 REMOVAL PLAN �reo. aa•i n•n .o, ��a.� rMtn 2 "" IM ssogn, /sz 0 May 4 8/ ♦♦♦� - • i►ei'.t.14-140"i1i♦♦O♦!i♦lOil• d �`�♦:� ►♦ ♦i♦i� O ii♦♦�• ♦ •i ♦♦9ii �i♦♦i♦i ;moi♦ OOi i♦ �4 �►iiti♦.�/1/1" /71, hf/A5, 747/4 •;•40: REMOVE DRIVEWAY STATION TO STATION SIDE SO. YDS. Wed 22.59 L/ /5/ - 23.4/ 23.95 L/ 94 21077 2.3-f /8 L/ /31 25.95 Z4.25 L/ 70 24/76 28100 L/ 304 27.48 27.85 R/ S/ 1535 15+17 RI / 25+97 24•// Rt / REMOVE COMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. 22+00 244575 2/ 524 2474 28'0[7 L/ /50 2200 2445.5 R/ 4/7 24.74 28.00 R/ 99 V/////1 REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 2200 SO. FT. 2840 M'/L/ /4150 R/ /4 REMOVE TREE STATION REMOVE WALK I I STATION TO STATION SIDE SO. FT. 27•// /P/ 27•/3 R/ /4 REMOVE TREE STATION SIDE DIST. SIZE Z4*40 L/ 215' 17" 24•S8 /P/ 275 • /S" Sca/. / :20' r REMOVAL PLAN 4764 E aeChes nuf Are T y � 141-5:08(/) L5 R2 Ju/y 27, 7981 Seek. 11 .001 ,,,,,,/,71,17,7A0W171:07"0" REMOVE PAVEMENT ® REMOVE DRIVEWAY STATION TO -STATION SIDE SO. YDS. LIN. FT. 25"00 „woo z . d4! Z800 JAW ::::. 40$ .. r-771 REMOVE COMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. 25"00 „woo z . d4! Z800 JAW ::::. 40$ .. -4 r-771 STATION REMOVE WALK STATION TO STATION SIDE SO. FT. ze AM REMOVE TREE STATION SIDE DIST. SIZE ze AM tri REMOVAL PLAN PM. DDIp REMOVE PAVEMENT UD. YD Soh Dv. NO. STATS NM. NO 4. 7 """' /W -55D8(4 , //o 'WEI IMP' if "47"; /ff. effiffrirAr-"0. l� mi Xr#4 (ro.i.Lf0;'_. _ r r///A REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. 34'00 R/ 40'00 L/' fl A621 42 36,42 34.70 1W 68 37, 34 37 50 L / 34 39'45.6 40'00 Lf 1/5 • ® REMOVE DRIVEWAY STATION TO STATION SIDE SO. YDS. 35'3/ 35'42 Li 27 35.43 35'73 R/ 73 34'04 34'24 L/ 42 36,42 34.70 1W 68 37, 34 37 50 L / 34 39'45.6 40'00 Lf 1/5 REMOVE COMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. 34 00 SO. FT. 40'00 LI 520 3400 86 40 ?OD R/ 4/9 Lt 87 L/ 28' /2" REMOVE TREE . REMOVE WALK -:-;-:-.1 STATION TO STATION SIDE SO. FT. _35052 35.80 35',56 L / 86 39'04 L/ 39'/0 Lt 87 L/ 28' /2" REMOVE TREE STATION SIDE DIST. SIZE 35.63 L/ 27' /5" 35.80 L/ 27' /5" 34'O/ L/ 24S' 8" 34'33 L/ 28' /2" SI. Shur ah ,,h -li r"lk limir 4•,i►i''41�•�ys i•+♦3+4fi ♦3+♦��• iai to l'�tiso3++i+�+?��♦�i+i�.♦3i++i:•� ♦���:9,0►�.•+♦♦ ice:.ti�►i.�0.0.:`♦�.,ti �:':'♦:"p♦�d'►.•iy04►4ii��♦�� \ aiA� 0'�.piti9.♦• •4v *4%i Ir � •o1lii'f ♦- ♦• i•+4. •si♦• ,•#;1�4 00♦1 .'; i r--,&"'",-,777-7 w.,w,"&i," - 7 zy.4.7.. „4",. A ..:‘ ..i Ar/ d / /Z./ /--<, . _ .., REMOVAL PLAN 1/5 /,: 4-t-©. I' Pito .40 7'615 Grdfe r/ef a 4 NO. .7 ~=a; M.55402A tNrrr NIX /7 A� iii+i•O i ,i'a• 4 \ � :s� 1 - 7)171# ,/ Z4,Z-77 . w,7/ +•.+•333. �:-0i20ti0iD::::e' �. Art Simert4s 4. ® - REMOVE DRIVEWAY STATION TO STATION SIDE SO. YDS. 40'00 40,20.3 L/ 5/ 4/•S/ f/'S9 L/ 24 41009 42,/9 1/ 32 12.19 42.50 R/ /4 42,GO. S 41, 70.5 L/ 20 43+3D 44A 35 L/ 335 44,75 450/S R/ /08 45,18 45034 Lf 44 /2" 42,8'7 Lt 23' /1" 1 3r V///A REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 40,00 655 46,00 Li ' R/ /728 4445 46.00 Lt 474 44,.99 4500/ L/ 36 45,44 ISA 44 Lt 36 42,24 L/ 28' 14' 42'7S L/ SLOT: /Cm' REMOVE COMBINATION CURB & GUTTER MOM REMOVE WALK STATION TO STATION SIDE LIN. FT. 40,00 44 00 0 Li 655 40 ALIO 46 r d /9/ 514 4445 46.00 Lt 474 44,.99 4500/ L/ 36 SLOT: /Cm' REMOVE TREE STATION MOM REMOVE WALK STATION TO STATION SIDE SO. FT. 41,415 4/485 %/ 98 41{90.75 12.93.25 Lt Si 4445 46.00 Lt 474 44,.99 4500/ L/ 36 45,44 ISA 44 Lt 36 42,24 L/ 28' 14' 42'7S L/ REMOVE TREE STATION SIDE DIST. SIZE 4/,20 L/ 29' 24" 1/,32 Lt /9S 24" 41.42 If 27' 30" 4/,62 L/ 29' 30" 42,24 L/ 28' 14' 42'7S L/ 23' /2" 42,8'7 Lt 23' /1" 3•G..L Saw..-/I4tl^ 6.347 • 4 gal 2:k aa a •"�- _7 It 4 REMOVAL PLAN s *pm 4W4 lonowsmw-Amay Nye ;414W "Akt_IM_I_MIR,01PY • vimismor y HD crawl 7 _Ns IhEaR� MA MO Pura. NO. SKR, M-5508 (l) /9 w .1' I'VE %lir.�/ to' Atty. L;.. ' 3 4 awl n fM�7A'- /////Z ///- /////'p' '. � U l n / /^Q Y V////1 REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. 46,00 SD ,t4 SZ,00 R/ %Ll /400 47.5/5' L/ S/ 50,44.5 SO, 47.5 L/ 66 SO* WS 50,945 L/ G6 5/' 1/5- 5/*44.5 Z' 64 X MEM f may; 514 �;.•t4 -. •e4/4. oommomilm ¢ ,40,00M ' N'i ii♦ il4 rt ;.Ag d; .a.�oa�av ti REMOVE WALK STATION STATION TO STATION SIDE SQ. FT. 46 ,OD SD ,t4 L/ ' 952 47'48.5 47.5/5' L/ S/ 50,44.5 SO, 47.5 L/ 66 SO* WS 50,945 L/ G6 5/' 1/5- 5/*44.5 Z' 64 5/,925 1/,95.5 Lt 46 5/,08 S/,/6 2/ 38 S/, 6D 5/,69 Lt 40 S/,80 5/4'8 R/ X MEM f may; 514 �;.•t4 -. •e4/4. oommomilm ¢ ,40,00M ' N'i ii♦ il4 rt ;.Ag d; .a.�oa�av ti REMOVE REMOVE COMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. 46,00 36" 52'00 L/ 600 06'00 400/0 49, 26 52'00 iPf 400 R/ SS/ 49,5-.9 19'27 L/ 3S 49,95 SO*49 2/ 84 SO ,SS 50,71 2/ REMOVE TREE STATION SIDE DIST SIZE 17,45 L1 21' 36" 5/'S2 L/ 27' 14" 400/0 49, 26 1/ SD/ 48,/0.5- 50,25 R/ SS/ 49,5-.9 19'27 L/ • Scale: /w-20' 3`9sIAN SW. g11.111 &al ® REMOVE DRIVEWAY STATION TO STATION SIDE SQ. YDS. 46 NB 46` 36 L/ SO 47'/5 47,25 11 30 47063 47*73 2/ 26 400/0 49, 26 1/ SD/ 48,/0.5- 50,25 R/ SS/ 49,5-.9 19'27 L/ 3S 49,95 SO*49 2/ 84 SO ,SS 50,71 2/ 58 S0, 88 S/,/3.S /P/ 53 5/,08 S/,/6 2/ 38 S/, 6D 5/,69 Lt 40 S/,80 5/4'8 R/ 50 It y 7 S L \q ,',1 1 ';,'P 4 W 5. �: I y. / 3 REMOVAL PLAN f75.-i.,obs/E to +62 S T A4 '-1 D. ROW 1 AID IM11T ., TATE PAO, NO. NO. 7 rrDR• M sso8(41 /9 DiGiGiGiiiGi o'°:11://:,#304,;;" DilOd0�1. i SOS�iG iGGi�i♦ .:... �., M:, • iIGiGGGOGi1GGiGiGi�i4•!►i♦GiGiGGis OG�i ,1 � GjGiiGG�FiGG/GGG1.116 .. Lte Noir La, -/ 'ttA�rts/a 4. // / N E :jvl',�i,o -°''',. 0 0 0 0 O .0 0 o i7//////////////// ////// / /)///////////////////////////// // //// /i,////lr//////// 7 //////////////// Q C w M `VS REMOVE TREE STATION SIDE DIST. SIZE SZ'O/ 52+43 L/ Lt 27' 24" 25' ZS - L/ 24' ►ai'.s'» REMOVE DRIVEWAY STATION TO STATION SIDE SO. YDS. S2+08 -3-20 /8 L/ 49 53'/S 53'15 1/ 27 51+75 53.'93 L/ 55 S3•84 54"// R/ 74 54e79 55'04 L/ 71 1///////1 REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 5200 55,, 43 Rt Lt 8Z7 4S [;_;::_:;;,:,:_A REMOVE WALK STATION TO STATION SIDE SO. FT. SZ'SZS it' 545 Li BB 53'93 54'08 L/ 60 54' 495 51+415 1/ 54 55'43 i9/ 344 REMOVE COMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. S?+OD 55'43 L/ 344 52' OD 55'43 i9/ 344 m 9 1 ®j mac/ 1, 8/ M -5S0 20 /ekd5f/ ,Seek- t-20' i k 3 0 x r ,.:..pcj O i t v k 8' X • REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION //4-168 QI /8" 8'$c 47' CMP 115,4 17 L.I. 78 185<46 2CP REMOVE DRIVEWAY '•_•XN STATION STATION TO STATION SIDE SO. YDS. 1/4.20 //6.00 1!4.99 R/ /15 //4.72 1/5.37 L7' /70 REMOVE PAVEM T r////2 STATION TO STATION SIDE SQ. YDS. //4.36 //6.00 L//R/ O I Q Fu I REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION 1/4/C8 R1 /8" /8'x47 CM/' /15/17 L/ /8" /8"x46',(t7 1/3153 0 /8" /6'542' PCf. /13/25 //3/83 RY N FED. ROAD REMOVE DRIVEWAY FED. AID SHEET DIV. NO. STATE PROJ. NO. NO. 7 NEoR. /'9-55(/) 204 © May 48/ Ached ghee/ I ---1 REMOVE DRIVEWAY STATION TO STATION SIDE SQ. YDS. //4/20 - //4/99 ,('/ /42 /14/72 • //5/37 Z/ /94 /13/25 //3/83 RY /09 REMOVE COMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. /14/52 357/G/Zf 6 //4/84 35Z/-d/'L/ 6 Lf/Pf 40/ 1 1 REMOVE PAVEMENT STATION -O STATION SIDE SQ. YDS. //413a, //G/00 Lf/Pf 40/ REMOVE ASPHALT SURFACE STATION TO STATION SIDE //5122 - //(7/X SQ. YDS. 8!)Z/-G3Z/ //3' REMOVALS PAT ASN. INC. LINCOLN 196 o - REMOVAL PLAN 7 Ri Moy M-5 ;ab)', 21 Oe%fed Sheol E, ti co 0 a0 K g ,e' "NP V Alvin T —Cbz Y I I B'Gas Line L I Z lt5/i 9 9745 WLs/7�' Sfa //q, 7281JMsria7 �• 'Nano? Rnad. z Y V///A REMOVE DRIVEWAY •i'n STATION TO STATION SIDE SQ. YDS. /14'4B //9'00 //7.22 L1 22/ //7+4/ /2/00 117.73 Rt 33 /21i 9 /22+00 /Z0+ 99 R/ 56 z Y V///A REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. 1/400 18"x46' CP //9'00 LI/RI 733 /20,50 /2/00 L1 OW 2/3 /2100 /22+00 L/ /1 REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION /16165 Lt. 18"x46' CP /17158 12,/5" /5"x /0'CM/7 0 FED ROAD REMOVE PAVEMENT FED. AID SHEET DIV. NO. STAiE PROT. NO NO. 7 ,(RR M 5508(/) 2/A ry N CI May /, 8/ A/de 16her/ IREMOVE DRIVEWAY CULVERT PIPE REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS //4/00 - //9/00 L/iM' 733 /20/50 - /2//00 L//R' 2/3 /2//OO - /72/06 L/ // IREMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION //0/85 Lf /8" /8'x!14• ,S?Cf' //7/58 A71 /5" /5"' /9' (W /20499 PI' 50 REMOVALS PAT ASH INC LINCOLN REMOVE DRIVEWAY STATION TO STATION SIDE SQ YDS. //0448 - //7/22 L/ 245 /20/09 /20499 PI' 50 REMOVALS PAT ASH INC LINCOLN REMOVE ASPHALT SURFACE STATION TO STATION SIDE SO. VDS. /46; 7‘0 - //4/68 50L/ -63'L/ 95 REMOVALS PAT ASH INC LINCOLN N N REMOVAL PLAN • /if WAterMain .D DIV. MO. 5c ale 1:20' N DS Line 8"Gas Line rzz mziperm #### #47 • II, II 11 I ,SEJ/6f/r7q fe1,717 22 Z REMOVE PAVEMENT V A STATION TO STATION SIDE SO. YDS /2200 /25.33 Lt 37 /25.33 /Mod? 1/ 373 22 Z k 0. M GEOMETRICS 8 GRADES PLAN • e k I d1q fro 1 • O /5' RP 31a"R/ Std 4 6G 7 West 2& Jt ® /3" RP 72 4' Rt J7' . 73.5 West 2"d Jt O IS' RR 438' Rt Std 6-D7G West Z'° St • ® ZR.P 183"Lt.Sta. 611885WEnd St. 20 120R_P 1331t. 5ta. 12015197 Marion Rd. - PC45.44Lt.Sta 1207'2789 Marion Rd. PT 43e"Lt. St a. 120 t 5197 Marion Pd 0 120'R.P 154'Lt. Sta. 910440 W 2nd St. PC= 34 "Lt. Sta 9404.40 W. 2nd St. PT=3[.49, Lt.Sta.9t28.33 W.2ndSt. ® 457R.P 80'55'Lt. &a 941724 W 2nd. St. PC. 34.49Lt. Sta. 9128.33 W. -End St. PT 48.44 Lt.Sta. 120127.89 W End St 7'9 50 •2'R.P (o"Lt.Sta. 9t33.5W Ends -L. 0 100"R.P 14Lt.Sta 1181-3,1 57 Marion Rd. • PC. 43L-t...-Sta. 11816,1457 Marion Rd. PT= 51.01" Lt. Sta. 1183-92 82 Marion Rd 70 35'RP=72 22 "Pt. Sta 8496.07 W 2nd St. • PC=51.01 'Lt. Sta. 118192.82 Marion Rd PT• 38.92'Rt. Sta. 9107'0.93 W End St. 0.100'PP 134'Rt.Sta.87'75.50 W2nd St. 'PC.=34'Rt.Sta. 87'75.50 Wend St. PT= 38.92'Rt. Sta, 97'031- 96 W. End St. a 4a GEOMETR/CS 8 GRADES PLAN A 1 1 1 1 ( ® PI Sta 1000 A=7`02 0= 1' R=5729578 71 35E1089' L. 703.333' PC Sta. 31-4789 PT Sta. 13t5122 ® PI Sta. 34108 'Lt. Ste 7144 41 A. 3'39'075- 2'03"574E` '39'0752=035742` T= 88.4(7' R2773.339 L= 173 775 PC Sta. = 31313 "Lt. Sta. 1,7'56 57 PCC Sta.=34'Lt. Sta 81-32.30 © PI Sta 34 11"Lt Sta 81-4.8.35 A= 0'43.15.7" D 0`593876" T= 34 265- R=5733578 L. 72530 PCC Sta. 341.t.Sta. 3132.30 PT 59a 34" Lt. Sta. 9-104.40 © PI Sta. 33 991 "Ri, Sta. 8165 59 L1=0`11532' 0= 1"002149" 7= 9847" R=5695.578 L. 19693 PC 34 "Rt. Sta. 81-55 /49 PCC 34' Rt Sta. 8t75 50 © PI Sta 81=7Lt Sta 71-4484 A=3'37 07,5,. D=2'05"0778" T=87589 R.2747346 L= 175119 PC Sta. 5.09 'Lt. 6157 43 PT St -a 81-t. 8132 30' OF 21 Sta 732 Rt Sta 7+4121 0= 12'52 305" D= 19` R•301557' T 34 030' i • 47 775' PC. Sta 5S7'Rt Sta.-71-07,1R PC.C. Sta 1EL" Rt. Sta.71-74 32 ® PI 4.07 Lt 5ta 87'03.27 A= /300 194' 0= 19' R=301557 T 29051 L. 57 923 PC C= 124,"Rt Sta x1743? PT= 4 Lt. Sta 8132.30 11 1 11 1 11 11 11 /O4 2.78 1 ‘1 '\! . `0A, R g� � 11 1 111 +- 111 1 • 09 120"Rad P1 1510 74"Lt a.a XJt9.7651i PC- 4110 Lt. Sta. 1013,1.'.1 6vend et 1'T- %d1'Lt5'ta 1019443 IE2nd5'7' 40'Rad Pt 793;4 Lt. Sta i0t 71.98 WZncilt PC= 25.0 Rt. Sta 1201 54 97 Marian 17x, PT= 4112 "Lt Sta 1013331 I4'end 1l 120" Rad Pt 142 Rt.Sta .1Z0-183C3AA**rnj0 PC= 250 Rt Sta 120156.97 Marion Rd- P7 =??ORI Sta 11-0483,49 merlon © 15 RP 513" Lt Sta 111-04 4 11End Si: 13 15 RP493 Lt Sia 111555 Wend St ®2RP-1'Rt 14-/35 N/ ?nd 5± © 30 RP j,7 57 Rt 5ta 1014045 W2ndSt PC 25.82 Rt Sta 11917x' I,/0 Manon Rd PT- 3771"RL.Sta 1013343W P. -id 5Y 109'RP 134'RtSta 10i10i IN 2nd -it PC 37 710' Rt. Sta 101-3343 W c3 iSt PT 34Rt Sta `"f Pnc' I0O'RP?2Rt 57a 1161 95 2? Mai ion Rd PC 2227' 5'ta 1181-9527 Mar,on Rd PT 2582 Rt eta f19 -f ? /0 AAar "on.Rd Lonyifudiro/ To,itl/i Cohtrcfion Toffs Z1' I IL GEOMETR/CS 8 GRADES PLAN , h• 7 ® May 481 IE /OD M -13-01M r HN °O'1X MT b� hw ti AO PI Sta 3104 Lt5'ta 1372758 L. 1°25' 555" D. .3'45 R. 1527887 T= 19 091; L= 38 189' PC = 31.15 Lt Sta 13,-08.59 PT . 3104' Lt Sta 131- 2758 ® PI Sta 3.97'Rt Sta. 111-8994 D= 14`23'105 D= 38= 11'499 T 18 931 R. 150' L. 37.(.5,3' PC= 4' Rt Sta 111.72 PCC = 0 d3' Lt. Sta. 12 f052. 10 15 RP 41..4' Lt. Sta. 12175:3 . OZ 15'RP459 Lt. Sta. 131-30.2 0 15 PP 43.7' Lt Sta 141-14.4 ® 15 RP 42.7 Lt Sta. 141-1.0.4 © 15' R P 41.L.' Lt. Sta. 151-08 © 15 RP 410Lt.Sta. 1511.78 70 5d' RP 41.84 Lt. Sta. 12152.15' PC 8.1L Rt Sta. 12t 52.94 PT 0.74" Rf.Sta 121-78.27 © 2'RP 0910'Lt. Sta 12177.21 90 20'RP 55.2 Rt. Sta. 121497 2 RP 35"Rt.Sta. 13130. 5 © 11 RP 403'Rt. Sta. 141.30.8 ® 210.5 RP 53.8'Rt.Sta.14t923 20'RP45o Rt 9ta.151L 1. .5 14 2'RP L58"Rt. Sta. 141225 1� CORP'83.2 RE. Sta. 141-17.0 © PI Sta- 0O/111. S&/214X9 L. 2L 45' D= 38°11499 T- 35. /././.' R-150' L' 70.031 PCC -0133'L/. Sta. 12t08.2Z PT. 2.92'Lt. Sta. 121-777 SMUT=0 25 S[o/a• / s20� ti W I -34b iii/SSP Dl GEOMETR/CS 8 GRADES PLAN 0 g h $ �.• 0 05N 75 P k 'XX 1- O 0 g d y*`` nnV a Xx X i j x x ® Rt Sta. /9#1/.50 = 7'49'0 0 = 45' R= /527.887 T = /04.384' L = 208.444' P.C. Va. 18 #07.12 PT Sta. 20#/5.56 540K Sta. 20 # 15.88 AHEAD OI /5'RP41'Lt. Sta. /6#570 ® 25RP51'Lt. Sta./7#88.3 03 25R.P51' 11 Sta. /8 4-770 ® 15'RP41'LtSta /8 #947 0 /5RP41'Lt. Sla /9 #57.5 © 25RP51' R,S/a. /7#88.3 ® 25'RP 51 Rt Sta. /8 # 7/.0 ® 15' R P 4/' R/ Ste /9 # 70.0 0 /5'RP41'Rtt/a. 20#//.Z io /5'R.P 4/' ,41.5.20#15.2 11 /5 RP41' Rf. Sta. 20#59.0 12 /5'R.P 4/71. Sta 2/#70.8 Long/tudInd l To/nta Cantr4ation CM1/7hs GEO.METR/CS 8 GRADES PLAN 7 INK. 144-550080 27 Moy /,8/ N 0 0 0 0 0 0 0 0 0 0 15'R P. 4/'Lt. $ta. 22 +43.8 /5' R. P 4/' L t Sta. 23 +46.5 15'R P 41'(.1 Sta. 24+12.0 /5'RP4/ Lt Sta 24#53.7 25x44.75 15'R P 4/ Li.. Sta. Z5+54.2 a, 30R.P. 56' Lt Sta. 26+/4.6 2' RP 43.2Lt. Sta. 261-400 2' RP432Lt 5/a. 261-82.3 /6 -'RP 41'Lt Sta. 27*06.7 30RP56'Lt Sta. 27,406.7 /5' R P 41'0 9ta. 271-69.5 12 30RP 56' Rt S/a. 22+70.0 /3 30P5' Rt Sta. 231-80.0 0 /5'RP4/RtSta. 25+20.0 /5 /5R P41' Rt Sta. 75+62.0 16 5' R. P 31' Rt 5ta. 251-92.0 CI 5' RP 31' Rt Sta. 26+ /6.0 /8 30'R. P 56' Rf. Sta. 26 1-16.5 0 30 R. P. 56' Rt Sta. 271-075 20 /5'R P 41' Rt Sta 271 52.3 21 /5RRP41'Rf S&. 271- 99.8 2?. /5' /?P 4/' Lf Sfo 25/52,/C 23 /5'P/74/'Lf 51a 29//4.0 Lor9itcdina/ c7"o/nts — — — — _ Canfracfion ,.%rots GEOMETRI S 8 GRADES PLAIN 6July 2Z198t Scide:r Of % ƒ ) V } 7 ) \ ( f) { ,6 I. {t �4 / § 33 & 4. 0 30'f# es g415.+ Q3fP52Sta. ±+¥R Q «2w4' Sia. e4c;;O Q /.5' RP 3-z2 Q 3OP%' O. £4 g Q £R.25 « Sta. a,V«£ Q 3>f4' 549.524-78.2 15' S .33 4 za.8 CI O I RPJZ' St.2 t4 © 6yP4I S .@Z# $ # L 7Z d az2a& <c7`,m,Toaa �& sem« zit 6July 2Z198t Scide:r Of % ƒ ) V } 7 ) \ ( f) { ,6 I. {t �4 / § 33 & 4. 0 30'f# es g415.+ Q3fP52Sta. ±+¥R Q «2w4' Sia. e4c;;O Q /.5' RP 3-z2 Q 3OP%' O. £4 g Q £R.25 « Sta. a,V«£ Q 3>f4' 549.524-78.2 15' S .33 4 za.8 CI O I RPJZ' St.2 t4 © 6yP4I S .@Z# $ # L 7Z d az2a& <c7`,m,Toaa M O GEOMETR/CS 8 GRADES PLAN ‘Siro. Slur 14.3 I I L 18' I / I 13'1 /3' /8 0/ 15'R.P. 4/'Lt Sta 35+/5.6 ® /5'R.P 4/'Lt Sta. 35 +56.8 ® /5' RP 41' Lit Sta. 35+90.7 ® /5'RR 41'Lt Sta. 39+4/./ 05 15' RP 4/' Lt Sta. 37+ Z05 © /5'R P 4/' Lt Sta. 37105.5 O 30'R P 56'' L t Va. 38i- 95.4 ® 30'R.P 56' Lt. Sta. 39+954 09 30RP 56'RtSta. 341450 O .30' RP 56' Rt 5t'. 35 +33.0 0 /5 RP41'Rt.Sta. 36+Z70 0 /5'R P 4/ 'Rt Sta. 361850 /3 30RP56'R/ 5/a 37/ 82.5 030' 50' RI 51a3867.5 ti • 415508(/) INT 29 Seale. !CIO' 1I1 t o I-- ,51,Sbari,i >L' I I 1t' ' 1.9 ' 13' /3' 1 1.9• —� —� • I I )71 ( C' n Long./tad/net/ Toints, —_ _ _ Controction (Toints' jI ail/i1/ -X - 1 GEOMETR/CS a GRADES PLAN 1'75 /Z"Tree FSI ® N V ©© a © 0AllOk mai' ® O I m ,51 hN 1 r ;r. >s 11Ot fD'1��- Iti N cP1 I �g20 1 DIV "o. NUM. 7 AID M-55,080 30 scale: /ct0' t sw.singwt:ve 1 1 1 O 15'RP 4/ Lt. Sta. 39194.4 ® 15'RP4t'LI. Sta. 40#36.0 0 /5'R P 4/'L t Sta. 4/ #33.7 ® /5'R.P4/'Lt. Sta.4/ #76.5 0 /5'R. P4/'Lt. Sfa.,4/ t93.0 © 15'RP41Lt Sta. 42+35.3 ® /5'R P 4/'Lt Sta. 42 # 43.9 ® 15'R R 4/' Lt Sta. 4Z #859 O9 /5'RP41'Lt$4.42#94.0 10 15'R. RQIO Lt5t9.43 #X5 O /57? P. 4/ 0•L t Sta. 49 # 54 O LtSta.44,o4G'6 0 30'RP56'Lt Sta. 44#0466 0 30' R. R 56' Lt 5ta 44 t 95.06 0 10' RP 36' Lt. Sta 45 # 08.0 © /5' R P4/'Lt. Sta 45 t 490 lB 20' R. R 46' Rt. Sta. 40 # 79.0 09 5' R. P4B5RtSta 40 # 93.9 ® 2' R R 368Rt. Sta. 4/ # 40.5 O 10' R. P 46' RI. Sta. 4/ # 55.5 Q 15'R.P4/'Rt. Sta42#13.8 0 15' R P4/'Rt Sta. 42 t 64.7 ® 45' R. P4/'Rt 815. 44 +-/702 70 15' R P4/'RI.. Sta. 4d "8.06 ® /5" /FP 4/'Z/. Ste 40+490 4/.Lt S/a4/+/3.0 t 0 '„ dgie•Lmr Lon9itudino/ Joints Contraction Joints GEOMETR/CS 8 GRADES PLAN p nttl 7 NL©A. /t/-SSOB(11 31 a i 3. v i Vi tl $ Oj �p Et. L, ,,g. u��i l Y �n ahq V �� �... z` �; `' I� mo a° 2 / % 1% D y, il 3 �'1 y p e Wp X c q, c t o c Q _t �� 3 '$ li C° di ,n a, a A SRR . i� \ .3 �p �n a ry $ a of 3 i �n y `11, Y m v t• 4 r �n scok:l',2O' / -Al' I �' '� i- .�..� Jam.,_ �� I _- Z J - Z y yN "/h 0 h Zr, M III d/ �p Z 1 �J I 7 .f; ._ Ln 9 ^', a. ilt •Whitt,• ,� (! �/ t� � .4e5-v. 7'Z T 1 T I �I +/ / \T I 4i ti ® +,® © ® ® C n ti 1B „ $ o, ,`• V 'V . 4 . ` 'V. iii ' OI 15' RP 41'Cat Sta.46+03.0 fl 15'R.P4/LtS1.a.49+412 02 15' RP 41'LI. S/a.40*54 ® 15'RP41'Lt. Sfa49r83.2 03 15'RP.41'If 5fa.46t99.0 1© 15'R.P.41'Lt 94a.4.9 7'90.5 ® 15 • RP 41' 1.1 S/a. 47 +41.0 ® 15' R P.41' Lt Sta. 50 133.0 05 /5'R.P.41'Lit SSa.47*46.4 ® 15'R.P.4/'Lt. 56..50+43.0 © 15' RP 41' Lt. Sta.47 48.6 /6 /5' R P. 4/' Lt 5}`a. 50 +89.2 ® 15'RP41'LI5ta.48+155 1Q 15'RP.41'Lt Vs. 50*933 ® /5' RP 4/' Lt Sta.48 +-66.0 ® 15' R.P4/' Lt ata. 51 t 3/ 0 ® 15' RP.41'Lf5ta.48r75.0 ® /5 RP41'Lt Sia. 51 +440 ® /5 RP 41'Ltels .49+250 ® /5'R.P41'Lt 571g. 51 186.0 0 /5'RP.4/'Rt.S/a46r83.3 ® 15RP41'O.. Sta.47+478 23 15R.P4/'RI. Rs47+948 ® /5'R P 41' RI. Sta. 48 QQ /5R.P41'Rf`Sta. 49+08.5 ® /5'R P4/' Rt Sta. 49 ® /5.RP41'Rf Va. 49*85.2 28 15'R. P411 Rt Sa, 50 ®IO'RP36'At Sta,50t85.5 ® 10'RP36'RI` Sig. 5/ 3/ 5'RP3/'RI6/a5I/576 ® IO'RP 36'R/ 5/a 52/065 • +59.7 7'74.0 +597 +24.5 -, Z- GEOMETR/CS a GRADES PLAN h K Y 4 q h ' cc 1 Q til u is 9 h vi a di a M �p \ - /a —'1 ti ® O z Siegasw /o'' W.- / Qit 1 M qL . 0 C 0 0 © /5' R. P4/'Lt Sta.51+92.0 02 /5'R P 4/ Lt S.52#34.0 ® /5'R.P.41LSta.52#99.4 ® 15'RP4/L154a.53#4/0 05 /5'R P4/'Lf. 54a. 53 #600 © /5'RR4/2.4 549.54#0Z7 ® /0'137P 3Z"Lt. Sfa 54.68 ® /O'RP Z5.5"0 Sfa 55t/5.5 90 /5'6P 4/'Rt 54a. 5Z# Z33 10 /5'15..P 4/' Rt 54a 5Z1- 88.3 // /OAP 34' FiY Sta. 55474 QZ /0'8:f? 30-5'141: 8ta 54#Z/5 © 15' V? ¢/L/ Sia 55i5 ® /5" RP 4/0 S/a 52915 45 •45 0 O --c a 0 0 /� �T//7/7/////////7/ %//i//////////////'//////////%/77/7//////'///////////////// ry v W 45 ro i- }yy 7 ,NOW. Aiii_rogrm. /a —'1 ti ® O z Siegasw /o'' W.- / Qit 1 M qL . 0 C 0 0 © /5' R. P4/'Lt Sta.51+92.0 02 /5'R P 4/ Lt S.52#34.0 ® /5'R.P.41LSta.52#99.4 ® 15'RP4/L154a.53#4/0 05 /5'R P4/'Lf. 54a. 53 #600 © /5'RR4/2.4 549.54#0Z7 ® /0'137P 3Z"Lt. Sfa 54.68 ® /O'RP Z5.5"0 Sfa 55t/5.5 90 /5'6P 4/'Rt 54a. 5Z# Z33 10 /5'15..P 4/' Rt 54a 5Z1- 88.3 // /OAP 34' FiY Sta. 55474 QZ /0'8:f? 30-5'141: 8ta 54#Z/5 © 15' V? ¢/L/ Sia 55i5 ® /5" RP 4/0 S/a 52915 45 •45 0 O --c a 0 0 /� �T//7/7/////////7/ %//i//////////////'//////////%/77/7//////'///////////////// ry v W 45 ro i- }yy O � N i tl c� O : C° k 0 C W o W o q 4' w h $ fg h 3 gh t +O •1 M GEOMETR/CS a GRADES PLAN t54 r yht P 7 j••, Ri Noy /, 8/ Xbkk t3G �dd31 5 d4% 4 s 4/ 4 P � }0:5/ .4.3�4d , -44- dC fi F d ? i Chi ,1 a c , a c.. o ` g Q v ti e C' L ' ° r `�� a ' il r o s e v y W v Lll 1 h h �� k', k' 10 15'RP 32 "Rt 5'ta. 114t 3L, Marion Ro', 2025'R.P 492" Lt. Sta. 1141-L.3 Marion Rd. 3® 15' R P 34' Rt. Sta. 1151-00 Marion Rd. ® 2"RP B.8 Lt. Sfa 1151-34.35 Marion Rd. 25 RP 55 "Lt. Sta. 1151-47 Marion Rd. • ® 50' R.P 54 "Lt. S'ta. 1151-55.5 Marion Rd. PC= L.92 ' Lt. Sta. //SI- 38. L7 Marion Rd. PT= 4 "Lt. Sta. 115155.5 Marion Rd. C-;.? N Vlv N t% m FED ROAD NC, PHOJ NO SHE, - NO 7 M5508(7) 334 S/Vey ; 8/ AJdeof 5% '/ 0 /5 A7/7 37647'/ 6/a. /13/25 LI/47'P/ Sfa //3/83 /5' ,('f' 4/',C/ S/o //4/56 /5' P, 40.50',0/ Sfo_ //5/GO 25 ,e/' 5256' Lf Silo //4f O3 C6) 25' ,P/'' 5846' Lf Sfo //5/47 2' r5 6' LI S/o. //5/56 %3 f / 26",e7( Sfo. //4 /OG 4= 3°48'50. 07" Li'. 1 = Q ° 30' ,P= 88/47' 7 29.35' L 5868' fC = 2405' ,0/ Sfo, //3176,72 /'7 26',47/ S/o //d/3535 J fP/ 2C",P/ 5"/0 //4/9730 4= /°54' 32.95"Lf 6: 2° ,P= 2864 79' T- 4773' L= 9546,' •ice= 26',C'f Va. /14,4963 /77 2441 "e/ Sfo /15/4507 LEGEND LONGITUDINAL JOINT GEOMETRICS & GRADES 5 Sf¢ 9t97s na'e-ai.Y =51 //9-7'72BO/'brio,7,fid P1 Curb S'fa. ///of53 '3 = S/a r, \ O>'00 {838/ z'RP 61.t. Eta. 1207'/5 Marion Rd 25'RP 6'14 Lt Sta. 716143 Marion Rd. 25RP 67' Lt. Sta. 117127 5 Marion Rd. 15 RP 37' Rt Sta. 117±30.8 Marron Rd 15 RP 37 Rt. Sta. 1177'78.8 Marion Rd O 2 RP 18 Lt. Sta. 1197(20 Marion Rd. PI. 5ta. 4' Lt. Sta. 1161-95.52 Marion Rd t = 11°P6' 54 9" D= 19° R= 301557 - T 30,279" L. 1.0 251. PC- Sta.4 Lt. Sta. 1110 t/.5.29 Mari PCC. Sta 10'Lt.Sta. 117+25 14 BO PI Sta =1Lo'Lt Sta 6' D= 11'2 54 9' D= 19' R= T=30 L= P o ion Rd +5477 Marion Rd. Sta 10"Lt Sta 117±25 14 Marron Rd PT Sta. 11.Lt Sts 117±85 Marron Rd PI. Sta = 410 Lt Sta 7171-85 Marion Rd 3°44'348' D. 3°45 R= 1527887 T= 47 924 L= 99813 PC. Sta = 42 74 Lt. Sta. 117+3518 Marion Rd PT Sta = 4Lo'Lt Sta 118+3492 Maron Rd N c2J • FED ROAD DiV NO STATE FED. AID PROD. NO. SHEET NO. NEeR /s7 6-5o5 ('/) .344 N ry Pj May /, 8/ Added gleel O 25' P 64 96' L/ 5fo //6/43 O 25",(°,5 6985"Z.'5/o //7/27 O /5' ,Pr 377:21 5/o //7/368 ® /5' A'/'' 37' ;'/ 5/0 //7/ / 2" el' /8'L/ 5/o //9/20 A C'/ 22 P/ 5/o //6//736 = /° 54' 3295" k'7/ d= 2° P 236479' r= 47 73' =9546' A7.07 = 23 59" P/ 5'%� //6/ '9 66 Pr= 22',("f '/o //G/ -,:/C /'/ 46'L/ 5fo //7'36 d = 3° 'S' 500;7" f 1 3°45' ,f'= /52789' 7= /0/ 7' 57-2'27'57 //5'95.24 /=77-'46' L/ 5/o //7//'787 f'/. 4" L/ 5/0 /7/9552 D= //° 26'5487"L/ /9° " 30 23' = 6027' 176=.4'7/1 73 //,'!•°6-7 29 °7e^= /O'Llo7 //7/25 i L/ 5/o =/7/5477 _ !'° 26' 5457".47/ 0=/3' P= 30155' 7:- 30 23' L 0026' = /0'L/5'/o //7/25/4 /'r= /6' 7/ 5fo //3/85 LEGEND LONGITUDINAL JOINTS GEOMETRICS & GRADES PAT ASH INC LINCOLN r, 10 Water Main Ex/ST/N6 GY/,Pf3 CiNe 4 Gas Line 8' Gas Line Marion Road 0 2 RP 6Lt, 5ta 1251- 29 7 Marion Road 4' GEOMETR/CS 8 GRADES PLAN 615 L Survey Linev f *61 A&/c% erAr/info g, 2L 2Lo �rr�ir� Fb�eme� -'7 O PI Sta 8 Lt. Sta. 12215747 Marion Road A=10°26' 534" D-19' R=30/55. 7 T 27.572 L= 54.990 PC 5ta.8'Lt. jta 1227'2940 Marion Rood PCC Sta. 13 OLt. Sta. 122+84.59 Marion Road © PI Sta 1952' Lt... Sta. 1231-1992 Marion Rd 5=13°35 CLO" D= 19° T= 35.930' R=301557 L= 7/523 PCC Sta. 130'Lt Sta. 122* 84 59 Marion Rd PT 5ta 1755'Lt Sta. 123155.80 Marion Rd PI 5ta.46'Lt. Sta.1237`9826 Marion Rd A=3°10' 024" D= 3° 30' R=1637 0222 T 45.259 L= 90495 PC. Sta.=46'Lt.Sta. 123153 Marion Rd PT Sta.= 43.5 Lt.5ta.1241-43 45 Marion Rd. � � N 7 M CONSTRUCT/ON PLAN Appox Limits o: Cons�rucfion� Seeding Area "1 fID.„.., „ATE ! _. R.R 7 I,, .R. 1A4-5568(12' 34, Z k '':3k m leehek 1 SEEDING. AREA SHEET TOTAL 040Acre5 TyPe;?” • BUILD ASPHALTIC CONCRETE PAVEMENT TYPE "B" STATION TO STATION SIDE SQ. YDS.* 3+54 5 5+9? 5+43.5 Rt /63 /+23 Rf $ 0. 5+43.5 G> 362 For Information On/y r✓ qh� Seeding Area r Appox Limits 01' Cons/roefio7---- tO DRIVEWAY, BUILD CONCRETE PLAN 301-R2 STATION STATION SIDE SO. YDS. 5+9? Rt 75 6+DD Rf $ 0. 33/ 352 Seeding Area r Appox Limits 01' Cons/roefio7---- tO BUILD 8" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. 5+435 6+DD Rf $ 0. 33/ 352 APPrO". Nnl 2110E1 CONSTRUCT/ON PLAN tih APPr°%- ADJUST 'MANHOLE .TO GRADE - SPECIAL PUNT 1 C UILD CONCRETE MED AN SURFACING, STATION y STATION SIDE DISTANCE COVER TYPE FRAME .' FLANGE /0./2 It 3/' B 8 / 6.2/ 9.315 Rt E Lt /927 Varies _ 11.40.5 1/•60 //9.00 Marian Rd. //9•/8 MarionRd Lt 72 /20./7 Marion Rd /20 50MarionRd Lt. /32 /0.37 //•60 Rt 492 SODDING AREA 4$ r SKEET TOTAL 909 Sq. Yds. RECONSTRUCT EXISTING MANHOLE * UILD CONCRETE MED AN SURFACING, STATION y SIDE DISTANCE COVER TYPE FRAME a FLANGE PLAN 301-R2 STATION TO STATION SIDE SQ. FT. 9-30 Rt 415' 8 / 6.2/ 9.315 Rt E Lt /927 Varies _ 11.40.5 1/•60 //9.00 Marian Rd. //9•/8 MarionRd Lt 72 /20./7 Marion Rd /20 50MarionRd Lt. /32 /0.37 //•60 Rt 492 t t o..;_1 of . 1, For Infarmafion On/y r Informal/an On BUILD WHEELCHAIR RAMP STATION SIDE TYPE PLAN NO /0.28 Rt I Lt /0.45.5 Rt. I _ J /0.48 Lt. III 11.1'75 Lt Varies _ 11.40.5 1/•60 J 4' 78 BUILD WHEELCHAIR MEDIAN CROSSING STATION SIDE PLAN /0i- 465 fit /'/otT 303 DRIVEWAY, wi BUILD CONCRETE ' PLAN 301-R2 STATION STATION SIDE SQ. YDS. //*30 Lt 44 //*60 Rt Lt 33/ 4,356 10.405 11.1'75 Lt Varies 380 11.40.5 1/•60 Lt BUILD 8 " CONCRETE PAVEMENT STATION TO STATION, SIDE PLAN SO. YDS. 6.00 //*60 Rt Lt 33/ 4,356 10.405 11.1'75 Lt Varies 380 11.40.5 1/•60 Lt 4' 78 CONCRETE SIDEWALK, PLAN 301-R2 BUILD k STATION TO STATION SIDE WIDTH SQ. FT. /0.28 //•60 Rt 4' 540 10.405 11.1'75 Lt Varies 380 11.40.5 1/•60 Lt 4' 78 CONSTRUCT/ON PLAN rt kb ti o°c a 4 a r3 SODDING AREA SHEET TOTAL 6'6'5 SQ. i/o's. kr Information Only BUILD WHEELCHAIR RAMP BUILD 8 " CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. t/+60 Rt /6+00 Rt E CI: 33/ 2818 I Lt /4+ 77 Rt 1 `() 15+09 Rt 1 _ 15+53 Rt r3 SODDING AREA SHEET TOTAL 6'6'5 SQ. i/o's. kr Information Only BUILD WHEELCHAIR RAMP STATION SIDE TYPE PLAN NO /2.65 Rt. I Lt /3+28 Rt I Ct /4+40 Rt I Lt /4+ 77 Rt 1 `() 15+09 Rt 1 _ 15+53 Rt 1 Rt 4' 456 /4+785 /5+09 Rt 4' /25 /5+53.5 /6+05 Rt UILD CONCRETE MED AN SURFACING, PLAN 301-R2 SIDEWALK, BUILD CONCRETE PLAN 301-R2 STATION TO STATION SIDE WIDTH SO. FT. //+60 /2+90 Lt 4' 524 /3+/5 /4+293 Ct 4' .452 /4+46 /5+23.5 Lt 4" 358 15+53.5 /6+55 Lt 4' /84 //+65 /2+65.5 Rt 4' 408 /3+/8.5 /4+45 Rt 4' 456 /4+785 /5+09 Rt 4' /25 /5+53.5 /6+05 Rt 4' /88 12+646 /4+37.5 Rt 3' 555 UILD CONCRETE MED AN SURFACING, PLAN 301-R2 CONCRETE DRIVEWAY, PLAN 301 R2 rBUILD L AI STATION SIDE STATION //+65 SIDE SO. YDS Rt f Lt /3+03 Lt 48 /4+38 Lt 35 /5+38 Lt 56 /2+58 to /4+85 Rt. 953 /5+34 Rt. 97 UILD CONCRETE MED AN SURFACING, PLAN 301-R2 STATION TO STATION SIDE SO. FT. //+65 /2+75 Rt f Lt /OOO Scok • /'.20' _,-346 -/ ,de Dr CONSTRUCT/ON PLAN 0y SMN O 316 SS hi FED. RO,DD Div. NO. STATE FED..aa, NO. NO 7 NEBR. 44-5508M ti t, .0 r. si SODDING AREA SHEET TOTAL 54/ 9q yds. ADJUST MANHOLE TO GRADE SPECIAL PLAN / C BUILD 8 " CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS //0.00 /9+09 22.00 Rt E Lt 33/ 36/1 f 16+26 20-46 Lt. /7' 13 56 Lt. 4' 34 /6,43.5 /8+06.5 Lt. si SODDING AREA SHEET TOTAL 54/ 9q yds. ADJUST MANHOLE TO GRADE SPECIAL PLAN / C DRIVEWAY, BUILD CONCRETE PLAN 301-R2 STATION SIDE DISTANCE COVER TYPE FRAME a FLANGE /9+09 Lt 20' B Rt f 16+26 20-46 Lt. /7' 13 56 Lt. 4' 34 /6,43.5 /8+06.5 Lt. 4' 736 /8.53 /9+08.5 Lt. Varies 3/6 /9.44 2/+90 Lt 4' 988 /9*44 4_ BUILD CONCRETE SIDEWALK, PLAN 301-R2 DRIVEWAY, BUILD CONCRETE PLAN 301-R2 WIDTH STATION SIDE SQ. YDS. 1830 Rt. /3/ /9+9/5 Rt /9 2038 Rt 28 16+26 Lt. 58 /9+28 Lt. 56 Lt. 4' 34 /6,43.5 /8+06.5 Lt. 4' BUILD CONCRETE SIDEWALK, PLAN 301-R2 STATION TO STATION SIDE WIDTH SQ. FT. /6+00 /805 Rt 4' 828 18.56 /9+93 Rt 4' 5/2 19+99 20+225 Rt. 4' /08 20-47 22.00 Rt 4' 6/2 /6,00 /6+09 Lt. 4' 34 /6,43.5 /8+06.5 Lt. 4' 736 /8.53 /9+08.5 Lt. Varies 3/6 /9.44 2/+90 Lt 4' 988 /9*44 Lt I BUILD CONCRETE BARRIER CURB, - PLAN 301-R2 STATION TO STATION SIDE LIN. FT. /8' 59 I /908.5 Lt 60 /9+42.5 ~ 2/* 90 Lt 248 _ 18+70 Rt 1 O ____ 17,t 92.5 Lt. I ft) 1800.5 For I,Forma//o r Dn/y BUILD WHEELCHAIR RAMP STATION SIDE TYPE PLAN NO /7+ 92 Rt I 18+05.5 Rt. I ~ 18.55 Rt. I _ 18+70 Rt 1 O ____ 17,t 92.5 Lt. I ft) 1800.5 Lt. 1 18+6/ Lt. Ill k _ 19+08 Lt I _ /9*44 Lt I 39 Scale. I'=2.' o _ _ ,,,/* �•♦♦♦•♦•♦4♦♦♦♦�♦�♦�♦4 S - - it MIMNIMIIIMP? • 0„00;;11141.11111.1.1•:•%•,;•;.. CONSTRUCT/ON PLAN N _)d • (, a rid5� 25' m Y yQ -_� � -- t 1 s‘, ii i ► 4•,,, •.JL4 /if azz4,. Pcii` ADJUST MANHOLE TO GRADE SPECIAL PLAN 1 C BUILD 8 " CONCRETE PAVEMENT STATION SIDE DISTANCE COVER TYPE FRAME B FLANGE 26.83 Lt /9 8 3,902 / Rt 4' 680 25+50 _ 25+90.6 Rt 4' 188 26* // Lt ,?,&* 36 Rt • 4' Be SODDING AREA SHEET TOTAL 356' 370 5q. Ws.. 9 h_m-55,080) �l0 ®Moy4,8/ N ~hN pti� /Iiew Morn dM ;Lx RECONSTRUCT EXISTING MANHOLE i BUILD 8 " CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS 22+00 I 28-D0 Rt £ Lt 33/ 3,902 25+32 Rt 4' 680 25+50 _ 25+90.6 Rt 4' 188 26* // Lt ,?,&* 36 Rt • 4' Be 26+89 SODDING AREA SHEET TOTAL 356' 370 5q. Ws.. 9 h_m-55,080) �l0 ®Moy4,8/ N ~hN pti� /Iiew Morn dM ;Lx RECONSTRUCT EXISTING MANHOLE i STATION SIDE DISTANCE COVER TYPE FRAME d FLANGE 23+5'7 Lf /9' B I 4' 348 23+02 Rt 25+32 Rt 4' 680 25+50 _ 25+90.6 Rt 4' 188 26* // 3pecia/ P/an /- BUILD CONCRETE SIDEWALK, PLAN 301-R2 STATION TO STATION SIDE WIDTH SQ. FT. 22+00 _ 22+88 RJ 4' 348 23+02 Rt 25+32 Rt 4' 680 25+50 _ 25+90.6 Rt 4' 188 26* // Lt ,?,&* 36 Rt • 4' Be 26+89 27+65 Rt 4' 308 27,88 28 +00 Rt 4' 44 22+32 23*59 Lt 4 508 23+99 24*66 Lt 4' Z64 2G 42.E 2 -34 L. 4' 404 26+895 Z7+/9 Lt 4' /70 27*66.5 28+00 Ct. 4' /0 25/33 25/74 Zf 4' /64 26/03 26/34 L/ 4' /62 For Informa/ion On/ BUILD WHEELCHAIR RAMP STATION SIDE TYPE PLAN NO 22+ 88 5 Rt 1 _ 23*4,3 Rt 1 _ 2632 Rt 111 22+// 26 * 95.5 Rt Ill _ 2632 Lt It C 26+ 96.5 Lt Ill 4._ L/ 33 ��i BUILD CONCRETE DRIVEWAY, "♦ PLAN 301-R2 STATION SIDE SO. YDS. 23+25 Rt 2/0 25+4/ Rt 22 26+04 ft /5 , 27*26.5 Rt 36 22+// Lt 45 23* 79 Lt 44 254'03 Lt 7/ - 27+39, 5 Lt 446 25788 L/ 33 i Scale: P-20' r - CONSTRUCT/ON PLAN 4764 cdChesfouf Ave. 4,99 96 E Curb LAP Ches/ A✓e r 7 M-5568(1) Ail R2 July 27, 1981 �;4a�►�e�s"b'�"?�`�"'!��w`LLAI�ti►`�.'�►i''��'„�''�`*"'�''i"�\�0'�1`��'�'�►�0'�s\�'R'�►'�a`�\��.\�� 1®��j/. ' AfimarAipp,_ BUILD WHEELCHAIR RAMP STATION SDE TYPE PLAN NO 30+52:5 RI IQ SO. YDS. 3/ - 01.5 Rt it Rt E Ct . 30+.52.5 -.•-4t 37/9 - Rt. 31.015 Gt. Ill " 324'''0 Ri. v 4' 954 33.M. 34.00 Rt . 4 BUILD CONCRETE SIDEWALK, INPLAN 3O1 -Rt" BUILD 8" CONCRETE PAVEMENT STATION TO STATION SIDE PIAN SO. YDS. 28+00 Rt - 34.00 Rt E Ct -33/ 37/9 50.52 5 Rt. 4' ROO 31.015 324'''0 Ri. v 4' 954 33.M. 4 BUILD CONCRETE SIDEWALK, INPLAN 3O1 -Rt" STATION TO STATION ' - SIDE WIDTH SO. FT. 8$-00 FRAME 28.79.5 Rt - 4' 310 , 29-.00- . 3 50.52 5 Rt. 4' ROO 31.015 324'''0 Ri. v 4' 954 33.M. 34.00 Rt . 4' 334,Y , .$3...00 +525 .:'fit q' :/ AREA TOTAL. ADJUST MANHOLE TO GRADE i. LA$ f- C *p; BUILD CONCRETE +t� PLAN 301 STATION STATION SIDE DISTANCE , COVER TYPE FRAME 11 FLANGE 304- 93 Lt. l9, . 3 ". DRIVEWAY, At *p; BUILD CONCRETE +t� PLAN 301 STATION SIDE 5O. YDS. 28.88 Rt. 35 33.02 Rt 35 2gt67 Rt tO tri Y ll rN o n n � k a CONSTRUCT/ON PLAN L '4�V0,ii•-•*, •W"%. %Wt��� .�r�i�i�i, 4k%.% \ .. \XitCW. "4`i�iO�Oi�i*iWR �`� ��%' "W L ��\\� lSIVASOW' L.All _ r-- Uti VN MD. toy 7 1T�T�tl NEM. 110. Me MUT034. No. I M0. M 55osr»I 4Iz Sca/e: P;204 , SirSsMrtoe v /o-Jil(rOnr � ti \NN N NN N NN\\\���1 `t_ CI; tCtC 4 1 111 SODDING AREA SHEET TOTAL 680 9q. Vo's. for, Znformafion Only BUILD WHEELCHAIR RAMP BUILD 8" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS. 34+00 Rt 40+00 Rt f' Lt 33/ 3905 1 10 — + 38 50 Rt 1 m _ 39,/3 Lt 1 o — 39 t 79 . Lt 111 SODDING AREA SHEET TOTAL 680 9q. Vo's. for, Znformafion Only BUILD WHEELCHAIR RAMP STATION SIDE TYPE PLAN NO 34+62 Rt. 1 — 35+/65 Rt Z — 38+01 Rt. 1 10 — + 38 50 Rt 1 m _ 39,/3 Lt 1 o — 39 t 79 . Lt 1 k — 4' 598 34+00 35+28. Lt. 4' 5/2 U rc BUILD CONCRETE DRIVEWAY, PLAN 301 R2 STATION SIDE SQ. YDS. 36+56 Rt. 57 35+32 Lt. el 36+/6 Lt 44 37+ 43 Lt. 24 Rt 4' 492 36+73,5 38*0/ AD. Idthrliat BUILD CONCRETE SIDEWALK, PLAN 301-R2 STATION TO STATION SIDE WIDTH SO. FT. 34+00 34.63 Rt. a' 252 35+16 36+39 Rt 4' 492 36+73,5 38*0/ Rt. 4' 5/0 38.+505 40+00 Rt. 4' 598 34+00 35+28. Lt. 4' 5/2 35+46, 36+03 Lt. 4' 228 36,+30 37+33 Lt. 4' 4/2 39+54 39./35 Li. d' 638 39+66 " 40+00 Lt. 4' /93 •o v ti 4 CONSTRUCT/ON PLAN i 4 .e e c b`- �I V .�$n N ,,4' CI 9 1 1. ti mry' b C44 . V x \ x� ic 1'/ N • ..<::%::: w . . 61-•4r.•♦ x.44 ♦i'►•\\i\\\r\\\V .♦♦♦.,\\!'NNe V.3♦♦♦0,'N \\0\�`\\S\hV., ♦♦♦♦p♦♦♦♦.�`� -14\ • �ati1.\i�'�' `\��`�.\\\\�`� �.❖:.:o .. \d\\\,��a�e8••.i1►�•♦•�.\\\\\`i\\\\\�♦•►♦♦• ♦♦. d j.♦��♦•♦♦•��♦ A. T • •••O♦'Oi•♦i ♦ i♦C'i♦i �1 _r tits �tii�i► -- - = ��� - - - 110 ti N 4, 411•Ar hap L 14795 Gri NS 1i 41 h For Z rmi/ion On I• h M H � rr --n WAXIIItte ; r0' H4ds L/.Ir �•♦ = ♦ ♦ • ♦., a y- . z:. J - z \\`�♦ ••• •O'\\\l►lit\\\\\\\\\\\\\`�`�sii\Za�aX►\\\\ • �i\ti� �\\O\ \`�\VIA\\\\ \®\ sOi.• s•- �• • \\\ \\\ \\ - - - ,•!:!._!:, . .. ,.��.�. \ate ,s47 _ tea - BUILD WHEELCHAIR RAMP • STATION SIDE TYPE ' PLAN NO 40+ 93 Rt. 1 _ 4/+4L5 Rt 1 _ 44+24 Lt II Lt 44+ 75 Lt ./ R _ 42+65.5 Lt. 33 - 43 + /5.5 Lt. 19 43+82 Lt. a SODDING AREA SHEET TOTAL 476 5Q yds. I3� ADJUST 'MANHOLE TO GRADE SPECIAL PLAN I C BUILD 8 " CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. 40+00 / 46+00 Rt e Lt 33/ 3949 4/ + 55 Lt 29 42+ /4 Lt 29 42+65.5 Lt. 33 - 43 + /5.5 Lt. 19 ADJUST 'MANHOLE TO GRADE SPECIAL PLAN I C ' STATION SIDE DISTANCE COVER TYPE FRAME IC FLANGE 44+665 Lt 24' 8 / 42 40+15 Ct. 25 4/ + 55 Lt 29 42+ /4 Lt 29 'c14. c W tiG^ V M N 41 Scale: iCeo DRIVEWAY, .•- BUILD CONCRETE PLAN 301-R2 STATION SIDE SO. YDS 42+39 Rt 38 44 + 50.5 Rt. 42 40+15 Ct. 25 4/ + 55 Lt 29 42+ /4 Lt 29 42+65.5 Lt. 33 - 43 + /5.5 Lt. 19 43+82 Lt. GQ 45+26 Lt 28 401'9/ Lt 27 It 4' E4 N 41 Scale: iCeo CONCRETE SIDEWALK, PLAN 301-R2 BUILD STATION TO STATION SIDE WIDTH SO. FT. 40+O4 40+93 Rt 4' 448 eV+4/.5 42+26 Rt 4' 340 42+ 53 44+305 Rt, 4' 7/2 44+ 90 46+00 Rt - 4' 520 40+00 45+09 It 4' E4 40+25 4018/ It 4' 3't 4/+64 5 42+55 Lt. 4' /64 42+24 42+56 It 4' /32 42+ 94 43+065 Lt 4' /28 43+23 43+675 Lt 4 /75 43.95 44+25 Lt. 4' 208 44+49 45+19 Lt 4' 252 45+38 46+010 Lt 4' 25Z 4/t0/.5 4/*46 Lt 4' 176 rese s..£. ui7 t) 4 CONSTRUCT/ON PLAN `C 1 °' t , 111 I LI''''{I y 1 `o �yF W h a 0 0 ‘.1'^ 4 4 .v o X xi..,... // •eeee�� ��e. eeeee0e. pe•. : ♦ . ►'��G: 6.eeeeee• eeee• eee.3.43, a �ee4 +ee•Qy 43•1•7.•3 ... / . .. • :i►eeeee' V.4•4' v I eeeev�Je� '!ef' •e.•e•1 ►.«. �� S�., _ v. ✓ ►•e44I. IWFA. . ►�.�•�.�•�•�•�A A•�j�e�e�� �enje. v '' ♦ e:-.::',?1••.\ e.e I eej eee _-•.-�_ • ' _�_�•�•�•_ -_ - _.___._-... 4444.. �... •.. 1 ee• i\\��i!i!i!i!is0e�i!i��\\\\�,\\�\\\\\\\\\�.i\\\\V s4•ii ItN\ alk. N.. i:" ' "'`i\i\\\i — �� �eieieO�ee'• - eeeeeee�` --•N► •_e- -� _ ..�._- 4444 ... e \i\iii\\iil eeeeee ♦e1\\iiii_ . _ ,, •••eeeeee iii , -_ 1 44.. _. -.. .�:!Ae:❖ii,v i.•s - -_ . - ,„ •:•�iiev "�._ _ ,.v *ss -.eee .•.. • - .•••eeeeee. �����i�����-eee.....ii��i�T� .•-� . .eeeeee a� .•.•.•.. •%���... < � : » _ , �e��e2.!e!•!•.�.e�e ;.. ., ,.eeeeeeeeesee♦ ase. _ e?..e.•.e�._ is�e.���e����\\\\\\V \,•.eeeeee ee,,e���\\ii\\\\� i►ii'r \\\\\\\\\�!�\\� p`e�ei'i':`+ ee -� >A . .oe. -:# ♦ee. e.''; • ►eee , I'4 V,,.6,66-0 �\�\:�\ - .ee♦ eee we. • ate. - ��w.. •._ F? .e.►iaaeee� .eA!�!.!•Wi!•...,- AI '4 -46 _ 3'4444 Canr. 3:dewa/k 4 di Ile. MOMS 7. NE 1 - ..2 •e�•e.••.•••pep•.. 1 ,fl�fe. L.M. - t►\i\\\\\\\iiii .•ee.•eeeeee•eec Z,e ►eeeeeeeeeepeeeeeee �•ieiiiiieieieiiieieii�'?' ;��� �i' •�«s��� moi\\i!\\>\\iiiii\i\\�s�.a.!.L.!Ae!.A�2.!; ��ii\\ii\\\iiii\ii V•�•�i��.�i��.�i��e� •ee.ee.e.eeee.e�,-- "Vs! �"�; �' •� .� ••v:- \\\�\\\\•e...?�.e!e�.leSt�.�\\�\\ \\\\\ii\\\\\iii\\ii�ie�ei�ieieieieiei�i�ieiei�ie: ��i0ie.�ieieieieiei�ie�e�e� :VOA ij - _._: ffi„1":;41•• •p.•.p•.,. — — !..._ e._ ...............�0\\i\\iir�► ���e�e�,►eeee--,ya\\i\\\ii\\\\\\i\\`!eAAe�e:A�\\\ii\\i\\\i\i\;Q'f:�.'�ift �a ie0ieieieiei�ieieieiei0e44• ;11441 _ ... Z ►eeeee♦ •eeeeee♦ For Infor,nahar Only. BUILD WHEELCHAIR RAMP STATION SIDE TYPE PLAN NO 50+95 Rt 1 SO. YDS. 5/ + /4.5 Rt I Rt E It 5I+63 Rt. I m — 5/+98 Rt. 1 C _ 5/ + 80 Rt. 44 t - Gt.. 44 47+20 LL M SODDING AREA SHEET TOTAL 367 3(2Yds 4 ADJUST MANHOLE TO GRADE SPECIAL PLAN I - C BUILD 8 ” CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. 46 -DD 1 5E+00 Rt E It 331 34/07 50+22.5 Rt 88 51 +04 Rt 32 5/ + 80 Rt. 44 46 +26.5 Gt.. 44 ADJUST MANHOLE TO GRADE SPECIAL PLAN I - C STATION SIDE DISTANCE COVER TYPE FRAME B FLANGE 50-8/ Lt. 20.5 " 8 1 45 49+4/ 5 Rt 45 50+22.5 Rt 88 51 +04 Rt 32 BUILD CONCRETE DRIVEWAY, PLAN 301-R2 STATION SIDE SO. YDS. 47*15 RL 45 48.28 Rt 45 49+4/ 5 Rt 45 50+22.5 Rt 88 51 +04 Rt 32 5/ + 80 Rt. 44 46 +26.5 Gt.. 44 47+20 LL 28 47+67 Lt 2/ 48+40 Lt 39 49+DO Lt. 39 49+62.5 Lt 38 50+//5 Lt. 38 50+65.5 Lt 53 5/*12 Lt 32 5/+65 Lt. 45 4" /20 47+77 48+27 Lt 4' BUILD CONCRETE SIDEWALK,: PLAN 301-R2 STATION TO STATION SIDE WIDTH SO. FT. 46+00 46+95 Rt 4' 380 42« 36 48.0, Rt 4' 284 48+48.5 49+20.5 Rt '4' 292 49*62 49+96.5 Rt. 4' • /48 50+485 5d+95 Rt 4' /88 5/+/4 5/+62.5 Rt 4' /96 51+98 52+06 RL 4' 8 46+00 46.-/5 Lt. 4' 60 46*433 47+// Lt 4' 272 42+295 47+58 Lt 4" /20 47+77 48+27 Lt 4' 201 48+54 48+B6.5 Lt 4' /32 49+/4 • 49+53 Lf 4' /60 49+72.5 - 56+03 Lt 4' /24 50+22 50+55 Lt 4' /36 50+725 5/+05.5 Lt. 4' /04 51+20 5) * 5/, Lt 4' /40 51.75 52+00 Lt 4' /04 f43 /5"Tiro CONSTRUCT/ON PLAN / / fg0 004P No. Sfon TM ND 4/-5508(/) 45 g$ m m 1 .!`►!\\ww— :.:.:.+s*;0..:.:..', .moi\N Q 1.x 4, '' W� 3 '11/ N N ti k h (6ir/iee,(/ • .ARSmrLbs Scale • S000ING AREA SHEET TOTAL 92 q. yds. Or 0 • ///, //,�, %/�l//';'%/////// 77 /////7l/////// //)//%//,//////////��////i%//////////////hiT�l�/�///////'�//////////////////, F.-0 rr ii ' u '2 '� yy d 4 �� 4 .4 a Q W C O W l .� u '.'1 4 a T a �� �' w l i U 4:k VI a ,-,1 fi q LI �y �u W v R W yi �. 0 0 0 �� O , mR y[�yp,3 C Q.� v °','- 'Zp ',-,) 7 V) V �q,iN .� 4'Fh 3!'- !,,. Y v. ,} Ot 4 P P X T y� v� v. ti l" J v. °i Y. -s ,. moi. + C 7'4 w� �a ;y 0."-',///zto.cc�2m (B7 B "E-rergreen C�1 BUILD CONCRETE SIDEWALK, PLAN 301-R2 BUILD 8" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. 5200 52+/3 55443 Rt 4' Lt 33/ /898 2/ 533'83.5 If. 34 ,57,` 74.3 Lt 25 L/ 4' /4 52423 C�1 BUILD CONCRETE SIDEWALK, PLAN 301-R2 DRIVEWAY, R2 ;• BUILD CONCRETE PLAN 301 STATION STATION SIDE SO. YDS. 52+56.5 Rt. 45 52+/3 It 38 53 +20 It 2/ 533'83.5 If. 34 ,57,` 74.3 Lt 25 L/ 4' /4 52423 527'655 Lt" 4' /70 53429.5 • 53472 Lt. 4' /76. 5349G.5 543'07.7 Li 4' 45 524&3 53+/[5 LI 4' /14 C�1 BUILD CONCRETE SIDEWALK, PLAN 301-R2 STATION TO STATION SIDE WIDTH SO. FT. 52-00 5235.5 Rt. 4' /44 52. 77 5 5Z+88.3 Rt 4' 45 52400 523' 04.5 L/ 4' /4 52423 527'655 Lt" 4' /70 53429.5 • 53472 Lt. 4' /76. 5349G.5 543'07.7 Li 4' 45 524&3 53+/[5 LI 4' /14 • 4 C • 1 t34 Z,ght f'y' • zr CONSTRUCT/ON PLAN # h ©May /, 8/ e/e%' 5yiee/ ,Seek Appox. Lirn/f✓ of Con9tructionJ �— � g I 8h 0 1 __ 5eediny Area Appox. Lin/ifs oP Cons/r7c7077-7`----tom - 5eediny Area ....../.6.Z EA SHEET TO in SODDING A 3/7 q. Sods S ING AREA SHEET TOTAL 0./8 Acres TyPee 8 BUILD ��\��. ,.., BUILD CONCRETE . .T l0 STATION SIDE SO. YDS 4 //2+5/ ©May /, 8/ e/e%' 5yiee/ ,Seek Appox. Lirn/f✓ of Con9tructionJ �— � g I 8h 0 1 __ 5eediny Area Appox. Lin/ifs oP Cons/r7c7077-7`----tom - 5eediny Area ....../.6.Z EA SHEET TO in SODDING A 3/7 q. Sods S ING AREA SHEET TOTAL 0./8 Acres TyPee 8 BUILD ��\��. ASPHALTIC CONCRETE PAVEMENT TYPE "B" BUILD CONCRETE STATION l0 STATION SIDE SO. YDS 4 //2+5/ //4+36 Lt /29 Lt. //2+5/ //3+25 Rt 8 //3.83.3 //4+36 Rt 2/ • *for Information Cn/y 11 ILD CONCRETE MED AN SURFACING, PLAN 301-R2 DRIVEWAY, BUILD CONCRETE PLAN 301-R2 STATION SIDE SO. VDS. //4+ 68 Rt 68 //6 + 05 Lt. /24 11 ILD CONCRETE MED AN SURFACING, PLAN 301-R2 STATION TO STATION SIDE SQ. FT. //5+4/ 339 //6+DO Lt 178 UILD 8 " CONCRETE PAVEMENT STATION STATION SIDE PLAN SO. YDS. //4+36 //(0+00 Rt e Lt 339 794 N 0 CO d FED. ROAD STATION FED. AID SHEET DIV. NO. STATE PROJ. NO. NO. 7 NERR. /I'55091/) QGA ® foy 48/ Adder ghee/ BUILD ASPHALTIC CONCRETE PAVEMENT Ty"oe .'.. STATION TO STATION SIDE SO.YDS.)0 ////9G - //413G L/ 2/3 ////96 - //4/36, Rf 209 ror /n7Grrrb4an On/y BUILD CONCRETE DRIVEWAY, PLAN 301-R2 STATION SIDE SQ. YDS. . //4/6'8 PI 67 //5/05 L/ /35 //314 Pf 76 /000 BUILD CONCRETE MEDIAN SURFACING, PLAN 301-R2 STATION TO STATION SIDE SO. FT. - //5/54 - //a /00 Lf 2,a/ L/iPr' 339 /000 SODDING AREA SHEET TOTAL 39/ SQ. Yc . SEEDING AREA SHEET TOTAL /8Acres 77/C6' CONSTRUCTION. 'AT ASH, INC. LINCOLN BUILD B" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS. //4/3!0 - //6/00 L/iPr' 339 /000 SODDING AREA SHEET TOTAL 39/ SQ. Yc . SEEDING AREA SHEET TOTAL /8Acres 77/C6' CONSTRUCTION. 'AT ASH, INC. LINCOLN W. Q.9 r_ - ♦♦ipi♦i♦i♦i♦O�♦�►O♦ CONSTRUCT/ON PLAN 2 / / r_lBUILD CONCRETE DRIVEWAY, wv PLAN 301-R 2 STATION SIDE SQ. VDS� //7* 58 Rt 2$ 1/6.85 Lt /24 200 //9.00 Rt e Lt 331 /923 * 120,50 Ea SODDING AREA SHEET TOTAL 804 eq. -/o's. O k7 fld ,Nbin 4" Ga: Lm._ B Cas Llne 1 M511J Qi toy /, 8/ • /e/ec/ S eet 9ea/e, i'--20' �$3fd 9t q715lr s/? - 5'/a 7/97'72 gid rion PI St 10tO0 W2170Sta 5to 1 1/1-83 81 Mierlon Rd BUILD CONCRETE CURB* STATION TO STATION SIDE LIN. FT. 121.00 PLAN 122,66 Lt. 200 //9.00 Rt e Lt 331 /923 * 120,50 /22,08 Rt E Lt 33/ 556 ' See 5hee/ 2.7-2 k ' /ns/o// 25 Tc ,80, BUILD CONCRETE SIDEWALK, PLAN 301-R2 BUILD 8 " CONCRETE PAVEMENT STATION TO STATION - SIDE PLAN SQ. YDS. 1//0 *CO Rt //9.00 Rt e Lt 331 /923 * 120,50 /22,08 Rt E Lt 33/ 556 ' /ns/o// 25 Tc ,80, BUILD CONCRETE SIDEWALK, PLAN 301-R2 ,STATION TO STATION SIDE WIDTH SQ. FT. 120.50 //9.00 l2Ot%''1 Rt 4' 19L /22.00 Lt. GOO ill UILD CONCRETE MED AN SURFACING, PLAN 301-R2 STATION TO STATION SIDE SQ. FT. \b*00 //9.00 Lt. 2294 12x0 /22.00 Lt. GOO 7-11-8 N Z N FED. ROAD DIV. NO. STATE FED AID PROD NO. SHEET NO. 7 NEBR. ri 5506' ri 47,4 N ploy /, 8/ f1%de/517ee/ O 5", 9-`9'7,5 14' r= f S-"7/1'729 MOfCni2N \\\\7 B" ioe C.�e '0" Mlle, /h.n ia5 L.ne W a TB BUILD CONCRETE MEDIAN SURFACING, PLAN 301-R2 STATION TO STATION SIDE SO. FT. //G/00 - //9/00 L/ 2050 /20/50 - /22/00 L/ a00 Lf 2Q0 MI SODDING AREA SHEET TOTAL 870 sq Yds. PAT ASH INC. L INC , BUILD B" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. //G/00 //9100 L/6',E'/ 33/ */20/56 - /22100 L/e,,e/ 33/ /980 556, 82°30 is /0 I I I I Marion ,(77' BUILD CONCRETE DRIVEWAY, PLAN 301-R2 STATION SIDE SO. YDS. //7156' 3/ /32 BUILD CONCRETE SIDEWALK, PLAN 301-R2 STATION TO STATION SIDE WIDTH SO. FT. /20/50 - /20/99 ,E'/ 4' /9G * /ns/o// 257•Bors T ee Shee/ 2 - CONSTRUCTION BUILD CONCRETE CURB '* STATION TO STATION SIDE LIN. FT. /2//00 - /22/00 Lf 2Q0 ee Shee/ 2 - CONSTRUCTION ti f47 St. Light < PP -L 33 St Light E /09 St G/9177' PP CONSTRUCT/ON PLAN 4. f B9 9t Light t; PP 1 ti - 7 NEW!. 104 014.01 M 554,0) 5c 0/e: 1 26 * /ns/o// //G Tie /3,7,c SODDING AREA SHEET TOTAL 583 sq. Yds BUILD CONCRETE CURB * BUILD 8 " CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. */22'00 2 780 /ZGfC2 0 33/ /O27 * /ns/o// //G Tie /3,7,c SODDING AREA SHEET TOTAL 583 sq. Yds BUILD CONCRETE CURB * STATION TO STATION SIDE LIN. FT. /22'00 /25'33 0 GG / /25+28 C7'. 2 780 '* Sew s'hee/ 2-71 UILD CONCRETE MEDIAN SURFACING, PLAN 301-R2 STATION TO STATION SIDE SO. FT. /22.'00 /25+28 C7'. 2 780 Z O • tp WATER SYSTEM 8 DRAINAGE PLAN ID ROA 1 s*• Pea un wNr I noR a. '7 re'. I M5508(d 519 i • M O BUILD REINFORCED CONCRETE SEWER PIPE • NO. SIZE DESCRIPTION EXC. CU. YDS. 4 OA Cath Net fta Junction Bar /Vo.48 'crunctBox4BteConc. Fbr&E,k/$ ct'Qare/ree(PHn4/014/01 45 • /08 4C 36'x84' O BUILD JUNCTION BOX, PLAN 443 NO. STATION SIDE "X" "Y x Vi" EXC. CU. YDS. 4B 5433 47.5'Q/. 5'-O" 4=2' x4=2" /6 X15 ti • •0 Sa/raye Pipe a- C REMOVE EXISTING PIPE CULVERTS, HEADWALLS & F.E.S. STATION TO STATION SIZE HOWLS. F.E.S. EXC. CU. YDS. 5+26 38' Rt 5*34 49 Rt 34"x/2' CMP Pipe Arch 1 /0 Sa/raye Pipe a- C WATER SYSTEM°'8 DRAINAGE PLAN • 7011,44- ttt,d12, WATER MAIN QUANT/T/ES a 1 P9pe 0a V.7/✓C, M ✓. ppw�er Hud�nt Fdllt� l. Lam. We/ Connecnar Remover Nvdrant gca4 Air-Arrt V' a' 4' V' c" 4' 4ZZ '' 4 ! — 4 - f — 1 /570 / / — 0 BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION EXC. CU. YDS. 8 /8"X //C' Cur•6 Tn/e/d /o (.7.7o/:ori Box 3 -- 90 5 /8`11dEgix9' Curb In/et 2 to Curb In/et 5, /9 6 24""53i" duneboMBox487'o Conc. Hared End Section /'agr6ra%{fXen4/of4/3J%.° 5/ 7 /8"X R9' Curb .Th/et /A /o Toner/vn Box 3 75 78 24'X49' (Time/kw Box 3 to rTunct/on Box4A Zee BA /8-.32' Card In/e/ / to dune/ion Box 18 . 20 q /8"x53' Curb ruler•/B /o 172,,7//on Box 3 35 98 /8'XZd Oyt.6 /ef /8 /o S/0 /8/100-e ,47f Cond. Co/%/ -Piro 425 -Ql) 20 0 BUILD JUNCTION BOX, PLAN 44.3 NO. STATION SIDE "X" "V x Y1" EXC. CU. YDS. 3 /20130 c' Z/ 4'Z" 3-6' x 3'-0" 7 4,9 /20, 29 53"L/ 4' -FV" 9',0"' 9-0" /1 0 BUILD CURB INLET, PLAN 443 NO. STATION SIDE "X" "A" "y" EXC. CU. YDS, l /20 59 Lt. 3"-7Y" 4=7' f,' -D' /3 IA /04 98 Lt. 3'-5" 4' 7" 6'-O" /3 /8 /Z0175 Rt 3'-//" 5'-2" 6'-0" /' 4 /0'7D Rt 3' 74' 2'S" /.'-0" /1 5 O'/9 Rt. 3"-3' 1"//" 4'-D' /1 2 4127 L/ 3'-0if Z'--5" 4'-0" 7 WATER MAIN QUANTIT/ES D.I. Pipe Gale !/a/ve M. J. 5' Hydant er c1 fillings s it/e/ amoeba? Remove Nydnnt Remove M /y /0" 0" 4" 3" /0' 6' 4" 3' 400- 29 - 8- — 2 - / 1 5/5 — / — WATER, SYSTEM 8 DRAINAGE PLAN h p". *GAO DIV. MO n•n ram�MO. M-5508(1) 4 o 8 14 N 57 Seale /'.2D" ti TN' r .��:.11� ear_ 0,00.10.0.0•0.".11.11.111.111111111111111111111711111 = t • N i.V 1") , V�9k AA eft; ti WATER MAIN QUANTIT/ES D. 1. Pipe Gale lj/ve, M. J. mm5p,o"ee ya nn oL F11fb S iuc/ Co,mec/iai Remare Nydrnn/ Refiref e Pf 2" /0" Q" 4" /0' (e" 4" 2" 70' GOO 4 — / / — 2 / 829 — / — 4 WATER SYSTEM 8 DRAINAGE PLAN N 1- X 140. AID OAT'S rftQl. MO. 110 7 NUB,: M.5564301 Yl GNtGLWMa.447 — .Scale: I".& ►v, �_►,t'i.'.,�;w_✓ice 0a cv kr, • 4.9 N • a - N K F - Curve Data For Water Main AO PI = Sta. 19'09.52 25.56' Rt d = 7°19'00' ,' 1498.89' T= X72.40' L = 204-.49' D= 3.8V Q BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION EXC. CU. YDS. IO /87ai.9 X5i; Curb Inlet /ato Curb Inlet 7, 38 11 18;Qz A77' Curb Inlet Ito Curb Inlet8, 49 12 18X 128" Curb Inlet 8 to Manhole 9, 79 13 18-X 27' Curb Inlet 10 to Manhole 9, 18 14 24X12/° Manhole 9 t Manhole 11, 93 15 "45"4:12110X 27 Curb Inlet 10a to Manhole 11, lG 11. 24X 11.0' Manhole 11 to Manhole 14, 99 2=5" 120' 18 10a s 0 -BUILD CURB INLET, PLAN 443 NO. STATION SIDE "X" "A" "Y" EXC. CU. YDS. I. 17t79 Lt. -9%z 2-5" 4""-0" /1 7 17-1-79 Rt. 4-2' 4'41- 14.-0" 23 8 18t5// Rt 3-10' 4-7' 12=0" 19 10 fit 75 Lt. 4'-2" 2=5" 120' 18 10a 21-1-05 Lt 3"- 3' 2'-5- • 81-0' // O BUILD MANHOLE, SPECIAL PLAN I C No. STATION SIDE COVER TYPE FLANGE 11 FRAME RING 9 /9*85 on E 4 I // ?/*/5 on T A I it' NON- PARTICIPATION WATER MAIN OMAN TIT /ES D. I P/pe Gate //a/ue, Rs). 5"er NVorjnt F�� t L b595 ii/e/e/ Connec/icn Remove Nylon/ Remove e /0" G": 4' /0' 6" 4' G11 13 — 2 2 — I 1270' 2 / 1 WATER SYSTEM 8 DRAINAGE PLAN 1' p ,-tica,/ Clearance New /0"Mein 7 May /, 81` G 3gr Carmaah Swab Fittitgs and (/a/mss PI Pipe with 53 Chlorine 5/each Provide Tem Crary P/uq 1/a/ve to A//ow Flushing, Ch/ori- nation end Testing. Before Connecting to Existing Main. >65' Bend �Cut back and P/mq w/Concrete Make Connection to Existing Main After New Maid Has Been Flushed, Ch/orinated, zrnd Has Passed Bacteriological Testi TYPICAL COA/NECTION DETAIL .yob/! Service S ifron Pro•osed Underground 7f,;± 44 5 m 4 0 BUILD CURB INLET, PLAN 443 NO. STATION SIDE "k" "A" "y" EXC. CU. YDS. 12 221-1.$9 Lt 3-3- 2.-5" 14=0"' 14 13 22t/1 Rt 3'3 2= 5" 12:0- /3 15 241 08 25/95 Lt 3' 3" 2'5 4=0" 8 11. 251-85 26770 Rt 3'-3"" 2- 5. 4'-0` 8 18 271-07 Lt. 3'3" 2-5' 4-0- 8 14 271-15 Rt. 3'3-- 2-5" 4-0" 8 C TAPPING EXISTING MANHOLE, PLAN 428 -RI NO. STATION SIDE DISTANCE EACH 21 27, 96 C/ 33" 1 — 15 1 A 17 26 t/825t7,ron 19 20 — ?8'Curb Inlet 11. to Manhole 17, 1 0 BUILD"AANHOLE, SPECIAL, PLAN IC NO. STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE /¢ 22t79 On ¢ — 15 1 A 17 26 t/825t7,ron 19 20 — ?8'Curb Inlet 11. to Manhole 17, 1 A 20 27 -x-25 0n ¢ — 241103. /50' 1 A O BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION - EXC. CU. YDB, 17 o'Qd84X3/' Curb Inlet 17 to Manhole 14, 16 18 /8"GdEvX& Curb Inlet 18t° Manhole 14, 15 21.188 3352`6' Manhole /4 to Manhole 17, /80 203 19 20 24'X ks' iz X-4 ?8'Curb Inlet 11. to Manhole 17, /5 -2 g 21 /8' df X-2Curb Inlet 15 to Manho/e 17, /8 -i- 22 241103. /50' Manhole 17 to Manho/e 20, &1, 4.11- R 23 /5 'aX40' Curb Inlet 18to Manhole 20, 17 24 /8'1,21412A Curb Inlet 19 to Manhole 20, 16 25 24-X 70' Manho/e 20 to Exrst. Manhole 21, 53 -' REMOVE EXISTING PIPE CULVERTS, HEADWALLS & F.E.S. STATION TO STATION SIZE HOWLS. F.E.S. EXC. CU. YDS. 21.145.5-29'Rt. to 21.1-92-1L.' Rt. 18"X48'R.C.P 1 21.1-41.5 28 2.144 -27 Lt. to 21.1-88-3/'Lt. 18'X42'RCP 21.188 Lt 24 271-&8-/29Yt. to 21.t88-.31 Lt. 18"X 18'R.0 P Rt 1Lo /0 21.1-88-12`1'Lt to 21.1-92-10 Rt. 18"X 29'RC.P 17 21.t88-31'Lt. to 271-91.- 33 'Lt. 24-X 108'R.C.P 49 NON- PART/C/PAT/0N REMOVE MANHOLE STATION DISTANCE SIDE EACH ' 2Lot88 Lt 31 1 21.1-41.5 Rt 28' 1 21.188 Lt 12.9 ' 1 REMOVE INLET STATION SIDE DISTANCE EACH 21.±4L4 Lt 27 1 21.1-41.5 Rt 28' 1 21.188 Lt 12.9 ' 1 21.1-92 Rt 1Lo 1 , WATE? SYSTEM DRA/NAGE PLAN C2 July 27, /981 NON-PARTIC/PATION WATER MAIN QUANT/T/ES P.1. Pipe Gale !/a/ue, Ms). puler Nudon/ .Z f C/bs s wef Gonnechiav Remove Nylon/ Remave{ A it 10" a" 4' 10' Ca" 4' 600' 1S- 9,- 4 2 1- 1- 985 2 1- — 1 h WATER SYSTEM 8 DRAINAGE PLAN l Q �� 0 Q k y 9,. n `j X x. 4 W'J Fen, n0A mr." 7 ern MD M-55080) 55 N Scale: P.20' Altgasebig Rflikkrbes •oz ea } 3 �V V1 k i o g -. ►8 BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION EXC. CU. YDS. 21 18.X28' Curb Inlet 23 to Manhole 22, ZG 27 15728' Curb Inlet 24 to Manhole 22, 26 28 18'X271 Manhole 22 to Manhole 22a 302 381-89 Rt 4-2" 2-5 • 0 BUILD CURB INLET, PLAN 443 1 C NO. STATION SIDE "X" "A" "V" EXC. CU. VDS. 23 381-88 Lt. 4'-2' 2'-5" 14-0' 20 24 381-89 Rt 4-2" 2-5 1Lo-O Z1 kQ t1 Q BUILD MANHOLE, SPECIAL PLAN 1 C M0. STATION SIE COVER TYPE FLANK.. MANI 22 33I-98 on f 4 / *NON-PART/C/PA77ON WATER MAIN QUANT/T/ES P 1. Pipe Date 1/a/ve, M. J. Rorer Hvdr/n/ �� FiL/bs95 we/ Comedian Remote Nvdrxn/ Remoree M P/ A%" aN 4' /0' 6" 4" 609 /6 — 3 3 — 2 A-40 / 2 - — WATER SYSTEM&DRA/NAGE PLAN FM . AM - M-5508(/) 56 Q; y �� h E / e 44Fh - W me .si s 1 a a P uaCi��i / I v A x v`istN k Le 1 Existingq 34" Sewer pipe q 4°.t'" --_t-- ProeHet M- 330(28) Lp k5 k $ oU -Lb- am¢ a IL __ p i w:l IIII Iliii' L. .4. 4 III 11111 NR � VN ----I En 0 BUILD CURB INLET, PLAN 443 NO. STATION SIDE "X" "A" "V" EXC. CU. YDS. 21a 41-1-73 Rt. 4-2" 2"-5 -5" 12=0" (o-O-lt- 18 27 447'12 Rt. 4=2" 25 431-54 Lt. 4'- 2" 2- 5" .. 8,-0- 18)X61 29 441-98 Lt 3'5" 4.7" 10=0' 16 3L,"X 14' /1 ho/ 30 to Manhole 3/ 18 BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION EXC. CU. YDS. 29 18X25 ' Curb Inlet 21a to Manhole 22a , 20 30 21X236' Manho/e 22a to Manhole 25 Z50 31 18-Y 26' Curb In/et 27 to Manhole 25 , Z0 32 21X 66• Manhole 21to Manhole 30 62 33 31."XSO' Manhole 25to Manhole 30 68 34 18)X61 Curb Inlet 28to Manhole 25, 47 35 15'X 35" Curb Inlet 29 to Manhole 30, P1 3Lo 3L,"X 14' /1 ho/ 30 to Manhole 3/ 18 REMOVE EXISTING PIPE CULVERTS, HEADWALLS & F.E.S. STATION TO STATION SIZE HOWLS. E. E.S. EXC. CU. YDS. 44157-1/.3' Rt. to 44157-47 Lt. 18"X 4L R.C.P 22a 417-73 • 27 44157-1t, 3. Rt. to 441-95-30' Rt. 12')(42' RC.P 25 P2 441-57- 43 ' Lt to 441/.45-43' Lt 1"2"X7' R. C P 1 4 44195(Fiekliril'y) 30'H/ 4 1 30 44157 7.9'/1 4 1 31 °BUILD MANHOLE,, SPECIAL PLAN 1 C STATION NO. STATION SIDE COVER TYPE FLANGE & FRAME RING 22a 417-73 on C 4 1 25 441-12 on €€ 4 1 21. 44195(Fiekliril'y) 30'H/ 4 1 30 44157 7.9'/1 4 1 31 441-57 47"Ci 4 1 REMOVE INLET STATION SIDE DISTANCE EACH 44157 Rt. 713' 2 441-1.45 Lt 43' 1 WATER MAIN QUANT/T/ES 0.1. Pipe Gate l/a/ve, M. ✓. 5" HvdPLanarnt er �� F/lbs 5 net Cnnedicn Remo✓t Hyd��nt Remove M le(O/ 10 a" d' 10' 6" 4" 009 4 — / / — / 955 1 1 — 1 WATER SYSTEM 8 DRA/NAGE PLAN 1 W_c qiqa DIV NOiD STAT" 7 INEen. VW..oPAO . M-5508(/) 57 1 ,Sir. Raw Id NbrIM! '83 PSL.pZP 1- NON- PARTIC/PATION Seale: 3desZeo :WWI ars WATSR MAIN QUANTIT/E5 01. Pipe Gate !/a/ue, M. J. 5pP" Hvd�ant c.I F L b595 we connection RemovC HQdr•Jnt Remove/ Mete/ Pi/ /0" 0" 4" IO' 6o" 4" 223 3 625' 1 — WATER SYSTEM 8 DRAINAGE PLAN v-� Ll �x g,. f75 (Isohe/f :82 5SM/. P b 4 1 4: 4, FYear Gem IN,. HO. STATE 7 M -5505(I)' 59 SGO/I. /'e2 ' y6�uv(.r% "k-.9MwiMrGia «S ,411 elm h iv' gear 0. .10 ti b j// //// //11° Q e 0 0 / //iiiii///////ilii/iii//////ilii • q:1 N rN N h ry NNR�ti R ., N 4V • �. w pp..Qp� �y tiNm N N ` hyN w 0 aktrzav //_///hili//// ////////// /// //// // // / /////// / / //////////////. ♦ + 4. Hca• 0• a ` ° • i x d8/Pir Hydo»f k e 0,1 Dr, ve "',' ,-,`)• 4 - DRA/NAGE PLAN ,54 Zyht u 0 1 kt ,ee 0 BUILD CURB INLET, PLAN 443 NO. STATION SIDE SIZE DESCRIPTION EXC. CU. YDS. "y" EXC. CU. YDS. 2 A /15 4 /.3 iqt. 2' - /if : 4' - /1 " 6' o" C 3A //5 "5-,3 / Z-//" 4'-11' 6'-0" C <> BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION EXC. CU. YDS. F A ra Ilig A6g?"4":6Lii-/ZA ' fO Can .57eredels'ec,/onc garalg/e, Spec Itn 5'7:6 //4 4 /0 5 16(41.4-13/ Cur hin/e1311 7`o Coric.Fred ErA1SeaWarare/e,-$oec.lyn2CeL5C 7// Conc. FIlrecIEridgeel eBera/zeeSoec. nyz2ce,.3csity //57`25-20 4 /8"/V4). P6 'arb..57/efelito O 0 co (0 PAT ASN, INC LINCOLN BUILD CURB INLET, PLAN 443 NO. 0 STATION SIDE "X" "A" "Y" EXC. CU. YDS. 241 //5/06 ,(71 2-/0x2" 5.2" S'O'' 4 341. //6155 L/ 3'2" 4'7" 2O' 5 /8'x8/' Curb /r7/e/` 3,4 lo Conc E/area End Secf/n f Bar 6'ro% P/on ?Co' 3C, Sfa //4/G8 -43' L/ 32 FED ROAD DIV. A PROF A.O. SHEET NO. 7 /T 5508(/) 5941 Ti /lay /, 8/ Aso%S 6* / 1 ^iar/cn 8� BUILD JUNCTION BOX, PLAN 443 NO. 0 STATION SIDE EXC. CU. YDS. 28 4f00 295'7/ 24" 30"x 3'0" / BUILD REINFORCED CONCRETE SEWER PIPE NO. 0 SIZE DESCRIPTION EXC. CU. YDS. / /8",pd Eq. Cox i7oredEnd' 5'ec//on fBor Giafe, Spic P/on 2C4'3C, Sfo 4/5/05-37'4 fo Cui6 /n/e,% 24 — 2 /8'X'd4qx/05Curb /n/e/ 24 fo ✓und/cn Box 28 /6 3 /8"8! Eg. Conc F/oree, Err/ Secfon C,56r /ro/e, Spec- f'/on 26136, '5'i //4/00-37',e/ fo Juncfan ,&cx 28 — 3, /58GEq x63' Junc//on ,box 28 fo ranc A/area Exi 0 >c, -T t Bor Gro/e,� 6pec f/on 2.(.74' .C, 04 //3/4 -33',4'/ /5 2A /8'x8/' Curb /r7/e/` 3,4 lo Conc E/area End Secf/n f Bar 6'ro% P/on ?Co' 3C, Sfa //4/G8 -43' L/ 32 DRAINAGE DRA/NAGE PLAN ,9" *law, A"a.s Lens 8 Gas Line 1 t o a z anst� -, 5'ta //9+ 92 /cn PI5t-10tcv IN2hld5ta 51a 1 yt6381 Marion Rd ---- r REMOVE EXISTING PIPE CULVERTS, HEADWALLS, & F.E.S. STATION TO STATION SIZE HDWLS. f F.E.S. EXC. CU. YDS. /20'99,262' /07'22,39't'. "x 7/ TCP 10 "2?, 39 _^f' 9' 76,2 18"x 6<'CMr. 4/ 95 } REMOVE INLET STATION SIDE DISTANCE EACH 10 4'22 Lt. 39' / Fm'OOROAD W NO STATE PFOJ NO 7 NEAR M55 ('I) G'OA N N Rl May /, 8/ Added 5fec� -/- '2-- � 10 // 72c r ,� C BUILD REINFORCED CONCRETE SEWER PIPE BUILD NO. 0 SIZE DESCRIPTION EXC. CU. YDS. 40 /8"x /7/' ✓unc/ion Box 85 /o Curb 47/e/54, /-6-°/-7(0,-/z0/7/10/ E/bow P/4250 65 07'L/ 2'3iz" 2G'ir 2:" �o BUILD JUNCTION BOX, PLAN 443 NO. O STATION SIDE "X" "Y x YI" EXC. CU. YDS. 38 //7/25 07'L/ 2'3iz" 2G'ir 2:" �o 35 REMOVE INLET STATION SIDE DISTANCE EACH /0/22 L/ 39' / 4/ /0/22- 1'/P/- 9/7,43"L/ /5"x C.'2' CMP REMOVE EXISTING PIPE CULVERTS, HEADWALLS, & F.E.S. STATION TO STATION SIZE HDWLS. F.E.S. EXC. CU. YDS. /2G/99, 26 '/e/ - /O/22, 39'Z/ /8"x 7/' PCP 4/ /0/22- 1'/P/- 9/7,43"L/ /5"x C.'2' CMP 35 PAT ASH INC. LINCOLN DRAINAGE m b' N N N N WATER SYSTEM 8 DRA/NAGE PLAN 10 Water Main N Use 2-n* /- i» ,o/aee 7 NISR M i t. ��e Aim 55osld 6/ 5c ale: /-20" .as Line 8-Gaa Line T) anon l70 • a -r II I iL II it II Z p Po/a / Sta. 0.57 Type SG -B -4a-8-./5 Nest /km =8' W= 8". . u 1 k az. 4 T • 207' • LIGHTING PLAN Pole 2 Sta. e+tea Type SL. -8-40-8-./5 Mast Arm = 8' W = 8' • SHEET QUAN7777ES 0agntity Item Remarks. Sea. Street Light/ng Clint, type SL -B-40-8:/1 543 IF 2" Conde,/ in Trench /0841.0 S'Nee/ Lightinf Cae/e, Ne 8 543 LF Sfreef tynmy Cabe No. 8, Bare Po% Sta. 4-tGa TyAk Mast Arm= 8' W= 8' ®-® O /5' PP 51 "Pt Ste 3+GG 7 West ® 15 RP 42 3' Rt Sb 5+63.5 Wes/ Z'-° St ® /5' RP 438 Rt Ste o+07G West ZQ° St ts- Pole 4 Sta. 6-,62 Type SL- A-40-6-.25 Mast Arm .4' W= !e' Pole 5 Sta. 2122 Type SL -A-40-6-25 Mas/ Arm = G' W=lo' Pole See Sheet No. 73 LIGNTING PLAN Po/e 8 See Signa/ P/sns FED RoAD STATE NEBR. HD. A10 ,RM M55 8//) C3 Pole 9M See Sheat No. G4 Pole 8M See Sheet No. '79 Pole l0 See Sive/ No. Gni I 4' 0215L,nel� ed. Bad N .0 Pole 9 See Signa/ Plans Pole // See Sleet t16.C4 See Sgna/ Plans Pole 7M See Signa/ flans SHEET QUANTITIES Quantity Item Remarks 2 ea Street Lighting Una`, type SL -4-40-6-.25 22B L f 2" Canaiat in T enc4 '45a L.5 Stier/ Lighting Cab/s No. B 228CE- Street eig4/thy Cable /Va 8 Bete 33'. 22' /1 111 \-'"=-Mblwor � �■ 23 Pole AO Sta. /0+95 Tripe SL -A -40-/5-.Z5 Mast Arm= /5' W= (5' Pole 9M Sia. /ZO+90 Type Mast Arm =10 ('V» /O' fu// Box, Tye P5/ S/o ///77 Z/ 46' LIGHTING PLAN Pole (2 ata. 12,`G? Type SC -A -40 -(Z -.Z5 Mast Arm = /2' W= /3' /'o/8 /3 S/o /3/GO 7 SL -A40-/2:25 Mas/ Arm -/2' W--//' h Pole /4 5ta. l4+GO Type SG -A -40-(Z -. Z5 Mast Arm = /Z' W=/3' 1 i 1 vv aP 77. WIT I 7 f"" M5508(/J (' ©May /,8/ See Signa/ PlanS See Signal Plans "x 35' d' Pole 6M See Signal Plans 2"x20' "x30 37' 4,7, 2"x25' 57. fij o t i w m V � v .e 2'O a A �ti ti H� <73 R V ti W,h al ,- Y ' 4 Pole 9 See Sheet 79 See Signal Plans Pole // Sta. /1+7? Type SL -A -40-a-.25 Mast Arm= G' W=G' Type 5L -A -40-C-.25 Arm - (4/ SHEET QUANT/T/ES Pole /5 Sta. /5+C35 Tripe 54. -A -40-6-Z5 Mast Arm = 8' Quantity Item - Remarks I ea Street Lighting Unit tyke SI -A-0-8- 75 • / ea 5tree/ Lighting Unit, type SL -A-40-/0-.25 -t-ea 3 Stree/ L.6:0/ins, Unit type SL=A-4O-/2-.25 / ea Streit Li17finy Unit type SL -A -0D-/5-. 25 .0 -ea, / Stree/ Ligh/ing Unit tyae SZ -A-10-6- .25' 2" Conduit' Under Roadway LE t 2" Concha/ in Trenefi // 2050L1 9/ree/ Lich/in? Cab/e No 8 /087 '/ Street Lig4/419 Cable No. 8 Bare /ea Pu// Be,, Tyke P8-/ Seo/a• J"20' Pole Sfa. /6.75 Type /Nast Arm =!2' b O � o- P 32 Po/e /8 Std /8to7, ct a7' Type SG- A-210-6-.25 Mast RPM = �' W=e$' LIGHTING PLAN Po/e /9 Std /8,96 Type SL- A-40-10-. 25 Mast Arm= /8' w= /D' i • 0 8'/ 2/ Std. 2/,-/5 Type ' SL- A- <70-8-.25' Mast firm -8 W=8' 56, I l� 01, 7 STATE NC."'iA- MEET sso8o» e5 j- 2'x/5' 5• J - io 0 4 .0 IL 444 oo/e /7 Sta. /2.85 Type SL -A-40-8-.25 M8sf f/rm = 8' W= 8' Zea Pu// Box, Type PB - 518//0/7 /8,68, 34' RI 8nd 34'L/ Pole 20 S/o'. 20,04, R/. 34' Type SL -A-40-8-75 Mas/ Rim = 8' Pi/ = 6Yz' I Sfl EET QUANTTfES • 0, Quantity Item ' Remarks /ea. --3 Scree/ Lighting Unit, type SLA -40-6-.25 aa Scree/ Lighting Unit,type 52-9-40-8-.25 /ea. S71 -reef LI 114-in9 LLnrf Type 5L -/j- ; - -,'' - 5 - /ea Street t317/dog Uni/' type SL -9-18-/2-.2.5-- 25267/.F 247 Z.P 2" Condu// Under Roadway //43.L F 2" Conduit ,, Trench 3,632 LF 6/ren/ /iyl tiny Cab/e No 8 2 ea Pa // 8.x, type P8-/ /9/4 L( S/ree/ Liyhfi»y tabk No 8 Bare / ea. Lighting Contra/ Cen/er, Type R See Defai/ Scale: 1°,201 eef /ib. • 2/x45' Pa/ 23 Sta. 23* 29 Type 36-A-40-8-25 Masi ",2,-,72,-- 8' W=8' 94' 31 ' Bav Carrvas%7 2"x40' _ 66 LIGNTING PLAN Po/a Z5 Ste. 25*49, Lt 34' Type SC -A-40-8-.25 Mast Arm = 8' W=a' Po% 26, See S/gna/ P/ans �'1 x /3' 2G' 02111 b'._-- ' 50, Pole 09 See Signa/ PlarS ti 110...111 Item run MO Remarks Y.NO. srn POOL NO 7 Nes& M-3„ A) �Mey/,8/ 0 /2 , 3+.rsr. /.� 4-1 • I �+ ti w�!v- hti 9 O"1 kilo" Allvn, See Signal Plans Po% 22 Sfa. 22-'25 Type SLA 408.25 Mast Arm =8' W=8' Pole 24 S-(a.24fSO Type SC -A-40-8-.25 Mast Arrn =8' W=8' Pok Z7 See 5' gna/ Plans SHEET Q U4A/TIT/ES t 4 Po% 28 See Signa/ Plans quaolity Item Remarks lea Stree/ L/ghfoy L/nit, /ype S[ -A -40-.6-.2S LE `93 2' L'onduif Under Roadway 4132F 2" Comp,/ iir Trene% /986 4.17 3Nee/ Liyh/iiry Cab/, No 8 993 2F S/reef Lyht/n9 Cab/e No 8 Bare " • tx45 M A n Ave23 Sta. 23+2? Type SC -A-40-8-.25 Masi Arm= 8' W=8' LIGHTING PLAN `V [i Bey Cermash Po/a 25 sta. 25+47, Lt 34' Type SC -A-40-8-.25 Mast Arm = 8' W=6' Po% 26 See Signa/ P/ans Pole 29 See Signa/ P/anS FM ROAD O. STATE FM. MO PRO, NO. 7 NEBR. 4l-SS08(f) MRR I NOr. VIII 0 / 0 ,yobs; 5'crv/ce Sfa//on /' /4 "akilWir s�.aivir tus-7 O 41 Lel N T //O Niir /infR/n� 2"20 62 54 Pole ? Sita. 22' 25 Type SC -A -40-8-.Z5 Mast Arm =8' W=8' See Signal Plans Pole 24 Sfa. 24430 Type SC -A-44-8-.25 Mast Arm =6' W=8' /We 2'7 See Signa/ Flans SHEET Q UAMTIT/ES Pole 28 See Signa/ Plans Ouantity Item Remarks if ea_ Sfreef C/gbh, Unit, Type 3L -A -4O -8-.2S 380 LF 2" Condai/ ander Roadway 6/3 IF 2" Conk,/'' Trench . /984 C.0 1/ree/ Lighfiny 4a64, No. 8 992 If S/ree/ 'j,4'/ ng Cab/e No 8 Bare NA &a,4: P".20' LIGHTING PLAN Pale 3/ Sta. 2.9,4 24 Type _1..-,4-40-8-.Z5 Mast Arm = 8' . w= 8' Pole 33 Sta. 30+56, 48'1:4 Type SC -A -40-8-.Z5 X blast Arm = 8' Po% 35 Sita. 5/' /2, 31'Ct. Type SC -A-40 -8-.25 Mast Ann =8' W= 77' Pole 37 Sfa. 33 •'32 Type 5 -4-40-8 -. 25 Mast Arm W=8' M 5508(!) , 6 Rp Ju/y 27, /981 &o/c: /'=Zd See S Plans -»8' r Ga;n/i'y Item D e4 Street L,9htin' Unit,,?& SC A-12 -8 -.25 " ro, ef: 2" Conduit Under Ave/wiry t.. 2" Conduit in Treneh /0116GE' One/ Lighting "Ci4/e No. 6 Bpro 4.4 nn V m M Zed. Pull Box, Type PB -1 Station 34.55 , Rt. 34' orad !f. 34' 55' 7< Po% 40 Sta. 3547Z Type SL -A-40 -8 -. Z5 Mast Arm = 8' W=8' 1 H 1 M1 G x 9 o- ti -1 f VIVA_.rar 4.e Z"x20 ....'41111MIMIIPMMWAMIN4� 25' LIGHTING PLAN /03' 59' Pole 42 Sta. 38 f /Z TypeSLA4O8.ZS Mast Arm W =8' o Q a tlZ x c 115' r - i Pole 44 S/a. 391/7 48V Type SL -A -4O-8-.25 Mast Arms 8' W=7' S ' nx MUM ,V. W 7 IMP gc afklidirluati 41 Pole 38 Sta. 34152, 34' Rt. Type SC -A -40-8-.Z5 Mast Arm ''8' W.7' Pole 39 (fa. 351(0, 48'Rf. Type SL -A-40-8-.25 Mast Arm -8' W=.7' Po% 4/ Sfa. 36 4 92 Type St. -A-40-8-.75 Mast Arm =B' W=8' 94 Pole 43 Sfa. 38145, 4814't Type SC -A-40-8-25 Masf Arm = 8' W=7' SHEET QUANT/T/ES .SaaSaw•!. a Pole 45 Sta. 391-32 Type A -A -4O-8-.25 Mast Arm =8' W=8' Quantity Item Remarks 8 ea Street Lighting 1./nit type SL -A -10-8-.25 2 ea. Pu/l Bar, tyroe PB-/ 250 LI.- 2" Conduit Under Roadway 06041 2" Conduit in Trench 3472 Lir S/ree/ Ligi#/iay Coble No 8 1834 L.! S/ree/ Lighting ewe: No 8 &are. /ea Lighting Contra/ Center, Type R See Detail � -r a Pole 40 V' Sta. 40+52 Type SC -A-40-8-2.5 Mast Arm = 8' W=6' Mo .�R.sIR..u. C CC 3.m Pole 49 Sta. 40-'68 Type 51. -A -40-6-.2S Mast Arm = 8' W=8' LIGHTING PLAN Li2htin9 Control Center No 1 /ea Po// Box, T`pe P8-1 Sta. 11'3/, 46' C/ Pole 5l Sta. 44f28,460.. Type SC -A-40-8:25 Mast Arm = 8' W= 6' Pole 52 trl b. Sta. 45+12, 34'Lt Type 5L -A-40-8-.25 Mas/ Arm =8' W=7' 1 e 1 e�Bo ry ' w h o kr n 1. - w f if.D. ROAD DIV. NO. STAT. NN. YO BREI Nd 7 NEBR. A4-5.5080 N N P h h mr4ae,in Mits-.110. 39'1-*faimmairmuliwillrommor ivaim-4- aH N y, /7' 2'x20' �p ;N O ti ae ( sat Slartr Life, ON </ma sV AL L 52' /S0 Pole 47 4/+40, 36' RV Type 5L -A -40-8-.Z5 Mast Arm = 8' W= Pole 48 Sta. 4/,`72 Type SL -A -40 -6 -.ES Mast Arm =6' W=8' / ea. Pall Box, Type PB-/ Sta. 04+29, 34771 Pole 5O Sta. 44-'04 Type SC -A -40-6-.7S Mast Arm =8' W= 6' SHEET Q UANTI TIES ouant%ty Item Remarks lea. Scree/ Lighting Un//, type S/. Q-QO-8-.25 2 ea. Poi/ Box, type PB-/ 34'0 .f 2" condo:/ under Roadway 8461.f 2" Condo,/ in Trench 3096Z, Scree/ Ufdtal9 Cab/e Na 8 /548 CP Street C/576/rig Cable No. 8 gave / ea Li9htiny eontro/ Center Type R See Detail Scale: /iota' A 1 A A i t Pole 54 5ta. 47453,54V Type .1-,21-40- 8-.05 Mast Arras = 8' W=6' LIGKT/NG PLAN Pole 56 Sfa.49448, 34'0. i Type SCA 40 8 .25 Mast Arras = 8' W. O, V C W�g runs. Pole 57 Sta.5O449, 34' a. Type SL -A -4O -8 -.25 Mast Aral = 8' h W=Lfr' 3.1 •e'^Ha INEBR. HD. AID M -S508//? 70 Pole 58 ti 571a. 51440 Typ 56-1.-e19 -A-dO-8-Z Mast Arm = 8' 11 W-8' i c;- a v h 3 44 4',A 3 A. t at ,i A , M O+R n& M hl h 1, - k � k -, , stole: Pam' 1 h's . 0. /t///////////7// 11 Pole 53 Sta. 4G 410 Type SG -A-40-8-.25 Mast Arm.-- 8 W=8' Pole 555 Sta. 48 454, 34Ft. Type SG -A-40-6-.25 Mast Arm =6' W=7' fia 141 ' $114 SHEET D4,14NTITIES Quanti/p Item Remarks /o ea Street Liyhtiny Unit, type SL -A-10-8-,25 32D Lf 2"Conduit Under Roadway 534[F 2" Condon in Tench 1708 if £beef 4/yhfiny CAM, Na 8 851 L. f Street L4bfiny Cab/e Na 8 Bare Bole 60 h Sta.55 35, 54' Lt. Tye 5L -A-40-8-.25 Mast Arm == 8' W=G�i' a A a . � a 35' /5 AitiSiret r Eno' Contraction 143 tG0 N ['X v. N h ti hh�j I m $l . w V /, / ° i -`�W W , W W W' ,, k77//�.aZO pV. ,, m a0 Q� o K Pole 59 Sta. 5Z,` 51, 54'Rt. Type SL -A-40-8 :25 Mast Arm = 8' W= a' 0 0 0 0 D off --=a i//////i//7//i/z//////ilii//ilii/ ////7/////7/ Pole 6/ Sta. 54 +44 Type SC. -A -4O -8-.2S Mast Arm = 8' W=8' ///////// ///// t /iii/////ili// f///// //////////// SHEET Q UAA/T/T/ES Quantity Item -. Remarks a3G Lf Strew' L/9h/iny Cable No. 8 Bare 4 ea Street Lighting Unit, type SL -A -4O-8-.25 283[F 2"Conduit Under Roadway 303 LE 2" Conduit !n Trench /272 LF Street Lighting Cab/a No 8 /ea. Pull Box type PB -4. 110 111 112 �S/ e Dir./Dr/ye 8' , L I 113 LIGHTING PLAN 114 115 11.1 ks I l0 FONC FID .0 PRO, NO 7 NEER. M-5 /e%S/ slew/ 0 Moy 8/ ff 8h x M Z"X45' /ea. Pu// lex, Ty'' PS-/ Sta //3,'25, 22.6' AY: Gb/e /M Sta. //4-r/5 fSL-B-40-87/5" Pole 2444 Sty. /l/144 Tye SC -8-40-8-./S M-is1Arm =8' W =8' Po/e IAM .9ta. //3 t/5 Type 5L-8-40-8-/5 astArm =8' W-8' M Arm - r W=8'`,,, 3 ` CV Pkt 14 4 Pale 2M Sta.//41Cati Type 5L -A-40-6-25 Mast Arm a' w-6' SHEET �, Ga L/AN77TiES Fb/e 3 M Sia. //5 A.96 rye 6L-4-12- Mast Arra =G' w= ' Quantity Item �� Remarks --..\ Sea Stree/ Cghting Uni/, Type SL -8-40-8-,1S 8reikaasy flare 2ea Sheet 'ight'ag Llnil, Type SC -A -40-4-.2S . / ea Pu// Barg tee PB-/ 80 Lf ' 2" Conduit Under Roadway 375/E 2" Caredait rn T7'eneh 9,'0 LF Sure/ 140//119 lab/, .No. 8 '- ----....„‹: 155LF Stree/ 4ybfing Cable, No 8 Bare 7Ur✓Eyed Po/e 2AM Sfo /7/144 Type 6Y -/3 -4o -e-/6- /`16,61 /1/-rr 57`165/A/-m --8' m FED. ROAD //em FED AID SHEET DIV O STATE PROJ NO NO. 7 NERR M -56C8(/) 72A 0 Mat/ /, 8/ Added 6/iee/ /o/e /4M 5fa //3/20 Tpe SL -9-40.8-/5 Mos/Arm-8' G✓ -8' 0 //e /M Sfo /-1/25 Type SL -,6.40-8-/5 Mos/Arm W --B' Po% 2M Sfo. //5//5 Tyre 5L -A-40-6.25 Mc+S/ Aim= 6" S,/EET QUANT/T/ES Po/e 3M 5/a. //G/OO Tyoe SL -A-40-6.25 Mo/ 4,-m = G' W- G' Oranh/y //em ,Pemorke Seo, S/rte/ L/57:4/in9 Un/l, Type 6L -e -dc -8-/6 greePowoy ease leo. S/ree/ Lg1/2/-79 L/n//, Ty/oe SL -4 40-6.25 8OLF 2" Condui/ Under 'Poor/way 375L F 2" CO n d L,,Y m Tench 9/0 LF 51/2 --eel L,gfi//in9 0o6/ 9, No.8 455 LF Sf/.eef L/gh77.7 Cob/e, A/o 8 Bore LIGHTING PAT ASH, INC LINCOLN 119 L IGHTING PLAN ,\\\% • 116 17 :i, ,1 a h h h 0 118 Li ht in9 Control Center See Signal Plans Pole /DM Sfa. /2/•80 Type SC -.00-10-41-4f = .Abs, Aro. G' W. Br' Pole 7 M See Signe/ P/ens Pole 8 See Signa/ Rens Z�800' See Signa/ Plans 62_ 90_t See 5/.ne/ Plans Po/e 4M 5ta. //6185 Type SL -A-10 -6-.25 Mas, Arm -a' w= 6' -.59 Po/e 5M Sta //7,75 Type SC- A -90 -G -2S Mast Rrm = W=.51' th/e 6M Sta. //5,' Type SL -A-40- 6-.25 Masi Arm - 6' W=6' Pole 8M See Signa/ Pans A Po/e 9 See Sna/ P/ar's Po/e /2) See Sheet A0. SHEET a /4Nr/r1E5' Pale 941 See Sheet Ab. d • Quantify Item Remarks 5 ea. ifree/ Ligh/iny L/nif type SZ-N-48-4-.25- L-/I-48-6-.25Z56L.F Z5.6(.1.- 2" Conduit Under Roadway 79sL/ 2"Canduif in Treneh 209.z. L.F S/tee/ Liyhtieg Cab/e, No 8 ta-,. LJ Street Ligh/ing Ceb/e, No 8 Bare / ea tiyhting Contra/ Center, Tgpe A' See Oe/aIl 63' v,-574,11,7 123 Po/e /I M Ste /22+ 70 Type Mast Arm = 6' W', 6' / Ea. RA41/80/ r, Type P5-/ /2"7O, 52' L/ Fr Lighbry Only. See Signe/ Piens 25 124 Po/e /2 M Ste /22-i-66 Type SL- A-40 -6 05 Mast W= 6' . 10- IN a -ter Main 4 Gas Line 8" Gas Line Marion R ad 1,r 50' 7 • 125 LIGHTING PLAN Pole /3 41 Ste 7-9,oe &-A-'-(0.25 Most /Prm "&" W= 126 Po/e /4M Ste /25-. 4c) Type 5L- A- 90-6725 44es! Arm -6' k 6' 1 127 Po/e /541 Ste /26'50 Type Mast Arm = 6' = 6' vom, .,... Remarks 7 NUR. A1-.7-01110 .tree/ Clhting Unit, type SC -R-40-4-.25 SHEET QC/ANT/T/6-5 Quantity l/em Remarks 5 ea. .tree/ Clhting Unit, type SC -R-40-4-.25 473F 2" Conduit -in Treneh ' //86 C.f." Ow/ Zrirlilriry esb/e, /Ve S 593 eh' Sired/ 607.9 4e4/ He S Bare /20 L., 2" eonda,t Under Roadway /ea. Pat/ Box , Type gg-/ L/GNTING UNIT SC/i u.LE UNIT NO. STAT/ON TYPE W. REMARKS 1 04-57 Lt SL -8-40-8-.15 8 Breakaway Base 2 24-64Lt SL -8-40-8-./5 8 .Breakaway Base 3 4464Li SL -8-40-8-./5 8 Breakaway Base 4 64-02 Lt SL -A-40-6-.25 6 400 5 7422 Lt. SL -A-40-6-.25 6 250 6 8427Rt. SL -A-40-6-.25 6 250 7 27,500 24,000 4- 4 - 7 4 250 Ili -Pressure Sodium 8402Lt SL A 40 6.25 6 Not Used 8 9431.99,43.73Lt CMP -40-4-.4 I AM, 2AM 150 40'noun+in9 HeiyJ41- . 9 1044024,42.25k'f. CMP -40-4-.4 15 40'lyounii?_9 /4e9A+ 10 10495 Lt. SL -A-40-15-25 /35 11 //477 Rt. 5L -A-40- 6-.25 6 Regulator 12 /2467 Lt SL -A-40-12-25 13 (40-50)7. i 13 /3460 '1, / SL -A-404.25 6 t10Z 14 14460 Lt. SL -A-40-1215 13 15 /5465 Rt. SL -A-40-8-25 8 16 16475 Lt SL -A-40-12-15 12 17 /7485 Rt.. SL -A-40-8-.15 8 18 /8#07,47Lt SL -A-40-6-.25 6 19 _ 18495 Lt. SL -A-40-/015 /0 20 20404,340. SL -A-40-8-25 6YZ 2/ 214/5 Lt SL -A-40-8.25 8 22 32#25R/ SL -A-40-8-.25 8 23 23t27 Lt SL -A-40-8-.25 8 24 - 144-30Rt. SL -A-40-8-.25 8 25 25447,34Lt. SL -A-40-8-.25 6 26 26429,36'a CMP -30-/2-25 40'Iit,;in11;1 ,LI e.9ht 27 26429,370.. CLIP -25 -/0-25 40' Houn+i 1 Height Z8 26491,39Rt CMP -30-15-.25 40'Mowi+inq l-IeilhI- 29 264-90,38'Lt CMP -25-12-35 40'Moan�rnj 14 e/.141 30 284.06 Rt SL -A-40-8-.25 8 31 29424 Lt. SL -A-40- 8-25 8 32 30440,340 SL -A -40- 8-25 71* 33 30456,48't! SL -A-40- 8-25 0 4r 34 30497, 48'Ri • 5L -A-40- 8725 35 314f3,34'Lt SL -A-40- 8-25 71 36 32422R/ 5L -A-40- 8725 8 37 33432 LI SL -A-40-8-25 8 38 34452,340. SL -A-40-8-25 7 39 35410,48'0. 5L -A-40 - 8-25 7 40 35472 LI. SL -A-40-8-25 8 ,9i-,7/away ease ,P 41 ,36492Rt. SL -A-40-8-15 8 S 42 384/2 Lt. SL -A -40 - 8725 8 43 3844540/ 5L -A-40-8-25 7 ff 394/7,48'Lt SLA -40-8-25 144 43 39432, Rt. SLA -40-8-25 8 ZM 46 40452 Lt SL -A-40-8-.25 8 -.BrCQ4a1A'ay 47 41446,36'Rf. SL -A-40-8-25 71* 48 41472 Rt SLA -40-8-.25 8 6 49 42488 Lt SL -A-40-8-25 8 51* 50 44404Rt SLA -40-8-25 8 6 5/ 44428, 46'Lt "SLA' -40 - 8:25 6 52 45412,34'Lt. . SL -A-40-8-25 7 /0 53- 46416 Rt. SL -A-40-8-25 8 54 47433,34'L1 SL -A-40- 8-25 6 55 48454,3484. SC -A-40-8-25 7 56 49448,34t SL -A-40-8-25 6 57 50"49,34'Lt SL -A-40-8-25 61i 58 5/440 Lt SLA -40 - 8-25 8 59 52431,34'R/. SLA -40 - 8-15 6 60 53435,34'L/ SL -A-40-8-.25 677 REMARKS 61 54444 Rt. 5L -A-40-8-.25 8 71,1¢8M 62 SSf34,34Lt SL -A-40-8-.25 61i IES Type/f/MC 9M -16M /ES Type III MC 4 - 7 /ES Type III MC /0 -105 /ES Type 11/ MC Ni -Pressure Sod/um 50,000 24,0004 819 400 Ni -Pressure Sodium 50,000 24000 4 3M -5M 250 Ni -Pressure Sodium 275)0 240004- 400049M-16M 9M-16M 250 Ili -Pressure Sodium 27,500 24,000 4- 4 - 7 4 250 Ili -Pressure Sodium 225 00 24 000 4- 10 10 -105 250 Ni -Pressure Sodium 27500 24,000 4 I AM, 2AM 150 Ni- i'iAseve 80drhm 16,000 24,0001 (40 -501Z 981 9M -16M Regulator 240 ±10Z. /35 313 (40-50)Z 98Z 4 - 7 Regulator 240 110% 135 3/3 (40-50)7. 981 /0-105 Regulator 240 t10Z (35 313 (40-50)7 98Z .1/3120 1 A M SL -B -40-8--/S 8 ,9i-,7/away ease ,P 1131 /5 2AT 214-744/4 SL -&-449-S. /S S ,Btea4"oway ,R,ar' (ip 144 SL -8-40-8-.15 8 Breakaway Base Base 1 1/1494fi'i. ZM //tet -H / yy SL -4-40 -6-.25 6 -.BrCQ4a1A'ay 3M 1g ORt SL -A-40-6-.25 6 4M /16485 R}: SL -A-40-6:25 6 541 117475,28'V. SL -A-40-6-.25 51* 644 1184668-F SL -A-40-6-25 6 7M 118497,56.5'4 CMP -44-4-.4 40'nounfi12.1 Heigh+ 841 f2044737.5R/ CMP -44-4-4 /0 110'Hounf/n9 Hei,h+ 9M /20t90Rt. SL -A-40-10-.25 10M 121t80 Lt SL -A-40-6-.25 6 1141 122470 Lt 5L -A -40-6-.25 6 12M 123460 Lt SL -A -40-6-.Z5 6 13M 1244.50 Lt SL -A-40-6-.25 6 1441 125440 Lt SL -A-40-6-.25 6 1541 /16456 Lt. SL -A-40-6-.25 6 1644 127470 Lt SL -A-40-6-.25 6 ,,, StILET C - a, May 1, 8/ LUMINAIRE DATA UN/TN . /ES OESIGNAT/ON REMARKS /411241 /ES Type // MC I -3 /ES Type 11 MC 71,1¢8M IES Type III MSC or /1/ MC 8# 9 155 Type III MSC or 11/ RC 3M-541 IES Type/f/MC 9M -16M /ES Type III MC 4 - 7 /ES Type III MC /0 -105 /ES Type 11/ MC LIGHTING CONTROL LAMP .SCI-IEQULE UNIT IVO WATTS TYPE INITIAL LUMENS RATED LIFE NRS. REMARKS 1M,241 150 Mi- Pressure Sodium 16,000 24,000+ 1 - 3 150 fli -Pressure Sodium 16,000 21,000 4 7M'8M 400 Ni -Pressure Sod/um 50,000 24,0004 819 400 Ni -Pressure Sodium 50,000 24000 4 3M -5M 250 Ni -Pressure Sodium 275)0 240004- 400049M-16M 9M-16M 250 Ili -Pressure Sodium 27,500 24,000 4- 4 - 7 4 250 Ili -Pressure Sodium 225 00 24 000 4- 10 10 -105 250 Ni -Pressure Sodium 27500 24,000 4 I AM, 2AM 150 Ni- i'iAseve 80drhm 16,000 24,0001 LIGHTING CONTROL CENTER SUMMARY BALLAST RAT/NGS CKT. No. TD POLES BREAKERS UNIT N0. TYPE LINE VOLTS ALLOWABLE VAR AT(ONS LINE -OPER AMPS LINE WATTS ALLOWABLE L1NPIPVOLT P F. 144# 2M Regulator 240 t 107 0.9 202 (40-50) 7 951 / -3 Regulator 240 t 10Z 0.9 202 (40-50)Z 95Z 7M ¢841 Regulator 240 ±10% 11 482 (40-50) Z 98Z 819 Regulator 240 1/0Z 2.1 482 (40-50)Z 98Z 3M -5M Regulator 240 ± 101 1.35 3/3 (40 -501Z 981 9M -16M Regulator 240 ±10Z. /35 313 (40-50)Z 98Z 4 - 7 Regulator 240 110% 135 3/3 (40-50)7. 981 /0-105 Regulator 240 t10Z (35 313 (40-50)7 98Z LIGHTING CONTROL CENTER SUMMARY CKT. No. TD POLES BREAKERS LOAD AMP CABLE S/ZE No. L, TYPE / /-9, 141-741, /041-/641, IRM,2AM 1 2Po/e a^.l 8 2 841- 941, 16-29 1 2 Rae 30.45 8 .3 30-45 1 2Rae 21.60 S 4 46 - 6.2 1 2 Role ee. 4S 8 15" 2' S3 OR 2' DIA MA 20' - 16" 9( 6.. • .--- T. 6.. DIAMOND CHECKED SURFACE J 1-1 /2" 2" ./2"CHAMFERN EARTHI I � I � zJ N f Z :OR TO UN- 0 DISTURBED =1 EARTH 1' .,.A DRA'N. G'PE JJCATEO A' LO PT. OF PULL BOX SECT ION C - C CONDUIT PULL BOX, TYPE PB -1" SLEEVE ROADWAY LIGHTING NOTE SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. POLE FOUNDATION CONCRETE OR PULL BOX — CONDUIT END VIEW t 3" -SLEEVE CONCRETE ELEVATION" CONCRETE ENCASED CONDUIT FED ROAD RES. MO. TATE PED. AIO PROJECT NO. sNteT NO. 7 NE•R M -5508(I) 76 (SEE SCHEDULE) TRUSS TYPE- OVER 8' LENGTH SINGLE MEMBER- 8' LENGTH OR LESS SEE SCHEDULE MOUNTING HE1G a MDt_INTING HE G. S'REET L. ".NG N.T _ EXAMPLE: SL -A-40-15&12-0.4 2- ANCHCR BASE 8 -BREAKAWAY BASE MAST ARM _ENGTH -F'GURE F3R SINGLE 'AST AR' 2-F'GURES. JCUB, E MAS- AR' NA.RE 9 Z 'N KW CODE FOR LIGHTING UNIT HANDHOLE 6"1 43.", 9O CLOCkWISE FROM MAST ARM e BREAKAWAY BASE TRANSFORMER TYPE MEETING AASHTO CRITERIA W 0 m TYPE OF BASE (SEE SCHE_DLJLE) MAX PRCJE,'IPN RO. ND NE 1_ SEE NDATION Sr1EFT E OR DE TA', 5 - fi " (TRUSS TYPE ) 3-6" (SINGLE MEMBER) 2 —r 12" I APPROX STATE OF NEBRASKA DEPARTMENT OF ROADS TRANSFORMER BY UTILITY - TYPICAL SERVICE INSTALLATION PHOTO -CELL BY CONTRACTOR 3/4' GALVANIZED RIGID STEEL CONDUIT BY CONTRACTOR SERVICE DROP AND CONNECTIONS BY UTILITY. tO WEATHERPROOF SERVICE ENTRANCE HEAD BY CONTRACTOR OS SERVICE RISER I - RIGID STEEL CONDUIT BY CONTRACTOR. O6 WEATHERPROOF FITTINGS METER SOCKET BY CONTRACTOR (IF REQD. BY UTILITY) MULTIPLE LAMP CONTROL RELAY WITH INTERNAL H.O.A. SWITCH BY CONTRACTOR 0 Ii" RIGID STEEL CONDUIT BY CONTRACTOR 10 N_ 6 AWG COPPER GROUND WIRE CO TO UNDERGROUND FEEDER CIRCUITS 5/8" X '0' GROUND ROD BY CONTRACTOR 13 EXISTING UTILITY POLE CENERAL NOTES - -'- .ALLEABLE �.-_. 6'66_ #PER.MI--EC. P RCv IDE -" - AT T, -,E LOW .,. _. ._. IT 3,05. ALL ._."„ TE-", I'rA ._.S 0HA,= ELEC-R13 5E.: - _-._- . 10 15 POLE ‘SES '--- ALL SPARE BENDS MUST BE SECURELY CAPPED OR PLUGGED AT BOTH ENDS WITH FITTINGS OF THE CORRECT SIZE AND TYPE FOR THE CONDUIT FURNISHED ROADWAY LIGHTING GA -VAN IZED INTERMEDIATE METAL CONDUIT (IMC) MAY BE USED IN LIEU OF GALVANIZED RIGID METAL CONDUIT ALL CONDUIT MUST BE U LISTED ALL BOXES AND CABINETS NITH ACES5 TO EL ECTRI:4_ COMPDNENTS MULT BE PADLOCKED IMMEDIATELY ASTER INSTALLATION. :ONTRACTOR SHALL PR:VIDE PADLOCK DUPING CONS IRJ:TION PERIOD. 4%TER FINA'_ ACCEPTANCE ').F 01 OJECT, MAINTAWINO UTI- TY OR 13=03 101'1L PROVIDE PA_;LJ_R 4N EOL PMENT 060003Ir1.0 .:ONDU,: EJR SHAD._ 33 BONDED TO A_L PJ'. F.: , TO THE GROUND ROD Al EACH POLE, CONTROL CENTER AND / OR SERVICE LOCATION AND TO ALL` METALLIC NON-CURRENT CARRYING; COMPJNEII TS_ WIRE AND CABLE SCHEDULE SERVICE ENTRANCE. SINGLE CONDUCTOR, STRANDED COPPER; U.L. I ISTED; 600VAC, CROSS LINKED POLYETHYLENE, TYPE 3SE. SIZF: SEE BELOW BRANCH CIRCUIT FEEDERS. SAME PFCUIREMENTS 05 LISTE'0 +14 ENTRANCE CABLE. `I?E' SE 04_38 PULE ANL MAST ARM WIRING. SING._ E C'JNDUI. TOR, '_!STFD; 600vA3; Ty+F - w. OR THWN -.I:E 1. AWr. 310. •1RlNG: 1 MAS' IRM wIP INS Si:F NO. 1. nn, 310 ,RU SND *313 TOn-, 64,k '4 WIRE, 01:F. NP. 8 AWG .IN. SNL 5ERv10E EN TRANLE1 PHASE T'R' NEUTRALS (FoR .� BRANCH CIRL!1' NO. 8 AWG CU ,_EWER ,ER-.- RE333 SERv I'6 ER _ 2 3 4 PHCTU 134TR 2P- 40A .RE AKER, 2P - 40A 2P - 30A 2P - 30A 120 V- 60 HZ LAD+I:"^ 5OLPHIDE, HERMETI, ALL* SEALED FUR ';PERATION AT r_3N'RUL VOLTAGE PRCV!?ED. LIBERATING RAN3E. ON = 1.0 TO 3.2 F(, OFF = 2.0 TO 6.0 33. TEMP. RANGE: -30 DEGREE F. TO +130 DEGREE F TIME DELA-r- 15 TC 30 SECONDS. SWITCH: S.P., NC, ENCLOSED CONTACTS RATED 1,000 8, 1800 V.A. MIN. SNAP ACTION TO PREVENT CHATTER. BUILT-IN SURGE PROTECTION. STANDARD EEI-NEMA THREE -PRONG TURN LOCK BASE. ARRESTOR .GAPS DOUBLE POLE MAGNETIC TRIP CIRCUIT BREAKERS TWO'POLE RELAY i LINE 120/240V 1 1 -- NE4RAL 1 I 4 0 - TYPICAL TYPICAL LOAD 240 V LOA0 PHOTO ELECTRICAL CELL HOA SWITCH , WEATHERPROOF CASE EQUIPMENT GROUND CABINET WIRING SCHEMATIC FRONT HOLE FOR PADLOCK - TYPICAL SIDE LIGHTING CONTROL PANEL CASE PABEP -pOE A., «EA+.Eo =-As APE CABLE TAP CABLE SPLICE COMPRESSION TAP 18 P1G-TAIL, L!NE S!DE COMPRESSION SPLICE ROADWAY LIGHTING 9oE_.e.A, P. E. e YE ==c1=i zrls= =m BREAKAWAY FUSEHOLDER AND DISCONNECT TYPICAL SCHEMATIC 2 -WIRE, 240V SYSTEM POLE GROUNDING DETAIL _ AS SPECIFIED BY MANUFACTURER B t NO.6 AWG. BARE CU GROUND WIRE TO GROUNDING LUG ON POLE SHAFT FILO ROAD MEG NO POOMOT 7 NOW M— 5508(1) ANCHOR BOLTS (REFER TO MANUFACTURERS SPECIFICATIONS FOR EXACT LOCATION.) PROPER BOLT CIRCLE ALIGNMENT SHALL BE' INSURED BY TYING OR CAGING METHODS BEFORE POURING FOOTING. 1" CHAMFER A MAX PROJECTION 2' RADIUS -90• BEND 1 I. GROUND LINE it J WEATHERTIGHT CAP ON SPARE BEND 4- CLEAR DIST (ALL SIDES) CONCRETE FOUNDATION V2 "P MIN PVC CONDUIT - CHAMFER 5/8" X 10 MIN. GROUND ROD (REINFORCING STEEL AND ANCHOR BOLTS NOT SHOWN.) 0 GROUND ROD INSTALLATION THREAD LENGTH GALVANIZED ANCHOR BOLT DETAIL PVC CONDUIT (SIZE 45 SPECIFIED ON PLANS) 6-3/4"B BARS 4-I/2"0 TIES (GRND. ROD NOT SHOWN.) STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A B CIRCULAR STEEL CONCRETE 30 . 2 0" 5'-0" 50 # O.5$ CY - 40' 2'-0' 5'-6" 55 " 064 " 45' 2'-6" 6'-0" 63 " 1.10 " 50 2'-6" 6'-0" 63 " 1.10 " CLASS "47A -S", "47-B" OR "47C -S', CONCRETE SHALL BE USED. STATE OF NEBRASKA DEPARTMENT OF ROARS. DETAILS FVPGPB�B�L1 Ws BY (� :PMjyEb I "�► Concrete Encasement De tail Single Conduit Double Conduit N 2" Conduit ▪ - ' 1,4 2" Conduit SIGNAL PLAN See Sheet 73 and Sheet 83 /ea Comb. Ras/Aim Sjne/ E Lighting Pole Type CMP- 40- 4, (Pole B LighfirgPbn) 3ea. Traffic Signa/, TypeTS-/ /T.86 Face 2 ea. Pedestrian Signal, Type PS-/ w/ Te3 Face Zea. Pedestrian Pushbutton`, Type PPB Station 9-03/.99 Lt 43.73' lea Trafiie Signal Contro/kh Tpe TC -3 `/Cabinet, Pod /"hunted .Sta 9"Z8 Lt 50' /ea. Pull Box, Type PB- l /ea. Vehicle Detector; ypeTD:r station /20'28, Ltlo' -See Sheet C4 lea. Con/b. Alas/ ,9rm Signa/ 4 Lighting Pole • Type CMP- 45- 4" (Pole 8M Lighting Plan) 3ea. Traffic Signal, Type TS-/ w/TSG Face e as. Pedesfrian Signa/, Type PS- 14,/Te3 Face 2 eat Pedestrian Pushbutton , Type PPB •Station /20+45 Marion f1.. Rt 37/5' 1 Sad: /".20' j /ea. Pu// Box, Type PB- / • 3ea Vehicle Detector, Type TD -5 Station /0.45 Rt. /o' sty P MOTE: • 0 Lighting Power and Signa/ Controller Power are /n Sepera/e Conduit from Signal and Detecfor Circuits lea. Pull Box, Type PB -2 1 ea. Magnetic_ Vehicle Detector, Type T0-3 Station 6»45 Rt 35" . Power Source For Tr.efY'ie Signals See 12efail 114 lea. Comb. Mast 17rm Signal f Lighting Pole , Type CMP- 40-4, (Pole 9 Lighting Pians) Sea. Traffic Sigma/, Type TS-/ w/TSG face 2 ea. e ee. Pedestrian Signa/, Type PS- I 411T23 Face Pedestrian Pushbutton, Type PPB Station 10..40.24 RI: 42.25' /es. Pull Box, Type PB-/ Station 9»OZ Rt 40' /ea. Comb./llas/ Arm Signal 6 Lighting Pole Type CMP- 44-4, (Pole 7M LightingPbnf Zea. Traffic Signal , Type TS -I w/T31. Face lea. Traffic Signal, Type TS-ILB4/T47 Face 2 ea. Pedistrien Signal , Type PS- / v/ T23 {ace Zee /33c/es/tier? Pushbutton , Type PPB Station 1/8 99.22 Marion Pd tt 61' See Sheet 83 C /ea. Pull Box , Type PB- / 3e,. Vehicle Defector, Type TD - Station //9* /4 77 Marion Rd. Lt /8' SHEET Quantity Item Remarks 2 ea. Comb. Mest Ar,' Signa/ ,4 C?:elitino Po% Tppe 01,9- 40-41 40 Mounting Height with Tans Base 2 ee Comb. Mast Arm Signal f/qb/ing Pole, Type CMP- 45- ¢ 40' Mounting //eight wi/b Tans Base I ea. Traffic Signa/ Controller , Type TC -3 W/ Cabinet, Pad Mounted // ea. Traffic Signe/, Type TS- / _ i/736 Pace, ,Back Plate, Visors 14n-5 Mounting / ee. Traffic Signal , Type TS- ILO' W/7¢7 Face, Back Plate, Visas 1 Mq-5 Mounting 8 ee Pedestrian Signal , Type P5 - / W/T23 Face, Visors e 8-2 Bractet lea. Vehicle Detector , Type TD- 5, 4' x 30 Loop , .5 Turns 388 if Serrri"a Cable x`(o //c '6 11'/4 Capper 525 L.F. 2/C Detector Lead in Coble Be/don 8720or Equi✓. QUANT/TIES / ea. Vehicle Detector , Type TD - 3 2 feasor Neads 8 ea. Pedestrian Pushbutton , Type PP8 5 ee. Pull Box, Type PB - 1 / ea Pa/l Box, Type PB -2 448/1 2" Conduit under Roadway 442L.f. 2" Conduit in Trench i91 L. F- /2/C '/4 fiWO Traffic Signo/ Cable . /1134 Igor 20 /25 L.F. 5/c %1,4i# Traff t Signe/ Cable /115,4 /9 do 20 b88 L.F 2/c '"/4A4✓5 Traffic Signe/1eble /M754 /9 or 20 525 L.F. 2/C Detector Lead in Coble Be/don 8720or Equi✓. O S/GNAL PLAN /ea. Pa// Box, Type PB -2 I ea. Magnetic Vehicle Detector , Type TD -3 Station /3.55 It. 42' lea. Pa// Box , Type PB - / Station /2.00 Lt. 4/' ✓ 8 t , a 0 it' A 4 I7 NEOR IIA /,l See Sheet 79 37(2) N /z) P p. e-.26 57 2 See Sheet 79 See Sheet 73 SHEET c UANTITIES Sco%• /x.201 quantify Item Remarks / ea. Vehicle Detector , Type TD- 3 Z Sensor Heads 1 ea Pug Box , Type P8 - J / ea. Pa // Box, Type PB- 2 55 CP 2" Conduit ander kbedway Z56 IT 8" Conduit in Trench _ -- 3// L.F 2/c %14I'6 Trv//ic Signe/ Cable 1/754/9or20 w 6 Bay Cerwash SIGNAL PLAN /ea. Pull Box, Type PB -2 /ea. Magnetic Vehicle Detector, Type TD -3 Station 26+ 29 Lt /25' / ea. Comb. Mast Arm Signa/ f Lighting Pole Type CMP -30-/2, Zea Traffic Signal , Type 75-/ /T36 Face /ea. Vehicle Detector, Type •TD -5 2 ea. Pedestrian Signal, Type PS -1 ' /E23 `eoe 2 ea. Pedestrian Pushbutton, Type PPB Station 26+29 Lt 36' Power Source For Traefie 547a/a See Oe1ai/ Mir 9 HaM-b5080) gi RI Moy 1,81 /ea. Comb. gas/ Arm Sgna/ t Lghting Pole Type CMP- 25-/2, Zea. Traffic Signal , Type 75-/ '/T36' Face /ea. Traffic Signe/ Controller, Type TC -2 with Cabinet Zea. Pedestrian Signal, Type'PS-1 ''/E23 Face zea. Pedestrian Pushbutton, Type PPI Station 26+90 et 30' aob�' Serv1ee 5fa/ion PS -54 PPAocho /ea. / ea. Pull Box Type PB- 2 Magnetic Vehicle Detector, Type 70- 3 Station 23*80 Rt 34' 1. X SHEET QUANTITIES Quantity Item Remarks / ea. Comb. Mast Arm Signa/ /'Lighting Pok, Type C,11P- 25-0 40' Mounting Height With ;vans. Base / ea. Comb. Mast Arm Signal <L9hting Po/a, Type CMP -25-12 40' Marnting Height W/W7 Trans. Base / ea. Comb. Mast Arm Signal fGighting Pole, Type CMP -33-/2 40" Mounting //eight With Trans. Base 1 ea. Comb Mast Arils Signal elghtins fb/e, Type CMP -30-/5 40 Mounting Height I44.71/2 Ti-an5 Base 8 ee. Traffic Signal , Type TS-/ eu/T3o Face, 8aek Pate, Visor e MA -5 Mounting 8 ea. Pedestrian Signal, Type P5-1. w/4-23 Face, Visor f 5-2 Mount/ng I ea. Traffic Signal Controller , Type TG- 2 w/ Cabinet 3 ea. Pall Box, Type PB -Z 3 ea. Vehicle Detector , Type TD- 3 2 ea. Vehicle Detector, Type TD -5 4 /Urns, G',/e' Loop 8 ea. Pedestrian Pushbahon , Type PPB 288(f 2" Conduit under Roadway 446L.P 2" Conduit in Trench 397 L. F /2/C ' /a AWG Traffic Signa/ Cable //75,9 /9 or 20 9326.f 2/C ' /4 111/6 Traffic Signa/ Cable //''ISA /9or 20 2604.E Z/2 petector Lead Cabe 6e/don 8720 or eFaiv- 1/4 L.F •Service Cab/e /c 'G' P&' Copper 57 ' / e Condvir in Trench A / / /5. / ea. Comb./pas/Arm Signal lighting Pole, Type CMP -25-/0, 2 ea. Traffic Signal , Type TS-/ w/ 7'36. Face 2 ea. Pedestrian Signal, Type PS-/ w/E23 face 2 ea. Pedestrian Pushbutton , Type PPS Station 26+29 Rt 37' yy lea Comb.f/les/ Aim Signal f lighting Pole Type CMP -34-15, Zea. Traffic Signa/, Type T5-1 4./T36 Face• / ea. Vehicle Detector, Type TD- 5 2 ea. Pedestrian Signe/, Type PS -I 4/EZ3i ce Zea. Pedestrian Pushbutton, Type PPB Station 26+9/ Rt. 39' /ea. Pull Box, Type. PB -2 / ea. Magnetic Vehic/e Detector, Type TD -3 Station 26* 9/ Rt. /25' .�..-55WOE I2 � 0 July 27.1981 ► - a4x 7 p t ` P8— t Fla 140e/6 Da#Gtor, `89,a4; �t. ,. ,` Ae Mi • Lemir— AnummilmommemmaileirmumErma k �yy `R • • SQ 0 - 1 IA X TO -5 ksi m PB -2 TO -3 2N0 Sr ti SHEET c UANTITIES Quantity / ea Teem Remarks Vehicle Detector , Type TD- 3 / ee. /a4 C. Pull Box , Type PB - 2 Z" Conduit in Trench /44 F VC Trollic S,jne/ Cab/e /MSA Nor 20,'14AWG CABLE CONDUCTOR COLOR CODE comucr mat twice* /2/C-43 ` /2,(c -z,4 - 2k-/ 2k-2 2k•3 2,h -42/c -52k-6 power Service � BLACK � hd , /�'d�, A s 2 WHITE ,. x;. Caftan Rey�:,c/ 3 qE0 46.4 44/ ms ael 4 GREEN MCrc.n OB G.-ein is l5 ORANGE414' YWIow OB Yellow° 1- _ G BLUE t @b4 PPB 0A RPl9 ', 7 WHITE BLACK P/FCaawri PFSIAr u' k 8 RED 0A OW 0A DI . Q ' kA i t t 9 GREEN " 04 t✓ OA ti✓ 2 Z 3 cil 4 W 10 ORANGE " QJBOW OBDW 11 BLUE " QB W OB / 12 BLACK WHITE , Spore 4vore ti SHEET c UANTITIES Quantity / ea Teem Remarks Vehicle Detector , Type TD- 3 / ee. /a4 C. Pull Box , Type PB - 2 Z" Conduit in Trench /44 F VC Trollic S,jne/ Cab/e /MSA Nor 20,'14AWG See Sheet 79 S/GNAL PLAN v /ea. Pull Box , Type PB- / Station /t/.70 Lf 52' See Sheet Q9 c n c 1 tr Qo -- Moy/8/ WY 7 "'" 41-5508(1)Beef 9eak ./-= 20 N N /76' (2!) rO-3 ti TD -3 /23' (2 /15 /d 8'Gas Line I \ I \PI StaVOt00 WN20-?d� Ste try -t-6381 Arlo 1 /ea. Pull Box, Type Pa- 2 / ea. Magnetic Vehicle Detector, Type TD -B Station //G4-25 Rt 28.5' See Sheet '79 See Sheet 79 See Sheet 79 SHEET ClUANT/TIES i Quantity Item Remarks I ea. Vehicle Detector , Type TD -3 2 9enscr Heads /ee. Pu// Box, Type PB-/ lea. Pal/ Box, Type PB -2 20L.F 2" Conduit under Roadway 477 L F 2" Conduit in Trench 497L.F 2/C "/4 AWG Traffic Siyna/ Cable /40 (e9 /P3 f /9.4 S/GNAL PLAN Iea. Pull Boz, Type PB -2 1 ea. Magnetic Vehicle Detector, Type TD - Station /234- 40 it. 52' 33 St Light PP 10' WaterMa* TD -3 4Las Line TD -3 8 Gas Line io • J • CABLE CONDUCTOR COLOR CODE CONDUCTOR NUMBER COLOR TRACER /Z/C-/ /ZC-Z /Z/C-3 17:TURNS/G 5/C -t Z/C-/ 1/C-ZZ/C-31/C-47/C-51/C-62'/C-7 140 L 2/C - ." /4 AWG Traffic Signe/ Cable SERUfCE 1 BLACK0B PPB 0B PPB OB PPB 05Creen Arrow Spare AS 2 WHITE Common Common 04 Commas 05 Common 05 Common o ReQuired 3 RED08 Red 05 Red 05 Red 05 Red 06 Red a ` r, 4 GREEN 05 Green 05 Green 05 Green 08 Green 05 Green C v 0 C 5 ORANGE 05 /%w Yeo 05 Yellow 05 Ye/low 08 Ye/%w 05 Yellow k 8 4. N $ 6 BLUE WHITE BLACK 04 PP5 PPBCarao, 04 PPS PPBCannroe 04 PPS PPGComm o 2 3 -,- W x W x y t y x Z 8 RED 04 DW 04 OW 04 OW 9 GREEN OA W 04 W dA W 10 ORANGE " 05 (7W 05 0w 05 0141 I I BLUE 05 W 05 W 08 W 12 BLACK WHITE ,Spare Spare Spare Marion Rd C TO -S ro-s To -s 29/' LEOGEND 1,,"„r /Z/c 5/c Z/e Power SHEET QUANTITIES rvo' 7 1,„ • .4.10 31•197,4 ry k 5c ale:l-PO Z FQuantily Item Remarks , 1 ea. Vehicle Detector , Type TD- 3 Z Sensor' Heade I ea. Pa/1 Box , Type PB -2 /¢d C.F z” Condvi t in Trench 140 L 2/C - ." /4 AWG Traffic Signe/ Cable 4JIIR II Marion Road 0A 0B �Jlll Ped Call - TTT Ped Call S/GNAL PLAN Phase Sequences Laird Avenue I ' I I Ii Ped Call Ped Call Service En/ranee Heat' To go kit Transformer • FCC F040 MS AID SNE- ;11 7- MS.SG8//1 85 RowerHookupHookup By City 0 Service Entrowee Head (See Dete//) 2"Ga/vat ized pipe Strap - 3 root Speeding (See Dated) 03 Ge/vanized Rigid Steel Conduit- 2" ® Ground Wire CMmp 05 3/ 1iUD/171/kW xi0 Copperweld Ground Rod © Ground Wire - "G AWG, Bare So/id Cooper O Conduit Splice Conduit Strep Existing /beer Rale Meter lode/ by Confiar/or Meter -By City jsz A// AL3ferie/ 'Labor abate muter sode/ A' be furnished 4' h»e City d Arthys including 'Meter 20" Ground Line nttAVie Tl1AFF/C SIGNAL AMER SERP.LE URATIONS DENOTES "TRAFFIC SIGNAL" ASSEMBLY DENOTES 'PEDESTRIAN SIGNAL" ASSEMBLY A,. - INDICATES NUMBER OF SIGNAL HEADS PER ASSEMBLY "P" CTS -A -OP) DENOTES OPTICALLY PROGRAMMED ASSEMBLY TS -I PS-: C TS -3 (ALTERNATE) PS -3 TS -4 TRAFFIC SIGNAL PLAN SYMBOLS EXISTING PROPOSED DESCRIPTION -- — r LOOP SIZE 0 ppb 0 DENOTES TRADE SIZE ---�A) OVERHEAD (AERIAL) CABLE 0' x 0, PPB �IREi BLFIAL CABLE 2/C CABLE 4/1 CABLE 5/C CABLE 7'C CABLE 12/C CABLE VEHICLE DETECTOR (INDUCTIVE LOOP TYPE) VEHICLE DETECTOR (MAGNETIC TYPE) VEHICLE DETECTOR (MAGNETOMETER TYPE) PELESTRIAN PLSH BLTTON CONTROLLER AND CABINET TRAFFIC SIGNAL HEAL f+� TRAFFIC SIGNAL HEAD WITH BACKPLATE TRAFFIC SIGNAL HEAL WITH TURN ARROW TRAFFIC SIGNAL STANDARD SIGNAL FACE ARRANGMENTS SIGNAL FACE NOTATION KEY • BID ITEMS HEAD WITH ALL LENSES OPTICALLY PROGRAMMED FLASHING BEACON 1 } PEDESTRIAN SIGNAL HEAD LUMINAIRE ON MAST ARM LUMINAIRE ON POLE TOP 4W --NT‹ WOOL POLE WITH ANCHOR GUY 0 `ANCHOR GUY PEDESTAL POLE Q SPAN WIRE OR MAST ARM METAL POLE 071 "LLL BOX WITH SPARE CONDUIT BEND ��SPARE BEND ®--I POLE FOUNDATION WITH SPARE CONDUIT BEND SIGN POWER POLE TELEPHONE POLE HYDRANT UNDERGROUND UTILITY A "E" ALL B" SIGNAL LENS z "T",NOTES TRAFFIC SIGNAL --1 XS -0 • SIGNAL FACE ARRANGEMENT LENS ARRANGEMENT "T" ALL 12" SIGNAL LENS LNUMBER OF LENS IN SIGNAL FACE "P" DENOTES PEDESTRIAN SIGNAL NUMBER OF FACES "C" - COMBINATION 8" i 12" SIGNAL LENS 0 Ell T11 T32 Ogl TS -1L E 36 36 rQ, u T46 TS-1LT T57 4110 TS-1LL E12 112 T33 4 0 m TS -1R VERTICAL SIGNAL HEADS E21 T21. 0 0 T34 E22 T22 0 U T41 E23 T23 DONT WALK WALK 142 PS -1 E24 T24 T43 0 E25 T25 T44 TS -1T TS-ILB 0 TS-1R.B TS-1TB m TS-1LT HORIZONTAL SIGNAL HEADS TS -1 Pie u 137 TS -1L T47 a TS-ILB ra u 0 0 MPS THE STANDARD SET BY THE N5TVOLTTR EOPEROF ATAIONL EANDFFICCHAVEGINEEASHALL CR STANDARDmom �BRA SLAMPS SCREWSHALL BASE. DESIGNED LAMPFOR SHALL HAVE A CLEAR GLASS ENVELOPE AND FURTHER BE IN COMPLIANCE WITH THE FOLLOWING. NOMINAL WATTAGE LIFE(HOURS) INITIAL LUMENS LIGr Mu 8" SIGNALS 116 6000 1260 2 �71bb 12" SIGNALS 150 6000 1950 3" 2. TRA nnFIC SrrIG L AND PEDE gSTRI N SIGNAL HEADS SHALL CONFORM` TO THE MANUAL TN THE� U.S. DEPARTMENTAFFIC OFIERANOL SPORTATION, EVICES, LATEST H0IGHWAYAADMINISTRAABLE TION, AND ADJJUSTTHE TABLE FACET VEHIcCTS LE IRAFFOR IC LENSES LSET NTROLF SIIGNARTH LLY THE HEADS, LATEST EDITION, AVAILABLE, FROM THE INSTITUTE OF IRAFFIC ENGINEERS, 3, REFER TO PLANS FOR SIGNAL HEAD TYPE, LOCATION AND FACE REQUIREMENTS. 138 TS -1R T48 0 0 TS -IRB C31 0 01 TS -I T51 0 OLIv 0 0 m TS -ILL E 31 T 31 0 TS -1 T51A FFAW T39 0 TS -1T Prie 0 TS-1LL 0 T49 IO, O, TS -ITB DETAIL A LEVEL WITH SHIMS OR LEVELING NUTS AS REQUIRED AND GROUT ANCHOR BOLT CIRCLE DIAMETER AS SPECIFIED BY POLE MFG. CENTERED ON POLE FOUNDATION 8-F-503 8-F-501 4" CLR. ON ALL SIDES GROUND ROD ANCHOR BOLTS - 4 REQUIRED 4-1/2" HOOKS DISTRIBUTED/ IN DIFFERENT CORNERS FOR EACH BAR. REINFORCING STEEL NOT REQUIRED FOR PEDESTAL POLE FOUNDATION. AT F ION SECTION A -A SQUARE FOUNDATION 8-F-502 LENGTH AS SPECIFIED IN PLANS LUMINAIRE LENGTH AS SPECIFIED IN PLANS HAND BOLE 10' (OR AS SPECIFIED IN PLANS) 2'-2" � 2'-2" ©� ®.17 RAFFIC SIGNAL HEADS AS SPECIFIED IN PLANS) ROADWAY CROWN EACKPLATE ELEVATION rAND HOLE 1 3/8" DIA, HOLE w/1" I.D. RUBBER GROMMET TRAFFIC SIGNAL EOTTOM OF SIGNAL hEAD EDGE OF TRAVELED ROADWAY O 0 AS SPECIFIED IN PLANS DETAIL A 1" CHAMFER 1" TRAFFIC SIGNAL PLAN PREFORMED EXPANSION FILLER CONCRETE MEDIAN SURFACE, IDEWALK, LTC. 90Q CONDUIT BENDS -SEE NOTES �— ANCHOR BOLTS SUPPLIED WITH POLE GROUND ROD IN CONDUIT MAST ARM POLE FOUNDATION 41 4 JO•`S-0::.p�,4� 90 et'?q�;;;; T: 0•� \ �oNCRETE S CK OF CURB IDEWALK (}A (EDGE OF TRAVELED-- ROADWAY RAVELED-- ROADWAY IF NOT CURBED SECTION) IBINATION MAST ARM SIGNAL AND ,IGHTING POLE TYPE CMP- -* AS SPECIFIED IN PLANS HAND HOLE (AWAY FROM TRAFFIC) FOUNDATION FLUSH WITH SURROUNDING ONCRETE SIDEWALK OR A MAXIMUM OF INCH PROJECTION IF IN EARTH TRANSFORMER EASE (IF SPECIFIED) HAN9HOLE IN POLE NOT{' REQ D WHEN TRANSFORMER • BASE IS FURNISHED FOUNDATION NOTES POLE IUNDATIQH HE POLE FOUHDATI0N MAY BE ROUND OR SQUARE. THE EXCAVATION SHALL BE I0 THE NEAT LINES OF THE FOUNDATION. THE TOP TWO FEET SHALL BE FORMED. MMT ,IRM FOUNDATION ONLY) / X 7 - , tff PER FOUNDATION F- / " BAR Bpi AS SHOWN, 8 PER FOUNDATION F -5C1 (ALTERNATE) 5/8" BAR BENT AS SHOWN, 8 PER GROUND RDD (5/6" X 17') AND CLAMP HE GROUND ROD SHOULD BE PLACED BEFORE THE CONCRETE IS POURED AND OCATED AS SHOWN IN FOUNDATION DETAIL. IT SHALL EXTEND AT LEAST EIGHT INCHES ABOVE TOP OF FINISHED FOUNDATION AND SHALL EXTEND A MINIMUM OF EIGHT FEET INTO THE GROUND BELOW THE FOUNDATION. ANCHOBOLTS PLACEMENT DATA, BOLT CIRCLE DIAMETER AND PROJECTION LENGTH ABOVE FOUNDATION SHALL BE FURNISHED BY POLE MANUFACTURER. CONDUIT BENDS CONDUIT BENDS SHALL BE 9C0. SHAM, BE LOCATED A MINIMUM OF SU INCHES BELOW GROUND LEVEL. HERE SHALL BE A MINIMUM OF ONE SPARE CONDUIT BEND INSTALLED IN EACH FOUNDATION WITH BOTH ENDS PLUGGED AND FREE OF DEBRIS ANQQ MOISTURE. STANDPIPE CONDUIT L INCH MINIMUM ABOVE TOP OF FINISHED FOUNDATION. THEY EQICIPICORTE7$H6LL BE CLASS 47A-$, 10' (OR AS SPECIFIED IN PLANS) LENGTH AS SPECIFIED IN PLANS 2'-2" HAND HOLE FOUNDATION 2'-4" DIA. F-503 2'-4" L__J F-501 F (SEE SECTION SA -EL TRAFFIC SIGNAL HEADS (AS SPECIFIED IN PLANS) EACKPLATE ELEVATION 1 3/8" DIA. HOLE W/1" I.D. RUBBER GROMMET FED. ROAD REG. NO. 7 STATE NEER. FED. AID PROJECT NO. GENERAL NOTES 1. REFER TO THE LOCATION PLANS FOR INSTALLATION REQUIREMENT; IE: SIGNAL FACE TYPE, NUMBER AND PLACEMENT OF SIGNAL HEADS, TYPE OF POLE REQUIRED, POLE LOCATION, ORIENTATION OF MAST ARMS, ETC. 2. SEE THE STANDARD PLANS FOR MOUNTING HARDWARE AND ATTACHMENT REQUIREMENTS OF SIGNAL HEADS. 3. REFER TO THE PROJECT PLANS FOR WIRING AND COLOR CODING DIAGRAMS fOR ALL SIGNAL HEADS. MA 4. ALL WORK ITH 1HE��YYS1PECfAY ILfAA�LR$$PROVISOIyOFORMED NS, NET,INEIIIRRRASKAS STL .EURNNNDIARD SPE `IFItASHED SHALL ATIONSLY WFOR HIOF6UNIFORMNIRAFFIC CONTROL UEVITIC ESS AND ANY CAPPLICABLE LOCAL ORDINANCES.DE, THE R 5. ALL SURFACE MATERIALS THAT ARE DISTURBED BY EXCAVATION AND BACKFILLING OPERATIONS SHALL BE REPLACED 6ND RESTORED IN KIND EQUAL TO OR EXCEEDING THE ORIGINAL CONDITION. IHIS INCLUDES SEEDING, SODDING, REPLACING OF SUB -BASE AND CONCRETE, ETC. E. ALL WORK SHALL BE FIRST CLASS AND FINISHED WORK SHALL PRESENT A NEAT AND UNCLUTTERED APPEARANCE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UNDERGROUND AND AERIAL UTILITIES. 87 PREFORMED EXPANSION FILLER PEDESTRIAN SIGNAL PEDESTRIAN PUSH BUTTON HAND HOLE EDGE OF TRAVELED (AWAY FROM TRAFFIC) POADWAY ROADWAY CROWN CONCRETE SIDEWALK ((JJ" �, y��"n.:.,e Mo '�- a it o a7J<; bIYlH1'.D�• a �'C�'d W 3iii. Qo :. BACK OF CURB (EDGE OF TRAVELED ROADWAY IF NOT CURBED SECTION) MAST ARM SIGNAL POLE TYPE MP-* As SPECIFIED IN PLANS BOTTOM OF SIGNAL HEAD CONCRETE MEDIAN SURFACE, SIDE ALK, ITC. y 12" SIGNAL HEAD PEDESTRIAN SIGNAL PEDESTAL POLE . STEEL OR ALUM• • DETAIL "A" 1" CHAMFER 24" So. OR RD. TRANSFORMER BASE (IF SPECIFIED) HAN1]HOLE IN POLE NOT REQ D WHEN TRANSFORMER BASE IS FURNISHED FOUNDATION FLUSH WITH SURROUNDING CONCRETE SIDEWALK OR A MAXIMUM OF INCH PROJECTION IF IN EARTH. FOUNDATION FLUSH WITH SURROUNfING ONCRETE SIDEWALK OR A MAXIMUM OF L INCH PROJECTION IF IN EARTH CONCRETE CASE ANCHOR BOLTS SUPPLIED"WITM POLE .�•- I� 9O0 CONDUIT BENDS-3EE NOTES tl II -44 II GROUND ROD PEDESTAL POLE TRAFFIC SIGNAL PLAN 2" STANDARD PIPE SLIP FITTER (SUPPLIED BY MANUFACTURER) MA -1 MOUNTING 6" THREADED (ONE END) 2" 0 PIPE NIPPLE SPREADER SLEEVE FOR STEEL POLES FOR ALUMINUM POLES SPOT WELD LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SIGNAL MOUNTING HEIGHT ,.. 5" 2' - 2' MA 1 MAST ARM MOt'NTING ATTACHMENT LOCK NUT MA -1 MOUNTING SPOT WELDED BY CONTRACTOR 1 3/8" DIA. MOLE W/1" I.D. RUBBER GROMMET END MOUNTING ATTACHMENT FOR MAST ARM INSTALLATION 2". 0 HUB' (THREADED INTERNALLY) TO BE INSTALLED AT THE SPECIFIED LOCATIONS I 3/8" DIA. HOLE W/1" I.D. RUBBER GROMMET INTERMEDIATE MOUNTING ATTACHMENT FOR MAST ARM INSTALLATION CABLE SLIDE NEEDED ON ENTRANCE BRACKET ONLY B-4 (ALTERNATE) E BRACKET -INSTALLATION DETAILS ROTATABLE COUPLING MA -1 MOUNTING LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SIGNAL MOUNTING HEIGHT. SPOT WELDED BY CONTRACTOR (L SPOT WELDED'BY CONTRACTOR A ^ r-- - 12" --- MAST ARM LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SPOT WELDED BY CONTRACTOR SIGNAL MOUNTING HEIGHT. ...„7 SEE DETAIL "A" CLOSURE ASSEMBLY (SEE DETAIL) --. SEE DETAIL "B" • SEE DETAIL "C" . --VARIABLE 0+ WIRE INLET R GROMMET 9 3/16 HORIZQNTAL & VERTICAL MOUNTING MOUNTING ONE . WAY PEDESTRIAN AND VEHICLE • SIGNALS MA 5 ADJUSTABLE MAST ARM MOUNTING 110RIZONTAL OR VERTICAL INSTALLATION SIGNAL BRACKET HORIZONTAL MAST ARM INSTALLATION FOR ASSEMBLY WITH TYPE MA I MOUNTING qq LLG(yENERA¢¢L BRACKETS ENOTES 1.) 0 EITHER1P1/Z INCH INC DEPENDING UPON THE SIGNAL HEAD TO BE INSTALLED. MGNAL BRACKETS SHALL BE PURNISHED $Y THE MANUFACTURER OF THE SIGNAL HEADS. "- 2.) UNLESS OTHERWISE SPECIFIED IN THE PLANS, ALL' TRAFFIC SIGNALS mpg. ABOVE TIff ROADWAY SHALL HAVE A'HEIGHT OF 1/ tr, AL1,41DE MOUNTED TRAFFIC SIGNAL A HEIGHT 9F 1O MW PEDESTRIAN SIGNALS AT A HEIGHT OF 8 AS MEASURED TO THE BOTTOM OF THE SIGNAL READ HOUSING OR BACKPLATE . 3.) ALL SIGNAL HEADS SHALL BE MOUNTED IN SUCH A MANNER AS TO BE EASILY REMOVED FROM THEIR SUPPORTING STRUCTURE. 4.) ONE AND TWO WAY TRAFFIC SIGNALS INSTALLED ON LOCK NUT SPAN WIRE SHALL BE EQUIPPED WITH A TIE WIRE. MAL MOUNTING FORIU;ETAAKIII.S cur SERRATED SIGNAL HOUSING SERRATED PIPE COUPLING SERRATED PIPE "T" OR 'CROSS" SERRATED SIGNAL ROUSING LOCK WASHER LOCK NUT BRONZE OR BRASS SERRATED LOCKING RING LOCK WASHER SW -3 DISCONNECT RANGER POLE BRACKET INSTALLATION , THREADED PIPE NIPPLE 441* CLOSURE ASSEMBLY (SEE DETAIL) LOCK WASHER LOCK NUT PIPE 7' OR 'CROSS" THREADED PIPE NIPPLE SIDE VIEW FRONT VIEW B 2 BRACKET FOR POLE MOl'NTING TWO WAY PEDESTRIAN AND VEHICLE SIGNALS DETAIL A DETAIL B DETAIL C SW -1 (MANCE RANGER • 1/2"• PINNACLE - SPAN WIRE NOTES 1/2 PIPE 7...pir_7760/4" U BOLT CLAMP TIE WIRE '21rir< WELD AMP 1' x 6" STRAP IRON CAP TIE WIRE A. B. HOLE SIDE VIEW TETHER ASSEMBLY DETAIL J 3/8' HOLES AND 5/16" BOLT WITH SPACERS END VIEW 4 WIRE MOUNTING DETAILS C. D. E. F. G. SETSCREW, CADMIUM - PLATED, BOLT TO BE INSERTED AFTER SIGNAL HEAD HAS BEEN PLUMBED. 2 INCH PIPE COUPLING. CtgLE GUIDE, 2 INCH PIPE AS SHOWN. OVE ALL BURRS AND SHARP EDGES. LEAD WASHER, TWELVE (12) TERMINAL CABLE COMPARTMENT. COTTER PIN ELECTRICAL LOCKNUT (IF REQUIRED) AEW'----NEOPREME OR LEAD WASHER - PINNACLE SERRATED LOCKING RING SERRATED 400 ELBOW SERRATED TEE CLOSURE ASSEMBLY TYPICAL ACCESSORIES 8'-0" 3/4" Chamfer O Conduit as Req'd Controller Cabinet t/2" Mastic *4 Rebar , 5'- 4" 12"Centers (8 Req'd) Controller Cabinet Sidewalk Pull Box (See Detail) PLAN •5"? 6 ac (1- 12"Min. TRAFFIC SIGNAL PLAN Pull Box Cover, Controller Cebinet Ground Rod (4" Min. Projection) 3/4"Chemfer 2" Conduit for Power Service 4"Conduit 2" Spare Conduit *4 Reber, 7 4" 12"Centers (6 Req'd) 2" Spare Conduit Bend (Copped Both Ends) Bell or Flared Conduit Fitting Anchor Bolt Installation Per Manufacturer's Specification and Templet NOTE: No Cable Splices will be Permitted in the Pull Box at the Time of Initial Instal let ion. Spare Conduits shell be Furnished es Req'd. Flared Ends or Bushings Conduit es Req'd *3 Reber (4 Coarse Aggregate as Designated in the Specifications SECTION 24" 4"Rigid Steel Conduit - To Controller WA 2"Rigid Steel Conduit (Spare) *3 Reber at 4" Centers Req'd) (8 Req'd.) PULL BOX DETAIL CABINET CONTROLLER BASE NOTE: Bracket Mounts and Attaching Equipment to be Supplied by the Manufacturer. Traffic Signal Pole Pole Foundation SIGNAL POLE MOUNT Natural Grade x 10' Copperweld Ground Rod GENERAL INSTALLATION NOTES 1. All Cabinet Dimensions are Nominal. 2. One Anchor Bolt shell be Bonded, to the Ground Rod. 3. Anchor Bolts, Nuts and Washers shell be Galvanized 4. If Telephone Interconnect is Specified , a Minimum of 5 Inches Clear Vertical Space shell be Left Beneath all Other Equipment Inside the Cabinet. In the case of a Pedestal Mounted Cabinet , a 3/4 Inch Conduit shell be Installed Inside the Pedestal to a Point 1 Inch Above the Cebinet Base and Terminated 'at the Location shown in the Plan. 5. All Stranded Wires Terminated in the Cebinet Under a Binder Heed Screw - shall be Equipped with a Solderless, Pressure Type Spade Connector with a Pre -insulated Shank. Only One .Wire shell be used with each Spade Connector. No more then Three Conductors shell be Connected to any One Terminal on the Terminal Board Provided in the Cebinet. 6. Controllers end Relays shall be Located to Permit Easy end Safe Removal. 7. If the Cebinet is Located in a Peved Area , the Top Elevation of the Foundation shell be Flush with the Surrounding Pavement.. 8. If the Cebinet is Located in en Unpaved Area ,the Top Elevation of the Foundation shall be a Minimum of 3 Inches Above the Surrounding Grade. - 9. All Concrete shall be es Specified in the Specifications. 10. All Reinforcing Steel shall be Deformed Bar es Specified in the Specifications. 11. The Ends of the Spare Conductors shell not be cut back. Spare Conductors shell be Neatly Coiled end Taped for Possible Future Use. All Cables shall be Clearly Identified in the Cebinet by Means of Metal or Durable Plastic Tags. 12 Work shell be Neat ,Uncluttered -First - Class" Workmanship and shell Conform to Applicable Sections of the Notional Electric Code, Current Edition, end any Local Regulations. 13. Aluministic or Caulking Compound shell be used wherever the Cebinet cones in Contact with the Concrete to Insure Weather Tightness. Aluministic Compound will be Required if the Cebinet is Constructed from Aluminum. CABLE INSTALLATION PREPARATION POR PULLING IN Copies sixes hew the ends sealed to prevent water from entering the conductor strands. Use only approved pulling compounds Check thai splice and/or terminating netts ere proper for tare part,cu;er•capie- Have eel necessary meterids on hand es celled for in the plans end specie, provisions POSITIONING Of CARLIS AT TERMINALS There should be no bends ,n the termini] area le Most instances, clearances between cable surfaces are mdiceted by the apparatus to which the cables are connected; however a minimum of 10 separation between surf•ces of bare ,nwlation is recommended Core should be taken to position the lug on the able so that when the lug is finally hastened to the emeritus there will be no twisthtg of ceble- AT SPLICES Thiess should be no bends or supports in the hand toped enema of the splice. BENDIN 2 RADII The minimum bending radius of initatled single conductor cable shored not be less then the required by IPCEA Sgcsficetions. INSULATING i UALING Use a light abrasive doth :garnet doth: to obtain a smooth surface on the tapers et splices Ina to remove the surtace glaze on the other portions Rubber splicing tapes shouici be kept clean and applies lig lapped with moderate tension The w,otn of rhe tare should not be reduced oe,ow 2/3 rot or its origins. snot, during applicet o on. Do not lune • splice or seal partially insulatedcomplete the application of the splicing bpm and then cover with a toyer of phst,c tape. Coat all areas of Oleg/slice with slectrteat_ grade Peel tat. COVTR TAPIR .Ail tapas should M eppl.ets 1/2 lapped unless otherwise spa:ified. Use only the tapes called rot in the species provisions of approved substitutes. Jndour expose, is stae Ors from tne bottom upwari fur shingling e• inact. ADDITIONAL OUTRR PROTECTION AT TERMINALS • to indoor locations where the terminal will be subject to condensation and/or contemmarion, application of a layer of silicone rubber tape or silicone grease over the entire term,nei surface will reduce surface leakage effects in outdoor locales subject to unusual contamination the use of noods or a layer of silicone rubber tape over the terminal may be advisable. • AT SPLICES Where oil or chemical contaminates are an or,on- epoxy cover over the splice should prove an effective barrier Roughen the surface or tne cable jacket for 2" on either ens of the competed sp•,ce Then ',pox two`:eyers. 1/2 lipped of or;on tape with epoxy pemtea under. over between the layers 1:ompieted saturating the orlon with a -poxy, extending over the rasped areas of the ceo,e 411 Weather Plastic Tape (Two 1/2 Lep Layers) Incowinq Cables REQUIREMENTS STRIPPING Of CARLE COVERINGS OUTER JACKETS • Neoprene. plastic, and lead jackets may be stripped by scoring to 'approximately '/2 thickness of the jacket with a knife in parallel lines t/2 to 3/4"appert. Then cut through the •full thickness of the jack•t for approxiamtely 1" at the end of the cable to make a pulling tab. Pull and tear out stop to open jacket. A score around the cable wi;• esust in the final stripping of the jacket FABRIC TAPES Joe • Friction tape bonder as a guide to obtain a straight cut •round the cable Lift fabric tape off cable surface. fold back to friction tape border, end with a sharp knife held Fiat •g•mst the cable surface , cut the tor.- INSULATION ope- INSULATION Do not cut into conductor when stripping insulation. If a knife cut shovio occur in the conductor re.ocate the cab,• termination CONNECTING Of CONDUCTORS AT TERMINALS Closed end lugs, either compression or solder. are required to prevent entrance of moisture into the strands. (This not required for solid cable.` AT SPLICES The compression connector.of the proper size end type are required. If solder connections are used. taper insulatson prior to soldering operation. Also. bind down the cable ends for about 5"with a layer of friction tape on both sides of the - splice and fill on the gap between the connector end the insulation with asbestos listing of yarn GROUNDING Every shielded cable must be grounded et least at one point It is recommended that the grounding lead be soidered to the cable mete) tape -Do Not Use Torch: For non- solder ground connections. use onty commercially manufactured hardware specifically designed for such purposes Electrical Grade Vinyl Tape Rubber Splicing Tape Hot Soldered with Rosin Core Solder TRAFFIC SIGNAL PLAN BREAKAWAY OR TRANSFORMER IASE ANCNOR BASE RECOMMENDED ELECTRICAL POLE CONNECTIONS G O 11. Lap Layer Servit Post No. 6 AWG Bare Soft Drown Copper Ground Wire Ground Rod Connector Feeder Cable from Power Source (Size and Typo es Specified) Incoming Outgoing Compression Connector Ground Rod as Specified Fused Disconnect Non -fuse Disconnect No. 12 AWG Stranded Copper Cable Bleck Insulation No. 12 AWG Stranded Copper Cable White Insulation Cable Identification Tag T Thickness of Insulation FOR SIGNAL OR CONTROL CABLE "In- Lino- Type Insulating Boot Rubber Splicing Tape Compression Connector (See Detail) "In -Line Type Breakaway Receptacle Seal with Electrical Grade Rubber Rubber Splicing Tape Feeder Cable Diamond Checked Surface 1/" Mastic (If in Concrete) BOTTOM TOP 150 11-77 1" Ribs PULL BOX COVER 2' 0"Sq. or 2'-0i DN. Min NOTE Seating Surfaces of Frame and Cover shell be Machined to Fit . Frame and Cover to be Cast Iron. 1/2" Chamfer (4f in Earth) 1/2 Chamfer (If in Earth) Bell or Flared End Concrete Conduit -v -e 2 • • c s Coarse Aggregate Compression Connector (See Detail) 1" Die. Drain Pipe Located at Low Point of Pull Boo SECTION C - C PULL BOX TYPE PB - 1 Feeder Cable CABLE SPLICE DETAILS Fuseholder 7 "In Line" Type Insulating Boot Nut to be White For Neutral Identification EXPLODED VIEW FUSED DISCONNECT No. 12 Copper All Weather Plastic Tape (Two 1/2 Lep Layers) FOR POWER CABLE NOTE: Commercial -Slug" shell be used in fuseholder for the neutral conductor. This slug shell be supplied by the Fuseholder manufacturer. No. 12 Copper - to Load Tope Between Cables 4T Min. 1.5 Min. See Exploded View for Details T s Thickness of Insulation COMPRESSION CONNECTOR & FUSED DISCONNECT DETAILS NOTE: Allieble Splice Details are Typical NOTE: All Splices shall be Coated with a High Grade Electrical Sealant Ground Rod GROUND ROD CLAMP * Arrows Indicate Cable Slots TYPICAL COMPRESSION CONNECTORS foa.SOAP 2 STATT NEeft. HO AID :NETT M-55681* 4_rI 13/4i i PULL BOX COVER 26 1/4" 1-•--21/2" 34" 30" r11.7111111121a111111113/16" tIR n 1/2w Mastic If in Concrete) .90 izer .... .... v., ),, , rl if#tpctit Concrete 4000 psi i 8 Sleeve qpf iN1Mas 0111041111 a Bell dr Flared Conduit Fitting - SECTION B - B 24" +8 - * 3 Reinf. Berl M 4" Centertt: 4 Conduit 4 -* 3 Rein!. Bars Conduit (as Reg•d) - SECTION A - A PULL BOX TYPE PB - 2 NOTE: All electrical cables in Control Center, Pull Boxes and Pole Bases shell be identified,using the format. shown. The tag shell be securely attached to the cable in a manner so as -not to damage or mar the cable insulation. The use of plastic tape; will not be accepted NOTE: 1. Connectors shall be of the designation end type for use with the type of cable (aluminum or copper). 2. Connector shall be of the proper size for the cable to be used. 3. Crimping shell be done only with a tool specifically designed for the connector and recommended by the manufacturer. 4 Inhibiting compound shall be applied to the cable contact surfaces of the connector. 31/Bn 2 — — — — O 3 — — — — 4 CABLE IDENTIFICATION TAG IDENTIFICATION DATA 1. "Control Center Nb." (if more than one) 2 -Circuit No. or "Circuit Designation" 3. -Voltage to Ground if line cable or "Common" nature'. cable. 4.-In"or "Out -designating cable direction with reference from control center. Weld Nut to Inside of Pole No. 6 Bare Soft Drawn Copper Wire (to Ground Rod) SERVIT POST DETAIL (Or Similar Connection)' P744 M sow *NOTE : Neatly coil ends of unused Signal Cable Conductors and any excess length of detector leads in the Pull Box. Tape coiled wire and secure coils in Such a manner as not to allow coils to come in contact with or rest at the ipottom of the Pull Box. Any exposed cable ends ,hall be taped and waterproofed with sealant at the time of installa'lo, • 411 1i1 Conduit 8 Signal Cable to Controller I �I 4 1m Splice Detector Leads to Signal Cable —Pull Box. Type PB -2 , 4" Nonferrous Conduit 1/2" Mastic, if in Concrete Concrete, Sidewalk, etc. TRAFFIC SIGNAL PLAN GENERAL NOTES FOR TD -3 DETECTORS 1. 4" Non-ferrous Conduit shall slope toward the pull box to provide drainage. 2. Pull Box shall be installed with its top elevation flush with.the surrounding earth grade or concrete. 3. Pull Box shall be positioned adjacent with the roadway edge, back of curb, or as otherwise specified in the plans. 4. Wiring detector leads to the signal cable shall be in conformance with the wiring diagram and conductor color coding found in the plans. 5. All splices shall be mechanically sound and soldered with rosin core solder (approx. 50% tin/50% lead). 6. At no time will cable ends be left exposed to the elements. Cable terminations ;hall be taped and coated (dipped) with an electrical grade sealant or equippped with a commercially available sealing cap at the time the Cable is cut. 7. The signal cable jacket termination'shall be taped and sealed to prevent'water from entering around the conductors. x n O., a u 1. V 4 i •WN.NNN.\\\\\\\ \ \\\ 4" Nonferrous Conduit Coarse Aggregate conforming to that req'd- for Class "47C" concrete Duplex Detector leads Cap Insert Conduit under Magnetic Detector Roadway at Locations (denoted as MD in plans) shown in the Plans See Plans for Spacing of Detector(s) in Conduit VEHICLE DETECTOR, TYPE TI) -.3 Pavement surface \\\ \\\\ \\ \\\ \ \ ♦' • Epoxy crack filler \\ Length of Conduit (as specified in plans) 0 O Pull box 3/4" PVC 5i1ice sand Soft plug to prevent sand or epoxy from filling conduit VEHICLE DETECTOR, TYPE TI) -i GENERAL NOTES FOR TD -4 DETECTORS Existing Roadway Surface Soft plug to prevent Epoxy Cement from filling Conduit � .,......,. Expansion Joint Epoxy Filler Loop w •; "b o o.,b eQ • •r • Existing Paving - — o wo .A.OD. AIDsmaQ 7 NEmn. M-554geo i/ 1/2" 1. D. Flexible, non-metallic Tubing. (Corrosion and Weather Resistant with a minimum nominal wall thickness of 1/8"). Bevel and Smooth end to protect cables ION C -C — Cable Slack to allow for Expansion Foundation or Pull Box • 3 lax. will be permitted in inity of Expansion Joints to for req'd. clear distance 1 Number and location of probes shall be as specified in the plans. !. Splices to the detector lead-in cable shall be soldered with resin core solderlapprox. 501 tin, 50s lead) taped with a high grade electrical tape, and coated with a water proofing sealant. Coarse aggregate drain o tub Conduit Drille conduit shall be and shall be twisted 3 Pole Foundatio or Pull Box Ni[- -'ill Splice to 2/C pretwisted Cable s ff/- 1" Drill through Pavement Detector foto Wire (Number of turns as specifl at each location) Existing Paving 3/4" Conduit Top of Existing Pa nt Soft plug to prevent Epoxy Cement from filling Conduit Saw Slot, Epoxy Crack Filler SECTION A -A Detector Loop Wire 1/4" M Back filling shall be done in accordance with Article 702.11 of the Nebraska Standard Specification for Highway Construction. Note: Finished loop must show no shorted turns, no broken wire and 15m ohms (minimum) to ground, measured with a quality Meggohnmeter (See General Notes) SECTION B -B VEHICLE DETECTOR, TYPE TD GENERAL NOTES FOR TD -5 DETECTORS 1. Looize and location shall be as'shown in the plans. 2. The nu •er of turns of wire shalt be as indicated in the . ans at the spec 'c installation or as otherwise specified by e. equip- ment manufa urer supplying the loop detector amplif' rs and approved by the Traffi ngineering Division. A11 loop wir in adjacent loops shall be layed e her in a clockwise or counter-- ockwise direction and the leads tagg-- at the time of installat'. to clearly identify their direction. 3. Immediately before lays the loop cable, a saw cut shall be thoroughly cleaned and dried with hi. .ressure co .ressed air. 4 The wire shall be positioneuse o a blunt instrument so as to minimize the chance of damage th- cable insulation (the use of a screw driver, sawblade, etc. wail •.t be permitted). 5. Loop wire shall be continuous . s. 'ces permitted) from the pull box or foundation throughout e loop • figuration. 6. After the loop wire is ins -• led, epoxy . other prior approved material shall . used to fill the aw cut before moisutre or dirt can accumulate. . ..p installation may b- estricted due to adverse climatical condition dampness, dust, etc.). 7. Splices to the loo • ead-in cable shall be soldere. .ith rosin core solder (approx. .% tin/50% lead), taped with high g -e electrical tape and coatewith a waterproofing sealant (see Speci. Provisions). 8. Electrical c• tinuity tests shall be performed for each 1.•• before any epoxy is i tailed, after epoxy is placed but prior to con on to lead- in cabl- and after lead-in cable is spliced and trained to the ontroller. In ad. ion, "resistance -to -ground" and "inductance" of each loop alt be . asured and recorded for each of the three tests per ormed to t 1..o detector. NOTE= 4eid "eh. L4''Lbtaidr air 7)Ms Shari' sed Rete To /1Wb. Deet. of Powis S"Arodsri. EXISTING ROADWAY SURFACE LOOP WIRE DETAIL A EXPANSION JOINT OR CRACK NOTE: ALL SAW CUTS SHALL BE MADE WITH A WATER COOLED SAW BLADE. EPDXY FILLER 3 TO PREVENT EPDXY ROM FILLING CONDUIT. '2" MIN. FOR ASPHALT SURFACED ROADS 6 MINIMUM 1/2" I.D. FLEXIBLE, NON-METALLIC TUBING. (CORROSION AND WEATHER RESISTANT WITH A MINIMUM NOMIAL WALL THICKNESS OF 1/8".) N. WILL BE PERMITTED IN ASPHALT IN VICINITY OF EXPANSION JOINTS _LOW FOR REQ'D. CLEAR DISTANCE IBING. SECTION C -C BEVEL AND SMOOTH END TO PROTECT CABLES CABLE SLACK TO ALLOW FOR EXPANSION TOP OF EXISTING PAVEMENT EPDXY CRACK FILLER DETECTOR LOOP WIRE k1/4" MIN. SECTION B-13 EXISTING PAVING POLE FOUNDATION OR PULL BOX POLE FOUNDATION OR PULL BOX TRAFFIC SIGNAL PLAN VEHICLE DETECTOR, TYPE TD -5 DRILLED HOLE DETECTOR WIRE IN CONDUIT SHALL BE TWISTED 3 TURNS PER FT. SPLICE TO 2/C LEAD IN CABLE (BELDON 8720 OR EQUIVALENT) h* -18„ /..1" DRILL THROUGH PAVEMENT l4� DETECTOR LOOP WIRE (NUMBER OF TURNS AS SPECIFIED AT EACH LOCATION) t :.•s • is ::`';+- 'v;/ `' �.:.,�-�•`. ^ s. 3/4" CONDUIT BACK FILLING SHALL BE DONE IN ACCOR- DANCE WITH ARTICLE 702.11 OF THE NEBRASKA STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. EXISTING PAVEMENT SOFT PLUG TO PREVENT EPDXY CEMENT FROM FILLING CONDUIT SECTION A -A SAW SLOT POLE FOUNDATION OR PULL BOX NOTE: FINISHED LOOP MUST SHOW NO SHORTED TURNS, NO BROKEN WIRE AND 10 MEGOHMS (MINIMUM) TO GROUND, MEASURED WITH A QUALITY MEGOHM METER (SEE GENERAL NOTES). GENERAL NOTES FOR TD -5 DETECTORS 1. LOOP SIZE AND LOCATION SHALL BE AS SHOWN IN:THE PLANS. 2. THE NUMBER OF TURNS OF WIRE SHALL BE AS INDICATED IN THE PLANS OF THE SPECIFIC INSTALLATION OR AS OTHERWISE SPECIFIED BY THE EQUIPMENT MANUFACTURER SUPPLYING THE LOOP DETECTOR AMPLIFIERS AND APPROVED BV THE TRAFFIC ENGINEERING DIVISION. ALL LOOP WIRE IN ADJACENT LOOPS SHALL BE LAID EITHER IN A CLOCKWISE OR COUNTER -CLOCKWISE DIRECTION AND THE LEADS TAGGED AT THE TIME OF INSTALLATION TO CLEARLY IDENTIFY THEIR DIRECTION. 3. IMMEDIATELY BEFORE LAYING THE LOOP CABLE, THE SAW CUT SHALL BE THOROUGHLY CLEANED AND DRIED WITH HIGH PRESSURE COMPRESSED AIR. 4. THE WIRE SHALL BE POSITIONED BY USE OF A BLUNT INSTRUMENT SO AS TO MINIMIZE THE CHANCE OF DAMAGE TO THE CABLE INSULATION. (THE USE OF A SCREW DRIVER, SAWBLADE, ETC. WILL NOT BE PERMITTED.) 5. LOOP WIRE SHALL BE CONTINUOUS (NO SPLICES PERMITTED) FROM THE PULL BOX OR FOUNDATION THROUGHOUT THE LOOP CONFIGURATION. 6. AFTER THE LOOP WIRE IS INSTALLED, EPDXY OR OTHER PRIOR APPROVED MATERIAL SHALL BE USED TO FILL THE SAW CUT BEFORE MOISTURE OR DIRT CAN ACCUMULATE. LOOP INSTALLATION MAY BE RESTRICTED DUE TO ADVERSE CLIMATICAL CONDITIONS (DAMPNESS, DUST, ETC.). 7. SPLICES TO THE LOOP LEAD-IN CABLE SHALL BE SOLDERED WITH ROSIN CORE SOLDER (APPROX. 50% TIN/50% LEAD), TAPED WITH HIGH GRADE ELECTRICAL TAPE AND COATED WITH A WATERPROOFING SEALANT. 8. ELECTRICAL CONTINUITY TESTS SHALL BE PERFORMED FOR EACH LOOP: A. SERIES RESISTANCE OF LOOP SHALL BE LESS THAN 5 OHMS AND SHALL BE STEADY. B. INDUCTANCE OF THE FINISHED LOOP SHALL BE BETWEEN 100-850 MICROHENRIES. C. RESISTANCE TO GROUND SHALL BE 10 MEGOHMS MINIMUM. IN ADDITION, "RESISTANCE -TO -GROUND" AND "INDUCTANCE" OF EACH LOOP SHALL BE MEASURED AND RECORDED FOR EACH OF THE THREE TESTS PERFORMED TO THE LOOP DETECTOR. 9. LOOP WIRE SHALL BE XHHW WITH CROSS-LINKED POLYETHYLENE INSTALLATION. FED ROAO REG NO. FED AID PROJECT NO. >HLt1 NO. 7 NEER. M'S'S08k 92 PREFORMED LOOPS SPLICE TO 2/C PRETWISTED CABLE (BELDON 8720 OR EQUIVALENT) PAVEMENT PREFORMED LOOP 2/C LEAD IN CABLE INSTALLATION DETAIL 2" T03" GENERAL NOTES FOR PREFORMED LOOPS 1. LOOP SIZE AND LOCATION SHALL BE AS SHOWN IN THE PLANS. 2. THE NUMBER OF TURNS OF WIRE SHALL BE AS INDICATED IN THE PLANS OF THE SPECIFIC INSTALLATION OR AS OTHERWISE SPECIFIED BY THE EQUIPMENT MANUFACTURER SUPPLYING THE LOOP DETECTOR AMPLIFIERS AND APPROVED BY THE TRAFFIC ENGINEERING DIVISION. ALL LOOP WIRE IN ADJACENT LOOPS SHALL BE LAID EITHER IN A CLOCKWISE OR COUNTER -CLOCKWISE DIRECTION AND THE LEADS TAGGED AT THE TIME OF INSTALLATION TO CLEARLY IDENTIFY THEIR DIRECTION. 3. SPLICES TO THE LOOP LEAD-IN CABLE SHALL 8E SOLDERED WITH ROSIN CORE SOLDER (APPROX. 50% TIN/50% LEAD), TAPED WITH HIGH GRADE ELECTRICAL TAPE AND COATED WITH A WATERPROOFING SEALANT. 4. ELECTRICAL CONTINUITY TESTS SHALL BE PERFORMED FOR EACH LOOP: A. SERIES RESISTANCE OF LOOP SHALL BE LESS THAN 5 OHMS AND SHALL BE STEADY. B. INDUCTANCE OF THE FINISHED LOOP SHALL BE BETWEEN 100-850 MICROHENRIES. C. RESISTANCE TO GROUND SHALL BE 10 MEGOHMS MINIMUM. 5. SEE SPECIAL PROVISIONS FOR DETAILS OF CONSTRUCTION FOR PREFORMED LOOPS. REV. NO. DATE REVISION DESCRIPTION NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION LOCATION COUNT V HIGHWAY PLAN NO. LOOP DETAIL STANDARD DESIGNED BYS, d TRAFFIC ENGINEER e DRAWNBY T1p.1,6y PROJECT NO DATE REVIEWED BVD�//((//��JJ APPROVED B f� a 3b c Pole2 Ste. 3tb7 Type 51-( Alas /-arm = 8 Gremco, Inc. & Peter E//isj' Forms, /nc. & Amanda E//is Forms, Inc / Toto/ 2,245 Sq. R Temp. ROW. Tota/ /2,54528 Sq. Ft New R.O.W. • BOO • To/o/ 4385 Sq. Ft Temp ROW. Toto/ /6,329.095 Sq. F/_ New ROW 84 Gremco, /nc. & Peter E//is . Forms, /nc. & Amanda E//is Forms, Inc. h F ,444 NR Pole 3 Sla. d167 Type SL-/ Masi Arm W' 8' CZE B' 0-55080.19'3 493.98 L__ —. ( Char/es Schonfe/dl R/GHT-OF-WAY/PROPERTY LINE NEW RIGHT-OF-WAY - - - - TEMPORARY EASEMENT - - - ">> vt TRACT NUMBER - - - - O R.O.W. AV( MI 5/o. 170190 7 pe 5L-1 Has,' Arm= /0' w= 10' — Pe Ie 011 Ste; 120+17 Type cm P ill aSfArm = 4' v3- Pc% /0 5'h. 10,,95 4iype 5L-1 Iles/ Arm =/5' W /5' ipw wL�e• ISL W ��N1� �NIi M. 11 L:7 - "�":,aV-5508(/) 94 1 ti RI Moy I, 8/ Toto/ /2,545.28 Sq Ft Abw ROW To/o/ 2,245 Sq. Ft Temp R.OW Sid. /0' 47 1 pe C /qd5/4rm- 4� 14/ : rc e� �L Nd P w Role I1 SLa IH 77 Type St -1 MDSt Arm' W= 4,' Ellis Sandy Reo/ly Corp. 74.35 Tc'o/ 479/.6 Sq F1 New RO.W Toto/ 8,,7/2 ,Sq F1 Temp. ROW Toto/ /4329045 Sq. Ft. New RD Toto/ 4385 Sq Ft Temp ROW ::/0t3/ R 3' New ROW. O/d R.QW. R a. w. WEST HEIGHTS l/",le 115 31:7 10,4,5 4tpe51-/ M 'fr4rm J' W A54 Pr) y Sys, 120+40 Cyte $L -1 1}1gg/ 1 rrn = 10 bi1 = 10' /2 4- F / 6 304-305) Freda Ole Raw 426.70 ft. Tem /3 M Gartner 0 /4 gr Oct). 307 -872) 4.1 7,117 256.3554' fl Pau/ ( Cor ADD. 4-)J,e L /5 II /6 ler 0 7B - 37/5 1 9 q. ft. /7 T/rnolhy W and Edwin IA LebYock -ote-ho/f interest) VI W. Lebsock 8 Donna Le sock 1 one - ho/f interest i I (Corp. WO 77-1335) 7l$ Ff 575 sort /4 51-a 14+GO Type St- l &l56 / rm= /2-. /8 01 /9 ; . Hastings 1j Federal Cred/l ( Corp. W.D. 319-7241 0550 sq. ft. I I _. I° Robert Un/on a, 1 riagalis :1'x,0 N w .0. n,ti �tivW a1 A ti 7 NQ m v ti Pole q S-ia, 10142 Type CMP A6.54 4 r in = 4' w - D. W. Pole 1/ S/a. ll/7 Type SL -1 Alas/ Arm =6' W . 6' Sandy Realty (Corp. W.D. /66-655) /9 PALMERS 4, 79/. 6 sq. fl. New R.O. W. Corp. 24, 35- Pole 13 510. 13fL,0 ruoe SL -i Masi Arm: 6' W=�' 8,7/2 sq. fl. re MP, PROSPECT PARK m m m 129- i,486 1,486 soft Johnson Coshwoy Lamber ( W.D. 306-9961 rets) Pok 15 5ita 15,0 45 Tice 5_ -Mast Arm : 6 W= B' ADD /8 R.O..W . - Pita. -- (JVD. , . 4q* At& yaw 318- 410 ft ---Liawber (Deed 306-96)48Th4,fg/5-" 2 IC - 44 k 4. 4 4. IP 'Z1 ts 780 sq. ft. logre,o. 4 2 ,4 1 A.z s'1. I t 975sq. ft. Johnson ( D. 306 -187 ) Cash way Lumber -,': :''...::ii „ .:"....: ' .,,,,.:.;*i:K:kf:',i- • . 0 .::::.:':.:iiNP:iP ''' ' '-' ''', k 1 , . , . . ;r.R.I'''..14.`:-:'''' , „' - , ," _ ' A Tk .1 .- 21/a6 - Johnson (QC. D. 3/2-/33) 4 '4 • 1 Coshwoy W.11 (WD 3/2 - 13/ ) 6 Lumber 3/2 - /3/) ql 5 IP:9.306-998) kjit44441,444-ilir14.,4.4.4.„ /8:: D. W PALMERS /7 PROSPECT 200 s4t ft. 400 HEARr LL (Shariffs Deed 42-4.113 200..d6 cAmpee LS PARK ADO Coshiitet, - 1.00.r • (WD. 306-187) 40 04 -4\1 4 WEST HE/GH /3 /2 Johnson imperial Homes Company (W.D. 3/8-4/0) 211) 7 4963.5 sq. ft. /1 • ADD. /0 Nosh Finch Company ( Corp. W. D. /66-2/1 500 sq. ft. W 8. CorwaSn PA LMERS 9 o fi 6 5 4. 5 4 PROSPROSPECT 'PARK w /0 . N May 1,8 C/orence M. Anderson, Jr 6 George C. Anderton (WD..78-/869) 725 sq. fl. Charles J. Broderson (W D 323-85/) 625 sq. ft MOb,/ $Crr/Ce Clarke 0i/ Co. (WO. /86-57) pp , 342.5 sq. ft d 3' NSW a 0!d ROW c m k, I il.!. i;:.: .ry. :i K. .: R:::Sg.il:4 :i* :}v `iF i? .::�: -.:-: l. I Oyu P t°l 2, �-�_ 200 aq.ft County (Sheriffs Deed /20-69/ ) 3 94 200 sq. ft. of ( Sheriffs Deed /20-690) /6 2 HEARTWEL S CAMPBELL S SUB. 200 sq. ft S Aden's (Sheriffs Deed /27-4//) to N • N N 1 675 sq. X Y v 01' ;r Wo/ler C. Bienkowski, /1/ Diane K. Bienkowski (WD. 177-976). 4 D. W. 3 /5 PA L MER 01 N 3375 _k New •ROW. q. ft. Peter Elvis Forms, /nc. (WD. 32/-4001 2 6 Gremco Inc. (//2mterest each) (W.D. 77-3669) P OSPEC T 337.5 sq. ft.. Leo L. 6 Marcella M. Lemonds (W. D. /44 -457) 227 PARK 342,5 sq. ft. ADD. N b N R.O.W. D. W. PALMERS 7 661, PROSPECT PARK City . of Hastings 8 /0 ( Q. C. D. 6& 5' /33- 644) /5 ADD. 9 City of 68.5' u Hastings /0 68.5' r i T 1 D. W PAL MERS PROSPECT 8 68,5 // 9 /0 City of Hustings (W D. /45-26) PARK ADD. City of ( Q. C. 0 Hustings /46 - 67) // i .Y' j- IM -55080)! z18 �u 27, /98/ Seo%trs and L .6 --8m-b (Corp. W0.711 ! . 2 /lJ3 R.O.W. W PALMERS P /2 :fr OSPECT PARK City of Hastings ( G. C. D /33644) / /3 9, ADD. Donald G. Hoe, 6 Darlene C. Hoeft' ( o. /65 - 617 ) 775 so ft. sts tam Slow bee ‘rminosnroj miff to 61 5. P COLES 2 Military Department of the State of Nebraska (Deed /34 - 660) 20 1,275 sq. ft. ADD. r D. 685 sq. ft. Total Roland E. C Barbaro L. Hofferbsr (Corp. D 78-25/3) /3 W PALMERS. 2 N ev Ger fie likkoble, /06 3L11 762 sq. ft. Ronald J 6 Sandra E. Richardson ( W O. 78-05/0) PROSPECT /2 / ADD. 0) ���.N/ a,+«rx 00( qo 625 sq. ft 1 4 Richard L. 6, Connie R. Halloran ( W D. 3/6-58/) BICRHALIS / 2 1,152 sq. ft Total G/adys (W 0. tti / 1.... Kerr / 49- 473) 3 ADD. Now 2 Oki R. 0. W A + - QK 1i' S.P COL ES ADD. E. Relb r •. 279/ Ceaoefy " areas O BU/IGA LOW poem E R4144r /18 558I 3411244.ft. 8 ic1e Raymond 8 Alma E. datyyert (W.D. /39-380) 32544 f/. 9 rel Raymond E. Beyke 1W. D. /85- 4271- 334 211 1 4- 111:$, � wV 1/0 X Ilk Ruby E.Wo/ker (W. D. /5/=5d/) ADD. P ,I n P P 1/4-5t 4. BUNGALOW 2 AD I .70 i/ 12 334 agar. 1g10 lbtiaq.H. Ras k/n W0.303,- 608) t a.; ft Ernest 'E We Sch ke/ (W 0 147-;180) 044 . 511644 ff. ✓emee ., F. . Sear) (M 0. 3'23-225) W 6 Pou/y. Lumber .Company (*8./89-463, • 'r R.O.W E�UN6AL� 1, 33 35 � a i Dais E 6 ~isle ✓. - Myers (Wet 305-226) Lowell H. 6 Flora Mae Devitt (WO 30/-207) 3Os4.fI 280 se. fI. William G. (W0.322-642) k c75 iS • 36 A �c:i o Pou/ey, ✓r. + 2 37 40 4 N ADD a Glenda R. Pou/ey William G. Pbu/ey, dr ,(W D. /86 - 273) //airy H. 8 Belly L. K/uver (Q. C. D. /87 - 99) Sib sq. S25 se. ft 3/6 s4 f/. Lucille Brand (Q. C. D 318- 27/) Corrie (W D. L. Loux /29-68/1 625 sa ft. Esther M. Howes (W D. /9/-249) n ti� 490 *eft 4f` 4,b y V5 � $V. W. G. Pou/ey ▪ Lumber Company ( W.D. /89 - 463, 4,/58 se. ft. rote/ 299 s4 f/.. • 141 V. Y • 4*.p6 il.$aA / x St. Regis Paper Company (OCD 323-395) CO ri 0 975 sa f/. Lavern L. Olsen (WO 77-3252 ) R.49344, • 44 Frances C Mm//ton (WD. /87-285) O '1 3° 450 sq. f/. A 45 1 a 1. dames D. & Bonita M. K/nd/g • (W O /50 - 5/0) • « BUNGA LOW 250 sq f1. 46 Kenneth • o 47 Eugene Porten/8r (WO /49-680) CD I./�W ti 500 sq t Josephine E Stater (W D /69- /89 340sq. ft 43 49 y 1' $ p” ams Fiore//o S. Blume (W.O.3/2-743) 4 `3 g 50 5/ Carroll A. 6 Bever/y R. Powe// (WD. 3/1-311 8 52 • Lloyd (WO. /53-/38) 47 AD '54 ▪ 4 6 Delores A. Levonder 0 (W O. i/83 - 439) 1. 0' )til0 u) 55 5 pa x 1, Richard H. Hockaday, (Dec 'd/ (Evelyn 6 Hockaday, H. Roy Hockaday 6 Wongo M Wo/f rec. in/eresi) (WD.(W0./8/-2/5) (31 - i ��. • • • ti�i L M v ro.9� 4'°,4°1 v �,N N• N T tibN m N,NN ` tiZZ, N M M Great Plains •as mai 750 sq. ft. Petroleum, Inc. (Special W.O. 2982) eq W eC ▪ XX X y///////, ./) t r f�— 0 '%/'/////////////////// /, 1 i `WYYYY ,i W � ,t 0 Q W m °,� o a ov 4 0 F r 2 '7• 1': ' X Scale 50' ��tw(,dJ 839.92 (100/) Jaden Manufacturing Co. • 4 a w Q.C. D. /90-49/) c ti x � Aft. Imp INV R.O.W. 110 +S/ e Did Onrs I1 � 112 113 Gremco, Inc 114 Peter El /a Farms, Inc. Amanda IE//is Farms, Inc. Toto/ 1,385 Sq. Ft. ippmp. ROW Tota/ /66,,329.045 Sq / New ROW. +G9 SE Cor Cox S/b 4 4 a d a ° `c `,Z,a F 1, o c R C v Old B New R.O.W. Sandy Realty ,Corp. 263 Toto/ 8,7/2 Sq. Ft Temp. RO.W. Toto/ 4,79/.6 Sq. Ft New R.O.W Po/ 3 /rl $fa. 1/3#30 Moe SL-/ Past Arm = 6' R.O. O rV m -- z Gremco, Inc. Peter Ellis Farms, Inc. STA. 11414717 Amada (Ellis Farms, Inc. roto) 1,385 Sq. Ft mp. RO.W Total /6,329.045 Sq. t New R.O.W. iSTA-t PR.:, No 7 :,,, M 5508(/) SMEECT /03A Rl Ivloy I, SI Added Sheet PAT ASN, INC LINCOLN Sandy Realty Corp. Total 8,712 Sq. Ft Temp. R.O.W Total 4,791.6 Sq. Ft New ROW Peter Ellis Farms, Inc. 6 (WD 32/-39]?, W032/-392) - 118 119 /56.96' Amanda El/is Farms, Inc. (WD 32/-404, W.D. 32/-402) Gremco, Inc. New 6 O/d ROW 7 ^ R.'4l55e8(i) )o'/ RI May I, 8i Meted 5 Peter El/is Forms, Inc. Amanda Ellis Forms, /n Scab (Assignment of 'gray /ease: Charles Schonfe/d) Tota/ /6,329045 Sq. Ft. New R O.W. Total /385 Sq. Fl Temp. ROW. Po 5+a, Type 5L- M55tArn/ _ / 8' Toto/ 12,545.28 Sq. Ft New RO. Tdtd 2,245 Sq. Ft Temp RO Pole Srl Sto. l/g r -o Type Sc -/ /Yl25t -7r» _ 6 8' = �' Pole 74 5+8 118 4'17 /ype CMP P13514rn) W= I r /I l� /0442 ! Typecn)P ' PaS+At„,- 11/ Pole 8/r1 5.51/0/47 7,/ceCA7P , 4, 0, =4 vv= 0/d ROW New ROW Pole 5,47 90. ill,' /O f!jpe SL l 1/Id5+ArO/' lD w"- 1' Sandy Really Corp. (Corp WD /66-655) 7,35 Toto/ 4,79/6 ,>q. FL New Tota/ 8,7,/7 ..q. Ft. Temp n. . 275. k& Gremco, Inc (W0.77-3670) Peter Ellis Farms, Inc a (WO 32I-39, W0 321-392) (5696 Amanda Ellis Farms, Inc (WD 321-404, WO 321-402) (Assignment of grouni lease: Charles Schonfe(d) Total 16329.045 Sq. Ft New R.O.W. Total 1,385 Sq. Ft Temp ROW FED.,v1,AD ,,,,0 0 sTA E FED AID - PRO) NO S HEET NO. 7 NEeR ,"1-5508(/) /04A Gremco, Inc. Peter Ellis Farms, Inc Arnondo Ellis Farms, Inc. Old & New R.0 W. Total 12,54528 Sq. Ft New ROW Total 2,245 Sq. Ft. Temp. ROW. New R.O.W. New R.O.W. Prev. ROW Prev. R.O_W Old Temp. Ease. -11. If° Sandy Realty Corp. (Corp W.D. 166-655) Total 4,791.6 Sq. Ft New RO.W Total 8,712 Sq Ft. Temp RO.W. PAT ASH INC LINCOLN 123 124 Gremco, /nc. Peter El/is Farms, Inc. (W.Q. 77- 3670) (W.O. 321-394, W.0.32/-392) Pole /2/'7 Sta. /23+GO Type S/ -/ Past' Arm= 6 W= ' Amanda E//is Farms, Inc. (W.0.32/-404, WO.. 32/-402) Tata/ 2,245 Sq. Ft Temp. ROW. Tata/ /2,545.28 Sq Ft. New ROW O 28p0 w z Y 125 126 Pd/e 14M 5/a. /2544o Type 51-1 mes/Arm=�' ce ce 4"Gas Line Pn/r Iden 5/,i. /? t / /n l ype 5/ / Adel Arn, io w 1D' Right-of-Way/Property L/ne --- New Right -of- Woy - - - Temporary Easement --- Trocf Number indica/ed by -- • R. O.W 2 ND ST. EAST OF MARION ST ' CLOSED FOLLOW MARKED DETOUR * Special Sign No. 1 2 ND ST WEST OF MARION CLOSED FOLLOW MARKED DETOUR * Special Sign No. 2 2ND ST -SPUR FC EAST CLOSED FOLLOW MARKED DETOUR * Special Sign No. 3 DETOUR M4-9 DETOUR *M4-94 DETOUR 4mmume * M4 -9L DETOUR M4 -10R DETOUR M4 -10L 2 NO STI Special Sign No. 4 ROAD CLOSED t f AHEAD LOCAL TRAFFIC ONLY R11-3 ROAD CLOSED TO THRU TRAFFIC 411-4 RIGHT LANE MUST TURN RIGHT R3 -7R 25 MPH 413-1 DETOUR SIGNING PLANS SUMMARY OF MINIMUM REQUIRED QUANTITIES DIMENSIONS REQUIRED QUANTITY 96" X 48" 2 96"X48' 3 96"X 48" 2 30"X24" 10 30"X 24" 4 30" X24" 5 48" X18" 2 W20 -1A 420-30 W20 -2A W20-5RA W4 -2L 44-2R / STOP 48"X18" 1 30"X 8" 8 3/4 Mile - I 1400' -1 60"X30" I Block -5 800-1 60" X 30' 13 30"X30" 2 24"X24" 3 • 41-1 NO PASSING ZONE DO NOT PASS R4-1 END CONSTRUCTION G20-2-60 DIMENSIONS REQUIRED QUANTI TY 48"X 48" 4 48"X 48" 4 48"X 48" 3 36"X 36" 36"X36" 36" X36" 30"X 30" 36"X48"X 48" 24"X 30' 60" x 24" Signs to be installed and Maintained by City. 2 2 DETOUR SIGNING PLANS For Phase I Sta. 0+00 to 10+00 See Detour Signing Sheet 17 IM-SSO8 (/l » /OG y DETOUR SIGNING PLANS For Phase 2 Sta. 10+00 to 38t70 See Detour Signing Sheet z^s s� eef Wes/Lewn Arenue i DETOUR SIGNING PLANS For Phase 3 Sta.38+70 to 55+60 See Detour Signing Sheets } 1's 9f ee/ J ernes Frenue /07 Scde P=/oa Type A L/ght 2^° Sn.e END CONSTRUCTION DETOUR SIGNING PLANS For Phase I End Taper Sy`a. /37'SO New Construe/zao / Type 27 8'Bar,caa'es w/Type A Ligh/s, c'ea. Temporary Norma/ Double Ye/ow Pavemen/ /l7af,/n9 Begin Tper Sto /35040 A// Fxisfng Pare/nen/ Alarkmgs Ma/ eon!//d with Temporary /7/arkmys sha// be !Removed 2 ND ST DETOUR 4— 54 S/ee' End Taper Sta /29,10 Begin Ta,oer Sra /27'00 DO NOT PASS 34 Ta/'/ie Drams w/ ype C ['JO/3%1,v Spaced eo 20'C-2 3'd Sr eel Nerr Cans/ruct/ar /2, Type]// 8 "Barriee,bc w/ Type 9 L.9//e, 7 ea 3, Type Ill B'Barrieades w/Tyne AC/ghfs, Zea. ROAD CLOSED 10 THRU TRAFFIC vpe ET 8" Barricades w/ Type A 2i9h/s, Zea ROAD CLOSED TO THRU TRAFFIC !�-New Cons/rad/on 4, 7Pe III 8'Borrcadee w/ Type A Li9hfs, Zea. ROAD CLOSED TO THRU TRAFFIC 36, Ira//' - Drums w/Type C 1/gh/3•, /ea SPacedC0 20'Cc N0 PASSING ZONE S/a 1/2' ' 2 B - B DO NOT PASS STOP Saila' Q25 Yds Temrarary Aspha// SurPacir9 DETOUR 4 - DETOUR 2 ND ST. WEST OF MARION ST CLOSED FOLLOW MARKED DETOUR DETOUR DETOUR 7 • ;Ms508(41 108 3, Type PO B Barrceades w/Type ALigh/r Zea ROAD CLOSED 3/4 MILE AlEAD LOCAL TRAFFIC ONLY 2 ND ST -SPUR FC EAST CLOSED FOLLOW MAF ED DETOUR DETOUR DETOUR 4— 2 ND ST. WEST OF MARION ST CLOSED "FOLLOW MARKED DETOUR 2 NO ST -SPUR I -C EAST CLOSED FOLLOW MARKED DETOUR J" �a S/' Temporary /2" Bui/d yds Wh/fe Stop Lrr7e Tem/xrary Aspha// SurE7e/a9 Type ,8.. 2 ND ST DETOUR Temporary Norma/ ye Il ow Do /ted Line for 7eh,c// Cardanee Temporary Norma/ Doable Yellow Pavement i77crkings Sada' /02 S' yes Temporary Aspha/f 2erfarn7g Type 2" Sta //2'00 IV Eta 1/6'00 PI Sta //4' 3/ 8/ 20' Begin Sta. /12,00 81 /2' End Sta. //6'20 8/ /2' Te/70,v1,7 Ak inn/ Se/id hh/fe Ede /me Sfa /17'00 to //1.'00 B -rT-B END CONSTRUCTION O 4 / ,9/2/e Scale ('Type A 424/ Seale /'• iee' 2 ND ST. WEST OF MARION ST CLOSED FOLLOW MARKED DETCUR 251 MP4 Sto /09.00 12 NO ST I Sta /06`00 AD \ WCT10N AO SED rAn ST DUR rE Type A Light T END CONSTRUCTION 8// Exisfieq Pavement /77a/kings that Con!/ief with Temporary Bremen/ /!/arkinys Sha//be ,Pe/novel 2 ND ST EAST OF MARION CLOSED FOLLOW MARKED DETOUR Temporary Norma/ Dou6/e Ye/Low Center/ le Paremenf 8/arHings DETOUR 3, Type III, 8'Borrieades w/ Type ,2 Lights, !ea. ROADCLOSED 1 BLOCK AHEAD LOCAL TRAFFC act DETOUR SIGNING PLANS For Phase 2 2, Type Ill 8' Barricades Type fl Ligh/s, Pea. CLOSED 1OBLOCK AHEAD LOCAL TRAFFC CHIT DETOUR f 2, Type III. 8'Barricades w/ Type A7 Lights 2ea - ROAD CLOSED 1 BLOCK AHEAD LICAL TRAFFIC %A.Y DETOUR DETOUR DETOUR bnsfrvetia,?" LANE IST l9Trot/ie Drums w/ Type C Lights, / ea. Spaeres 2O'e-c Pt., Anne/ line. /3 Traffic Drams w/Type C Lights, /ea. Spaced @ 20'e -e 2, Type AT 8' Borraeades Temporary Norma/ Yelhw w/Tyoe R Lig3fs, Pea. abed Lines for - Vehicle Ouadanee ROAD CLOSED Remove OS Ss Yds TO TOUR I rtmpo- 9s +a// Sarfxiq THRU TRAFFIC 3, Type IIT 8' 8arrieodes w/Type A Lights, 2ea. ROAD CLOSED TO THRU TRAFFIC DETOUR 2, Type TA 8' Barricades w/Tpe A Ligh/1 2 ea. ROAD CLOSED TO THRU TRAFFIC Resao✓e 9/$7 les temp. .fap"a// Sadirnry End Taper /17+6D 8, Type III 8' 8arrieades w/ Type i7 Lgh/s, 2ea. 8 — -- — 8 DETOUR Temporary 12" White Stop Cine. 3, Ty/Jeff 8'Barricades w/Type/L/9hfs, 2ea. w Consriwe .e 2 ND ST EAST OF MARION CLOSED FOLLOW MARKED DETOUR ROAD MOON AHEAD erg Hama/ Ye//ow ine Parewen/ ys //2r&D 8 - —8 Sfa /1 iD 3 Type IlT S' Barrieades w/ Type Alights, lea. 37 Taffi/Drams w/Type C Lights , / ea Space/ e 20' C -C ,Pemore /OP 3' Y* Temporary A2s .// .5'rifxrq ROAD CLOSED TO THRU TRAFFIC Began Taper Sfa //P,SO END CONSTRUCTION ROAD CLOSED TO THRU TRAFFIC 2, Type 117 8'8ar-ricades w/ Type A Li93f4 2ea. ROAD CLOSED TO THRU TRAFFIC 3'a Sita/ DETOUR DETOUR 4.111 3, Type zZ' 8' Barricades Tpe A Cighfs ?ea ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED TO THRU TRAFFIC 1"! 2, Type 111 8' Barricades w/ Tpe A Ligh/s, 2 ea. ROAD CLOSED TO THRU TRAFFIC DETOUR 3, Type Ill 8'Barricades /Type ALights 2 e ROAD CLOSED TO THRU TRAFFIC DETOUR 2, Type IY 8' Bari -wades w/ ripe ia Lgh/s /'ea. ROAD CLOSED I TO THRU TRAFFIC 2, Type DI B' Barricades w/ Type A Ligfr/s, 2ea. ROAD CLOSED TO THRU TRAFFIC 2, Type III 8'Barrieades Type A Lights, lea. / ROAD CLOSED TO THRU TRAFFIC Wet/ Lawn Avenue e FLO ROA, / EEO A10 7_ 41-55108(/) SHEET /09 State 1 too' 2nd Sfreef END CONSTRUCTION 3.4 Sliee1 DETOUR SIGNING PLANS For Phase 3 Type FIl/yhf DETOUR DETOUR 1- ery RO S I stun 4 Z,: iwl. Ro. NEER. X080) 111b DETOUR 3, Type Ill B'Beit/cedes Type ALights, Zea ROAD CLOSED 800 AHEAD LOCAL TRAFFIC @LY Wood/and Ave Seale 1' /OG' t 7- DETOUR 3 Type Ill 8' Barricades w/ Type A Lights, 2 ea ROAD CLOSED 10 THRU TRAFFIC r DETOUR I I 6 Type 171 8' Barricades w/ Type A L/ydls, 2 ea. ROAD CLOSED 1 BLOCK AHEAD LOCAL TRAFFIC ONLY DETOUR DETOUR —1 r Type III 8' Barr/eoo:s w/ Type A Lights, e ee ROAD CLOSED TO THRU TRAFFIC DETOUR SIGNING PLANS For Phase 3 DETOUR 4 2, Type III 8' Barricades w/ Type A Lights, 2 ea ROAD CLOSED LOCK AHEAD LOCAL. TRAFFIC ONLY Z,Tpe 177-8' Barricades w/ Type A Lights, tee ROAD CLOSED TO THRU TRAFFIC n DETOUR ( DETOUR Il4— 1 1 3,Type Ill 8' Barricades w/ Type lllights, Zea. ROAD CLOSED TO THRU TRAFFIC 7 1..3. 10.5:5-08(1) iii 3, Type III 8' Barricades w/ Type Alights 2 ea ROAD CLOSED TO THRU TRAFFIC DETOUR ENO CONSTRUCTION Lc. 48.21 rt.40.39 • 24'X48",Qun 40,O.J�wcrPpm 5A-C•Qn 7 - _S=OQL�sG �P`f. L 44.0 -- -- cTuncl'en,�x, p,,'3//043 Sto J t / O+299rt 5s' CGt.x, Plan 443 V 3 5' s /73130 G'3./. /Z0 x = 4' z" rxy=3.e). x3.0„ y�[ yr = Z'G"X3'0" Exc.= /2 Co. Yds. EXC• = 7 ?2 ydc Lone. = 2-Z1 Ca Y41. C?ac. = /.68 CYyds- Steel = /S Obs - S'/` -'e/ - /a as. FL 4819 RL. 37. 26 4,1f Le rorty a9.ar 4 $'fa. 4 /50 4/5 ',47` Crone. F.E.S. P Bar Grate gar) 4/0 i 413 _re. 42.03 S = O n04257'/F1 5 = s.07,7/4 36"Xcg4'-'o/n/ C'n, Se2rj- ype Exc..- /08.3✓ >CO5- 0 r /P••x 99 �5, GJ^,,v= Xv- ` /0 /.,"1/.1.,:k. Tunc74/o r/ .`ox j_Ss.1./.34 47,5',21 u 43.29 Sr 0.0353'/21+ _ FL. 39.94 crane//an Box Plorr 443 5'r`a St34 4Z3 ' '. X. s' yxy, = 4'3"X 4' &XC • _ /4' ✓✓yyds. G5nc. = 3.020 0:/ya/r. //?aatd Equn: x78'l4ein{CJnc. S N P,pc - c%, Ext 4521 1d. FL 40.44 it Curb /r,/et, Olin 443 • Sts Lt19 k/ X_ _, 1,• - -4'--1/ V= 4'Q" Exc. 1 I i r Yds. �1< 254Cu.y}• 5220/= /4% cb_ 4-1• - TC. 44.z/. F.L. 44. 03 r O •Tc 46 z' 5=0.02/21'+. . • FL 43.39 Curb /nlet a 41-A Junction PDX .02103. 120+ 59 Lis Sia. 1204953' Lt X= -7%/ N=4'' 7' 4 /8"x 3.Relnf Conc. Sewer- /(,e 1b' -o t =20 Cutts. s, _•a.Yds. Cw,c•= 2.9" 1,/J,. Ste I = 2Cl 1.6%. 70.4350 F[- - 45,88 ‘1.44,0_ - 0' ( XC,=13 6'/`/a7 !,/,r - .09 ?r yds 5,00 /2r L-41 5 • L Inge i 34' /r,. • n, *1f cTuncf/On Box C1'5'. A2/2 2130 6'41. F.L. 41.18 • • _ 380'4+ V Sta. 114t44, 30' et. ' l �L'x CL ' 6 8' Cork. nEs. r (;.rr Cork,. Sew"+ Pipe t4,•1A S f�C�vw-i Pians CC E 3L rL. 44 c•2 5 O 0380/FI • Fi 417b- • � Stj ll' 1 r; 4. -. x 2" lox," • FL .41-'4a F/ 4/.DO . ?n 3. / ! 7 .58 04,,c (.; /ans ZC <' 30 • ` 3� 085(11. xQt' kunt. _> Yr Ex_ 82 43.2? T.C. 48.19 F L.44,00.. v 31 �nc ion Box, Std./207,30 6 Lt. std 9r00 46' Lt. Cay 3'ES. p Bar G.Qte Pban 4/0 ! 413 7 DETAIL DRAINAGE PROFILES SCALE HORIZ. I"=10 ®S_ 1_ at VERT. 1%10' s=0.0/P6 //El! r.C•4889 -- /xZ6'A'IFC3r3t3 tagrPre gxc, ° a0 cY/• yds. S.p•009/7�/if FL.44.,37 C'UR6In/e7, P3ew 443 ./2047-- Zsr X=3'-//" A S'l �Yr"-e'y Co1C•,•e. /6 a5 Cee, yds 9tee/'010 /4. /5(433',Qcmf.'a'ne 51e+ver Ripe_ ExC. = 35 Cr/• s. S = O.0076'4• /H. FL 45.19 Cone Caller Mn 40.5-4)/ 0 ai4,eY 55213. ® /.9',,//6' ReinO C Concy�Sewer f/P? Exc, = 9 5- 0.0030/'+, .4i a. //5 +0 Lt 3'- 0„ EX c - Co /1, e • i - 2.13 �t2cl 14g V .,:4",‹ lb" 1'_,,,t. • rc. 48.21' 34. 43.59 Cat), /niet ems ` -44.3 Ste. /ot7o Rt... Zi5" P%6=o4 4'arte. = z 1 •'ars. £/ c/ 173• Gbs, Junction Box Sta. 120+29 53' L 34•x 54 Re/'1f Cone. Sealer P/ye Exc = 51 Cu. Yds. X - .4i 401/" 3/c.c �, 7111. Cone 2.73 cc_ - 4 ,/3. y/a. Void. See Sheet )SOA . L PLAT SLAB TOP ,Pf/NFORC/NG 5T Cast L^On ,a/29e ::over Man oie 7410 Ele✓ as s;o 97 on plans 'j c r•oul` brvcK or?�i COI '�LPrecos/ Conc. Riser, 1 'ecos/ Concrete lo/ slob Top dfo. 4e/2"c/rs. Top �Pe/ni Ab. 5E'6 Ctrs. 8o/ Reinf - No 4 C /2 •c/rs. Top ,Fein/. 5/cel No 56 6"c/rs. 8o/ Reinf Sfee/ 2-No.5 bars x No. 4 e iP c/rs. COS/ .'roll Rn,9 and Cover - J No 53ars 66c/r . Flo/ .S/ab Top E/e v '05 shown on Plans /Precosl Conc. Flat Slob Told 2O 9reca5t Ccnarefe �_ U Qorrel. Section) 2" S/px to droit) -A/o 3 bars C' ea c/rs. hlN 0 -Horizon/al .Fein f / fool barrel D 84 As = .27'" ' 0=96 As• 47°" O•/20 As " .70°" �7Ured rn /ace cont. Jootin9 - - Precos/ Leve/ I Block. P/ace as requi nee'; `31 ,/0 4 bons t /2 r/r'S PI 4 `SECTIONAL PIPE 'A (OUTL T) PIPE ANGLE LAYOUT M /o Scale 4 "/'tin Flow lire as s/,own on plans ELEVATION: OF MANHOLE Scale -54i' /- 0' � " rc ---71-_--i I /0" C PLAN IN, ,t SECTION C -C END ELEVATION DETAILS OF STEP (CAST IRON) AT 16' CTRS. 4 ,T 6”.Anchor Cuss (Four thus,4-"be/ow lop oe frame) Slot for flange bo/t Seal for /ug on cover casting. (One only) See Del -oil -A" 6 "Anchor ugs ;'Four Mu, 6;"below lop of frame) FRAME- HALF TOP VIEW CUT AWAY 2:Oi" - Machine ln,ehed sea/- - Sao/ for /ug on cover calling v 4 4 Anchor Lug • ,�, ti 1-% holes A Ho/P Plan of underside of cover }x#,6" Anchor Lug - -Slot Por ffonge bolt (Four flues) TYPE) FRAME SECTION (TELESCOPIC (CAST IRON) Flange Pillets - (Four thus) Ho/es 'brio B bolls (Four thus) B L_ 1` Dia Bosses for Huls (Four thus)— HALF TOP VIEW OF FLANGE (TELESCOPIC TYPE) (CAST IRON) -Hoes for '¢ bolts. - Top of precast concr¢/e top section. , SECTION $eat for lug on cover casing (One on/y)— B - B DETAIL "A' SECTION PIPE 6 ANGLE OF ENTRANCE * MAXIMUM 60. BARREL PIPE A 30' 27" SIZE SEC PIPE B 24'"42' e, OF 66"BARREL PIPE A r 36 30' PIPE SEC PIPE 8 l8" 24" 30" FOR EACH 72"BARREL SEC PIPE A PIPE B 4d , 24` 4e' e7` 30' ' 30" BARREL SECTION 84"BARREL SEC --"'PEA l PIPE B 4d" 1 27" 42" 30' 3G' f 367 96"B4RREL SEC PIPE Al PIPE 8 t 60" 36' 54"II 40" 4d'. I_ id"' 1201BARREL SEC. tSPE rIPE A I PIPE B --� 84 " j_- 40_ 72" 54" BARREL PIPE A 24 SEC. PIPE B 24" 45 �r 3/5° 0°or 27. � 30' 24' 24' 2d" 36 30" 30" t .30' 42' 24" <72" F 30" .j6" 36" 54" 4d" d_2" 24" 6" , 42' 660" ,541" dd' 36' • 412' 46" 72" 66" 604 54" de" r 4d" 54' S4" 410" 54 54' ,. _-- 72"+ 60" 72" 72" /35cr 225` 36"- t 30" 30"` 42" 42' r - 45" _42'_. 1 42'" 42" 54' 4d" ' 45" 4B' • 66" foo" 60 60" 7e -j- -40"� 66" 6G" ,96" i- d4" _ B4" B4' 30' /80° 36" 36" 42" 42" 46" ! 46" 54` S4" 66" T 66' 72" 72" 96" ' 96' i r - Hall' P/an OC cover Q ! 0 P •,7J - - I� ti ti . 0/ ' 2-/, HALF PLANS OF COVER 1 7' _I3s - -r SECT ON A - A DETAILS OF MANHOLE COVER (CAST IRON) itlrk For Type A cover, use details as shown. For Tyke 8 cover, oini/ Oho/es in cover R. — WEIGHTS Type A Cover(Casf Iron) -. -_ Type 8 Cover(Cas/ Iron) -_ Frame (Cost Iron)_ _ _ _ - Flange (cast Iron)_-_ Ring for Cover (Cast Iron)_ -.4 _ 223 _ 2E6 _242 - 98 _ 69 Pounds Pounds Pounds. Pounds Pounds. Top of precos/ concrete fop see/ion. -Seal /br manhole"cover 3" e=ot" 1 "L M,•7 THROUGH THROUGH RING FOR MANHOLE COVER (NON - TELESCOPIC TYPE) (CAST IRON) * Pipe sires ore calculated on off- center barrel section. Fe/d knockouts rv.// usua//y be re?erred pipe d/omel`er's shown, FCD +".r jl+Ec N ) n1. Pk. ID 4.111.1M11SHEET NO M -550d (1) /5/ NOTES DIMENSION A SHALL BE THE DIFFERENCE BETWEEN THE MANHOLE TOP ELEVATION AS SHOWN ON THE PLANS AND THE FLAT SLAB TOP ELEVATION WHEN SHOWN ON THE PLANS. WHEN NO FLAT SLAB TOP ELEVATION IS SHOWN ON THE PLANS A MINIMUM HEIGHT OF 4" SHALL BE PROVIDED. DIMENSION B SHALL BE THE DIFFERENCE BETWEEN THE MANHOLE TOP ELEVATION AS SHOWN ON THE PLANS AND THE FLAT SLAB TOP ELEVATION WHEN SHOWN ON THE PLANS. THE MINIMUM HEIGHT FOR DIMENSION B SHALL BE 1'-2" IN WHICH THE CAST IRON FLANGE OF THE TELESCOPIC TYPE MAY BE SET IN A FRESH BED OF MORTAR PLACED ON THE FLAT SLAB COVER. WHEN DIMENSION B IS GREATER THAN 2'-O", ONE OR MORE PRECAST CONCRETE RISER SECTIONS SHALL BE PROVIDED. WHEN DIMENSION B IS BETWEEN 1'-2" AND 2'-O" A RISER SECTION OF BRICK AND MORTAR MAY BE USED IN PLACE OF A PRECAST CONCRETE RISER SECTION. WHEN NO FLAT SLAB TOP ELEVATION IS SHOWN ON THE PLANS THE CONTRACTOR MAY PROVIDE A 10" RRECAST CONCRETE RISER OR BUILD UP A 10" RISER OF BRICK AND MORTAR. BRICK RISER SHALL BE TWO RINGS OF BRICK LAYED IN CEMENT MORTAR AND PLASTERED ON BOTH SIDES TO A THICKNESS OF NOT LESS THAN 1/2". DIMENSION C SHALL BE THE DIFFERENCE BETWEEN THE FLOW LINE ELEVATION SHOWN ON THE PLANS AND THE FLAT SLAB TOP ELEVATION WHEN SHOWN ON THE PLANS. ONE OR MORE PRECAST CONCRETE BARREL SECTIONS MAY BE PROVIDED TO OBTAIN THE REQUIRED HEIGHT. THE CONTRACTOR MAY PROVIDE ANY COMBINATION OF STANDARD LENGTH PRECAST CONCRETE SECTIONS, THAT WILL EQUAL OR EXCEED THE DIMENSION C. IF ADDITIONAL LENGTH IS PROVIDED THE LEVEL BLOCKS SHALL BE SET AT THE PROPER ELEVATION BELOW THE FLOW LINE SO THAT THE FLAT SLAB TOP ELEVATION SHOWN ON THE PLANS SHALL BE OBTAINED. ALL ADDITIONAL MATERIAL OR WORK REQUIRED SHALL BE AT THE CONTRACTOR'S EXPENSE. DIMENSION H SHALL BE THE DIFFERENCE BETWEEN THE FLOW LINE ELEVATION SHOWN ON THE PLANS AND THE MANHOLE TOP ELEVATION SHOWN ON THE PLANS. NEITHER DIMENSION A NOR DIMENSION B SHALL EXCEED 4'-0". THE CONTRACTOR MAY LOWER THE LEVEL BLOCKS AS EXPLAINED ABOVE TO OBTAIN THE REQUIRED DIMENSION H. ALL ADDITIONAL MATERIAL OR WORK REQUIRED SHALL BE AT THE CONTRACTOR'S EXPENSE. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEMS FOR WHICH PAYMENT IS MADE. ALL CAST IN PLACE CONCRETE SHALL BE CLASS "474-S", "47B" OR 47C -S". BARREL DIAMETERS SHOWN ON THE PLAN ARE THE MINIMUM'DIAMETER THAT MAY BE USED AT EACH LOCATION. THESE DIAMETERS ARE BASED ON OFF -CENTER BARREL SECTIONS WHICH WILL USUALLY REQUIRE FIELD KNOCKOUTS FOR SEWER PIPE. THE CONTRACTOR MAY PROVIDE BARREL SECTIONS OF LARGER DIAMETER THAN SHOWN ON THE PLANS, WITH PRECAST KNOCKOUTS, NO ADDITIONAL PAYMENT SHALL BE MADE FOR BARREL SECTIONS OF LARGER DIAMETER THAN SHOWN ON THE PLANS, ANY ADDITIONAL COST SHALL BE SUBISIDARY TO THE ITEMS FOR WHICH THE CONTRACT PROVIDES THAT PAYMENT BE MADE. MAXIMUM DEPTH OF MANHOLE SHALL BE 30 FEET. EACH SECTION SHALL RE SET IN A FRESH BED OF MORTAR AND POINTED UP INSIDE AND OUT. THE RISERS, CONES AND FLAT TOPS SHALL CONFORM TO REQUIREMENTS OF A,S.T.M. DESIGNATION C-478, EXCEPT AS SHOWN, NEBRASKA DEPT. OF ROADS STANDARD MANHOLE (TELESCOPIC AND NON -TELESCOPIC TYPE) SPECIAL PLAN NO. 1 C , 0" ALTERNATE MAY 8E USED NO 4 REINFORCING BARS (FOR ALL SIZES OF PIPES) PL AN 4 8 TYPICAL CROSS - SECTION EQUIV. DIA. NOMINAL DIMENSIONS SPAN RISE A , B C D E R1 R2 T S i 18' 24 23" 30. /4" 6. - 0" 2. - 3" 3'- 9" 8,W 3- 0" 3" 6" 214 2.3 19- 24" 6-0- 6-0" 3-3 4. - e 2-9 1'- 6" 9" 4.-0 3" 7 2.3 2.9 - 30 36 42: 48 38" 45 53''-- 60 10" 11 5-0" 3" 9" 7 0 3 29 344- 8.- 0" 5- 0 3 - 0 6 - 0" - 3 I.- 0" 411. 2.7 , 2-11„ .38" 6- 0.. ,5.-- 0" 5 - 0. 3 - 0" . ,. 3 - 0 1.- 9" . Z-1. 7.-- 0 7- 6. 6- 6" i - 2. 54,- 2 .7 54' 68" 43" , 8 - 0. 1-4' Or 25 60 76 48" , 8'0 5. . - 0 . 3 - 0. . Z-6- 8-0" 6 1-6" 6.4' 2.5 ELEVATION REINFORCED CONCRETE ELLIPTICAL FLARED END SECTIONS ALTERNATE MAY BE USED NO 4 RE Rif-GPO/NG BARS (FOR ALL SIZES OF PIPES) 7 TYPICAL CROSS - SECTION EQUIV DIA , NOMINAL DIMENSIONS SPAN RISE A 5 C D E R1 R2 S T 8' t 22 /4- 23" 27 - 32 I I T CO.CO'CO'COICOIC0 Co 01'0, 4:•!0.J010.i0j0,0,0,0 1IL '1_ 2-3" 3-9" 4-0' - 3 - 0 3 - d 3 0 7 10 1/ Ne....4 . I 9 3-0 4 - 0 5 - 0 6 - 0 0 - 6 2 1 - 0 22 2c. 24 30 36 42 48' 54. 60 72 .29.. 36" _ 44 51 59 65 74 4 - 0 t 5 - 0 5 - d 5- 0 3. 3 6 1-2" 2 4 3" I - 3 1-8 2.3 31i" 24 4" 44" 6" r -10 24 36 45 7 0 6. - I/O 23 5 -- 5ic , 2-11„ 88 54 , 6-6" . 1- 10. 10-0 6 2-0 2.0 7 _44 ELEVATION REINFORCED CONCRETE ARCH FLARED END SECTIONS NO 4 REINFORCING BARS (FOR ALL sins OF PIPES) PAY LENGTH OF CULVERT PIPE A TYPICAL CROSS - SECTION CONCRETE FLARED END SECTIONS FOR CONCRETE PIPE CULVERTS ROAD 011V. NCI. 7 FED. AID PROJ. NO. SHEET NO. M-550aNs /52 PLAN ALTERNATE TYPE DIAM. OF I 7 7 -1 PIPE A1BC H:1 EiR1,R2LSIT 12 " 6' - OV,6 7 0 " 4 '7 OA" 4" ,„2. - OT- 04.1: 9" 1 /5" 6-1' .2' - 3"43.-10" 6" 12. - 67.r-OVa"1 11. 3 2* /8" 6-1 '' 2.- 3" '3' -10" 9" t3-0" 1-3V2" . 12 ! 3 2!/j' 24" 6.- li/2"3' - 7), S 2. -6" 6/114' - 0 :: 1 - 4%.., I. - 2 "4_ 3 ,__ 3" 30" 6' -144"t4' - 6" I ' -73,4 12" - 5' -0 tl'-617.2" ji - 3 "1 3 36" 8'-IN":5'- 3" 2'-1044 I. - 3" 6. -0" 2'-03'1i - 8 " 42" 8-2'" 5' - 3" .2.- II" : 1. - 9" 6' -6" 4_2.-3_14 " 1. -10" 3 4)z" 48" I .54" 8'-4" ,5' - 5"12'-" 4_2' - 3" 7-6" 294:2.- 0 " + 24 54" 60" NOMINAL DIMENSIONS 66" vfl' -3" 6" -9" ' 2'-6" 9' - 0" 3'-0Y6" 2.- 0" 2 62 72" 18'-3",;6'-6",I'-9" 2-6"1 9 -0" 3'-2'20". 2 7" GENERAL NOTES CONCRETE FOR FLARED END SECTIONS SHALL 8E IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF A. A. S. H. T.O. DESIGNATION M170, M206, AND M207, FOR CLASS II PIPE. REINFORCEMENT IN THE "C" SECTION SHALL BE IN ACCORDANCE WITH APPLICABLE REOUIREMENTS OF A.A.S.HTO. DESIGNATION MI70, M206, AND M207, FOR CLASS if PIPE. IN ADDITION TO THE REINFORCING BARS SHOWN, REINFORCEMENT IN THE "8" SECTION SHALL HAVE A CROSS- SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN TIE C" SECTION • SPECIAL PLAN 2C 3Yi 2`I MAX. HOLE F'• BARS TYP. 2Yi THIS BAR IS OMITTED A l5'•, 18"41 AND 24"• FLARED END SECTIONS Ys M GALINNIIED HEX. BOLT/ILEX. MIT DRILL I%2'/ HOLE 141 ETD SECTR)N 3J�e"t GENERAL, e 3x ifex0'-3" 2‘.$ SEE DETAIL B %2"• U -BOLT 7YP SEiCI'iDn AL L STEEL MATERIAL SHALL CONFORM TO TILE REOUREMENTS:; A. S. 7 M. A575 GRADE 1020 STEEL. ALL BOLTS, NITS, AND PLATE WASHERS.SMIALL BE IN ACCORDANCE WITH A. S. T. M A63 THREE SEPARATE COATS OF PAINTS SHAD" BE STEEL MATERIAL. NOT GALVANIZED .THE FST ` TNC0 RED LEAD POINT AND TIE THIRD CfST SHALL BE GREEN ALL PAINTING MAY BE DOPE IN TIC SHOP VERIFY D/MENSEWS OF CONCRETE PLA ►ENO TO FABRICATING BAR GRATE. THE BAR GRATE MAY BE SHOP ASSEAit'D`M*TH nix, END SECTION. CONCRETE PIPE END SECTION ASSEMBLY PLAN OF BAR GRATE ASSEMBLY ELEVATION OF BAR GRATE SCALE: Vii" • l' - O• SCALE: 3/"• 1'-0" BAR GRATE DATA 1%i• BAR 'Ye" GALVANIZED e 1/2"1 U -BOLT, HEX NUTS, t WASHER, GALVANIZED "F"/ GRATE BAR DETAIL- B SCALE: V2"'0'-1" ". 2" 3/" 1/2"• U - BOLT, HEX NUTS If WASHERS, GALVANIZED 3/8" GALVANIZED e 5/8"• O. H. U -BOLT AND PLATE DETAIL SCALE: 1/2"" 0'- 1" NOMINAL QIMENSIONS CONCRETE PIPE FLARED END SECTION.- 14". PIPE SIZE A B C D f E F, E F( /5" 5" 4 2' - O" 6" 2-6" e/" 0 sib"I 18" 8" 5 2 - 6" 6" -- 'I 'i 1 5 • 5 " / 24" 8%" 7 3 - 6" 9" — W / 4 -7" 3';44"/ 30" 11" 9 4'- 6" I.- 0" ' I - 6 I" 0 '- 5'- *' 0 6.-10 1.- I- 2" I I 5'- 6" 1.-e f - 6' _ " 1 f - 42" O - 9 12 6' - 0-` l- 0" I - 6` i , a _,,�r t 48" O-9" 12 6-6" l' - O" I'-6' 1` 0 - r- REINFORCED CONCRETE HORIZONTAL ELLIPTICAL FLARED ENfw. EOUIVALENT PIPE SIZE EQUIVALENT PIPE SIZE A 8 C 0 E F( H. K 18" 5" 5 2-6" 6" sib"I aA"0 3-7" %-O" 24" 5Yi" 7 3.- 6" 9" 5 • 5 " / 4.-7" ' ' I -1"" 30 61/2" 9 4-6" 1'-0" I'-6" 3';44"/ 5'-7' ' I,-4" 36 8%" 11 5'- 6" I.- 0" I' - 6" *' 0 6.-10 I - 4" 42" 1'-0'" 12 6-0- I'-0" I.-6- 1" • 7"-?. , %-i, 48 1.- 6' 12 6 - 6" l - 0" 1'- 6" I" I B»CI•>'~ r'- '.' REINFORCED CONCRETE ARCH FLARED END SECTION EOUIVALENT PIPE SIZE A B C D E F H K IB' .5" 5 2-6" 6" — ' sib"I 3 -7" 1.'-0" 24" 5h" 7 3.- 6" 9" 7---- 5 • 4- 7" 1.- 8" 30 61 9 4.-6" I-0" „l-6 "I 5-9" I'-8" 36 Bib" 11 5-6" l'-0" 1'- 6" /" I 6-11" 2-O• 42" I- OX" 12 6-O 1.-0" 1.- 6" I" • 7'-4` 2'-2 48" l-6" l2 6-6 I -O I -6 1" 0 8-0" 2-2 SPECIAL P1 e//er Fre 'torr F423� 475'. See ears 525' 6 :4xie Couo.l /-Mec^at / �inr rvcrci''rg el/bow Mechenica/ Nl15 Gare r/a/ve Nater Main ' 9" /O" I /2" A 8" ' 9' ! //" 1 /2" ' a za' j 2L7" 12a' X111:1\l Iid f Ground Lire ,4111e, L = C r \---Mechenrca/ Joint Tr • Hydrgnrs 74:) ^E :;C�OGed Nirh fiw -Z4' Nezz/es and cne - 4 %z" Nozze. �. ITT.,r--"tel C -ate / /ue e pox NOTES A Hydrarr xared ar ar- /ntersecrar is Ser an tie 5.z; "ens.Cn or rna ?icp2-7'3/ Linc. Z HySrarr-s Cccared ar in /nlersecricn ere CCcar'ed er -re '74: cr .?T or c Jt/'2rW/Se _i ::,yn Cr �5. 57es 777 REVISED /; -ie-77 • CONSTRUCTION STANCAnDS5F-77 INC3 FERE nYCRA,V` Property Leine NewPavement- Corporation 51 -op Installed By City With Flared Connec Poon +' L --Copper Tubing Tpe "k" Continuous /0" Water Main Curb Box Extension Type Minneeipo/,s Pattern Base /Curb Slop Mueller H-/5/51 M inneapo/ s Pa#ern L) Support With Brick Or ConcrePe 8/ocx DATE: 8-22-80 REVISED: CONSTRUCTION STANDARDS WATER SERVICE LINES SHEET W-5 Mueller Fie Wydrrrr'"=�Z?- 6.75' ;47r'-'5 I (4),aroz Layioy Le:bths) � X I /03/4' //Ai" I /3 Ay" J /4-a' I Hydrants ;c he Equipped H/rh r;ro - 2/4"Noz:Jes ere. are- Q%s' itazzie NOTES 1 A'/dian:'s 7.'G be Eeu!?ced rrTr7 rvo l'10=GS and cn_-47' �zz1e. Hyd,- ,i s Loc- ed cr P7 ar rte CurlJ" GllttG" Rados Ur'fess cr.^er-.vise Sccwn 041.E: 1l -f!-77 LRevfSco: Fire ,L/ydr r7 Se ting Stice- V/2 SIZE OF THRUST FACE FOR 150 P51 PIPE IN 4C00 dLCAO 9c�PNG SCIL Pio. Size 1 A I S (each) STATEFwo,rLI EEG MID SHEET 4' ". I':1' NG NG / 6' NEB" M-5508 L ) ) /59 SIZE OF THRUST FACE FOR 150 P51 PIPE IN 4C00 dLCAO 9c�PNG SCIL Pio. Size 1 A I S (each) 1 C 10 leach) 1 E F I 4' I': 1' 1 I':1' 1 I':1' I I':1' 1 l': I' I':1' I 6' 1': 1' I 1':1' II' -5":1'-5'1 I': 1' II' -6":I'-5"1 I': I' I 6' 11'-5": 1'-e'I I': 1' ! 2': 2' 1 I'-3': I' -3'I 2':2' I'-6': !'-6" IO' I 2':2' 1!"3': l'"3-12'-6':2'-'5'! -6': I'-6"IZ'-5': 2'-5" 2': 2' 12' I2'-5": 2'-611'-6': I'-6" 3': 3' i 2': 2' I 3' :3' 2"-6": 22'-5"1 14' I 3':3' 1 2': 2' 13'-3': 3'-31 2': 2' I 3', 3' 1 5' '6' I 3' I 2' 2' 13'-5' 3'-9' 2'-3": 2I-3.1:...,-9": 3'� .3.': 3 I Cote: June iS54 In soft cloy or sand increcse by 504; Revised: CONSTRUCTION STANDARDS _.-RUST BLOCKS r 7TINGS 4C JOINT SEALING FILLER (HOT POURED TYPE) PREFORMED EXPANSION JOINT FILLER 1" PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED THRU THE CURB AT INTERVALS OF NOT MORE THAN 100'. CONCRETE BARRIER CURB QUANTITY PER STA. CONCRETE 4.548 CU. YDS. AREA 1.228 S0. FT. )INT SEALING FILLER 'HOT POURED TYPE) .1" PREFORMED EXPANSION JOINT FILLER EXPANSION JOINT THRU CURB `9= \ -.12"--- DETAIL FOR CUTTING EXPANSION JOINT FILLER JOINT SEALING FILLER \} (HOT POURED TYPE). .1 9" I" PREFORMED EXPANSION JOINT FILLER CONCRETE MEDIAN CURB QUANTITY PER STA. r %4 (2"MIN.) CONCRETE 4.370 CU. YDS. AREA 1.180 S0. FT. 1-4"MIN. �8MIN. SAW CUT 3/ x JOINT FILLER RESERVOIR CONTRACTION JOINT THRU CURB & COMBINATION CURB AND GUTTER INTEGRAL CONCRETE CURB QUANTITY PER STA. CONCRETE 0.948 CU. YDS. AREA 0.256 S0. FT. R X A 5 3.32 0.49 6 3.61 0.57 7 3.87 0.64 8 4.12 0.70 9 4. 36 0.79 10 4.58 0.84 11 4.80 0.85 /2 5.00 0.98 13 5.20 1.07 14 5.39 1.14 15 5.57 1.22 16 5.75 1.27 17 5.92 1. 29 18 6.08 1.31 /9 6.25 1. 33 20 6.40 I. 40 BACK OF CURB EXCLUDE AREA A WHEN COMPUTING S0. YDS. OF CONCRETE DRIVEWAY BACK OF CURB. 1" PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED THRU THE CURB AT INTERVALS OF NOT MORE THAN 100'. JOINT SEALING FILLER (HO POURED TYPE) 1" PREFORMED EXPANSION JOINT FILLER CONCRETE CURB TYPE I QUANTITY PER STA. CONCRETE AREA THIS AREA TO BE ROUGHENED AND CURED BY A METHOD OTHER THAN A MEMBRANE CURING COMPOUND PRIOR TO PLACEMENT OF CURB. 5.216 CU. YDS. 1.408 S0. FT. I•-0" CONCRETE PAVEMENT N" 5x8" DOWEL BARS' AT 5'-0"CENTERS AS SHOWN ON PLANS PLAN TOP OF CURB GUTTER LINE ELEVATION DETAILS OF CONCRETE DRIVEWAY 3" N°4 LONGITUDINAL BAR INTEGRAL CONCRETE CURB (ALTERNATE TYPE ) .3/4"BOARD. TO BE LEFT IN PLACE CONCRETE HEADER QUANTITY PER LIN. FT. CONCRETE 0.025 CU. YDS. INTEGRAL CONCRETE BARRIER CURB TO BE USED AT GUARD RAIL INSTALLATIONS OR WHERE SHOWN ON THE PLANS. JOINT SEALING FILLER (H07 POURED T PE) I" PREFORMED EXPANSION JOINT FILLER SECTION A -A ••JOINT SEALING FILLER (HOT POURED TYPE) I" PREFORMED EXPANSION JOINT FILLER SECTION B - B DETAIL OF RURAL DRIVEWAY INTEGRAL CURB BARRIER CURB DETAIL OF CURB DROPS INTEGRAL CONCRETE CURB (BARRIER TYPE) QUANTITY PER STA. CONCRETE AREA 1.307 CU. YDS. 0.353 S0. FT. R2 JAN. 80 MULTIPLE REVISIONS R/ JAN 75 CONTRACTION JOINT THRU CURB REV. No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 301 PAVEMENT DETAILS APPROVED' JANUARY 31, 1974 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 2 %R • �,R/. VARIABLE CROSSWALK SLOPE TOWARDS STREET 0.022FT. 4" VARIABLE SIDEWALK THIS SLOPE NAY BE VARIED TO CONFORM WITH MUNICIPAL REGULATIONS. VARIABLE N°5x 18" TIE BARS AT 48°CENTERS TO BE DRILLED AND GROUTED INTO •EXISTING SLAB. ASPHALT/C CONCRETE DRIVEWAY ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED IN ALL SIDEWALK OR CROSSWALK AT INTERVALS OF NOT MORE THAN 50'-0" AND AT ALL POINTS WHERE SIDEWALKS OR CROSSWALKS BUTT AGAINST CURB. IF SIDE- WALK OR CROSSWALK TO BE CONSTRUCTED IS LESS THAN 5e-0" IN LENGTH ONE SUCH EXPANSION JOINT SHALL BE PLACED AS DIRECTED BY THE ENGINEER. I' -O" VAR/ABLE CONCRETE BASE COURSE W/ INTEGRAL CURB NOTE "T" • PAVEMENT THICKNESS N• 5 x I8" TIE BARS AT 48" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. 1'- 0" dry , y 2" \4•• EXISTING , SLAB v VARIABLE CONCRETE PAVEMENT WIDENING W/ INTEGRAL CURB VARIABLE JOINT SEALING FILLER (HOT POURED TYPE). —SLOPE 0.02% FT. SLOPE 0.02 '/ FT.— `-1"PREFORMED EXPANSION JOINT FILLER L DETAILS OF CONCRETE MEDIAN SURFACING ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED THRU MEDIAN SURFACING AT INTERVALS OF NOT MORE THAN 49'-0". LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE /N ALL MEDIANS WHEN SURFACING WIDTH IS /8. OR GREATER. TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN le TRANSVERSE AND LONGITUDINAL 40INT SMALL NOT BE FILLED. ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERSECTION RETURNS AND WHERE SHOWN ON THE PLANS. TRANSVERSE JOINTS SHALL BE PROVIDED EVERY 8 FEET OR WHERE SHOWN ON THE PLANS. CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED 70 MATCH LOCATIONS OF EXISTING JOINTS. DETAIL FOR CUTTING EXPANSION JOINT FILLER COMBINATION CONCRETE CURB GUTTER l"PREFORMED EXPANSION• JOINT FILLER 1' MIN. LENGTH AS SHOWN ON PLANS PLAN TOP OF SLAB. CONCRETE ISLAND NOSE CONCRETE PAVEMENT SECTION D -D DETAILS OF CONCRETE ISLAND NOSE I" PREFORMED EXPANSION - JOINT FILLER PLAN 11'-6" 4' MIN. 4“MEDIAN SURFACING• I EXISTING CONCRETE PAVEMENT IS TO BE REMOVED IN AREA COVERED BY CONCRETE ISLAND NOSE. l” PREFORMED EXPANSION JOINT FILLER NOTE.' "T". PAVEMENT THICKNESS SECTION G - G DETAIL AT END OF MEDIAN ISLAND SECTION E - E SECTION F- F R2 JAN. BO MULTIPLE REVISIONS R/ JAN. 75 CONTRACTION JOINT THRU CURB REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 301 PAVEMENT DETAILS APPROVED : JANUARY 31, 1974 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN z Y 3• 2 TYPE I STOP BAR - -1 CROSSWALK TYPE HI CROSSWALK CROS WALK STOP BA WHERE W IS 9'- O" OR LESS, R =W WHERE W IS GREATER THAN 9.-01 R=4'-0" TYPE II STOPBr CROSSWALK I r\ TYPE DZ RAMP WING SLOPE. 6 SFT. r. u4 4' MIN. TINED SURFACE ----MAX. SLOPE 3/4"/FT. SIDEWALK SECTION A -A TYPICAL RAMP CROSS SECTION TOP OF WALK IN AREA OF RAMP (1/4'%FT MAX. SLOPE)— TOP OF CURB I" LIP CURB LSLOPE= I%FT)— O 6' MIN. RAMP FLARE 4' MIN. (MANEUVERING LENGTH FOR TYPES I, II & III) * TYP MAX. SLOPE I%FT JOINT SEALING FILLER (HOT POURED TYPE) I" PREFORMED EXPANSION JOINT FILLER AE DO NOT OBSTRUCT FLOW LINE OF GUTTER SECTION B•B TYPICAL RAMP PROFILE 4' LIP CURB FLOW LINE OF GUTTER INDICATES I" EXPANSION JOINT SLOPE = 1"/FT MEDIAN CROSSING GUTTER LINE--- ♦ B OBSTRUCTION W RAMP FLARE Yv' A MAX. SLOPE 3/4" /FT TYPICAL CURB RAMP DETAIL NOTES THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE CURB RAMP. THE SURFACE OF THE CURB RAMP SHALL BE TINED TRANSVERSELY TO THE SLOPE OF THE CURB RAMP. THE TINES SHALL PRODUCE GROOVES APPROXIMATELY 143 INCH WIDE AND 3/16 INCH DEEP ON 12 INCH CENTERS. THE FLARES AND WINGS SHALL BE BROOMED. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. THE RAMP FLARES SHALL BE CONSTRUCTED WITH A 3/4"/FT SLOPE AT RIGHT ANGLES TO THE SLOPE OF THE CURB RAMP (TYPE II, III & IV). THE SLOPE OF SIDEWALKS APPROACHING CURB RAMPS (OR THEIR FLARES) SHALL BE FLAT ENOUGH TO PROVIDE RECOVERY AREAS FOR WHEELCHAIRS ENTERING OR EXITING THE RAMPS. A MINIMUM CLEARANCE OF 5 12 FEET SHALL BE PROVIDED BETWEEN AN OBSTRUCTION AND THE TOP END OF THE TYPE I OR Il CURB RAMP. THE WORK OF CONSTRUCTING THESE RAMPS SHALL BE MEASURED AND PAID FOR ASA PART OF THE WORK FOR "CONCRETE SIDEWALKS" OR "CONCRETE MEDIAN SURFACING." THE WORK OF MODIFICATION OF NEW OR EXISTING CURB WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK FOR WHICH DIRECT PAYMENT IS MADE. CROSSWALK MARKING AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF UN/FORM TRAFFIC CONTROL DEVICES (MUTCD). REV. N" DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 303 APPROVED: CURB RAMPS JULY 1. 1980 DATE .452' Ti7�CL�s�s.�f-mac AY DESIGN ENGINEER SCALE AS SHOWN ••• INTEGRAL CURB VAR. 0.02'/ FT. 46'-0"TO 52-0" CONCRETE PAVEMENT /2'-0" •••LONGITUDINAL J0/NT •LONGITUDINAL JOINT '• 0.02./ FT. VAR INTEGRAL CURB••. 26.-0" CONCRETE PAVEMENT INTEGRAL CURB •• FOUNDATION COURSE (IF CAL) ED FOR IN THE PLANS) MEDIAN, VARIABLE le-O"NORMAL LONGITUDINAL JOINT. FT. INTEGRAL CURB". 26'-0" CONCRETE PAVEMENT FOUNDATION COURSE (IF CALLED FOR IN THE PLANS) %8" MIN. f-- JOINT SEALING FILLER J. 1. MIN.).:..-: II .°. /5" •N°5x2'-6" TIE BARS C66 48" CTRS. • TIE EAR PINS ••• SAWED WHEN TWO ADJACENT LANES APE PLACED AT THE SAME TIME, THE LONGITUDINAL JOINT COMMON TO THE TWO LANES SHALL BE SAWED. %8 MIN. •"JOINT SEALING FILLER 5" -N° 5 x 2'-6" TIE BARS / 48" CTRS. TIE BAR PINS No 5 HOOK AND W -BARS MAY BE USED IN LIEU OF THE TIE BARS AND TIE BAR PINS SHOWN. KEY TYPE KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL CONSTRUCTION JOINTS WHEN THE ADJACENT LANE IS NOT PLACED AT THE SAME TIME. LONGITUDINAL JOINTS .••INTEGRAL CURB '-o" 002/FT •LONGITUDINAL a0/NT INTEGRAL CURB •• 3-0 TYPICAL CROSS SECTIONS 3/8„ JOINT SEALING FILL�R T/4 (2 MIN. %8 "MIN CONTRACTION JOINTS SHALL BE SAWED AND SHALL BE PLACED AT RANDOM JOINT SPACING INTERVALS OF l2 l3 l9 /8' PERPENDICULAR TO THE LONGITUDINAL JOINT. CONTRACTION JOINT FOUNDATION COURSE (IF CALLED FOR IN THE PLANS) N04 SPACER BARS WELDED 9"MAX. CLEARANCE FROM EDGE OF SLAB DIRECTION OF PLACEMENT 3/8„ J0/NT SEALING FILER MINIMUM OF 5 CHAIRS PLACED AT UNIFORM INTERVALS SHALL BE USED FOR EACH /3' LANE. l "Ix 18" DOWEL 8AR T'= 6'TO 8" 11/4"0 x 18" DOWEL BART OVER 8" GREASE THIS .910EE-0NLY DOWEL BARS SHALL BE SPACED AT./' -0" CTRS. EXCEPT THAT THE DOWEL BAR AT THE OUTSIDE END OF ASSEMBLY SHALL BE PLACED A.MINIMUM OF 9/2 FROM THE .EDGE OF THE SLAB CONSTRUCTION JOINT REV. No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 331 6 to 10 INCH CONCRETE PAVEMENT W/ CURB APPROVED • MARCH 19, 1975 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 2 •N°4 SPACER BARS 46 313 I'-0" 3" 3 13 -0" ASSEMBLY PLAN GRADE ELEV. 0.02 '/ FT. MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS DOWEL BARS -I"TEMPORARY FILLER .• MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS 0 0 0 0�0 0 0 0 0 0 12.-11" PREFORMED EXPANSION JOINT FILLER GRADE ELEV. ti NI T' 11 GAGE SHEET METAL -• METAL HOLDER JOINT SEALING FILLER •. DIRECTION OF PLACEMENT .1" x 18"DCWEL BAR T. 6" TO 8" •' 1'•x18"DOWEL BAR T=OVER 8" N°4 SPACER BAR WELDEL /2 GAGE CHAIR SECTION •N° 4 SPACER BAR WIRED GREASE DOWEL BAH ON EXPANSION TUBE SIDE ONLY. I PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS AND 3 EXPANSION JOINTS SPACED AT 45'-0" INTERVALS SHALL BE INSTALLED IN EACH SECTION OF PAVEMENT ADJACENT TO RAILROAD TRACKS. EXPANSION JOINT •METAL HOLDER METAL CAP METAL HOLDER IN PLACE IX6"T= 6" TO 8" 15/6 T=OVER 8 END CUT AND BENT., /" STOP LUGS L4 EXPANSION TUBE %a" 16 GAGE METAL • • SPOT WELD, SPOT WELD' 12 GAGE METAL PLATE 6' 6" SQUARE 12 GAGE METAL TIE BAR PIN NOTES THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU OF THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE ENGINEER. DOWEL BARS SHALL BE A MINIMUM OF 1734 IN LENGTH. TIE BARS SHALL BE DEFORMED BARS AND ALL OTHER BARS SHALL BE SMOOTH. CHAIR FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE /3 FT. LANES SHOWN, MAINTAIN THE SPACING OF THE 18" DOWEL BARS AT / FT. INTERVALS. THE ENDS OF THE N°4 SPACER BARS SHALL NOT BE MORE THAN 3 INCHES FROM THE EDGE OF THE PAVEMENT OR LONGITUDINAL JOINT. THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE LONGITUDINAL TIE BARS IN LIEU OF THE TIE BAR PINS. IF A MECHANICAL TIE BAR PLACEMENT MACHINE IS NOT USED, TIE BAR PINS AS SHOWN V/ILL BE USED. TIE, DOWEL AND SPACER BARS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCTION JOINTS SHALL BE EDGED WITH / R. AT TIME OF CONCRETE PLACEMENT. W 0 ti REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 331 6 +0 10 INCH CONCRETE PAVEMENT W/ CURB APPROVED' MARCH 19. 1975 DATE ROADWAY ENGINEER SCALE AS SHOWN \PA F PE GAGE DIMENSIONS L 6" TOL. W 2"TOL. A MIN. BCY MAX. MIN. +4J,4" APPROX. SLOPE '2" 16 7278" 24" 4 V 6" 6" 51 %" 2 % '5" /6 73" 30" 6" 8" 6" 47" 2 1/2 '8" 16 73" 36" 7" 10" 6" 42" 2 1/2 'I" 16 73" 42" 8/" 12" 6" 37" 2%2 '4" 16 731/2" 48" 9" /3" 6" 321/2" 2% 10" 14 73%4" 60" II" 16" 6" 22Y4" 2% 16" 14 973/4" 72" 14" 19" 6" 373" 2%2 12" /2 98" 84" 16" 22" 6" 29" 2 1/2 18" /2 98" 90" 18" 27" 6" 20" 2 14" 12 /00" 102" 18" 30" 6" /6" 2 '0" 12 99" /14" 18" 33" 6" I2" 13/ ;6" /2 99" 120" 18" 36" 6" 12" / 1/2 '2" 12 99" 126" 18" 39" 6" 12" 1 1/3 NOTE FOR 60" THRU 72" SIZES, REINFORCED EDGES TO BE SUPPLEMENTED WITH GALVANIZE STIFFER ANGLES. THE ANGLES WILL BE 2"82"x1/4" FOR 60" THRU 72" DIAMETER. THE ANGLES TO BE ATTACHED BY 3/e"0 GALVANIZED BOLTS AND NUTS. PAY LENGTH OF CULVERT PIPE TYPICAL CROSS - SECTION GALVANIZED METAL PL AN HOLES ON 12" CENTERS - MAX. ELEVATION _TAL FLARED END SECTIONS FOR CORRUGATED METAL PIPE CULVERTS 1/2"0 REINFORCING BARS (FOR ALL SIZES OF PIPES) PAY LENGTH OF CULVERT P/PE A C PIPE -ARCH DIMENSIONS GAGE DIMENSIONS LW /WrOL. M/N. A M/N. BC MAX. M/N. APPROX. SLOPE_ SPAN RISE 18" II" 16 19" 30" 41" 9" 6" 2 1/2 22" l3" l6 23" 36" 5/" /0" 6" 2%2 25" 16" l6 28" 42" 61/4" //%" 6" 2%2 29" 18" l6 311/2" 48" 7" 14" 6" 2% 36" 22" /4 381/2" 60" 8Y4" /6" 6" 2% 43" 27" l4 46" 75" /0/4" I7%" 6" 2 1/2 50" 31" l2 53" 85" 1214" 20" 6" 2 % 58" 36" /2 63" 90" /4" 27" 6" 2% 65" 40" l 2 70" 102" 15V 30" 6" 2 1,4 72" 44" 12 77" 114" 17 %" 33" 6" 2 PAY LENGTH OF CULVERT PIPE TYPICAL CROSS - SECTION GALVANIZED METAL REINFORCED EDGE CONNECTOR IL UG PLAN SHOWN FOR ARMCO TYPE NO. 1 AND EATON METAL THREADED ROD ELEVATION METAL FLARED END SECTIONS FOR CORRUGATED METAL PIPE -ARCH CULVERTS DIAM. OF PIPE DIMENSIONS A BC D E R1 R2 S T 12" 6'-078"2'- 0" 4'-0%• 4" 2'-0" 01/2" 9" 3 2" /5" 6'-I" 2'-3" 3"-10" -6" 2'-6"I'-0%" ll" 3 24" 18 "" 6'-I '" 2'-3" 3"-10" 9" 3"-0" I'-31/2 12 3 2%." 24" 6'-1%2" 3'-7 '2'-6" 91/2" 4'-0" I''-4116 /'-2" 3 3" 30" 6'-//4" 4'-6" I'-73/4" 12" 5'-0" l'-61/2" l'-3" 3 31/2" 36" 8'-l%"5'-3" 2'-103'4"l'-3"6'-0" 2'-0%s I'-8" 3 4" 42" 8'-2" 5'- 3" 2' -ll " /' - 9" 6'-6" 2'-31/2" l'-10" 3 41/2" 48" 8"-2" 6'-0" 2'-2" 2"-0"7'-0" 2L41/2" 1'-10" 3 5" 54" 8'-4" 5'-5" 2'-I/" 2'-3" 7'-6" 2''-9Y8 2'-0" 2.4 51/2" 60" 8'-3" 5'- 0" 3'-3" 2'-6"8'-0" 3'-0'%2'-0" 2 6" 66" 8'-3" 6'- 6" I'-9" 2'- 0" 9'-0" 3'-0%" 2‘- 0" 2 61/2" 72" 8'-3" 6'-6" /'-9" 2'-0" 9'-0" 321962' 0" 2 7 ELEVATION TYPICAL CROSS - SECTION CONCRETE FLARED END SECTIONS FOR CONCRETE PIPE CULVERTS GENERAL NOTES CONCRETE FOR FLARED END SECTIONS SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF A.A. S.H.0. DESIGNATION M/70, FOR CLASS If PIPE. REINFORCEMENT IN THE "C" SECTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF A. A. S. H.O. DESIGNATION M/70, FOR CLASS II PIPE. IN ADDITION TO THE REINFORCING BARS SHOWN, REINFORCEMENT IN SECTION SHALL HAVE A CROSS-SECTIONAL AREA EQUAL TO THAT OF ONE LAYER IN THE "C" SECTION. THE OF STEEL CONNECTOR SECTIONS AND CORNER PLATES FOR CORRUGATED METAL PIPE AND PIPE - ARCH FLARED END SECTIONS SHALL BE OF THE SAME GAGE AS SKIRTS AND EACH SHALL BE GALVANIZED. PIPE a a op 2 Ct ROD HOLDER SHOWN FOR ARMCO TYPE NO. 2 CONNECTOR SECTION RIVETED OR BOLTED SKIRT SECTION FOR CORRUGATED METAL PIPE DIAMETERS OF /2" TO 24" INCLUSIVE SHALL BE MADE IN ONE PIECE. SKIRT SECTION FOR CORRUGATED METAL PIPE -ARCHES WITH R/SE OF ll" TO 22" INCLUSIVE SHALL BE MADE IN ONE PIECE. SKIRT SECTION FOR CORRUGATED METAL PIPE DIAMETERS OF 30" TO 54" INCLUSIVE AND CORRUGATED METAL PIPE ARCHES WITH RISE OF 27" TO 40" INCLUSIVE MAY BE MADE FROM TWO SHEETS JOINED BY RIVETING OR BOLTING ON CENTERLINE. SKIRT SECTION OF CORRUGATED METAL PIPE DIAMETER OF 60" OR LARGER AND CORRUGATED METAL PIPE - ARCHES WITH RISE OF 44" SHALL BE MADE FROM THREE SHEETS JOINED BY RIVETING OR BOLTING AT EQUAL DISTANCES FROM CENTERLINE. THE CENTER PANEL SHALL BE FURNISHED IN 10 GAGE MATERIAL AND THE WIDTH OF THE CENTER PANEL SHALL BE 20% GREATER THAN THE PIPE PERIPHERY. TYPICAL CONNECTIONS SHOWN MAY BE USED FOR HELICAL CORRUGATED METAL PIPE. a Z�0_ 0 x �Q� 11111‘A'2 SHOWN FOR ARMCO TYPE NO. 3 TYPICAL CONNECTIONS REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N°- 410 FLARED END SECTIONS FOR PIPE CULVERTS APPROVED FEBRUARY 22, 1974 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 1 --T PIPE / TYP C. M. P '7/8". RIVET 1" 2" ti %s" C— c `e 3x5X6x0'-3" 3Y2" * DIMENSION OF e BEFORE BENDING "F"O BARS—� K� G TYP V 0111 NMI 1 Nom BAR 3x 3/6x0'-9" SEE DETAIL -B IO BAR B EQUAL SPACES = C ASSEMBLY PLAN FOR BAR GRATE SCALE: 3/4" = I.-0" "F"0 BARS NO RIVET DRILL !j "0 HOLE IN CULVERT PIPE e 3x3/46x0' 3" /"e BAR 3x%6x0'-9" THIS BAR IS OMITTED AT l5"0, /8"0 AND 24"0 FLARED END SECTIONS "F"0 BARS 0 Ir.. COTTER PIN I7 C. M. P • °I SEE DETAIL - A DETAIL - A NOT TO SCALE NOTE: 2 BARS 3x716x0'-9" REQUIRED PER ASSEMBLY. MAKE ONE RIGHT AS SHOWN AND ONE LEFT, OPPOSITE AS SHOWN. BAR 3x 316. 0' - 9" Y2"• U -BOLT ASSEMBLY ELEVATION OF BAR GRATE SCALE: Ys.. = 1'-0" BAR GRATE FOR METAL FLARED END SECTION CONCRETE PIPE END SECTION ASSEMBLY PLAN OF BAR GRATE SCALE. /" = 1' - 0" 2'0 MAX. HOLE SEE DETAIL - B 1 12"0 BAR m THIS BAR IS OMITTED AT l5"0, l8"0 AND 24"0 FLARED END SECTIONS 7/8"0 RIVET DRILL /V"0 HOLE /s"e 1Y2"0 BAR 3/s GALVANIZED e Y2"0 U -BOLT, HEX NUTS, B WASHER, GALVANIZED Vs"0 OR 3/"0 GRATE BAR O e 33 %6x0'-3" " COTTER PIN CONCRETE PIPE END SECTION SEE DETAIL - B I%2'O BAR /2"0 U- BOLT ASSEMBLY ELEVATION OF BAR GRATE SCALE: 3/4"= l'- 0" BAR GRATE FOR CONCRETE PIPE END SECTION BAR GRATE DATA A B C D E F G H K l5"0 PIPE 5" 4 2'-0" 6" 5/s"O 6" 2' -ll" l'-4" 18"0 PIPE 8" 5 2'-6" 6" 5/s"0 8" 3'-6" 1'-4" 24"0 PIPE 13" 7 3'-6" 9" /"0 8" 4' 7" 1'- 8" 30"0 PIPE ll" 9 4' - 6" 1'- 0" l' - 6" %.' 0 I'-0" 5'- 8" I' - 8" 36"0 PIPE l' - 2" 11 5' - 6" I' - 0" l'- 6" 3/" 0 l'-0" 6'- 9" 2'- 0" DETAIL - B SCALE. Y2"=0' -I" /%6" 215/9" ' 2/5/5" 1W" BEND LINE BAR 3x%6x0'-9" DEVELOPMENT OF BAR 3 x 16 x 0"- 9" SCALE l" = 2" 34" 2Y2 34" 1/2"0 U - BOLT, HEX NUTS e WASHERS, GALVANIZED 5/s"0 O.H. U -BOLT AND PLATE DETAIL SCALE: %"= 0'- I" 3/8GALVANIZED e ALL BARS USED IN GRATES SHALL CONFORM TO THE REQUIREMENTS OF A. S. T. M. A575 GRADE 1020 STEEL. THE BAR GRATE MAY BE SHOP ASSEMBLED WITH THE FLARED END SEC TIONS. THREE SEPARATE COATS OF PAINT SHALL BE APPLIED TO THE GRATES. THE FIRST TWO COATS SHALL BE RED LEAD PAINT AND THE THIRD COAT SHALL BE GREEN BRIDGE PAINT. ALL PAINTING MAY BE DONE IN THE SHOP. SEE STANDARD PLAN FOR FLARED END SECTION DIMENSIONS. REV. No. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 413 BAR GRATE FOR FLARED END SECTIONS APPROVED' FEBRUARY 22. 1974 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 1 TRANSVERSE BARS 4S IN SIDE NT AS SHOWN VERTICAL BARS ARS IN TOP BENT AS SHOWN D T 6" TRANSVERSE BARS BARS IN BOTTOM BENT A5 SHOWN END ELEVATION SIDE ELEVATION SIDE ELEVATION (0°) TABLE OF QUANTITIES 1 PIPE. SIZE OF PIPE..T„ "D" 1: - • -I CONCRETE '°I', OF STEEL 12" 0° O - 30 46 15° 0 • 33 48 30° 0 - 36 51 45° 0 • 39 53 IS" 0° 0 • 36 50 15° 0 - 40 52 30° 0 - 43 55 450 0 • 47 58 18� 0° 0 42 55 15° 0 • 49 59 30" 0 - 56 63 45° 0 - 64 66 24" 00 0 53 6/ 15° 0 • 63 65 30° 0 • 74 70 45° 0 • 86 74 30 0° 0 • 63 71 /50 0 - 79 76 30° 0 • 96 82 450 1 • 14 88 36" 00 0 77 76 150 I 01 83 300 1 26 9/ 45° I • 53 98 42" 0° 0 - 96 93 15° 1 • 32 104 30° I • 69 115 456 2 09 130 48" 0 1 /6 98 15° 1 - 66 110 30° 2 - 19 123 45° 2 - 75 137 54" 0 ° 1 • 34 108 15° 2 - 01 121 30° 2 • 70 136 45e 3 44 1 54 152 110 344" 00 150 2 • 39 128 30° 3 • 28 144 450 4 - 23 162 CONCREF CO DIMENSIONS SCHEDULE OF BARS SIZE OF PIPE..T„ "D" ANGLE OF tsENDo(-OR BEND ANGLE(o)GREATtR THAN 25° SEE NOTES) BAR SIZE NUMBER OF BARS TRANS -VERT. TOP !SIDE BOTTOM 12" 2" N0.5 /2 4 2 4 15" 21/2" 11 /2 4 2 4 18" 21/2' " 12 4 2 4 24" 3" " 12 4 2 4 30 341 " 12 4 2 5 36" 4" " 42 4 2 5 ' 42" 44" " 12 5 3 6 48" 5" " /2 5 3 6 54" 5/21 " 12 5 3 6 60" 6" 11 12 5 3 6 QRS DETAIL OF COLLARS SHOWING REINFORCING STEEL n A A _"1.111111 _.01•/5G1111•111 JiMINSliEMOMIN111 Smo=ii:i=i111 1MNIMEN\MINWI11 ""••111•1112.67:211111•111 T PLAN (SHOWING BREAK OUT FOR BEND) INTE DIA. UT BARS ALONG ANGLE LINE "A" BARS SPACED AS B "B" BARS SPACED AS SHOWN WELDED WIRE FABRIC CAGES SECTION A -A PLAN OF BEND MIN BAND THICKNESS 4"x4" -8x8 WELDED WIRE FABRIC DATA FOR CONCRETE PIPE ELBOW IN iERNAL DIAMETER ANGLE OF tsENDo(-OR BEND ANGLE(o)GREATtR THAN 25° SEE NOTES) BAR SIZE NO. A BARS NO. B BARS MIN. BAND THICKNESS "T" WALL THICKNESS DIMENSION 5° 7° 9° II° 13° 15° 17° 19° 21° 230 25° 12" K 73/8 71146 842 9W8 95/8" /OW 1046 /lye 1/448 121/2" 134" 4 4 4 / 2 L 32'34' 32" 3/3/" 3/'7�1"z 3/3/6" 30'%" 3054 30316 30 293'4' 2946 P 323/8 324" 323/4" 321/4" 321/2" 311316 313/4" 313'8" 314" 313/6, 31W "B"BARS 314" 32" 321/2" 33" 331" 34" 35" 354" 36" 3641" 37 15"P K 754" 83/8" 9/61 934" to 'A" /l1" 1113/e" /2142" 131" 13'3,6, 14'%" 4 4 4 1" 2� L 325/ 3/918' 312" 311/2" 303/4" 307/5 30/6 2934" 2938" 29" 28146 32%5 327/8" 32%" 321., 31144" 3/3/x" 3/94 31340 313/8 310 30'7161 "B"BARS 31 32 33" 34" 344" 35" 36" 364" 374" 38" 384" 18" K 8" 81316" 93'41 1061 111/411 12146 121/211 13'%61 147211 198 163/6 4 4 4 1 2 /2 " L 32" 3114' 31%6 3d316 303'2" 30" 29146 2914" 28%4" 283.6 27N P 32%2" 323V 32%8" 31%8" 3111/15 31%2 313'16" 3/%16" 301/2" 30%' 307/x5 13" BARS 32" 33" 334" 34%2 35" 36" 37" 374" 384" 394" 40" 24"4 K 85/a 911/61 1034 (/3/4 1213/td" 134" 1491e 16'46" 171/2 /83%45195/6 4 4 I /4 L 3/1%15 3/%. 303/21 304" 201' 29%5 284" 28" 27145 261/21 261" P 323/8 3245 3/'3/6 3/9/6 315/161 31" 303/4 304" 30%4" 2915/15 29%' "B"BARS 3241 334" 350 36" 37" 38" 39" 40" 41" 42" 434 30" K 91/4" 101/21 1/13/61 134" /47161 153/4" /7%6" 183'8" 195/e' 211/51 223/81 4 4 4 4 " I/q 34 L 313/8" 303/4" 30146" 29.74 28'3/151 284" 274" 26'31' 264" 251/2 2413'16 P 323/5 3%11 31%6" 313/1. 30%' 30%6 30%4" 297/8 299V 29%" 28%8" B" BARS 33" 344" 36" 37" 384" 3940 41" 424" 434" 45" 464" 36- K 913461 113/a" 12'315• 141/2" l6" 171'16" 194" 203%" 2251' 237/8" 254" 4 4 4 134" 41 L 314" 305/16 299%6" 283/4" 28" 273161 2674 255/8" 241/2" 24146' 231/2" P 32/8 3/376" 311/2" 307/8 3041 304" 291% 295/16 28/34' 284" 2841 B" BARS 34" 351/2" 37" 381/2" 40" 414" 43" 444" 461/2" 48" 491/2' 42'P K 1d/e1 12%4" 14 (5'31' 175/1 197/46" 211/2" 2314' 241/2" 2534" 285/81 4 4 4 /%2" 4%2" L 3034" 291/2" 29" 281/2; 2791. 2634' 2534" 241/2r 23%' 221/2" 211%61 311/2" 31%4" 31" 30}45 304" 293'81 2934' 283+11 281/2" 2713/46 273/11 "B"BARS 344" 36" 38" 40" 414" 434" 45" 47" 49" 51" 524" 48 K 111/61 /34" 1548" 17%6" /9316" 2/1/2" 235/16" 25146" 274" 2934" 311%6 4 4 4 134" 5" L 30145" 29145" 28%1' 2734" 2634" 253/8 2434' 2334" 221/2" 21140 204" P 313/4" 311/2" 3054 3034' 29%8 2931' 289/46 284" 275/8" 271/2" 269716" "8" BARS 35" 37" 39" 41" 43" 45" 471" 494" 5/1" 5341 551/2" 54" K 11%6" /3'516" /6%„ 184" 201%' 234" 2534" 273/4" 301/2" 32%' 3413'4' 4 4 4 2" 54" L 3034' 29 27%8"' 26%,' 253'8" 24%" 235/6 224" 2013/1' 193/" 181'481 P 31%6" 34" 301/26 29/8 29316" 283%" 28%8 27%627" 263/4"25 3/6 B" BARS 354" 38" 40" 421" 45" 47" 494" 52" 54" 561/2 59" 60" K 12346" (4/346" 175/5" 1918 22341 245/' 274" 301/2" 32'141' 355/46 37/3/16 4 4 4 ° 2 6 " L 297/4" 2834" 27%6" 26%4 24'3'16 234" 221/2" 20'%4e 95/E" 18Y8- 17r/6" P 3%" 30'34' 30%6 29%6' 28%8" 28%" 273'4" 27 " 26%6 251%1' 25" "B"BARS 361/2" 39" 411/2" 44" 464" 49" 514" 54" 564 591/2" 62" NOTES (FOR ELBOWS AND COLLARS DESIGN) THE DIMENSIONS FOR CONCRETE PIPE OF THE VARIOUS DIAMETERS SHOWN ON THIS PLAN ARE THOSE FOR CLASS III REINFORCED CONCRETE PIPE A.A.SH.T.O. DESIGNATION MI70 WALL "B." ALL QUANTITIES FOR COLLARS AND ELBOWS FOR CONCRETE CULVERT PIPE ARE BASED ON THE DIMENSIONS FOR CLASSI(L REINFORCED CONCRETE PIPE A.A.S.H.TO. DESIGNATION MI70 WALL "B" NO ADDITIONS OR DEDUCTIONS WILL BE MADE IN THESE QUANTITIES IF OTHER STRENGTH STANDARD PIPE IS FURNISHED IN ACCORDANCE WITH THE SPECIFICATIONS. WHEN THE DETAILED PLANS, OR THE ENGINEER, REQUIRE THAT A CONCRETE COLLAR CONNECTING EXISTING AND NEW CONCRETE PIPE BE CONSTRUCTED WITH A BEND, IT SHALL BE CONSIDERED AS A COLLAR AND NOT AN ELBOW. ALL CONCRETE SHALL BE CLASS "47A -S", "478", "47C -S" OR "AX". NOTES CUT ';4" REINFORCING BARS 30" LONG. CUT "8" REINFORCING BARS IN ACCORDANCE WITH THE TABLE OF DATA FOR CONCRETE PIPE ELBOWS. FOR SINGLE LINE OF REINFORCING WIRE MESH TIE REINFORCING BARS ON OUTSIDE OF CAGE. FOR DOUBLE LINE OF REINFORCING WIRE MESH TIE REINFORCING BARS ON INSIDE OF THE OUTSIDE CAGE. REINFORCING BARS ARE LAPPED AND WELDED WHERE BEND IS MADE. REINFORCING WIRE MESH IS LAPPED AND TIED WHERE BEND IS MADE. THE ANGLE OF BEND SHALL BE GAGED BY MEANS OF A TEMPLATE BEFORE WELDING REINFORCING BARS TO INSURE THE PROPER ANGLE. BAND REINFORCING 4"x 4"- 8x8 WELDED WIRE FABRIC OR EQUAL SHALL BE WELDED OR LAPPED 20 BAR DIAMETERS AT SPLICES. ELBOW DESIGN CAN NOT EXCEED 25° 6. WHEN ANGLE EXCEEDS 25° COLLAR DESIGN MUST BE USED. CONCRE E E Bow R-1 10-22-76 Added 12" 815" Pipes REV. N°• DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 425 COLLARS AND ELBOWS FOR CONCRETE PIPES APPROVED' FEBRUARY. 22, 1974 DATE ROADWAY SIGN ENGI NEER SCALE AS SHOWN DIAMETER t2" CONC FOR 1 -PLUG DIAMETER + 4" CONCRETE PLUG FOR CORRUGATED METAL PIPE ;PAN RISE X Y CONC. FOR 1 -PLUG 2' CONC. FOR 1 -PLUG 2' 6" l' - 6" 0.20 CU. YD. 3' • 2' 6" l' - 6" 0.30 " " 4' /6" 2' 6" 1' - 6" 0.41 " " 3' l '- 11" 3' 6" 1' - 6" 0.45 4" cia • 4' 0.11 " 3' 6" I' - 6" 0.60 " 3'- 0"017 5' " 3' 6" l' - 6" 0.75 " C.37cn 6' 3' 6" l' - 6" 0.90 4'- 2%" " 8' 3' 6" l' - 6" 1.19 5" 10' 0.66 " 3 6" I' - 6" 1.50 6" 51/2 12' Q 3' 6" l' - 6" 1.81 8" 8" 4' 6'- 0" 4' 6" 1' - 6" 0.78 „ 8" 5' 6%2 " 4' 6" /' - 6" 0.98 " 6' 8" 4' 6" 1' - 6" /./8 " „ 8' 8" 4' 6" 1' - 6" 1.57 " 10' 84" 4' 6" I' - 6" 1.97 2.66 ' 12' 4' 6" /' - 6" 2.37 ,, 4' 5' 8" 2' - 0" 1.29 " " 5' 5' 8" 2' - 0" 1.62 " 6' 5' 8" 2' - 0" 1.94 8' 5' 8" 2' - 0" 2 58 10' 5' 8" 2' - 0" 323 12' 5' 8" 2' - 0" 3.89 " 4' 6' 8" 2' - 0" 1.53 5' 6' 8" 2' - 0" 1.92 6' 6' 8" 2' - 0" 2.3/ 8' 6' 8" 2' - 0" 3.07 10' 6' 8" 2' - 0" 3.85 12' 6' 8" 2' - 0" 4.63 5' 7' /0" 2' - 6" 2.79 6' 7' /0" 2' - 6" 3.35 7' 7' 10" 2' - 6" 3.90 " 8' 8' 10" 2' - 6" 5.07 " 10' 8' 10" 2' - 6" 6.35 " l2' 8' 10" 2' - 6" 764 " 10' 10' 10" 3' - 0" 8.79 " " 12' 10' 10" 3' - 0" 10.54 " 12' 12' /0" 3' - 0" /2.61 " SPA N CONCRETE PLUG FOR CONCRETE BOX CULVERT DIA. A B T H W CONC. FOR 1 -PLUG 6" /2" 4" 4" 2" I'-4" 6" 0.03 CU. YD. ,� 15 " 4 " 4 " 2V4" I 7/2" /6" 0.05 " " 1 J I8" " 4" 2,P " l '- 11" 0.07 " " 24" 4" 4" cia • '- 5%" 0.11 " 30" 4" 4" 3 " 3'- 0"017 " " 36" 6" 6" 3%2 3'- 7" C.37cn 42" 6" 6" 41/4" 4'- 2%" Q 0.51 " 48" 6" 6" 5" 4' /0" w 0.66 " 54" 6" 6" 51/2 5' 5" Q 0.84 " „ 60" 8" 8" 6 " 6'- 0" C) 1.37 " " 66" 8" 8" 6%2 " 6'- 7" 1.66 " „ 72" 8" 8" 7 " 7'- 2" 1.97 " „ 78" 8" 8" 7k." - 9 , 84" 8" 8" 8" 8'- 4" 2.66 ' " W CONCRETE PLUG FOR CONCRETE PIPE WALL OF EXISTING STRUCTURE CUT PIPE TO FIT INSIDE FACE TAP TYPICAL COMPUTATION FOR QUANTITY IN ONE SKEWED CONCRETE BOX PLUG EXAMPLE: 10x5 CONCRETE BOX CULVERT, SKEWED 35" FROM TABLE, QUANTITY FOR ONE PLUG: 10x5 BOX = 3.23 CU. YDS. FACTOR FOR 35" FROM CHART = 1.221 CORRECTED QUANTITY FOR ONE PLUG 3.23x1.221 = 3.94 CU. YDS. 4x4x6/ WELDED WIRE MESH WRAPPED AROUND NEW PIPE CONCRETE SEAL NEW PIPE CONCRETE SEAL x4x6/6 WELDED WIRE MESH WRAPPED AROUND NEW PIPE FOR EXISTING STRUCTURE BOX CULVERT FACTOR CHART CONCRETE 1.40 /. 30 ce 0 U LL 1.20 I/O 1.00 H 0° 5° 10° /50 20° 25° SKEW ANGLE 30° 35° 400 45° DIA. A B W CONC. FOR 1 -PLUG 8" 6" 6" II" 0.02 CU. YD. 10" 6" 6" 13" 0.03 " 12" 6" 6" /6" 0.05 " " /5" 6" 6" 19" 0.07 18" 6" 6" p.3" 0.11 21" 6" 6" 26" 0./4 „ I 24" 6" 6" 30" 0.19 " CONCRETE PLUG FOR CLAY TILE PIPE NOTE: DIMENSIONS MARKED THUS,*, ARE 6" ON PIPES UP TO 24" INCLUSIVE AND 8" ON PIPES 30" AND OVER. CONCRETE RISES 2'-10' CONCRETE RISES 12'-l6' CONC. SEAL CORR. METAL PIPE A J CONCRETE PIPE CONC. SEAL ya k- w a ELEVATION CONC. SEAL 14x4x% WELDED WIRE MESH WRAPPED AROUND PIPE 4 CORP. METAL PIPE * SECTION A - A FIELD PIPE TAP DETAILS NOTES ALL CONCRETE SHALL BE CLASS '47A -S; "478" OR 47C -S." BEFORE PLACING THE CONCRETE ALL LOOSE DIRT SHALL BE REMOVED FROM PARTS OF STRUCTURE COMING IN CONTACT WITH NEW CONCRETE. EXCAVATION FOR CULVERT PLUGS SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUB- SIDIARY TO ITEMS FOR WHICH PAYMENT IS MADE. \--CONCRETE PIPE CONC. SEAL 4x4x6/ WELDED WIRE MESH WRAPPED AROUND PIPE RI REV. N. 9-10-74 TAP FOR EXISTING STRUCTURE DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N°. 428 CONCRETE PLUGS AND 1 FIELD PIPE TAP DETAILS APPROVED FEBRUARY 22, 1974 DAT E ROADWAY DESIGN ENGINEER SCALE AS SHOWN LIFT BAR- BAR D -LIFT BAR BAR C N BAR J BAR C -BAR J BAR G BAR J BARA BAR G INLET COVER DETAILS O d, n" N LIFT BAR BAR C BAR D BAR C ADD/TiONAL LIFT BAR FOR OPENINGS OVER, 8'-0" BAR 8 LIFT BAR BAR J 6"I 8" BAR G - BAR J ANCHOR BAR ¢ LONGITUDINAL PIPES ANCHOR BAR LOCATION OF BACKWALL WHEN LONGITUDINAL PIPES ARE NOT USED. ACK OF CURB )n1 N 0 101 '-o 11 11 " 11 f TRANSVERSE PIPE /=6" PLAN OF INLET Y" 4'-O" !'6" 5'-0" BARA BAR G BAR H INLET COVER DETAILS 6" BAR 0 BAR C BAR G BAR 8 BAR ,4 BAR F BAR Fa 8 3/4"CTRS. 5'-4' BACK COVER DETAILS 8"THICK CONCRETE WALL LO- CATED AT MID -POINT (Y/2) OF INLET OPENING. m C LONGITUDINAL PIPES\ LOCATION OF BACKWALL WHEN LONGITUDINAL - PIPES ARE NOT USED. BACK OF CURB MID -POINT COVER SUPPORT REINFORCING BAR SCHEDULE BAR Y=4'-0' Y=6'-0" Y=8'-0" Y=10'-0' NO. SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE A 3 8 6.-9" STR. 3 8 8L9" STR. 3 8 10L9" STR. 3 8 12'-9" STR. B - - - - 2 6 4-3" STR. 2 6 6'-3" STR. 2 6 8'3" STR. C 6 6 /'-7" STR. 4 6 /'-7" STR. 4 6 l'-7" STR. 4 6 /'-7" STR. D / 6 5''-I" STR. l 6 5'-1" STR. l 6 5'-1" STR. l 6 5'-1" STR. E VAR. 4 5'-1" STR. VAR. 4 5'-1" STR. VAR. 4 5'-1" STR. VAR. 4 5'-1" STR. F 8 4 8 -3" STR. 8 4 B -3" STR. 8 4 8 -3" STR. 8 4 B -3" STR G 6 5 4'-0" BENT 6 5 4'-0" BENT 6 5 4'-0" BENT 6 5 4'-0" BENT H - - - - 3 5 2'-7" BENT 5 5 2'-7" BENT 7 5 2'-7" BENT J 4 5 I'-7" BENT 3 5 1'-7" BENT 3 5 I'-7" BENT 3 5 1'-7" BENT K - - - - 10 4 D#2.-9" BENT 10 4 Df 2L 9" BENT 10 4 D+2'-9" BENT LIFT VAR. 4 2L6" BENT VAR. 4 2'--6" BENT VAR. 4 2'--6" BENT VAR. 4 2'--6" BENT 6.88 Y=12'-0' Y=14'-0" Y= 16-0" Y=18'-0" BAR - NO. SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE NO SIZE LENGTH SHAPE A 3 8 /4'-9" STR. 3 8 /6'--9" STR. 3 8 /8-9" STR. 3 8 20'--9" STR. B 2 6 /0. 3" STR. 2 6 /2'--3" STR. 2 6 /4'--3" STR. 2 6 16'-3" STR. C 4 6 /'-7" STR. 4 6 1'-7" STR. 4 6 I'-7" STR. 4 6 /'-7" STR. D / 6 5'-1" STR. ! 6 5'-1" STR. l 6 5'-l" STR. l 6 54" STR. E VAR. 4 5'--I" STR. VAR. 4 5'-1" STR. VAR 4 5'-l" STR. VAR. 4 5.I" STR. F 8 4 B-3" STR. 8 4 B-3" STR. 8 4 8-3" STR. 8 4 8-3" STR. G 6 5 4'--0" BENT 6 5 4'-0" BENT 6 5 4'-0" BENT -6 5 4'-O" BENT H 9 5 2'-7" BENT 11 5 2'-7" BENT /3 5 2'-7" BENT 15 5 2'-7" BENT J 3 5 I'--7" BENT 3 5 1'-7" BENT 3 5 1'-7" BENT 3 5 I'-7" BENT K 10 4 D+2'--9" BENT /0 4 D#2'--0" BENT /0 4 D#2'--0" BENT 10 4 O#2=0" BENT LIFT VAR 4 2'-6" BENT VAR. 4 2'--6" BENT VAR. 4 2'-6" BENT VAR. 4 2'-6" BENT M - - - - 2 4 2'-2" STR. 2 4 2'-2 STR. 2 4 2'-2" STR. N - - - - 4 4 I'--9" STR. 4 4 I=9" STR. 4 4 I'--9" STR. FOR /4' -O"16 -0"d /8'--0"INLET OPENINGS STRIKE LINE STRIKE LINE 5" 2'-0" 5" LIMIT OF GUTTER DEPRESS/ON ioZ GUTTER LINE 5''-O" /'-6" 1 2 -BAR 11 ¢ TRANSVERSE PIPE PLAN OF INLET Y. 6'-O"TO l8'-0" l'-6" 5'-0" 5" 2=0" 5" LIMIT OF GUTTER DEPRESSION 8"1 4' O" i8" FRONT ELEVATION 4'-0" INLET OPENING 21" LIFT BAR DETAIL J 4' 0" FRONT ELEVATION GUTTER LINE T" 9" FOR 6.-0" TO 12'--0"OPEN/NGS. 1.-6" FOR /4=0" TO l8'--0"OPEN/NGS. -5-BAR K 6'-0" TO 18'-0" INLET OPENINGS BAR BENDING DIAGRAMS BAR K �D'I 12 2' 0"1 ADJUST IN FIELD W=D-I'-3"FOR 6'-0"T0/2LO"OPENINGS . D-210"FOR /4'0"TO /8=0"OPENINGS. TYPICAL INLET SECTION ** VOID FOR INLETS WITH 4'-0" OPEN/NG. CURB INLET DATA *OMIT WHEN LONGITUDINAL PIPES ARE NOT USED. DIA. OF LONGIT PIPE DIMENSIONS QUANTITIES X (MIN) A B C D CONCRETE, Cu. YDS. REINFORCING STEEL LBS. C.1. COANDVER FRAME LBS. ONE FT INCREMENTOFX CONCRETE, CU.YDS. DEDUCT FOR EACH OPENING NO. OF E" BARS Y=4' Y=6' Y=8' Y=!0' Y=12' Y=14' Y=16' Y=18' Y=4' Y=6' Y=8' Y=I0' Y=12' Y=14' Y=16' Y=18' ADD CONCRETE cu. YOS. ADD** REINF STEEL,LBS LONGITUDINAL PIPE OMITTED 3'-!!" 2-5" - 2'-9" 2'-0" 2.03 2.36 2.7/ 3.06 3.4/ 3.94 4.33 4.71 113 /75 202 23/ 259 289 3/6 344 /25 0.383 6.7 NOTE: DIAMETER OF PIPE SHOWN IN THE TABLE 8 MINIMUM "X" ARE BASED ON THE LONGITUDINAL PIPE. DEPTH OF THE INLET MAY BE GOV- ERNED BY THE TRANSVERSE PIPE. (MINIMUM 0 = TRANS- VERSE PIPE DIAMETER PLUS 9 INCHES. /5" 3'-2" 4'-3" 1' -IO" 2'-0" 1'-3" 2.35 2.67 3.02 3.37 3.72 4.25 4.64 503 136 193 22/ 250 277 307 335 362 /25 0.473 6.7 0.031 3 18" 3'-5" 4'-7" 2'-2" 2'-3" I'-6" 2.58 2.9/ 3.25 3.6/ 3.96 4.49 4.87 5.26 /41 200 228 257 284 3/4 342 369 125 0.490 6.7 0.044 4 24" 3'-I1" 5.-2" 2'-9" 2L9" 2'-O" 3.04 3.37 3.7/ 4.06 4.42 4.95 533 5.72 /48 2/0 238 267 294 324 351 379 /25 0.5/8 6.7 0.078 5 30" 4'-5" 5.9" 3.4" 3.3" 2-6" 3.52 3.85 4.20 455 4.90 5.43 5.82 6.2/ 151 2/7 244 273 30/ 331 358 385 125 0.547 6.7 0.121 5 36" 44!" 6'-4" 3'-//" 3.-9" 3.-0" 4.04 4.37 4.72 5.07 5.42 5.95 6.34 6.72 /58 226 254 283 3/0 340 368 395 125 0.576 6.7 0.175 6 42" 5'-5" 6'-/1" 4'-6" 4'-3" 3L6" 4.58 4.9/ 526 5.61 5.96 6.49 6.88 727 /64 236 264 293 320 350 378 405 /25 0.605 6.7 0.238 7 48" 54!" 7'-6" 54" 4'-9" 4'-0" 5.16 5.49 5.84 6.19 6.54 7.07 7.46 784 /7/ 246 274 303 330 360 387 415 125 0.634 6.7 0.3/0 8 54" 6'-5" 8'-1" 5=8" 5'-3" 4'-6" 5.76 6.09 6.44 6.79 7.14 7.67 8.06 8.45 /74 253 280 309 337 367 394 421 /25 0.663 6.7 0.393 8 60" 6411" 8'--8" 6L3" 5'-9" 5'-O" 6.39 6.72 7.07 7.42 777 8.30 8.69 9.08 /80 262 290 3/9 346 376 404 43/ 125 0.691 6.7 0.485 9 66" 7'-5" 9'-3" 640" 6'-3" 5=6" 705 7.38 773 8.08 8.43 8.96 935 9.74 /87 272 300 329 356 386 414 441 125 0.720 6.7 0.587 /0 NO. 4 ANCHOR BAR DETAIL "A" DETAILS OF CAST IRON COVER AND FRAME NOTES.' ALL CONCRETE SHALL BE CLASS "47A-SY'478;' OR"47C-S". ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED. THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 11/4 INCHES. THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 443 CONCRETE CURB IN LETS APPROVED FEBRUARY 22, 1974 DATE ROADWAY SIGN ENGINEER SCALE AS SHOWN 2 LIFT BAR BARE (8/ APPROX 9" CTRS. 5L4" 9AR Fe 8 3/4"CTRS. 6" "d HOLE NO. 4 ANCHOR BAR DETAIL "A" LIFT BAR BAR E BAR M N BAR G 0" 1 11 8' -IO" ti BAR H BAR G LIFT BAR -BAR D LIFT BAR BAR J - h v N LBAR B BAR A- -BAR L BAR C DETAILS OF CURB INLET CONCRETE COVERS 5'-4' 8'-0" - BAR D BAR C BAR G BAR B BAR A ¢ LONGITUDINAL PIPES LOCATION OF BACK WALL WHEN 8" 10" LONGITUDINAL PIPES ARE NOT USED. w GUTTER LINE SECTION AA 6" 2%2 6" 1-2%„ LIFT BAR DETAIL m STRIKE LINE 4'-0" TRANSVERSE 2'!" 2'-10" 5" 2'- 0" N PLAN OF CURB INLET 4'-0" 1'- 6" /2'- 0" LIMIT OF GUTTER DEPRESSION 5' L. A FRONT ELEVATION CURB INLET DATA DIAM OFCONCRETE PIPE DIMENSIONS QUANTITIES l' INCR. OF "X" CONCRET X (MIN.) A B C D CU. YDS. REINFORC. STEEL LBS. C.L COVER B FRAME LBS. ADD CONCRETE CU. YDS. ADORE/NE STEEL LBS. FOR EACH PIPE OPENING 3'-//" 2- 5" - 2'-9" 2L O" 3.60 354 /25 0.383 6.7 •"0.031 l8" 3- 5" 4'-7" 2- 2" 2'-3" 1'-6" 4.16 376 /25 0.490 6.7 0,044 24" 3''-11" 5'-2" 2' 9" 2'-9" 2' O" 4.62 383 /25 0.518 6.7 0.078 30" 4'--5" 5'-9" 3'--4" 3- 3" 2'-6" 5. I0 393 125 0.547 6.7 0.121 36" 4'-1!" 6'-4" 3'-11" 3'-9" 3'-O" 5.62 403 /25 0.576 6.7 0.175 42" 5'-5" 6'-1/" 4'-6" 4'-3` 3'-6" 6.17 4/2 /25 0.605 6.7 0.238 48" 5''-!I" 7=6" 5=I" 4'-9" 4'-0" 6.74 4/9 125 0.634 6.7 0.310 NOTES: GUTTER LINE DIAMETER OF PIPE SHOWN IN THE TABLE AND MINIMUM "X" ARE BASED ON THE LONGI - TUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE PIPE (MIN- IMUM D = TRANSVERSE PIPE DIAMETER PLUS NINE INCHES). OMIT WHEN LONGITUDINAL PIPES ARE NOT USED. 15 INCH PI PE. QUANTITIES FOR JUNCTION BOX SIZE YXYI CUBIC YARDS CONCRETE NO DEDUCTION FOR PIPE OPEN/NGS RE/NF STEEL C. IRON COVER X=2'-6"X=2=9"X=3L0"X=313"X=3L6"X=3=9"X=4=0"X=4'-3"X=4'-6"X=4=9"X=5'-0"X=5=3"X-5'6"POUNDS A 3 8 14L9" B " - l 8 /5'- 0" C / POUNDS 2 -0X2' -O" 2=0X2X26' 0.94 1.01 1.07 1.14 1.20 1.27 1.33 1.40 /.47 1.53 1.60 /.66 /.73 8 /25 '1.06 1.13 1.20 1.28 1.35 1.42 1.49 1.56 1.64 1.7/ 1.78 1.85 1.92 /0 /25 2'-0"X3'-0" 1.18 1.26 1.34 1.42 1.49 1.57 1.65 1.73 /.8/ 1.89 1.96 2.04 2.12 /2 /25 20'X4'-2" V,.Ate. i/., 3 1.65 1.74 1.83 1.93 2.02 2.11 2.2/ 2.30 2.39 2.48 2.58 15 /25 2, 6'X2'-6" 1.19 1.27 1.35 1.43 1.51 1.58 /.66 1.74 /.82 1.90 1.97 2.05 2.13 /2 /25 2=6'X3.0" 1.32 1.41 1.49 1.58 1.66 /.75 1.83 1.92 2.00 2.08 2.17 2.25 2.34 /4 125 24". 4=2'` 1.83 /.93 2.03 2.13 2.22 2.32 2.42 2.52 2.62 2.72 2.82 15 /25 3=0"X3.-0" 1.47 1.56 1.65 1.74 /.83 1.92 2.01 2.10 2.19 2.28 2.37 2.46 2.55 /5 /25 3=0"X4'-2" 2.0/ 2.12 2.22 2.33 2.43 2.54 2.64 2.75 2.85 2.95 3.06 17 /25 4'2"X4'-2" 2./3 2.55 2.67 2.79 2.91 3.03 3.15 3.27 3.39 3.5/ 3.63 2/ /25 T 40" I HATCHED SURFACE '- 6" 2'- 0" =Now 1"- !!" 2'- /" DETAILS OF CAST IRON COVER AND FRAME REINFORCING BAR SCHEDULE BAR SHAPE NO, SIZE LENGTH A 3 8 14L9" B " - l 8 /5'- 0" C / 8 1016" 0 2 6 /0'-3" E VAR. 4 5'-I" F 8 4 VARIES G 4 6 1'- 7" H 1 6 5'- I" J LAR i_� -..5..1 "' 6 5 VARIES ,1\6„, K /Ye 10 4 VARIES 12 12-0,. L VAR. / 12 5 VARIES 1L° -'t - / M V,.Ate. i/., 3 5 VARIES / L\.o I L!FT SEE DETAIL 5 4 2'-6" C L Y+1'-4" PLAN Y-2"ORYI-2" 9" h X Y OR Yi SECTION CC DETAILS OF JUNCTION BOX NOTES: ALL CONCRETE SHALL BE CLASS "47A -S:'"478", OR "47C -S." ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED. THE MIN/MUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 1 1/2 INCHES. THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST. THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. REV. N° DATE DESCRIPTION OF REV.�iON NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 443 CONCRETE CURB INLETS APPROVED. FEBRUARY 22, 1974 DAT E ROADWAY DESIGN ENGINEER SCALE AS SHOWN 2 DETAIL DRAINAGE PROFILES SCALE. HORIZ. VERT. r=10 s=o.Cosl Y'1. EL . 37.13• . • • T.G. 40 -6 li • Fc, 14 S+a. 2`L+ 1 ?4"xs bXC = 2-,u3 ;.o. >c_ - -TL. 4o:4z- FL. 3q-3) 22+74, 22 r Zb Cort2 =KWC, Ai IXC Fly, G,. Yds, 14) sta 2.21 . Z2t.61 / . Rf. t Jn! ' :': Plsn 442 3'3 24 - z Or/ c f r,x 'rr r,pc- .,. ?d . ;•-!'Plao 1(2' f). )c-44,_ / F.c.4z.F.• 5ta. 19+54, Rt. 5 S=O. 0,7 44 'l 17# 79 Lt. Citi _bildt Plan 443 Gant 3:94:, rds. •rc 473/ i �f _...F4.43.,;-4 $r/7, 71 Ka. to 'r56 /t&,,,7 : c X 41' z' f',pf -drrh, 4=11" EKc.= 38 ,24, Y(/- Y=l4=p, !c. 4Z.&' 171 i=j..t. x x7" Rein. c.•r[ s.I3 4'9 •'''• 9. •• •• . ct,,b ,C7 N/ Y •1 %, do 4 r, vi rz ac ;i., i "`0.42145%H. 1-. 44.=-z . 7 jj itr' 713 {4td5 rE • F.-. #P50 Manhole, 5 P: ,' / Pla„ C. C P/.,;? 4' z' R.40.vo' 4 e = lb c."<, ✓d:. • f=. ,2'n '14,43a -sit _rc.laivrt • 1 S = 0..0103 , Z. 32.45t t alx too AA( Ono, +37, Z9 4t • ! _ scWee Ppge ! is (SSL EXc F_42.04. Yds._ j.� • EL 28.36 (Fed ) ✓en t& 2G Sta. 44495, 30'R/. (Field Vet/6) Manhole, Speaal Plan /C r .32-53 FC. 07.G4 • • 30Sta . 44, s7 z9'J.. s=o.00 Zs Yf.{, 33 34."x50' Rein;. Conc. Sewer Pipe Exc.= 68 Cu. Yds. Tc. 33./1 -1� LL - • •FL Z7,77 25 sta. 441/Z,Q , - 7.c 32.21 •EL 27.4L--- DETAIL DRAINAGE PROFILES SCALE HORIZ. I°=10' VERT. I°=10' li FL z144- • T.C. 33. l9 -. • • FL. 29,F-7 1 / -Ft. Z7, 64" 1 Sta. 447'98 G+; _, V sid. 44ts? 24' ti. Curb Inlet, P/ate i 443 �. ..Conc. • 4-= 4a 7" Exc.',/de Cet, Ydls . Co.ic i 3.58 Ca Yds slice! - 257 Lbs.; -!TC• 32.53 oozs t �kwer Pips .. Xc = ZI 4a. Yds, 7 ■ ams lab IsisLva u:iii.lasa ice■ • i. 0 111111 EMIL iii 0 Lei ,@rp- x g' t0d,u.r Q s marangussummumpiemIttniNEEfflin S=o. 04525 Y{}„ .6F9,.04Z46 rc 7Z8 Sfo"_43f'54 474, Cae6 Z' 443 X 4'_4., R0 corn - • 7B 4yjph A 2 -204 ids Yo=b 0.k=, 7L,. 46.53 7. 3Q. 59. • • V 22 sfa 38+98) :4./B'•x 26' Kedrit 4)nc. �/ Server Pipe Exc.= 2' Cu, 24) sta f81-81 Rl• Curb Inlet, Plan 443 X= 4'2 ' A= 2=5'' Y l4-0" Exc, = 21 CG,.Yd<. Conc.= 4.4o a,. Yds. St=l = 318 Lbs. =PL, 3 .S '4,0187 l8"x ZS' Refi€.'Cori. r Pike ?4 Cac.Yds 7c. 3E 11• �' da/551, •-'Fl ' Sta. Y?'=,�' 44�3�4� /e; d24 Reintt Cone.. Wf' .. Pier; .-... C, = 20 a, Yds. Ff. 27. y7 .. 518 047'3 (c[ Curb )1,4- P1ata4Q 1,. 122' i. Yt jz'a'; 0 Cone= 3..48 (.Ydc.' • Stee/= 24/ Lbs. :rc. a7or.:--- S-A: aa5et %r1 •TC. 4a o2 5,a. 44+/2:_R1: Corti idea,_, P, X= 4" 2"" Exc.= /1-C>a.i/ _ - Conk - 2.4S_;C .Yd Std.cl2 /liv ,i a 27x07 cj; C0r4 lnle-i,' P,rari¢¢3 "Y"= 3-3` /41;X22"X30'Reinf'. Cane. Y i3' 0" .Suver Pipe -,ArcA Exc = 8 Cu 'Yd: 'xc = 17 Cu. Yds. .0 ac; _ J.24 ieL . _; _._... ef= /05 int 71 P4 36. sg 20 Sta. 27+25 5'0 •aos q /,e4 3vz X 2a x 2E' Re,, Calk Sewer . /), pe -Aryl, Qxe. = 1(e Co.0.Yds. /9 L. X 40.00 • `FL 36.75 V Sta. 27+15 Rt. Curb In /et Pial 143 R= 2-$' Yr Exc = 8 Cu ✓d Call 1,74 0=. ds Sfee/= /09 L. Tc. 40.0z • FL ?6.56 -•--: � L� sta. 27-1-25 20 0. Cb 4B ✓C+. •v Z.4"x 711. ,peinf Cone. Sewer Pipe Exc. = 53 Cu. Yds. r-1 1/ • FL. .34,Z1 L J/ v Sta. 2719/.. 443 L4- Top exist'," ,,=,nhufe Pion 428-e, MTV 7 00.00. NI -55a50) /!%! -!TC• 32.53 oozs t �kwer Pips .. Xc = ZI 4a. Yds, 7 ■ ams lab IsisLva u:iii.lasa ice■ • i. 0 111111 EMIL iii 0 Lei ,@rp- x g' t0d,u.r Q s marangussummumpiemIttniNEEfflin S=o. 04525 Y{}„ .6F9,.04Z46 rc 7Z8 Sfo"_43f'54 474, Cae6 Z' 443 X 4'_4., R0 corn - • 7B 4yjph A 2 -204 ids Yo=b 0.k=, 7L,. 46.53 7. 3Q. 59. • • V 22 sfa 38+98) :4./B'•x 26' Kedrit 4)nc. �/ Server Pipe Exc.= 2' Cu, 24) sta f81-81 Rl• Curb Inlet, Plan 443 X= 4'2 ' A= 2=5'' Y l4-0" Exc, = 21 CG,.Yd<. Conc.= 4.4o a,. Yds. St=l = 318 Lbs. =PL, 3 .S '4,0187 l8"x ZS' Refi€.'Cori. r Pike ?4 Cac.Yds 7c. 3E 11• �' da/551, •-'Fl ' Sta. Y?'=,�' 44�3�4� /e; d24 Reintt Cone.. Wf' .. Pier; .-... C, = 20 a, Yds. Ff. 27. y7 .. 518 047'3 (c[ Curb )1,4- P1ata4Q 1,. 122' i. Yt jz'a'; 0 Cone= 3..48 (.Ydc.' • Stee/= 24/ Lbs. :rc. a7or.:--- S-A: aa5et %r1 •TC. 4a o2 5,a. 44+/2:_R1: Corti idea,_, P, X= 4" 2"" Exc.= /1-C>a.i/ _ - Conk - 2.4S_;C .Yd Std.cl2 /liv ,i a 27x07 cj; C0r4 lnle-i,' P,rari¢¢3 "Y"= 3-3` /41;X22"X30'Reinf'. Cane. Y i3' 0" .Suver Pipe -,ArcA Exc = 8 Cu 'Yd: 'xc = 17 Cu. Yds. .0 ac; _ J.24 ieL . _; _._... ef= /05 int 71 P4 36. sg 20 Sta. 27+25 5'0 •aos q /,e4 3vz X 2a x 2E' Re,, Calk Sewer . /), pe -Aryl, Qxe. = 1(e Co.0.Yds. /9 L. X 40.00 • `FL 36.75 V Sta. 27+15 Rt. Curb In /et Pial 143 R= 2-$' Yr Exc = 8 Cu ✓d Call 1,74 0=. ds Sfee/= /09 L. Tc. 40.0z • FL ?6.56 -•--: � L� sta. 27-1-25 20 0. Cb 4B ✓C+. •v Z.4"x 711. ,peinf Cone. Sewer Pipe Exc. = 53 Cu. Yds. r-1 1/ • FL. .34,Z1 L J/ v Sta. 2719/.. 443 L4- Top exist'," ,,=,nhufe Pion 428-e, FL 41.So.._ ... tG. 43.68 Stn. 113+24 , 33'Ri• Cone. F.S.E.Bar Gn2te Spec. Pions z; 3C s =..o 'zoY r- /3'/'x22"x 68' R.C. S.P. Arch Exc.* /S CM.Yds. -�-•-• F.L.41.35 28 _unction Boxf Iun 443 Sta. r/¢460 29.1'Rt. X= 1.1,, = 3ox 3-0' Exc. = 1 Cu.Yd• Conc. _ /.28 Cu.Yds• Steel = /S Lbs. T.C. 43.68--. FL.41,75 F.L.41.3ST� --- 26 .9a. I14+O0 29.o r. % S1a. 114+00 37'h1. /31z'x 22" Conc. RE.S. /Bar Grata Spec. Plans 2c / 3C 44.65 S'= . 0024 %13Y2"), 22". !AS' R•e.S.P. Arch Exc. _ .Yds. .. ` T.C. 44.47 F.r._ 4l 4.o 0 Curb Inlet, Plan 443 Sta. 115* OS' m. X= 2' -/oh" A. 5-2" ,Exc. 4CG.. yds. Conc.: 2.74 Cu.Yds• Sreei = 2os'Les. rG443��) F.L. 44.6o f .l. O Sta.I15+OSL,. K)Sta.//S#Ps 37'R1 1?%5x22" Conc. F.5 S. & Gra1t Spec. P/a19 2C r 3C F.L. 42.0 ..QETAILS uI.M1NALit rAOFIL.ES: SCALE: HORIZ. r. VERT. 3.-..og . moo �r 33W 1. zr. 27V. 1 I t••-11- i F ��c• f 241 2. 1 E fl W JA n- l "1 nye Grate Inlet & Frani* Sta. 1/4148 Conc. F.E.S.. Liar Grate Spec. Plans 2C r 3C T.C.42.49 •-. S = • oo32 74t. 18x81' R.C. S.P. exc.= 32 Cu.Yds. �•--•-. L. 41.48 @A Curb In let Phan +43 Sta.. //S"+ 55, Lt. X= 3.2" A= 4'- 7" Y.�'o" Exc. s Cu. Ych. Conc. = 2.70 C4.Yds. Steel = /98 Lbs. 5 = .00254t. 116+5034 Lt. 48 /8"x 171 R•c.S.P- /- 6° Hora.oniot Eibcw Exc.= 65 Cu. Yds• Plan 42S --R, "L... FL 41.9/ Tape+ion: Box, Plan 443 Sia LI?t25, 57' Lt, 2e' 3h" ,o r Y -Y1- Zte x 4e: Exe..=6Ca.fes. ' ". Cow. _ 1.07 ra,oYdc. Stee 1._ /2 Les. CastsrtA$ - 2300.{See- 94;41 F.L. 39, lb.' ®Sta.. 22+79 ,Q ¶C. 40.18 / .• T.C. 40 ..--E- .68 T. C. 40.69 - FL. 3753 s= .0053'/4$, " F. L.37.35 0 Curb Inlet, Plan 443 @ Sta. 25+75, Sta. 25# si, Lt. X= 3'-3" A= e-5" ZI 13%ix22x3'F R.C.S.?. Arch Y.4'-0' Exc. _ /8 Cu. Yds. Exc. = 8 CIA Ids. Conc. = /•74 CM.Yds Slvel = /18 Lds. S= , 0032'/{'t /34'=22x28 R•S.C.PArch Exc. _ /5 Ca,Yds. •-• FL.37.44 Curb In)et, Pion 443 Sta. 25+7o„Rt. X= 3'-3" A= 2'-S• Y= 4'0' Exc.- 8 Cu.Yds. Conc. _ /.74 C4.Yds. Steel = 113 Lbs• T.C. ¢0.68.. 5= .00.i'14t. <> 24"x 276' R.C.S. Exc. _ /88 Cu. Yds. LC.40.12 F.L. 37.3.5 C).€4a.. 25+75, S=.cosi '/{r. �z 24,x /so ,Q C. S. P• Exc. = 84 Cu -Yds. • • Ft. 36, Se. 20 /lianbol2 Spec. Pian LC. Sta. 2?+25; eta 2St1s PLATE 3 CROSS SECTION - DOTTED CNA, CS BRUAUNG COMA. ° MAOf x U S A