Loading...
HomeMy WebLinkAboutM-5508INDEX OF St -t "ETS " 2:;':-2S2 2A--_'3 3 - 5 - 12 - - 47 TIP :CAL :::, s: �z -s Sheet 2-S/ © Sheet Z--SZC2_ sins. 2's( sA?S _P.-. '_ :C . >:: ':i. -_.ANS G:C:;/.=.":2:CS ANL, ,FADES jS )-)--.:' AN5 ,".: :NAG7 :SS CONVENTIONAL SIGNS FENCE L NE GuARG PAIL TRAVELED WAY DIKE CULVERTS RAILROAD RIGHT POWER POLE TELEPHONE o1 MARSH •HEDGE TREES *AY TELEGRAPH POLE SH7'S. 33,34,35 < 36 SHT S. 41 < 44 -- - RZ Shee/ 49 1. AAX%/$t$ I%X • • air.. 4 -A- 0 0 0 0 0 0 ROW LEGEND M ".I C'.NSTRUCTtON N w R , w PLPvANE NT CHANNEL. EASEMENT PE RvANE NT FILL ENCROACHMENT 'EMP',r t. s'Y EASEMENT STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION S r 2 ST cD 1[AST A MS C UNTY E %CESS TAXING PERMANENT EASEMENT EXCEPT CHANNEL EXISTING RAILROAD EASEMENT NEW RAIL RCA() PERMANENT EASEMENT NEW RAILROAD TEMPORARY EASEMENT HASTI NGS :•<�" A'_. ic,.. 'nee' E , 1-- • - r r77'7 "77// 1 j -.i- r r., ........ U1111 1111111.3 L VAXWOMOOM r ll•.•gi S tr, ,t 't5 Pc 55;4 h 55.;. gv, S GRADING BY PAVEMENT BY CULVERTS BY ELECTRICAL BY PREPARED BY APPROVED BY r ---T. I I. 4 1 1 4. R: 5508 L– _.—.-Y...� ZI .( Rc 550.1 Pc 5504 5. A S' Sta. 52 t 75.3 Begin Project No. M-5508(2) Begin Construction r-<EFEFttN E POST N° i0 REFERE:NCE•POS T N° EXCEPTIONS T r cr '4 13 R.: 5Yf). k ; 1 ••••: Y (— -T- 1 1 1 i V E E ROM STA-v,i STA TOTAL LENGTH OF EXCEPTIONS FEET Rd 15500 TOTAL NE T LENGTH OF PROJECT 3566.7 FEET 0.676 MILES -,: st 1 — GEROLD C. STROBEL E 1088 NI. 1 AS BUILT PLANS WE:RNER WERNER WE.RNER WE:RNER A.F_.II H.P.M. ROBERT BORCHERS ROBERT RUXTON Sta. 88 t 42 End Project No M-5508(2) End Construction APPROvE t: DE P 11 -2¢ DIRECTOR i NG;Ni EKING DIRECTOR - STATE ENGINEER CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION 11/30/88 11/30/88 86 CO. CO, CO. CO. PROJECT N2 SHE€ T N4 M - 5508 (2) b. CONTROL N° 40497A • CONTROL N° I■ OONTROL N2 R/ /4 Jan. 87 CO z 9 April 87 5 23 June 87 985 S"ANSARD SPECH :CAT IONS FOR ON, AS APPROVE ,m< THE FEDERAL .^-,N9 -HE S-ECPROVISIONS c r i QCT CONSISTS OF GROUPS NELLUDED 1986 8660 907 3 c E-4 0/0 O 0 LRE NCLUDED 13 000 1355 U S DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED For DIVISION ADMINISTRATOR DATE.` .1* R.O.W. Natural Ground TYP/CAL CROSS - SECTION OF /MPROVEMENT Lateral Obstruction Clearance 6'-0" 4 ILO" 4' 0" 410" ... Max: : Vanes AA: 3% Slope 1 3% Slope , 7Conc. Sidewalk 1 .. Shoulder Construction 13`_0' 6" Subgrade Preparation Fill Section Loterc Obs -t ic—t e- -G-eoreRce 35 -0" Varies 4'- 26 - 0" Natural R3 LATERA L OBSTRUCTION CLEARANCE 41-0 Varies Conc. SidewalkSlo e Ground/ 3% Slope ! vanes Shoulder Construction -Letcrc' -Obstr-�ue-t4en- -GI•ee ra-nea- �3 R.0.W Natural Ground .3-0 ► LATERAL OBSTRUCTION CLEARANCE VARIES 5'-9 3/4" Conc. Sidewalk • r. . 4 -0 II -9. -Slope i3%Slopt. ;Varie. 34- 3 3/4' Conc. Pavement 12'- 4 3/4" Varies egrc' Curb H'-2 V2" Varves 002/ft. Q Street A. 52'168" Conc. Pavement w/integrai Curb i2'-0" c. Profile Grade 35-0" Varies 261-0" 14'-0" 0.02'/ft. Existing 1 Pavement Rertove THROUGH HIGHWAY STA. 52t 88- STA. 68+45 Street Ari -1 Imprinted Concrete Median Surfacing '4- 4 i/211 w4'--4 I/2" .. Max. Vanes 006'/ft 0.061/ft ^-,2,77.:-__-...:7.-----_,--,--,1 • 6" Subgrade Preparation -34- 3 3/4 12'-0 6" integrai Curb Shoulder y::e:__ Construction 4" Foundation Course (Regular) { 6" Subgrade Preparation CO2'/ft Longitudinal Joint 34'-3 3/4" 8" Conc Pavement I - 2 I/2" Varies 0.02'/ft. Lateral Obstruction Clearance 61-0" 41-0'` 41-0 41:-,-.0.11Max. Vanes.3°/ Slope j SS‘o'e �--es L 31-0" 4" Foundation Course (Regular) 12' -4 3/4" Varies -R.0.W Natural Ground Ste68t45 . Conc. Sidewalk Snoulder Construction Cut Section U-L-ete•a LATERAL 3kia`.rae.yl 08STRUCTION o.et�reree CLEARANCE ' 6t 6' -0 Jar es Conc. Sidewalk 6" Integral Curb„ 3%Slope (Max) I THROUGH HIGHWAY STA. 68+45 - STA. 70# 65 I Street 0.01'/f t. 41. 0.4 L-A r 5." 56' 8" � ) 5-7` -8" Conc. Pavement w/ ntegrai Curb '-erg_. Profile Grade 001'/ft 4" Foundation CoJrse (Regular) THROUGH HIGHWAY STA. 70+65 - STA. 88+42 -28 -611- 28'-0 0.02%ft I" Longitudinal Joint -0 LATERAL OBSTRUCTION CLEARANCE R.0 v^v. Natural Ground Shoulder Construct on 4 atere ©bstruet en-- iee encc VARIES t ip. - . —.- Integral Curb -' � .- 5- 9 3/4" Conc. Sidewalk y 3% Slope (Max.) Lc.Igitudinal Joint .31-0 R.0.W -- Natural Ground I r NOTE, itis° refer to Standard plan Numbers 3O, -R3, 303, En 331 -R I Shoulder Construction South Pro2ertj Line Sta. 70t 65 4' ED ROAD Jry N' 7 PROJ. LC S'KE' Al- 5508 (2) 2-T, 23 June 87 $ *0 1 N�'� .2-3/e /'2O' North Property Line GRADING ITEMS GROUP I ITEM • COVERCROP SEEDING 'MOBILIZATION 'CLEARING & GRUBBING TREES -OVER 12 TO 24 INCHES IN DIAMETEF•: CLEARING & GRUBBING TREES -OVER 24 TO 36 INCHES IN DIAMETER ,CLEARING & GRUBBING TREES -OVER 36 TO 48 INCHES IN DIAMETEF•: 'CLEARING & GRUBBING TREES -OVER 48 INCHES IN DIAMETER 'GRUBBING STUMPS -OVER 12 TO 24 INCHES IN DIAMETER 'GRUBBING STUMPS -OVER 24 TO 36 INCHES IN DIAMETEF: 'GRUBBING STUMPS -OVER 36 TO 48 INCHES IN DIAMETEF. GRUBBING STUMPS -OVER 48 INCHES IN DIAM. 'GENERAL CLEARING AND GRUBBING 'EXCAVATION (ESTABLISHED QUANTITY) 'WATER,APPLIED REMOVING PAVEMENT REMOVING DRIVEWAY 'REMOVING WALK REMOVING COMBINATION CURB & GUTTER 'GRAVEL FOR TEMPORARY SURFACING E-bakyen: wit _p.n State R.C.n. --„- intiuding driveways which will receive Concrete pa':e:ne -ng roads, ---..r , temporary roars an.: driveways wh.c.. receive paveaen: Embankment of which wili surfaces Embankment of dr ways not t') Oa ..r. ape QUANTITY UNIT 0.000 1.000 0.000 11.000. ACRE: LUMPSUM EACH 0.000 moo-- ' EACH 0.000 tr000- . EACH 9,OoO 4.000 . EACH 1.000 ' EACH 9.000 1.000• EACH 0.0041 ¶.000 EACH e.000 1.000. EACH 4.000 . EACH 5858.000. 0.000 00.000 1 San. /9 17625.000 </227.3We a897V.• 79 20120.000 2992.600 3575.000 a.9a. 000 SOC. 00 CIAS3 _-: (See S;:et__.- ._.... _.. _ ISIS:. c�fi.; f?'•�:� Silt-CLay Upper 3' CU YD M GAL SQ YD SQ YD SQ FT LIN FT CU YD PERCENT M31ST DENSITY A: .._stns groat- 95 \::. er 1. p :hs S;__ 3' :00 1! i ., . 100 A: cep:hs great- 95 '1t... .._... cast... 95 `i.r.. 100 :4i.. Subgrade Pre^.,dr.,:;on,_ S i.;.- (Concrete Pavemen:; Subgrade Prrrar,., .. (Flexible Pave:.?-- Founoaton Course (Re9c49, ) Silt -Ci • i c s. :de 100 ... . . ... . . . . . . . . . . /00 Min ** Moisture as necessary to ootain densis:•. * * * * * x x x x y x 0, (Sec S;:xifir.._ior. 0;:..-3 (See Specifcafons) R/ SUMMARY OF QUANTITIES PAVEMENT ITEMS GROUP 3 ITEM 'SODDING 'BARRICADES, TYPE III 'INSTALLATION OF PERMANENT SIGNS MAINTENANCE OF PERMANENT SIGNS 'MAINTENANCE OF TEMPORARY SIGN..' • REMOVAL OF PERMANENT SIGNS • FLAGGING FIELD LABORATORY. TYPE 'B' .MOBILIZATION • INSTALLING TIE BARS ' CONCRETE BARRIER CURB • CONCRETE SIDEWALKS 8" CONCRETE IMPRINTED MEDIAN SURFACING 'CONCRETE DRIVEWAYS • CONCRETE PAVEMENT PATCHING. TYPE '8' CONCRETE PAVEMENT CAST IRON COVERS, FRAMES & FLANGES ' ADJUSTING MANHOLES TO GRADE ' RECONSTRUCTING MANHOLES ASPHALTIC CONCRETE WATER. APPLIED • SHOULDER CONSTRUCTION • SUBGRADE PREPARATION FGt;" 10,47,Oi, COURSE (REGUCHR) • Comas NAT I0N co/sicRare Guggeat rTER /.nC AT/NF+ Lei .9re.2n7A/.t/ ,. s,q • Suge;e//OE Co ec QJTe 3Ai'..R.t Lr k. Co.& a AkoD'Gee° Nom PA,2T/c /6972W, 395.Spo 2.6,;77, 75 (R R3 C2� QUANTITY /8,39 500 UNIT SQ YI) ` .923, cno 5660.000 BARRDAY 89a.760 1092. 00 7/ 6.23" 9o0 04076.000 SQFTDAY f73 eh- aoo EQ FT 2a f 000 SQFTDAY 90/.760 1012.000 SQ Fi /_000 Sc.000' DAY 1.000 • EACH 1.000 S73. 00 534.0 0 37)33"?a- 2 433.000 77.1.64.P9 0 456. 00 0 ."?920.2 3 1047.000 0.000 76. 0 SQ YD P-? -rQ90 2305 7, 52- 23014.00t- SQ YD /955; 000 3130.000 LB a • ooa 6. 0 EACH 3.000 LUMPSUM EACH LIN FT S0 FT SQ FT SQ YJ) 4573/0 76.000 -91. 9O. 000 1 737 444\W -03;) 250 3. 00 CO.B. 6303:'000 742 N3•oo� a03.000 4/N. F.7- /, Opo Ci3e: /.0°0 E/9cH a 77. /O0 )-,/N Fr EACH TON M GAL STA E0 YD TON =/J.STA.c.c. AT/a N of % R//)/9n)ENT 5/64/S 95.5:00 Nol PA,PT/c.GyfN6 .QEjr)o VA /- of Pa-kinANEn/T S/6/Us 96-. So sem. Fr. CULVERT ITEMS GROUP 4 ITEM • CURB STOP AND BOX , WET TAP CUT -IN 1' COPPER WATER SERVICE S/2' COPPER WATER SERVICE • 2' COPPER WATER SERVICE ' METER PIT - COMPLETE . MEr.R Pir - ComPAcre- LAST IRON FITTINGS, M.J. RE() SED 4' WATER MAIN PIPE • 6" WATER MAIN PIPE • 10' WATER MAIN 4' GATE VALVE. • 6' GATE VALVE, PIPE M.J. M.J. ?2 9/. OOb • 10' GATE VALVE, M.J. ' 5' PUMPER HYDRANT. M.J. ' 4" ANCHORING COUPLING REMOVING CURB STOP AND BOX ' REMOVING PUMPER HYDRANT • REMOVING WATER METER PIT • MOBILIZATION ' REMOVING INLET;: ` CAST IRON COVERS & FRAMES ' CAST IRON COVERS, FRAMES & FLANGES MANHOLE NO. IR No. 1 MANHOLE: ' NO. 1R No. 2. MANHOLr NU. ?R No. 3 MANHOLE NO. AlR No. MANHOLE NO. R No. 5 MANHOLE NO. 6R ' No. MANHOLE. NCi. 33 MANHOLE NO. 33A MANHOLE:. NO. 3f• MANHOLE. NO. 37t MANHOLE NO. 'SUR ' No.'Yo MANHOLE NU. 4• MANHOLE NL, 4:-. MANHOLE NO. 44 MANHOLE NO. 4; MANHOLE Na 46A 82-7 3 . sao M-5500(2) Ri /4 Jan. 57 ® 23 June 87 QUANTITY UNIT 67. 000 /6. 0 00 11.000 26°S.700 7. oco 23.000 256.600 2E1 -t -'pet L000 3.000 EACH 0.000 6Aoy EACH EACH LIN FT LIN FT LIN FT 2.33. 80o 111.0 LB LIN FT 295:95o .149-19e6- LIN FT LIN FT EACH EACH EACH EACH EACH EACH 9.000 EACH i` 0.000 EACH 1.000 LUMPSUM 3590.goo 3460.000 6.000 5re-et /6.000 12.000 17.000 9.000 0.0O0 o . 000 4.0 0 5/y. 000 54.000 . 00 0 16.000 EACH _-} G0. 30 70, one 2750.000 LB l _: 155.000 12155.000 LP 1.000. EACH O.Ooo EAcy 1.000. EACH 0.000 EAcy 1.000• EACH [5.000 EAcH 1.000. EACH o.°00 .EACH 1.000. EACH 0.00° EAcH 4.000• EACH o .000 EACH 1.000. EACH 1.000 . EACH 1.000 . EACH 1.000. EACH 1.000: :.EACH 0.000 Eget' 1.000, EACH 0.000 1.000 EACH 1.000. EACH 1.000• EACH /, 000 EAC N OEPARTMENT OF ROADS. SEA'S OA NEORASXA ly 49 TYPES OF ASPHALTIC OIL TO BE USED TACK coATss.l.ss-Ih. css-1 oR cs,-1h GRADE OF ASPHALT CEMENT TO BE USED 8S loo ['EN. GRADE: AASHTO DESIGNATION M 2u amended co prcvtdr ui.t; vncosttV shall nOt be less than 800 Pones a[ I40" F. • OR AC. I0 VIS. GRADE• AASHTo DESIGNATION ,M 22i 6 CULVERT ITEMS GROUP 4 ITEM • CURB STOP AND BOX , WET TAP CUT -IN 1' COPPER WATER SERVICE S/2' COPPER WATER SERVICE • 2' COPPER WATER SERVICE ' METER PIT - COMPLETE . MEr.R Pir - ComPAcre- LAST IRON FITTINGS, M.J. RE() SED 4' WATER MAIN PIPE • 6" WATER MAIN PIPE • 10' WATER MAIN 4' GATE VALVE. • 6' GATE VALVE, PIPE M.J. M.J. ?2 9/. OOb • 10' GATE VALVE, M.J. ' 5' PUMPER HYDRANT. M.J. ' 4" ANCHORING COUPLING REMOVING CURB STOP AND BOX ' REMOVING PUMPER HYDRANT • REMOVING WATER METER PIT • MOBILIZATION ' REMOVING INLET;: ` CAST IRON COVERS & FRAMES ' CAST IRON COVERS, FRAMES & FLANGES MANHOLE NO. IR No. 1 MANHOLE: ' NO. 1R No. 2. MANHOLr NU. ?R No. 3 MANHOLE NO. AlR No. MANHOLE NO. R No. 5 MANHOLE NO. 6R ' No. MANHOLE. NCi. 33 MANHOLE NO. 33A MANHOLE:. NO. 3f• MANHOLE. NO. 37t MANHOLE NO. 'SUR ' No.'Yo MANHOLE NU. 4• MANHOLE NL, 4:-. MANHOLE NO. 44 MANHOLE NO. 4; MANHOLE Na 46A 82-7 3 . sao M-5500(2) Ri /4 Jan. 57 ® 23 June 87 QUANTITY UNIT 67. 000 /6. 0 00 11.000 26°S.700 7. oco 23.000 256.600 2E1 -t -'pet L000 3.000 EACH 0.000 6Aoy EACH EACH LIN FT LIN FT LIN FT 2.33. 80o 111.0 LB LIN FT 295:95o .149-19e6- LIN FT LIN FT EACH EACH EACH EACH EACH EACH 9.000 EACH i` 0.000 EACH 1.000 LUMPSUM 3590.goo 3460.000 6.000 5re-et /6.000 12.000 17.000 9.000 0.0O0 o . 000 4.0 0 5/y. 000 54.000 . 00 0 16.000 EACH _-} G0. 30 70, one 2750.000 LB l _: 155.000 12155.000 LP 1.000. EACH O.Ooo EAcy 1.000. EACH 0.000 EAcy 1.000• EACH [5.000 EAcH 1.000. EACH o.°00 .EACH 1.000. EACH 0.00° EAcH 4.000• EACH o .000 EACH 1.000. EACH 1.000 . EACH 1.000 . EACH 1.000. EACH 1.000: :.EACH 0.000 Eget' 1.000, EACH 0.000 1.000 EACH 1.000. EACH 1.000• EACH /, 000 EAC N OEPARTMENT OF ROADS. SEA'S OA NEORASXA ly 49 CULVERT ITEMS CONT. GROUP 4 ITEM MANHOLE NO. 48 MANHOLE . NO. 50 • • MANHOLE NO. 52 MANHOLE NO. 55 MANHOLE NO. 57 MANHOLE NO. 57A MANHOLE • NO. 60 MANHOLE NO. 63 MANHOLE NO. 6e> MANHOLE ' NO. 67 • REMOVAL OF EXISTING SEWER PIPE •EXCAVATION FOR SEWERS 'EXCAVATION FOR INLETS AND JUNCTION BOXES ,CLASS '478' CONCRETE FOR INLETS AND JUNCTION REINFORCING STEEL FOR INLETS AND JUNCTION BOXES BOXES '18' REINFORCED CONCRETE SEWER PIPE 24' REINFORCED CONCRETE SEWER PIPE •27' REINFORCED CONCRETE SEWER PIPE 18' ROUND EQUIVALENT REINFORCED CONCRETE SEWER PIPE '4' CLAY SEWER PIPE 6' CLAY SEWER PIPE •8° CLAY SEWER PIPE ABANDON MANHOLES CONCRETE FOR COLLARS CONCRETE FOR Piet cOLVERT PLUGS QUANTITY UNIT 1.000/ EACH 1.000 ' EACH 1.000 - EACH 1.000 • EACH 1.000 • EACH 1.000 . EACH 1.000 • EACH 1.000 EACH 1.000 EACH 1.000 • EACH Pel%8m 131^ 000 's1T6.000 5466.000 3ti.o00 347.000' 62.8vy 67.610 46,39.000 2.S''-aoo 2641.000 89a•000 097.000 L/2.000 60.000 2 30.9oo 177.000 7te / 3o51 900 006.000 -6 / z_.o o 69/.300 2su.0vv /66/.000 1659.000 4.000 1.270 .aoo 6" s+3A7L-R/f✓AiM PIPE REo,sap , Due,•ri'e IRON /OM &JATE,Q MA/t7 PIPE REU1sED SDuct It,E let% WA7-k St;iev/cE A/NE Bovein/6 • AOJvsr zv��r ':o cRAOE S7/9, 881-9e 2r REinlro,eci,✓c S`, -6E C Ire) 4" Co,c,C/9,E'.5 S. P. 5. P. LIN FT CU YD CU YD CU YD LP LIN F7 LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT EAcN CU YD CU YD �JV.VVCJ NN.1 ' 263.Sco _<,N,_FP 115.Soo 4.44.pr r 90.000 .c�n1.FT sAcd /EACH )$,000 /13-5 1 SUMMARY OF QUANTITIES �# 1 ELECTRICAL ITEMS GROUP 8B ITEM • PULL BOX, TYPE PB -1 • PULL BOX, TYPE PB -2 . TRAFFIC SIGNAL, TYPE TS -1 TRAFFIC SIGNAL CONTROLLER, TYPE TC -2 • TRAFFIC SIGNAL CONTROLLER, TYPE TC -2S • PEDESTRIAN SIGNAL, TYPE PS -1 • PEDESTRIAN PUSH BUTTON, TYPE PPB • VEHICLE • VEHICLE • VEHICLE DETECTOR, TYPE TD -3 DETECTOR, TYPE TD -5 DETECTOR, TYPE TD -5A 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 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-8 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-15 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30 30-1-& -15 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-10 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-15 MAST ARM SIGNAL POLE, TYPE MP -35 • LIGHTING CONTROL CENTER, TYPE 'R' • 1 1/2 -INCH CONDUIT IN TRENCH (METALLIC) 1 1/2 -INCH CONDUIT IN TRENCH (NONMETALLIC) • 2 -INCH CONDUIT IN TRENCH (METALLIC) - 2 -INCH CONDUIT IN TRENCH (NONMETALLIC) 7 CONDUCTOR 414 AWG TRAFFIC SIGNAL CABLE 12 CONDUCTOR 414 AWG TRAFFIC SIGNAL CABLE • 2 CONDUCTOR DETECTOR LEAD-IN CABLE GROUNDING CONDUCTOR SERVICE CABLE STREET LIGHTING CABLE, NO. 8 BARE STREET LIGHTING CABLE, NO. 8 USE TRAFFIC SIGNAL REMOVAL AT LEXINGTON RELOCATING LIGHTING UNIT RELOCATE LIGHT POLE, TYPE SL -1 REMoVG RELOCATE COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, CMP -40-1 2 COMBINAT/ON MAST ARM SIGNAL AND 1.165477146Po-6,7WPc CM 25-/2 • STRUT <,tW Tai L un1/7' SG -4-90-6-0.25R 0 29 April 87 QUANTITY UNIT /5. 0oO R� 13.000 000 EACH 6/. 000 Rz 4.000 EACH 16.000' EACH 1.000• EACH 1.000• EACH 16.000• EACH 8.000' EACH ® k'.000 EACH 3.000 1.000 EACH 1.000' EACH 1a.oao • 15.000 EACH 11.000• EACH 3.000' EACH 5.000• EACH 2.000• EACH 1.000. EACH 1.000• EACH 1.000' EACH 1.000' EACH 1.000' EACH 1.000 • EACH 1.000' EACH 3.000, EACH 13'78• Soo 1167.000 LIN FT 173c.co0 1026 000 LIN FT 567.500 28y.o00 33/2•Soo 3616.000 /058s00 702.000 37.0,00 RL 507.000 /J92.0 0 930. 000 000 716. 6083. Soo 5774.000 1382✓ Doo 11500.000 RE&ocgrE Coma/AIATam! MASY ARM 516 n1A1. ANO A/roHriAld Poi -E1 CMP -Yo -/2. • LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT 1.000• EACH .000 1.000 EACH 1.000• EACH 1.000 EACH /.000 SA0/ 3.coo EAc y 0. occ, EAc DEPARTMENT OI ROADS *TATE OF NEBRASKA IM *.6* M-5508(2) C J 2 ELECTRICAL ITEMS GROUP 8B ITEM • PULL BOX, TYPE PB -1 • PULL BOX, TYPE PB -2 . TRAFFIC SIGNAL, TYPE TS -1 TRAFFIC SIGNAL CONTROLLER, TYPE TC -2 • TRAFFIC SIGNAL CONTROLLER, TYPE TC -2S • PEDESTRIAN SIGNAL, TYPE PS -1 • PEDESTRIAN PUSH BUTTON, TYPE PPB • VEHICLE • VEHICLE • VEHICLE DETECTOR, TYPE TD -3 DETECTOR, TYPE TD -5 DETECTOR, TYPE TD -5A 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 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-8 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-15 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30 30-1-& -15 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-10 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-15 MAST ARM SIGNAL POLE, TYPE MP -35 • LIGHTING CONTROL CENTER, TYPE 'R' • 1 1/2 -INCH CONDUIT IN TRENCH (METALLIC) 1 1/2 -INCH CONDUIT IN TRENCH (NONMETALLIC) • 2 -INCH CONDUIT IN TRENCH (METALLIC) - 2 -INCH CONDUIT IN TRENCH (NONMETALLIC) 7 CONDUCTOR 414 AWG TRAFFIC SIGNAL CABLE 12 CONDUCTOR 414 AWG TRAFFIC SIGNAL CABLE • 2 CONDUCTOR DETECTOR LEAD-IN CABLE GROUNDING CONDUCTOR SERVICE CABLE STREET LIGHTING CABLE, NO. 8 BARE STREET LIGHTING CABLE, NO. 8 USE TRAFFIC SIGNAL REMOVAL AT LEXINGTON RELOCATING LIGHTING UNIT RELOCATE LIGHT POLE, TYPE SL -1 REMoVG RELOCATE COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, CMP -40-1 2 COMBINAT/ON MAST ARM SIGNAL AND 1.165477146Po-6,7WPc CM 25-/2 • STRUT <,tW Tai L un1/7' SG -4-90-6-0.25R 0 29 April 87 QUANTITY UNIT /5. 0oO R� 13.000 000 EACH 6/. 000 Rz 4.000 EACH 16.000' EACH 1.000• EACH 1.000• EACH 16.000• EACH 8.000' EACH ® k'.000 EACH 3.000 1.000 EACH 1.000' EACH 1a.oao • 15.000 EACH 11.000• EACH 3.000' EACH 5.000• EACH 2.000• EACH 1.000. EACH 1.000• EACH 1.000' EACH 1.000' EACH 1.000' EACH 1.000 • EACH 1.000' EACH 3.000, EACH 13'78• Soo 1167.000 LIN FT 173c.co0 1026 000 LIN FT 567.500 28y.o00 33/2•Soo 3616.000 /058s00 702.000 37.0,00 RL 507.000 /J92.0 0 930. 000 000 716. 6083. Soo 5774.000 1382✓ Doo 11500.000 RE&ocgrE Coma/AIATam! MASY ARM 516 n1A1. ANO A/roHriAld Poi -E1 CMP -Yo -/2. • LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT 1.000• EACH .000 1.000 EACH 1.000• EACH 1.000 EACH /.000 SA0/ 3.coo EAc y 0. occ, EAc DEPARTMENT OI ROADS *TATE OF NEBRASKA IM *.6* cet FED. ROAD DIV. NO. STATE . FED. AID . PROJ. NO. SHEET NO. 7 NEBR. M-5508 (2 ) Scale /"=SO' t Oka X14 sts0,orm0480:00:44,4000'• 00-0— .446r;;60:44.44iffr.4S13.1"..,.ote . 4o,441421214.41444R40.--: • • .1$$S.0 0 00 t?, emb :4"i:hite8104411414,0,0:: 2:7 STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE FLIGHT NO. SCALE FED. ROAD DIV. NO. STATE 7 NEBR. FED. AID PROJ. NO. M- 5508 (2) SHEET NO. 2-A2 Scale / "= 50' STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE FLIGHT NO. SCALE FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. M-5508 (2) 2-A3 Scale 1" =50' a «AZ.Q.ra:;„6.•=1, 71. „Af.:,,,ez,ri:ith 'vr?` uz....z.s,igs..ARAMizseussm48¢:sso.:nx::::emamo oggire,,gokaleitigiNik. STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE FLIGHT NO. SCALE KEEP 4""i .]LEFT ROAD CLOSED T0. TNRU TRAFFIC RI! -4 ROAD CLOSED AHEAD LOCAL TRAFFIC c.'& RII-3 W20- IA W20 -3A vV20 -2A WI -7 M4 -10L M4- IOR DETOUR M4 -9R DETOUR M4 -9L [DETOUR] 1 t ---J M4 -9 M4-8 DIMENSIONS 60" x 30" 60" x 30" 48" x 48" 48 x 48" x 48" 48" x 24" 48" x 18" 48"x18" 30" x 24" 30" x 24" 30" x 24" 24" x 12" PHASE I REQUIRED QUANTITY DETOUR SIGNING PLANS SUMMARY OF MINIMUM REQUIRED QUANTITIES PHASE II REQUIRED QUANTITY 8 10 I400'- 1 5 I Block - 5 2 2 3 2 3 5 3 1 1 1 4 6 3 3 14 8 6 2 R1-1 RI -3 NO PARKING R7 -I6 [NORIGHT) TURN J R3 -1P R3-2 NO LEFT TURN R3 -2P OINB387 PHASE I PHASE IC REQUIRED REQUIRED DIMENSIONS QUANTITY QUANTITY 30" x 30" 2 12" x 6" 4 12" x 18" 16 10 24" x 24" 24" x 18" - I 24" x 24" 3 24" x 18" 3 24" x 30" 3 2 t D S_; 30" x 8" 15 Special Sign No. 4 fl (E 300 \ Type 8 Zig1/2/ ROAD CCNSTRUCTCI AHEAD r rEn DETOUR 4/• NO PARKING NO PARKING 3, Type .17 8.,Bf'rfr/codes w/ Type A 191/2/s, Z eo ROAD CLOSED LOCAL TRAFFIC ONLY NO PA`t,'.11u •--2 Type r, 8 :arncades w/ Type T. '_igh•s 2 ea. ROAD CLOSED BLOCK AHE;; LOCAL TRAFFIC ONLY H DETOUR SIGNING PHASE I SHEET DETOUR .i 5- 'g AO [r,tK NG 3• =' --------------- I'. NO DETOUR NO PARKING I + PARKING 2, Type ///, 8'„Barr/cadets' w/ Type A li9h/s, Peer. ROAD CLOSED TO THRU TRAFFIC NO PARK: /rr i DETOUR NO PARKING DETOUR 5• ng NO R RKING A 2) Type LS 8 Barricades w/Type A Lights, 2 ea. ROAD CLOSED BLOCK AHEAD LOCAL TRAFFIC ONLY Tpoe 111 8' 80r7ieades w/ Tpoe A Ziyh ts, 2ea. ROAD CLOSED TO THRU TRAFFIC NO I>APK'NG 7 MSS08 2-,vz IOmit Existing Stop Sign 1 DETOUR I i . ei'.i:ng NO FAKING NO PARKING NO PARKING Omit Existing Stop Sign _2, Tyoe IIT 8' Batneades w/ 7 -me A Liy/i/s, 2ea. ROAD CLOSED TO • THRU TRAFFIC NO PARKING 2, Type ,EI 8' Barricades w/ Type A Lights,2 ea. ROAD CLOSED —1 I BLOCK AHEAD I LOCAL TRAFFIC ONLY NO PARKING '= lagged C li E10I)[i' 2, %yoe III 8' Barricades w/ Ty/oe A /igh fs, Zea. ROAD CLOSED TO THRU TRAFFIC Scale' J Va0 Ex i ti g NO PARKING 2, Type 111 8' Barricades w/Type A Lights,2 ea. L RDAD CC`iSTRI CTION AHEAD F �- J 30C DETOUR o-nit-aistinie� Stop S c DETOUR Om + E dst:ngl Stop Sign 300 ' -, Type IZT 8 ' Barricades w/ Type A ((Oils, 2 ea. ROAD CLOSED TO THRU TRAFFIC DETOUR SIGNING PHASE DETOUR j DETOUR �+__�I 1 N NO PARKING s " 4 r NO PARKING NO PARKING 4, Type _ E Lights8' Barric, 2 ades ROAD CLOSED T0. THRU TRAFFIC gcla' DETOUR 1 is 'ARK•NG jrd Setter' /, Type III 8 Barricades w/TiyoeALyhis,2ea ROAD CLOSED I BLOCK AHEAD LOCAL, TRAFFIC ONLY DETOUR Ilk RCA;) CLOSED I BLC.;K AHEAD LOCAL T"AFF1C C'CY Type 8 2iyhf ROAD CLOSED AHEAD '2ND ST 1, Type D7 8' ,Barricades w/ 7j/pe A 2iy1/27's , 2ea. Ex.,.s..n5 DETOUR l Ex'shna NO PARK:NG wagged .._ 2 0 m 7 M55 8(2) 2-N4_ -`2 Post on traffic signal arm in turning kine 2 ND ST DETOUR NO PARKING c.xIst..nc) NO PARKING 1, Type III 8' Barricades w/Type A _,ghts, 2 ea ROAD CLOSED I I BLOCK AHEAD • LOCAL TRAFFIC GWLY Z d Street "Jr- •___!_,..", e- 5, Type a8'Barr/caries w/ Type f2Lighfs, ?ea (ARens firk,✓,, Lc ...... 3, Type TIL 8' Barricades w/Type A Lignts, 2ea. ROAD CLOSED TO THRU TRAFFIC NO PARKING DETOUR 3, Type r 8' Barricades /'Type IL, L!ghts,2 ea.A ROAD CLOSED T0. THRU TRAFFIC i 3 l_& /, Type 1/1 8' Barricade w/ Type A Liq»/c, Zee. (Ailey) 4, Type III 8' Barricades w/Type A Lights, 2 ec f - ROAD CLOSED TO THRU TRAFFIC j /, rpe U1 8 ' Barrieades w/ Type A bpi's, /ea. — ROAD CLOSED 1 BLOCK AHEAD LOCAL TRAFFIC ONLY .f NO PARKING I NO °� PARKING DETOUR 3, Type II 8' Barricades w/Type A Lights, 2 eo.\ ROAD CLOSED TO THRU TRAFFIC _ILt \ NO PARKING r NO 1 PARKING /11. A f r' 1 i', NO RIGHT TURN `sagged 2, Type III 81 Barricades w/Type A Lights,2 ea. • (alley) c • w 1 F lcggeo 2r��STI DECUR� rat —7 RIGHT Faggea 2 ND:S 1 [DETOUR toole 2 ND SlT [DETOURR n I--- - - 41 Post on traffic signal arm in turning lone Ye 7/-'- •-::OG' 1NO LLFTKEEP TURN - 2 ND CT 2, Type I¢ 8' Barricades w/Type A Lights, 2 ea. (Alley) ROAD CLOSED TO THRU TRAFFIC_ 3, Type Il 8' Bar :codes w/', ype A Ughts. 2 ea. 1 s' i/tee f 1. Type DI 8' Barricades w/ Type A Lights, Zea. ROAD CLOSED !BLOCK AHEAD LOCAL TRAFFIC ONLY 3, Type 277 8'25arrisades w/ Type A L 9h/s 2ea. ROAD CLOSED TO THRU TRAFFIC 0 0 M Flagged DETOUR S T i I DET.'i I I 2,T pe :i 8' Barricades w/Type A Lights,2 ea in turning lane. /. Type 111 8'8arrica/es w/ Tpe A Zigb/s, tea ROAD CLOSED T0. THRU TRAFFIC D-1,70 S T --- DETOUR 0 0 m NO LEFT TURN 2ND ST KEEP LEFT Type NO LEFT TURN 2 ';D ST ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED AHEAD 2 ?JD ST KEEP LEFT z —1 060 o w z z L 10w 0. 80 0 z z Sec. I /7 N., K. /0 kt/. The location of o// aerial and underground utility facilities may not be indicated in these plans. Underground utilities whether Indicated or not will be located and flagged by the Utilities at the request of the Contractor. No excavation wil/ be permitted in the area of underground utility focililies until al/ such facilities hove been located and /den/Med to the satisfaction of ail parties. The excavation must be accomplished with extreme core in order to avoid any possibility of damage to the utility facility. • 7 _t 11..11_19.5.ET II I • hot girl MP' eiranirmar • ''''',11111111111=1•11•1111 1 L it 'The Contractor will be required to furnish waste. areas for excess excavation on this project. 1 The Contractor will not be required to furnish Borrow on this project [be Contractor may obtain shoulder material from excess excavation. PI = 571a. 504E5 Elee/H3.4C v0 4&XY I I I I I I I I I I I e$ I Sr,. 4'I°6 noPE„teirr STA. 5"(42-t35 41.6-11, /73d. ar 40 ---;40.6087°70: 35 30 25 Daium 4344 frl taS Ste 52t883 W 2nd Sid Begin 8" Cone. Pavement T.P. • Sto 52'753 W: 2nd SI. 8e9M Protect M- 5508(2) N 0 c) fl94 Ks9 tn; ' •'. - NO; 1/4.4 ki. ‘ri tri m I 50 .5/ -Lir' Itrc• !4\ L.N tel 52 -0 N M M 53 1 1 L et— --ditLMINNI•atPmmra MIL L SE Cor House Center MH Lid it/E. Cor Ranter Dutton Lainson I I It • I I III el I aMitirl Fiji Mar a ;1111 g CO° 03 gt. SE Bldg. Cor NE. Cor ocrrav CA/N5ON 417 (1) N// 3/dg. Cor RR Spike ki (.1 -"Ftat- _itouriparrdawat LLa. atilt inirar ,m% 111111111111111 / P 54#o0 ckv= 34/77: • vc.---loo' — -4 IM IA /11.W., ear CoueR om;._ &LE BASE Jz/gr .a/1. kn et- P.: vc-itt) i 54 55 a % 56 =mom N't c(‘Yell 57 0 Lo 58 )M1111•11111k. 41 1• / 03 (bisft (mamma - a, • 7- Slag 721 3 Sec. /0, 7:7 All K. /0 W. 03 L 0 Pt =5i½875 //// -411111111111M111. 03 7 5.E. gAie1Eof CoRnlEg Of 81.-04 t4.1•3• CoRNER el -Oe • NA/I, jpJ Re. Excavation = 5858 Cu Yds. Embankment = 0 Waste = 5858 Cu. Yds. Scale. am* 8 R -5 -pike -h, nop lige faltunori- ScaVe: L"-,_501 Horz chid 221d E = /"'5' /ert. P • Siza. 6:Z 't 29-5 M effi 4I 3A I sn... Rosr 57:1. 60i1/51 lie 6'ofr Ehav, /935.35, Ize.= roc' 5 Z65 ‘! 40 35 30 85 Q. 59 -.<••••. 1)--• tci cc\ m (00 - - qz'li) c,6 o vi 61 M ^. ' N - \ ;11 62 •4,:1 0. bet tn 1/4-1 eft o-; ..; 1. .v. Ists ,4`4\ E5 4 1- tr) 64 - PLATE t Pl.nN•PROFILE p ;1 STANDARD EuGE: D.ITZGE;;\; Ct. 4 NOTE BOOK 0 z J ILL. 0 NOTE BOOK 0 z Sec. /Z, r. 7 M., R. ro Pt/ S. E. cogA) e.coc. S.W. CofNE2 84-06. ee/cc ca,usL oa 84.06. 57A. G6a-62 *q ier ear o,., 6AS 57A. 67taq •Y/'RT 2 #71//1///ll v /__ ///L//// i Ei /� it 77772 /_ - *7/ _ I/7 . _ _ .. - - ///)///77 -, NAIL in) 4561. PtIVE STA.7271*4,471 97'Lr N414. inl ASP+/• pgt,c.oT .rrA. 70442. 58 ' RT eo.T, HCl SE Bid; Sign os SW Bide Sec. rZ r. vv., R row. Cor 7 M-.53:08 (21 9- � I I iscr7. r-75) 5.W . Co24J64 o f 8.1-06 NAK. /nJ j9sP/d ,42tLor 5TA• 721-9't 55 Air Pr 5E Cornea. 11 aro& S.W Corner a/o6 ceuTEE of ,4•et.).Bo.cr ATBAS‘ of S/6n/ ,ojr Sca/e : /"= 50' emits- STA. / sr STA. 72t 5/ 79 Cr Cek/66s 41E.) NEXT Tc 5` f i to .Ed, 1937,72r 0/11 #10 RR . pike Xu PE. NE Co✓. N Dliyys dnrl PC5 E/ev. /938.73 Pt.= 57` 7/,` Frey = 3780 VC: =CIO' 3M _BM 4 5$ 54 . 73+60 3q ter Boer ro oE2 ,GHr PoX� LCeu, .1 i3T 66 1/ Too of'yellow base of Doub./e L ght.P. approx. I/O E. £ N. Saunders and 2.111 diad 30'RighLINE. Co/.) Ele". = 193Z.G2 AAsE Sta.'15+50 ley. =: Z� yc.=roci 40 35 30 25 DthwnEley =19/0 (o4 65 66 /07 68 69 70 71 72 73 7¢ 75 7 77 78 PLATE 1 PLAN•PROFILE 6 P R STANDARD EUGENE DIETZGEN CO. W 0 Y Y V_ _w ✓ V 0 Z • Q Y f ; X000 0 0 O Z zo NOTE BOOK O z Sec. to, T 7 Al, R. /a W. 3/8" Reber SW Bldg Cor / B'dg Cor Noin LP P7. 00'00 A774 m ! ✓ i ✓ %1.I / /; f//1//1/L////////l11/1_/i� 5. E. c6,&NEt of poRcst ///T//////////////%7///r77// / / r P.._. 1r4 S. W. 81-06 CO.eniEk. Is AL a). BLDG. CO,eNEC.. 5.• Bohr /NBASE oFS/bnl Posr M. CORnJC.e efr- BLD 6 i r S� Car. Bldg., HW Cor. or /n/ersecfhor ^ ///////11/1Ai ////T/T/////////////' z// I// Cot NE,e o F Ai. v.). C.o,e.va of 8LD6 CEA/Me o rales 6A5 F/i-k.E,c CR P 0 a- P o.T. 5. E. C0RA1E,e BLDG AJoRTN E.06E Conic. SSL -AND NOSE N. 5. BOLT ON STEEL BASE /N cENTae TSS -AND 7 M-5.5-08 d 5 40 30 =En NE nni inMilli .STA. 8ats6-RT. .0,E LIAM .27 4ENIMIS i • iii Ina • !Ana El ii.== sirs Dat 1'O5_ h iffillINIMMEISMEIMMINFIMEMIllinw /11 or eri_: HIE Er n 4D 33 30 25 20 78 79 80 8f 32 83 84 85 86, 87 88 89 PLATE 1 PLAN -PROFILE 8 P R STANDARD EUGENE DIETZGEN CO. Lc) 169 Gos Service (Possib/e) 0) IB0 Gos Service (Possible) 0) Son. Sewer Line /0" Water Line r N 110 Water Stop 25 SW Cot8/dg 1 5 GEOME TRICS & GRADES PLAN 0565 SE Cor 10 155 SE Cor 8/dg. 175 Aspho// to Brick o) 3 073 Guy Pole Anchor ks kb (5▪ (3 mro ro 3" -Gas Line 4" Gas Line co N �\t- n54-69 h5k 69 M h3 toto Mq) O M i h N M N N. h a N N N N N M • N 34 Gas Service 165 £ 36" Wide Conc. Sidewo/k FED. ROAD CED. AID SHEET DIV. NO. STATE FRO) N0. NO, __ 71NEBR M-5508.. t79 Gos Stop /94 Gos Stop co Y Scale: / "=20' NZO N N N N °' N �i NN NNS co N N N N 10" Water Line 5 Sas3 ii ��`/ A /5' R. P 40.8'Lt. Sta. 55t55.5 /5' R. P 408 LE Ste. 55 t 6/.9 ////7///7//////////////////////// /////// 5' R.P 3/' Lt Sta. 551 58.7 /5' R.P. 4/' Lt Sta. 56194-5 /S4. florid 0,7r#O 6/14/1? FisavWhe-41/R /5'RP. 4/' Lt Sta. 56t676 /5' R. P 41' Lf Sta. 57 1 12.4 /5' RP. 4/' Lt Sta. 57 1 260 15' R.P 41' LE Sta. 57 1 66.0 2/ /5'RP. 4/' Rt Sto. 5316172 +701' 20 /5'R.P. 4/' Rt. Sto. 541 25.5 O /5' R. P. 4/'Lt Sta. 54163.4 @ 15' R.P. 4/ ' Rt. Sta. 55 1 35.0 ® /5' R. P. 40.7'Lt. Sta. 55 t /2.3 8 /5' R.P. 4/ ' Rt S. 55 t 79.0 ® /5'RP. 40.7'Lt Ste. 551 /9.7 25 /5' RP 4/' Rt. Ste. 56 t 92.7 /O 5' R.P 3/.7'Lt. Sta. 55116.0 26 /5' RP 4/' Rt Ste. 571 35.7 /S'R•f' 1J/'fir S>a 33� S/ i?oo7y% S4/P P,fOM r/iP✓a Dnr%o 6/, ,19 y tB/ Fire Hydros/ 089 10" Evergreen 5. //7/////////////////////////// 011 P2 Anchor /15 /0"Evergreen 14/ /0"Evergreen 157 Fire Line Valve co / ///////////////////////// Lt. a PI' '- mH 2'`� m rami W ti W O R 4�y°`�yC° R 4 N IN 09 O Na- m N D\rn /26 Fire Line Vo/VE oy t �z m�o 0 A, '3 /59 NE Cor Conc. Slob m a W 4 oz) tts Saar -Wet Line \c t to N h ff/575/i157fon Ave . ti tokc 4 t V j • GEOMETRICS 8 GRADES PLAN J z Y a 4 pZ J qs 141 0.1 0)10). •"J N M }x / A // % M-5S08(z) 7 N Scole: /"_20 1 9. igA r���111.1!..- I- 1- IS'S) it 13 1 /3 ' 13'� 13 9M 11 Water low - I --Th3% //////////////// r/ vai •q • 0 eto �X 1 f 38 81Anchor �I r�co 5s.' 30)2N o- 19 l 50' R. P. 56'L t. Sta. 58 t 22.4/ 0 301 RP 56'Lt S. 597/3.41 ®3 /51 P 41 Lt Sta. 59 165.5 4� /5/ R. P. 4/ L f. Sta. CO f 06.5 /51 RP 41/21 Sta. 60t/3.Z a /5'R. P. 412.t. eta. 601.55.2 /5I R. P. 4/Lf Sta. 60+63.7 /5'R.P. 4J'LI Sta. alt 05.7 /5'R.P. 411 Lt Sta. 61 t 11.6 15'R.P. 47/ LA Sta. 6/153.4 301 R. P. 56I Lt. Sta. 61 t 784/ ti , : t?A/ ,. 3 o • '- SR.P 3/Lt. Sta. 62f68.0 l C- N'rN p - N ' 7 „ 7"-% 7 -77////7277/71 7-7 7"7 3 30'R.P. 541. Sta. 62 *4'9.4/ (0 5'R. P. 5/i L i Sfa. 03 t 0/. 5 ,D 5'R. P. 3/2./. Sta. 631 /8.8 +� 5'R.P. 3/L1, Sta. 63140.8 l7 /0R.P. 56/Rt Ste 581-56.0 /01 P. 36 RI Sta. 59 *age /0/ R. P. 36 /Rf Sta. 59 t 3/. 3 10' R. P. 36 Rt Sts. 59 t 73.0 21 /0'R. P 36 Rt. Sta. 6/ * 84.0 22 /0' R. P.3G Rt. Sta. 6Z t 98.0 CI 'RP 39RtSta. 62-x-82.6 /O R. P 36/Lt: Sfa. 63#14.8 /O'R. P. 3G U Sta.77-7-63 a y7z. 04:e 'J 7`6> :Lifer d,Jeier N a ti 7 • 35' // /// n to 7. "> Circlet Imef c t Sin. Se sei' Linc L'4e 20 7 //7/7//l/l//M��//////// /45 .iro ee . n/e6 r res..OAROOLO[. Onw... 002176 -..E9/1E rP//'r Cc) z" 6,5 Lee c. Sac tag 34 / �L11�1<„ /L M GEOMETR/CS 8 GRADES PLAN % C P : %ti k4 tyk tO ' h &ver Lee l0" Hear URe-f 8" Goss[bic 3. 3. N c�c� n ///////#771 ® P1. = 351Rt. Sta. 04745170 = 24° 79'40.75" D = 114 °35'Z9.62" R = 50' T = /0.854' L = 2/ 3756' P. C = 35' Rt. eta. 64140.85 PC.C. = 30.5'Rf Sfa.6416/.53 © P/ = d= 17 = R= T= = P.C.C. P.T. Z6'Rt. Sta. 64 747/35 Z4° 29' 40.75" 1/4° 35' 29.62" 50' /0.854' 213756' = 30.5' RI Sta. 64 t 0/.53 = 261 Rt. Sta. 64 t 82.20 0 P /.= 26/Rt. S49.67t /0.85 L1 = 24° 29'40.75" D = //4°35'29.62" R=50' T = /0.854' L = 2/.8756' PC .= ZG'Rt Sta. a 7b00 P.C.C. = 30.5'R7. eta. 671 ZO. G8 ti 9 �N y P X 41. 1 L 00 9/ = 3.5/Rt. Sta. 677430.50 A = 24° 29'40.75" D = //4°35'29.62" R=50' T = /0854' L = 71.9765' P.C.C. = 30.5'Rt. Sta. 0'77420.68 PT =35'Rf eta. 0714/.55 E© 91.= = 35 28'1W eta. 68 7469.78 A = Z4° 29'40.75" D = /74°35'296'2" R = 50' T = /0.854' L = Z13765' P.C. = 35/5' RI Sta. 68+ 58.43 • PC.C.=30,90'Rt. Sta. 68t79.78 0 P. / = 2050/R/, Sfa, 68 74 89.15 d = 24° 29'4075" = //4° 35'29.6Z" R = 50' T = /0.854' L = 2/. 37651 P.C.C. = 30.90'RI S/a. 68 t 7978 P. T. = 26.63' Rt. SIG.09 900.00 1r 7//,(////////////////////7///////'I/i; v� mJ 9� / � V // 0 /5'R.P. 4/Lt. Sig. 64t/7.0 ® /57RP. 4/ Lt. Rs.. 64179.0 30 15 R.P. 4/ Lt. Sta. 64184.0 ® /5'RP. 4/ Lt. Sfa. 6574 347 50 15'RP 4/'Lt.'S'ta 65# 55.8 © Z'RP326'Lt. SYS. 651-452 O /512.P..41'L/. Sfa.651-774 ® 25RP 61'Lt. S/a.6674379 09 4 'R.P.35'Lt Sta. 67t002 0 25'RP 5/2i! eta. 671. 2a 8 11 5'RP. 3/'Lt. VS. 071.415. O 175/2.9515'1 t eta. 67195.5 13 /2. Cf?. P. 38371: Sta. 6 7197 5 @ 15'R.P41'L/ 5/a 68 t450 /////'/////// 478455A1 H ,r cc zi 15 15'R. P. 4/'Lt, 5/a 08.74 670 0 15' R. P.4162i 5516.69 t ode 17 /5'R.P. 42'Lt. Sta. G9,4 43.5 /8 See Sheol /3 RPI /9 /5'R.P41 Rt VS. 641.82,22 ZO 15'RP 41'R/. 5/a. 657' 54.4 ® Z'RP € 549.691 25.02 "/W/1/27i1/25//////////////1/27/77/ 2� //moi///////////// 7/7 / / ///// / // �'i iii / // / / . h k Q A M-5508/2) s Scat': /ll= 2 Curb Taper Area Son Sewer Lee !-Nblet bile (20") -cr (dr /i; %///i/ 9 h b / °3% //1 6'- 'E re/ 7.1 2 "Gas Line t37 /8- Tree 145 Riser for Sprinkler 48/ /2 -Tree 6 -r 59 /2 -Tree U 03 0 =l 03 3"GosLine m Son. Sewer me /0"I Water Line -„8 Eos Line Q NF 1 Y GEOMETR/CS 8 GRADES PLAN -76 C' 4 Wide Sidewalk 196 24" Tree f02 House Sidewalk • • • / 3/ Water Stop IO 1 N• NN • 96 Water Stop Gas Serv-ce �Y) 163 Mail Box -- -- - {iL# _ ter Mo 8 (Mr M 1 I -/o I �l -4. • ( CURB 74PER AREA 0 0 0 CO CO 1 O U Q /5'R. P. 42.3'Lt. Sto. 70t08 501 P 45.60'1. Sta. 70t21.63 P. C. 4.38' Rt. Sto.70t2038 2' R.P. 2.35'Lt. SYS .. 7Ot42.45 30'RP. 58.5' L t. Sto. 7/ t 82.20 3O'R.P. )58.5' Lt Stq.72t732O /5'R. P. 435'Lt. Sta. 73t212 /5' R.P. 43.5'L t. Sta. 73t58.4 /5' R P 43.5' Lt Sto . 73175.4 /5'R.P. 44.8'Lt. Sta.74tO/.0 151R.1? 44.8' Lt Sta. 74t /5.O l/ 2' R.P. 33.0' Lt. Sto. 74 tO8.O ® 15' RP 43.2'Lt. Sta. 741-532 l© /5'R. P. 43.2'L t. Sta. 741-592 ® 2'R P 3O.8'Lt Sta. 741-562 05 /25'R.P. 41.0'1. Ste. 75t08.5 Q 3O1R.1?58.5'Lt. Sta. 75tc6.7 @ 5' R. P. 58.5'Lt. Sto. 75t31.7 CO 301R. P. 58.52t. Sta. 751977 09 /5'R. P. 43.7'Rt. Sta. 707446.5 ® /5'R. P. 43.5'Rt. Sto. 701-935 © /5'R. P. 435'Rt. SYa 71 t3O.5 ® /5'R. P. 43.5'Rt.Sto. 7/ 1-75.5 ® /5' R. P. 437' Rt Sta. 70 t 035 • 151R.19 43.5'Rt. Sta. 72 tOO5 ® /5'R. P. 43.5'Rt. Sto. 721-435 ® /5'R. P. 43.5' Rt. Sto. 73f/4.0 ® 25IRP 53.5' Rt Sto. 737478.0 ® 2'R. P 30.5' Rt Sta. 741-132 • 2'R. P. 305' Rt. Sta. 74 t52.2 - ,e --a -s ter ti _ ., _ ® 2' R.P 30.5' Rt Sto. 75t3O.2 ® 2' R. P. 3O5'Rt Sta. 75174.2 ti d 7/-' Gos Service 152 2 �' Sounders 3 _ /2' //evI /1'1 //' I I I ;1 -1- 0. J1 // FED ROAD DIV NO STATE CEO AID PROJ. NO. SHEET NO. 7 NEER. / M-55082 a 178 OE 4W/de Conc Sidewalk 488 Gas Service REV/SED //' I /3'� mimosa Ili ok ��y95 Sewer Line Sr'e/e Water Line(8�.1 8 CEOME TRics GFi'ADss 3" Gas Line co '03 4' Conc. Sidewalk O 3 a Gi O Q) V ca 0 4) V h ^ V C 'CL3 0 (S' R " K. a " 0 I N t54 24" Tree O M " CO h • rn 1® Oo i I -,.- I GEOMETR/CS 8 GRADES PLAN rn '25 Woter Stop + 79 24" Tree co 1 37 /8"Tree • 4) v 0 co Q) 1c) © t78 /8" rree F£O.ROAO O/V. NO. STATE EEO 4/0 PRO./ NO. SHEET NO. 7 NEER M-55080 /0 REV/SED L kJ J 9 //' 1 1/' I tt' 13z.93 Scale: / 20' " ,e 353a M N Sao N N San. Sewer Line _ 8"Water L/ne 35, N tn 66 C M J 15'R.P 43.5' Lt Sta. 76/ 49.7 Q /5'R. ? 435'Lt. Sto.76t858 © /5' R.P. 43.5' LI Sta 76193.0 ® /5'R.P 43.5'U Sta. 77/340 Q 15'R.P 43.5'L/ Sto. 77144.8 © /5'R. P. 43.5'U Sta. 77190.5 0 /5'R. P. 43.5 Lt. Sta. 771936 ® /5'R. P. 43.51 Lt. Sta. 78t 35.6 ® /5'R. P. 43.5 Lt. Sto. 7815/.4 /5'R. P. 43.5'!/ Sto. 78194.0 // /5'R.P 43.5' Lt. Sto. 79t 18.40 Q2 15'R.P 4352! Sta. 79/ 68.3 03 /5'R.P 43.5'Lt. Sto. 791 94.0 /® /5' R. P. 435'11. Sto. 80 t 42.5 ® 30'R.P 58.5'Lt. Sta 80172.72 ® 5' R.P 58.521 Sta 81159.72 © 30'RP 58.5'U. Sta. 8/t84.72 09 2' R.P 30.5'Rt. Sta. 79t 010 ® 2' RP 305'Rt. Sta. 791400 Q 30'RP. 58.5'R/ Sto. 8017272 © 2' RP 54' Rt. Sto. 8/ 1 00.72 © 2' R.. P 82.5'Rt Sta. 8/ t 00.72 ® 30'R.P 585'Rt. Sta. 81/ 8472 © 5'R.P 34' LI Sta. 8/t 755 0 lb • , . 1 rn t 22 Water St " a • 0 J� 4) re) 7-- NH\7"4- td I it / 8 Water Moine /0 "Water Main. I '1' //T //' I 12 - --i_1 yk 91' 13"Gas Line !r' /0" Water tine N NI 4 I 4 Q 316a5 Lix-t — — i fl er Line ® 4 1->?/ _t da M M t 1/41/44 a M kro N P GEOMETR/CS & GRADES PLAN (xi 1 4 Qf / TT 51 R.1? = 33.5'Lt. Sta. 821/Z ® 5' R. R = 33.5L t. Sta. 8V-49 03 /01 RP = 38.5' Lt. Sta. 8Z 194 ® -101RP = 38.5'Lt Sta. 83i-33 05 /ORP. = 38.5'L t Sta. 83136 © /5 R P. = 43.5'L/ Sta. 83192 07 30 FRP = 58.52.7` Sta. 84 f4Z.80 ® 5'R. P = 54 5'Lt. Sta. 8416780 09 5'R.P. = 5457/ Sta. 85129.80 0 30'R.P = 58.52.1. 11 /0'RP = 38.5'Rt. 12 /0 R.P. = 3851 Rt 13 5 'R.P. 0 5/ RP = 35.5 Rt. I� ti 4; a Match C3.5' lr _-I 121-11" ( 11 1 /1' I 11' N 1ritl I 1 I e /1 I J1 L711 I I I 1 _K3' ' Line f'e'W,/1 /- Line to6-r ( 1/1 Sta. 851'5480 518.8Z+ 94 Sia. 831-33 Sta. 83 +555 Sta. 83177.5 0 30'R. P. = 58.5 Rt. Sta. 84-42.80 05'R.P. = 53'Rt. ,942, 84f67.80 17 30'R. P = 58.5/ Rt Sta. 85 f 54.80 18 5'47P = 33.5' LI. 5/2. 87/ 06.5 tg xT ,Watch Grade 73' Rt. e r" r fr Imo' � I' 7/ /77//// // et' 7 ;Mssoa/2) 11 Sco/e: /"--: 20' 6-156Atr Ycs c 2-,9.PES /3- co co to co i%jii%iZ 1 3'GasLle ._ — ti k K M l.Y. C�1 'sem /////i///// //LL / z% IL 0 C n o ZZIn yk i /3' I GEOMETR/CS 8 GRADES PLAN N t N N /Of RP 98521 Sta. 8616 3.80 ® /0'R R 3851 LI Sfa. 87 f 03.80 ® ZO'R P. 18.5/ /. 81a581 -/8.O ® /O' RP 5851 Rt. Sta. 86163.80 ® /0' RP .58.5/ R7 Sta. 87 f 03.80 ® /5'R. P. d3.5/ Rt. Sfa. 8713/. 5 O7 /5' RP. 43.5/ Rt Sta. 87 f 905 ® ZO'R. P. 48.5 Rt. Sta. 88/OO Q9 5I RP 43.51 Rt. Sta.88121.ZO N'„.jN h 1ti 3 "Gss Leine / /O 11tLTl L/rfe Seek: /'i_ 20j 1 7 i 95508&) 12 62E0 -Li 5 6:e4 pa w 0 w w Y Y V V >- V V 0 Z a L. w f 3 > 0 9 0 , 0. < K Z a NOTE BOOK 0 z 0 0 m w Oo Z Z FED. ROA) Existing 8"san. sewe Existing 10 water '0 h a) 4 Ci Q) Q. coV) ca .0 3 ]. Q) L In w.)O C 3 oy 4 _ 0) 2 . Q s U ca.“ -: LLCM 0 N N a) � M13li , O Q) "Ir In u 3 0 U) (n ci tri _L G CD CO I 0 1700 s. ae Ci C 2 C --N a) C'UN i- 0 ,p. Q� v0. st, VU pLI 0) ." L V)cti ? c.:8- n d L L. n 0 � T4 T, – 4. 0 C �)Ili CD ‘k7y co 0-)_, to in v) M n i ; /6/8 STATE FEO. F:) SnLET , PR%1 MO N0. 7 N°eR M-5508 (2) L T,2e non, exisrIt4G Sewall PIPE 0 0 '0 h M h /7/9 L Ci o 'S U q) L Q) L O i y � 3 N co 0 to i N 0) h + 0)) C.) :n LL CO / - n c(.0 (t1.2 LL. x 0 0 v h score.' r 40 0 0 • h '0 DUTTON - LAINSON v 0 + 75, water service +28, fire line 1940 Y Ifiiysel er-- 1930 /920 Horizontal scale I"= -4O 11SUNr Vertftcrf-scale • III-- IO' sAN r4R SEWE ETtVICEQUANTITI WYCS -t —F(AST1NUS CI I I L T I IES FERNE03 9A"SII GS N EBRA�Ir 4' - -les' 14e -w -s niter-y-sewer-serV Ices -or W--es-t ana reetwest « Wd,fifngton Avenue WIOILD- MNIIOLCs.- C47,CCPLANTEC_, 7-YECZ3— Si&r12N_$18K_ ��s�ews�cac_u— rRAWAL Jw4C Gee utitilit 2nd -Street -widening project no. M 5500 (2 UST n_ ertems_ Sul' ' --M _Mecci-Il— CKU vG • 0 ' uA Lsspt.29,-I986 . AIT Stwi- PLATE 1 PLAN -PROFILE B P R STANDARD EUGENE DIETZGEN CO. W 0 00 Y Y W v O Z a ▪ W Wf 3 “ 0 - N 0. < K NOTE BOOK 0 Z NOTE BOOK 0 z Ea R DIV. NO. •I. L. RROJ. Tri. NEOR. M-5508 (2) PLATE 1 PLAN -PROFILE 8 P R STANDARD EUGENE DIETZGEN CO. a 58,4 /3 AT -. 4/AT /4'1/NFT H" v -c.9 'Nat&sc-:wERSeRwce /- ,,NCO couPANl6 , .Mo✓EP y^ X/ e v.GP •}t • m +i� CO -_ om'c3E (n 1. �". • > �. t0x T,, L t3 �` O oil o" 0..) N: cn — co Ci U 4` r ,oma Li N �) I co `-- 1li. n.t Sr- a% � - c) I V IC >. L 5 Ci y 0 J omc' 0��Sv c^ CO , C -76, water service (copper) •77, sanitary sewer service (vc.p. -03, water service (lead) 04, sanitary sewer service (vc.p., Sta. 60-,1_6 Lt./s. Build- 44 -Lin. Ft. 4 v.c.t Sanitary Sewer Service ,v:tn 1- Nye, ! - Fernco Coupling Removed4 x ) ✓c . 87, sanitary sewer service (vc.p. •97, water service (lead) -00. sanitary sewer service (yr I) { V J�Q J' c, 4.3 N. k "1? a. -1 -. t w;t t, v O h, a �0 1 0 - ,n a w o[ U LI_ U Q c•-00.!� J V > o J N 3 �x .. (n _ O � i Cly O T :J c3 o �'p CO CO— U - 0 .0 o s. o 'n Q 1 N U E O 6 v, ` L. co ` >'` a � -- co o o .� 3m 3 c Z i 0 0 0 `-- 0 1' 3 .n rn K NM 11') Cp 1� O7 N N M �1- . _. _ 1. C 0. .gcr >0.C1 - y LC I N girt, 2 J sr cr) ; V —if K) �, 0 O - >, c+O'c-_-- _ O of cn ix &10, sanitary sewer service (fiber -11, water service (copper) 38, water service (copper) r40. sanitary sewer service (v.c.p.) L. qco 3 J' 7 T 3 p1 1. o tiv � Y o e, :1<k t M ..i..4) i> V[[ a •. , ,sem; h °0 N v Sto. 63 46 Lt./3 Bui13 14 Lin. Ft. 4 v.c.t Sanitary Sewer Service w;th I - Wye, 1 Fernco Coupling Removed 4 xy • v.c.p. +33, water service (lead) '35, sanitary sewer service (v.c.p Sta. 64 5`s Lt. Built# 14 Lin. Ft. 4"v.c.i Sanitary Sewer Service with -4 Plg Re, -n,/ .< 3; '� /c.c. 84, sanitary sewer service (vc.p '-85, water service (copper) 65 U N d L e•-0 J o- ° J d d x 3 Lt_= A I i -`i3 > N V '� �•� > CO m° >. 0 _o o , a, o I & N— r Qrc s. U Qo,� �. an ) d Cn vl y ` o c 3 o t\cp O O - I CD j CO U) st U Iiw .c cn o.• - C N ' 3LQ .. in p� � :) k- ^ m 0 e7 ca O . I � > > T `l X i Y UCyIOOy a) -.0(‘'...k, 00 Cl' r_ on. N- 4- Q i� . .. 3 %,•(� 'N x,2� � t n c i + ? a y3 ° v) U` 4 +20 water service (lend) `• �. i al• i•`l •tZ n 't n�U � � y V\, 1 '•..sJ w b ,. -45, water service (copper) Sta. 67+- ' Lt. / Build 14 Lin. Ft. 4" v.( Sanitary Sewer Service with I - Wye, I - Fernco Coupling Removed' 4 x 38' v.c.p. Sto. 68+4:e Lt.Q4 -I-4-Lin. Ft. 4 v.c.l Sanitary Sewer Service with I - Wye, I - 4" Plug Remove4 4 "x 14' v.c.p. i3uii�-° -i41T_in. Ft. 4" v.c.p. I Sonitory Sewer Service with 1- Wye, I - Fernco Coupling Rernoved4 x 38 v.c.p. +23, sanitary sewer service (vc.p.) '24, water service (lead) *30,4" fire line +44, water service (lead) 45, sanitary sewer service (vc.p.) b. q 3 >; 1 j` W \ d 2 i -t 4 Z L'1nd N pa. n NZ t. t. 3 H 1 h +94, water service 70 * Nt.V L .. T t - . ♦ A /�•_1 /142 l l2 / I I 2 / I 1402 / I I 1354 1 1322 1 / / I 4 / i//////// ' 1 I • I I I I ! I ' 1 I New 8 VCP j I 1 t' Existing 8son. ;ewer L_.. 1 1 J. l 1 1 I I t\• !• �� 'i r ©i' I . / 1 it \ l I L -Q ' I J ... ._. ,, 1 __ I 1 I 1 -_ }} I / / i 1 .l / I , _l._ Ex: sting 8 sanitary sewer, abandon in place —1. I c Existing 8 san. sever " Existing /G',. Fxistmg ;;. water -_.." 1_ _ _._i.._— I I — __— -- _ i1 _— _.--_------- • I-- - _--------- - _-- 00— • __' % _ , --- ---- r --_- I —_-- • -_'_- -- -_ _-r___-__I , --—__"-----" 1 1 water i J _ /, //i ///////„///,/! ///, ////�////////l ///�/!��/ DUTTON- AINSON i7�?!! j 4 CONSOLIDATED 4,41/4 MOTOR FREIGHT INC.�� V /i, W STERN LAND ROLLER CO. �. a2 a ri ami i c c, -C t ._..__ .�.. a a ti c a'i m ami a`> i ` J y O. Q) m N c0 cn U 3 1- iL ', 3 vii v) 3�:x! ' A4 +_ CO " V N o• -' s CO CO T d O CO to O T U y v,ca Di 'c3EI M d n CD ' CC "' (0 Sta. 58-44 Rt6a B il} 56 -Lin. Ft. 6 v.c.p. Sanitary Sewer Service •N,tn I - Wye, I - Fernco Coupling o e. V It 0.y o ` 3 J J ly o -L" 11 i c.�` b n x i aqe �c�J 14 wQ > co co 0- y c 0 ._. `. ° 0) v°li 'i L. y 0 0 3 �' 3 co 3 c"7o : N 4- o c O cep Sto. 60.jfl Rt.GGO 6" 3ui 4.: 56- Lin. Ft. -- vc.p. Sanitary Sewer Service warn I - Wye. 1 - Fernco Coupling puma' - 1-T Lin. 1 1. -r v.L..N. Sanitary Sewer Service w,th I- Wye, I - Fernco Coupling Remove 0(4,, r i4 ic.p. Sta. 61-76 Lt. 8u. : 18 Lin. Ft. 4"v.c.p. Sanitary Sewer Service w;tn - Wye, IFernco Coupling Rernoveci4'x 18' ;c.p. 3 H ? 2 k V al' Ki�c 0. -i ` rap 3 I` `Y el- �sv +92,sonitary sewer service (vc.p.) O'J!I av-un.rt. Sanitary Sewer Service N:tn I - Wye, 1 - F rnco Coupling Removed' 4 x v.c.p SA+63t-v3 R+ 8«%/r S8,(/NFr v"" v.GP, San/hart( sewer sc.-wee win( /'#4 nce Gwf/eJ Pe.n.e✓ed = erw is, Ka 37,sanitary sewer service (v.c.p.) Sta. 64+3¢F Rt. 6s Bui 4. 56 Lin. Ft. 6"v.c.p. Sanitary Sewer Service with r. I - Wye, I -Fuca Coupling 0 00. -> '-C o. �_ ' •C tar; c" 5. U U 0 co 0-i- to c it a`) Nn7 'v a3iL c) T Z7' +zt, 117 _ o% CO 7 J om0 I aa)i cn cn—O O L. -- o Q c 4 v; ro CO + �,-. 3 L. •IL Iy Y . tl ��o n :e h O .� �� 1. > t *i0 N..b�, �` I a,6 0 O .... Q •; N '- 3 al a) y 3 o �I CO O 0 Score !' = 40 -• Oy O + Cfuutr rLni. r I. -r v.c.p. Sanitary Sewer Service with I - Wye, 1 - Fernco Coupling Removed 4k 33' vc.p. = i iiia; 4 a. i d. y co M K=ca — o 'J I I. ' • �tiS 91:3, s r d `0 + [ --S3--s 0 04ai LZ 4 1oc 3- o a 4 u •H T I` . '`'tv N -1 .42 Hm vim. (n i t v�v )R V, • 3 ... o 0 o o oo - 0 o 0 o o 0 o 0 o 0 + t 0 ., + ,. ,. ,- + Ico r` m m 0 CO '0 0 .1 v a ZS co co co co co co co co N. IIIIIIINE■rr� lifF all 111111111( 1111111111 i_ = I I I �I d�1 1 I, 1i 1 1 1' I 1 11 " 91 1 .11L1 I I1 Il I C 1r 1 " i --_ 11J I 1 1940 1 940 ar /930 1930 • III— --- 1 =• sanoa-Y.W�r _ � : V.C.r '93.4 L F 10.200ia - �� imi si +0.25°1 1 rl 1 II 11- �__ 1 1 1 1920. 1920 • , vY � . n• 1..•I• r 1 1 I I‘1 I 1 _ _ I1. 1 1 1 r I Hor, zontal-see+e • �=-i01 -IC 1/ \ ite _ :1 1 - •� iiattaI•I�ailn■/►.:..�.aiarok:aaiNall - Ver -1 ies+-seate ii ► _.___. ��-.�.� t� ��.•• w G .�■ C ei �.. ` ►u�u�r.i•..: ."�.:�iyGj�.7��►_i0ii�iio p y.•� ��;_ �■I� . t __-_.___ . , Q i�i:�i.'ia�4��i9.iw�9.i, e as ._._. iliessainsmaitainisami ---_ -F-RAMI=i - • -COMER - -T-YRE----- YID— _ ______ _- YES -F€RNGOS-- -- PLUGS --- D1=� QJP�QC EXC-GGLk NB--- STATION ---S DE --DISTANCE- --E-AGkI— ���!a1� ..--_ — NO. - `T� — - •1/ is /mi ■1 MI: 11 11 aniar�. N - 11 .I 11 . N rev �++�ve imp tbl bJ®({4111 N1 "-- N#•/NINItH,:ie� moi,® i EMS • • • •!MEM 1 111 1 1 1 1 1 1 1 1 i i l i .hCHIrI:IreT. I• r r- w / o to-M.cmho • • �- ---. -_-188. 3- 17— - -----430.-__-.... 3--.IN9 + • 62--+8&-3— LT. • - 1 __s_ • -24___. -I—`- i -- _- _ _ _ - __CwwJo-t&tc _ ILL— —T�wsangy—s, ...u. .'.. Mer—on Vit—Zndtr�e -- — c,P o _ tak--Aj s..,anr - - — __ - - — - — - _ - — _ ._.-- _______ __ _ ed reef- de f44 ag--pre}ee-1•-R 0 ��.T•I . - - n Petgcsen,_ •,�•,nn7u -- �� MINIM MINI uIMI 111111.1111111 esrl PLATE 1 PLAN -PROFILE 8 P R STANDARD EUGENE DIETZGEN CO. W O NOTE BOOK 0 Z 2 0 0 V 0 w W i o wow .- u u O Cd N 6 0 0 W 1 0 u. O. 0 0 z z° FES. R0.:J DIV. NO. STATE r y 0 PROJ. NO SHEET N0. PLATE 1 PLAN -PROFILE B P R STANDARD EUGENE DIETZGEN CO. a -. , '� -. O. 4 ^� `� 6_ O_ --, Q a I 7 NE BR. M 5508 i2)' sin 7o i.2,2 �+ 13“;1t /$ .ugf7 -v" ✓.cR, 54^;*wry sewer ser✓ice j,'4 /-Wye r'PtHG Re#100edp Y"x/9'✓cp ` 0 u 4' ti N. t'i: �? a w 3 e tb v) Vs.. a\ 0 0 C C 0 N NN InN _. I .. �i j (1 1 {` f; :'.":D ''No O (A ',v;- ti °a Y mz �, v. •` ai � i0 7 G 0 X 6:-... 9 i .c ti a� a U w cn _ I a 3 x O Ci T �� I � � ♦ _ >, -'IS - -� `O - N•m cat 0 0, d to Cn - CC Q) C Q •-- CP 4) m 0 3 N. ^. 4 � U 3 4 1. Z L 1 ^f S /1 • • O0.- a tM.�v i 3 v) PI y q ci 0 Q i . i r " Q 0 C U Q \ E ta v0) U v0, a a� 0 3 4) 4) a) 3 U 3 3 0 3 U a) -� v) 0 ¢)', , 0 0 �. L N . 4) ]" �, O � v0i 0 L.O 0 O O `O >, = C • 4) d C +� C C 00 y3 3 CA 3 y 00 ct M CI N In V Oi Ol N N V 00 0) V CD R ~ <- c >_ I 4 a V U J> _ n vt L c 4 m N �• �) ��� + >, CD O` N 'c3 0 0 1 (n U)- 4 O ti .: , U 0 U 1 4) 4) N. 0 - v0i a) a) v) 0 3 0 3 x °, E th 4) 0 0 G 4) �. Q) �, O O i N O O G C 13 N 3 0� °) K N N V h O h CO 00 N N r �y 3 a a. X j + ? 1-) h ° J �"VV ? '� iy .l • N J r_ i e' 1 `Y 3 N, ti 0 9- G ci i Li 0 > n > c° � � i ]. N U 4) W OU N y o N O a)L. c) 3 0 a) 4 v 3 '` a) 0 > > 0 0 4) �, 0 L L y 0 0\ 0 O O L. ` 4) 0 C•y C 3 y33 300 0 d' O KSCO N.N. to to h N N h ► ♦ (D o > ,c Li_ d .n s V O E U 4) J i- > I 3 0 v_ 0 u 0 >- c rn n! oz .. 3 •` 0 x .� O CO .-1 1 .,t 0 CO t T T, .• 1 0 , N> 3. ~ �� r: 3N. 0 1 V Ir) n En- fY N '7 0 Q Q) m N 0 L. Q) 0 3 Oi h I I � I I I I I I r I ✓ 1//�� 1 New 8' VCP New 8" VCP 1 1 0 O 1 I O , O O O ' O I I Existicg 8• son. sewer Existing 8 sorntory .ewer, abandon in -+ace lkaallille i8" Existing l0" water ----- --- ---------------- -- — --"-- ---"-- •----� - ---------- -- - - ----- -- water• ------' g o a a W. 4111111aIN __ y v aZU o� 'm r-ql I S R* 6 LiW FT 6'• v,c,P, Sewtr serV;ce. /14y I ! i 1 ut 4. E Asti t ° K . e °i n (� • J • y > c _ i s 4 - O 0 > c •� y O) 0 : v tisz _ i .... a ti > .c .- o ti c 0) `b ri 0 U L. y C.+ cS C - y iso N Q) �O �Y c '� 2 c) `N � .0 IX "• 2 k. \O �Y 2 . 2 'C _ ...YYY111> .Z O) 0 •• 0 0 0 O • O • + + 0h IN. IM. N. rV Sta. 73 -4 Lt. ,S Buil +'Lin. Ft. Sanitary Sewer Service 1 - Wye, 1 - Fernco Coupl Lt(6Ti0 h3Q `r X%-7 `.`P- 75+00 +15, water service JIU. rt LI. AS Es: .114 44 -Lin, F' Sonitory Sewer Service 1 - Wye, l e.Fernco Coupl Remo Jed -4"x9 c .4 ��'�0 +n•.3 'hbti 1.l y' 'c N.U 4 3 �• 2 v.k L. .T v ° F K dD Sta. 75 Lt. ,6 Bud- +4. Lin. F1, Sanitary Sewer Service I Wye,�l ^ 4° PIS g Sta. 76., Lt. i6 Buil4 +4- Lin. Ft. Sagil2ry Sew,&L rvice 1 , Id, I nco Coupl Sta. 76+W Lt. Bu;E 14 Lin. Ft Sanitary Sewer Service 1 - Wye, 1Fernco Coup I Removed & d C.P. l.� d a cn o ' n1y J a) i- m=`�C. yli -. i -C', t- o >,Oi 0 ••E3 O N (n U ` -, 4) rt . N N 0 + E' 0 0 + u_ U U - N —'to ., °) d X ;—,;3-,.. - a> -7 + Q ). Q.; �N o >,i; o C3 E! O I U w to - tri { 1 0 O + co Scale: I: 40 O 0 O 0 + + m co N i r. ®1 I 1 I A if Ia, >I 1 I' 1' , r.� 1 _II 1 II I _-- L \ , 1 940 _ __ .. _-- _. ___ _.._. 1 . 1930 1930 1111111111Is 11 8 V.CP :8!)/0-2:-75 -r L—..d 480 _ ..---_.. 25.1 L.F� 0.48 la Imo_ .f.• ..FI.f3 •. _. /920 IIIIIMIrr— Anariallalimillimg1920 ry ammism=rra , imlwa 0..... iniisimi —1401S ZOR- ol-seale - 1---•=-40— Ir 1 1 _ 1 1 1 1 1 1 I I 11 1 1\ 1 1 Al 1 1 � 1 .1•>1sIP ars 7'1 '1 WM.%1 / .16 aria wit ] nrate) Molt 1.111nJJsix DIM '■lsJ �'r mSSS4i I►INI■ SIN le I -1f T i ASS I4 ■ 1 1 � eta" 11 UAW l• ■ V/ 1 i _ ma X11' ..7. . aw l!•!1 r . It ...1■.■IL..■. =.TiTREW.1jaW "► .'• '1 a awes n.!7 win C'tuna. -\\ 1 1 I9fll '111' .l mil ly' b1.>.m 7o1ILIA1MIa 1 SAS 1 tDir, ��,.,o -se -1QE813Ap �( eJ) —�K�/-�/ Z1e II" G? Rl�l £TAT_I •' TANCE 1 1a to:s•MI_a: Alma WO esim1/1.1vInl ir31E �Ils`1�.1 Iw��Ira.`ty:Ala111ta If*(I*SI gll�dl► VT -o [_] r� S SII7F b • F 1(-, _ i i—ISLE_ - l h to y Iee- . •% M.,),,.I 1 MCS21 �t �IAf� 1) II )1 II II I `�I 1 -II • 6 4 — 6— I— 4" I 6 —1 4 G # 1-*-I-k • ReYY �j] so r y I1IIa SIS r4' t5 .Lz; tf,mlr7r�-.il , . �ra�ar�l�ll�ar { •I h �1 B LT 21 - 31 Mt rml1M +— II 1 rI ' id ��I�� Y= III 1 Iiii II i I I 4R. I 3 ��a s ,pp d t Beet w+det� i g- p ojee# Re -M .. •a�.� I e w�, gL�. 1 cr ..ye or ,/ m �{ ` ]) 1 1 �i'1 app_ VJi�` J• •_•_�t_l_l. i 01 ii ifll 1 I I 1 ri _ 1 i=annialintramim 1 1 sill � 1 r-- rr) r V sneer � ofJ PLATE 1 PLAN -PROFILE B P R STANDARD EUGENE DIETZGEN CO. 0 +69 Gas Service (Possib/e) 180 Gas Service 0) WATER MAIN QUANTITIES D. 1. PI PE GATE VALVE, M.J. 511 HYDRANT C.I. FITTINGS LBS. WET TAP CUT- I N REMOVE HYDRANT REMOVE METER PIT RELOCATE METER PIT „PUMPER 10 6" 4" 10 6" 4" 18"Rd.Eq.x29' • Curb Inlet 34 to Manhole 36, • — 39 18"Rd.Eq.x30.13 • Curb Inlet 35 to Manhole 36, • 18 • 1625 36• Manhole 36 to Manhole 40, ' - - 37a 18"x +8?,7,3 , Manhole 33a to Manhole 36, • . — — — — — 12'-0".• q.8 - -Q4' — I • 2 • I • -2•3 1000 -+-a, • -2I, • - - - +93 Begin 4' Wide Conc. Sidewalk +10 Water Stop 3 a WATER SYSTEM & DRAINAGE PLAN r (9' L k mo kei tb1/4) 4. om kr)% 0 oU h O,, `o e qt3 q) 0 Ci h D M FED. ROAD DIV. NO. STATE FED. AID PP.OJ. NO.. SHEET NO. 7 NEBR. /� M-5508(2) Ilo +94 Gas Stop M ^ / -t 3 Gos Son. .Sewer Line 3 Cos Line Gas Line Scale:/"=20' Son Sewer Line h h ^h', N to 1 I N N H ry� 37 N N /0" Water Line I /////::!/ //////////�//////////////77T �+moi inr�. Iry ste ® 6'P✓r II cit »ii///l//////// ////// 0 op e x 0 -- cr —a in 1`� 0 .O w cn 2 .. 00, I 1 1 BUIL; REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION EXC. CU. YDS. 36a 1811xt&'7.s Curb Inlet 32 to Manhole 33, • 4-0 . 37 18"x 24€-'/i • Manhole 33 to Manhole 33a, - 20' - • 2G0 /aa. 38 18"Rd.Eq.x29' • Curb Inlet 34 to Manhole 36, • 18 • 39 18"Rd.Eq.x30.13 • Curb Inlet 35 to Manhole 36, • 18 • 40 36• Manhole 36 to Manhole 40, ' .-7-6/7?. }a.g- 7/ • 24"x220 c)jo• 37a 18"x +8?,7,3 , Manhole 33a to Manhole 36, • NOTE, Refer to Special Plan 2C for Water Service Details. o /28 Eke Line Valve +59 NE Cor. Conc. Stab / / 10" Wafer Line • 0 * BUI L-6 MANHOLE, SPECIAL PLANIC NO. STATION SIDE DISTANCE FRAME RING COVER TYPE 33 • 53+463 • Rt • 20' - • Type II • 41-2" A - 33a • 55 + -55-97.5• Rt • 2d . Type II • 56+ 60 , A • 36• 56 +60 on • 2'-5" ' Type 11 15 -, A - . Lt. ' 3-9" • 2-5" • 12'-0".• 16 • Type C 0 BUIL; CURB INLET, PLAN 443—R4 NO. STATIC N SIDE "X" "A'I " Y" EXC. CU. YDS. 32 53+G98- " Rt. • 41-2" • 2'-5"• 121-01= +8/5-• 34 56+ 60 , Rt. • 3=9" , 2'-5" ' I0'-0" • 15 -, 35 56+50 • Lt. ' 3-9" • 2-5" • 12'-0".• 16 • D.LPioe Wet rap all- /n Remove Meter Pit Relocate Meter Pit WATER SYSTEM & DRAINAGE PLAN For Proposed Sanitary Sewer {-- See Sheets 13-/s Location Shown on this Pion For Information Only. f)f. MOW FED MD .TATE i ).J. O;r uJ. 1 55o13(z) s IZ• rt s CO ctibl • o, Q• 4 Sax k! kits g STORM £6RV' CURVE DATA ' PI 51,2. G2+34.58 6.00'Lt� 4 = 5°00'00" R=250.00' = 10.92' L= Z1.5Z D = ZZ. 92° 18'Qa'.f-029 /e "kid So.X 24 BUIL; REINFORCED CONCRETE SEWER PIPE DESCRIPTION REMOVED EXISTING STATION • TO 584•39-1Lo'Lt to STATION 581•80-157± SEWER PIPE EXC. CU. YDS. EXC. CU. YDS. Curb Inlet 38 to Manhole 41 s' Curb Inlet 37 t� Manhole '40, '. Manhole 37o. to Manhole 40 , Manhole 40to Manhole 41, C>n,.GIi4�.LX sf1ti9 y/per Manhole 41 to Curb Inlet 39 to Manhole 41, Manhole 44 to Manhole 40, Curb In /et 43to Manhole 44, . . • Manhole 410 to Manhole 44, Curb Inlet 45 to Manhole 41o, ' Manhol=6''= to Manhole 410, 58/48 38 581-09 3`1 1.3-t09 58 ' " 155 Rt -to 581-80-15 Lt. to 581- 58±80-15.5Rt. to 59t La -1 "Lt. 101±09-17" Lt. 1011-09-17'Rt. to L21-75-14' Rt. l021-75-14' Rt. to 1021-81-17" Lt. LEI` 75-14'Rt. to Lo3±45-14.5'Rt. 103±45-14.5Rt. to Lo5t42-21'Rt. 59t7L0-17'Rt. to 12°X92' 12"X 1E9'R.CP 127\28' R.C.P. 12"'X Lola: R.C.P. /2"X193 R.C. P /X' X •l7' C 4 P''e STATION 581-81 DISTANCE COVER TYPE REMOVED IN LET Type II STAT ION DISTANCE 103t02'! 'Type C Kc1,.asa orae r*H SyppIQ"`en#I 't'1AreAtAvt 591-710 NOTE, Refer to Special Plan 2C for Water Service Details. 58t 39 • e 675 Lie 3" Gantt X WATER SYSTEM & DRAINAGE PLAN WATER MAIN O.UANTIT/E8 /0" GOO D.I. P/oe 4 13— y Gate va/ue, M. J. pu pet• Ago 10" 6" 4" live/cal Lbs. 4. 0 Vi / // / 1 CO p 1111 1° 11 1 535 Wet Tap Remove Hydrhnf Remove Meter Pit Relocate Meter Pit ikij i al //////////// tb tib c 1 j :1J3 1 Q;. r, li `v In )it kr, R; • i q .7/! /1/ _i l i i , 1 s 1) For Proposed Sanitary Sewer See Sheets 13-15 Location Shown on this P/on For information On/y. Q J .y <v N h m a N on M Saver LAS so° M'ieriiae- 8" Gusthz - -- 4 47 %/////l/T2 77/////////////////////////// ///////////////// ////////// // i ////// C L BWL.T SANIT M SEWER PIP (2" VCP 93 uw FT - use D Pt& Roo$. D mt./...ye IQ - tt / // ///// 55 'J .4 'm-55-08() Stole: /'c 20' Get ZiAr (810 61nLae (3 /////////////////; R: 0 BUIL CURB INLET, PLAN 443- R4 BUIL REINFORCED CONCRETE SEWER PIPE NO. SIDE SIZE DESCRIPTION EXC. CU. YDS. 52 ' 18'"X-3- • Curb Inlet 47 to Manhole 48, • -Oil - 53 - 18"X1LD11iro2.s Manhole 50 -to Manhole 48, ' - . 139 •. 54 • /8-X23' • Curb Inlet 49 to Manhole 50, z• 15 55 • ' 18-X248' • Manhole 52 to Manhole 50 , • 211 • 510 51 • 78-X 39' • Curb Inlet 51 to Manhole 52, •.. 28 • saA • grx a Sr. y 1s CUr6 Wick 1-11 to C.,.c.c.Ita-.Exa+J•i Are 9 BWL.T SANIT M SEWER PIP (2" VCP 93 uw FT - use D Pt& Roo$. D mt./...ye IQ - tt / // ///// 55 'J .4 'm-55-08() Stole: /'c 20' Get ZiAr (810 61nLae (3 /////////////////; R: 0 BUIL CURB INLET, PLAN 443- R4 NO. STATION SIDE •'X" SIDE "A" DISTANCE "Y" EXC. CU. YDS. 47, Le5t7-36a • Rt. ' 4 2" • 2'-5"• ' 12=0" • 4.19• 49 • L7t30 . Lt. ' 4-2". ' 2=5•' - Lt. - Lo' -0'". ,14 • 51 • 591-81. • Rt.. 4=2" - 2'-5.. • 614E1 0' 1&/y• t (BUIL• MANHOLE, SPECIAL. PLAN IC NO. STATION TO SIDE SIZE .• • DISTANCE FRAME RING COVER TYPE 45 , [05- 53 . In 24' R. C.G. Lt. • . 21 . . L' • Type IL - •L57Lo5-// '5t. A 50 •. 57127, • Lt. - . G4 - /8 • 9 L. Type II 66 + 8E - is'Rr A 52 6'• x 98.5- ' ci-AV L9t78 • 1 , ' Lt. • L' • Type ll A *Type C NOTE: Refer to Special Pian 2C for Water Service Details. �1. co QC• 41) o KA 0 r , ,) . , , '/ / , , , , , k vG 52 • Proposecl San. Sewt. .- .5461...cower line or-- tinier /file ;/o") —c. --cat line 8' 51 REMOVED EXISTING SEWER PIPE STATION TO STATION SIZE .• • HDWLS. F.E.S. EXC. CU. YDS. 1 L5t42-21' Rt. to L51105-1Lo"Rt. • In 24' R. C.G. . . 21 . 12 - •L57Lo5-// '5t. to to LLt85-15 Rt. , 107t07 -14'7r -j- 12"Y 123' R. C. P. 12735 R. c.G • 15' • . G4 - /8 • 9 •LL188-15'Rt L 66 + 8E - is'Rr ro 67'- 7y - sra.s'2r 6'• x 98.5- ' ci-AV • 1 , ' REMOVEPINLET . STATION SIDE DISTANCE EACH 1051- 42• Rt. • . 21 . 1 • 55155 Rt. • 15' • 1 • L101-88 , Rt. , 15 • 1 , ' L7 t 07 • Lt. 14' • 1 . • 2' WATER MAIN QUANT/T/E5 01 Pine Gate Wye, 411. Pun er p Nqdiant CI9 Fiftin B Lbs. Wet Tap Cut- In Remove H Neirwn/ • Remove Meter Pit Relocate Meter Pit /0" air 4,. /0' a/, 4° 600 3! /4 5 4 / 2 /805 3 2 — -13 0 N 7'57 ISM 15 3'6s Line �L — .Sin. Sewer ti k Alan a N N tiff n ti >n oo WATER SYSTEM & DRAINAGE PLAN chL 0 NeN • s: Al meter Line — — — — — — — .- nos Linen_ — ►' `/0"Nd� Water Mae N m,U 1.1:L Oe%0-trira J Lk 00 • (-4)�1, 7crr\ter M { off( kiku 0'corsc �S n� 4 e° • M1 '1 For Proposed Sanitary Sewer See Sheets /3 - /5 Location Shown on this Pion For informal/on Only. t tv. H 1- • o 24 1/41/41 v�• l •0 P rALLINW C ft) \ 0 BUILS CURB INLET, PLAN 443- 194 .' BUILD REINFORCED CONCRETE SEWER PIPE NO.. I SIZE • "A'„ DESCRIP i ION EXC. CU. YDS. 57 • 98"'X Be -•a9 • Curb Inlet 54 -LO Manho/e 55,• .. 18 • 58 • 18"X "Isa l -'t. Manhole 55 to Manhole 57 , .. 119 • 24 1/41/41 v�• l •0 P rALLINW C ft) \ 0 BUILS CURB INLET, PLAN 443- 194 NO. , STATION SIDE "X'• "A'„ "Y" EXC. CU. YDS. 54 • 74 t 91 • Rt.• 4'-2" • :" IE.-Div-on•18-ai o" 54o- 71t91 l -'t. `' L" 5" . I a 1' -13 0 NOTE: Refer to Special Plan 2C for Water Service Details. • 1' 0 M 55 • im-5508(2)1 Iq Scale. /"=20' • .141 Proposed San. Sewer i 4 i Sen. Serer Live --e_age JEnt.��_ J A �• aA N, o 412 X01.,d k1 : '0 " CVs kP o 4 0���_ "—• 1 CO " cis oc Rb -catsj�(1) Li,icbco OEQt.'s • .1 ChUIL-6--MANHOLE, SPECIAL. PLAN IC , NO. STATION SIDE DISTANCE FRAME RING COVER TYPE 55 • 74 t 99.7 • Rt. • 5 • . Type 7I •A Type C Ndfi{ar Lake (B) 3"t Lune 1 M e"x6eer Lux atm -34 N Okk X X • • 1, v 0 ma ccs ci• 00 ao m k o O • ()CJ C3 1/49 WATER SYSTEM & DRAINAGE PLAN WATER MAIN QUANT/T/E5 `o U.1 Pipe Gate Va/ve /i 5 Pumper Nydian/ el Fillings Lbs. Wet To p Cut -/n Remove—Remove Hydran/ Meter Pit Relocate Meter Pit /0 / Ed" %C7 RING 4 600 4 25 1 f 2 / 795 l / 57a • 78t8�0 — 44,1/4 cc J s • 1,1 V, • \a. For Proposed Son/tory Sewer See Sheets /3-15 Locution Shown on this Plan For /n/ormotion Only 0 0 �. O t t S, L C. kft e -C() 'yam l L, ,i. N -h 1 J� arr ter �' --- — (I--- ® – _ice • \rt: �9 N � N O�.•h� N .a 1n _ • noarama 1111 11111 11/MINSINININIMMISIIIIMIle latter ran dill alliiiiiiijiiiiiiiiiiiiiillarlilaaa.11111111111111e i i7 i u c • /O°144'fer Mein frria 7 y C` jv h !ry •i NOTE:Refer to Special Plan 2C for Water Service Details. 59 M n 1/49k Q UI SPECIAL PLAN I C' L - MANHOLE., NO. STATION • SIDE DISTANCE FRAME RING COVER TYPE 57 • 7L0-1- 4-1 • Rt. • 5• - Type II _ A - 57a • 78t8�0 • Rt . • 5• . Type II • A • /00, 50t 7-20 Rt. • 5 • Type II A • Type C (17-5508(2) 20 Scale /"r20/ "Gas Line l0'k(derbie N 713/3? WATER MAIN QUANTIT/E5 D.I. Pipe Gate Wye, RI. fium5paer Iwo& Ffig745 - Le.); Wet Tal, Cut -In Remove Ilvelc.x2/ Remove MeterPg- Wil all dft Hp 6"4" 18-X 28' • 400 5 25 2 / 2.-5" / 7/0 - / / :CY — WATER SYSTEM & DRAINAGE PLAN -1 re 41 "on cri • • • 0 BUIL4 REINFORCED CONCRETE SEWER PIPE NO. ' FRAME SIZE DESCRIPTION "A" EXC. CU. YDS. /07 -\ LJ. - 18-X 28' • Curb Inlet /02 to Manho/e /03, N. Lt 18 • /08 ' 2.-5" 15"XS-kti Curb in let Lof to Manhole /..3, ' Z5 • Log - Pt • 24"X_30Ik5 Manhole 103 to Manho/e LL . 34/ • 9 G7 1/49 7 ••, c't\c•Pg _cgaGits,14;Ie ,-,t9144‘r bre 0 BUIL; CURB INLET,PLAN 443-R.4 NO. STATION SIDE SIDE FRAME "X" COVER TYPE "A" 84 t 45 • "y" EXC. CU. YDS. LJ. - 841-35 . Lt • 4"-2" • 2.-5" • 0-0. 18 • 42 . 841'35 • Pt • 4'2" • 2* -5" • la - 0 . 17 • NOTE, Refer to Special Plan 2C ' for Water Service Details. c) Ett OC) N • • 7 ft? 550,912) 21 • CBUIL6 MANHOLE, SPECIAL PLAN IC NO. STATION SIDE DISTANCE FRAME RING COVER TYPE Lo3 • 84 t 45 • Rt • 5' • Type LI . A • Type C N Scale: /11,-• 20' • 4 •-• WATER MAIN QUANT/T/E5 D. L Pipe Gate !/Slue, /0" 1 6a I ¢„ /0„ 4 ! — / »('S j irss 1 Roel yf\N...ee P 6" CO 27/, id YSfer Line ti 5" Pumper llydran/ • A C.I. Fi/tings Lbs. 1150 Wet Top Cut- to Remove Hydr'n/ 260 9 l WATER SYSTEM & DRA /NAGE PL AN %i%%/%///i fit rc.A. // / / P N ti BUIL- REINFORCED CONCRETE SEWER PIPE NO. ,a DESCRIPTION EXC. CU. YDS. 70 . .5kZCE Curb inlet Loo to Manhole Lo7 , /4 ' /6"X 33 Rt. /8"72i.EQ. Manhole 25 71 X1-1• Curb Inlet Lo5 to ,../... , 3"-.5',/,;• 3'9 " - 69A • ay"" XaC' • Ma.i hole (7 fo Ma,�lwle 66 O • 7/ - inacquay. x s./ /✓1a.sk0 le GI 9-o / al.e-+ 65- g t. — ___„3"Gas Line a / /0""hSrr/rne gip'- a .13 J N Scale : l _ 20" 0 • BUILD SGT. NO. INLET, PLAN 443 • R4 -CURB NO. STATION SIDE "•X'• "A•• « Rt. "Y"' Type a • Type II EXC. CU. YDS. L,4 887401.:;X--- Lt. Rt. , 3"-.5',/,;• 3'9 " - -4-- ... to i 8,=@ • -I.7 Los • 851-05 • 2.-5' • 88115-21Rt. - 12'-O• 12"X21' RC.P , 16 2oX i deBUIL- MANHOLE, SPECIAL PLAN l C NO. STATION SIDE DISTANCE FRAME RING COVER TYPE LtL.. 58t3Lo Rt. -5.12/" .3.1•x' Type a • Type II 88111-23'Lt.• A • A • 881 Io • RT L,7 • it Type C NOTE Refer to Special Plan 2C for Water Service Details. M -5-50g(2) 22 EO:lIA- Scelu a r(1-Secoe.r d-I"l, UC? _ 170 Jd b FT F REMOVEDINLET REMOVEDEXISTING SEWER PIPE SIDE STATION TO STATION SIZE 8L0185 HDWLS. F.E.S. EXC. CU. YDS. • 84.74'85- 242i. to 88111-23'Lt.• • 12"X 12Lo' R.C.P • 23 ' • C6 • • 581-11-23' Lt. to 88t3Lo-231Lt.. /24.25' RCP ' 21. • 1 • 58142 13 , • 88115-21Rt. to -88t3Lo-23'Rt.• 12"X21' RC.P , 7/ • •88t3Lo-37 Lt. to 88142-37 Lt. • 12'"XLL' R.C.P • 3 , EO:lIA- Scelu a r(1-Secoe.r d-I"l, UC? _ 170 Jd b FT F REMOVEDINLET STATION SIDE DISTANCE . EACH 8L0185 Lt. • 24' • 1 • 881-91 Lt. • 23 ' • 1 - 58115 Rt. • 21. • 1 • 58142 Rt. 37' . 1 . a r K /69 Gos Ser ice (Possib/e) 180 Gos Service (Possible) /93 Begin 4' Wide Conc. Sidewalk //0 Water Slop /65 Water Slop REMOVAL PLAN /75 Aspho// to Brick / 73 Guy Pole Anchor k 93, } /7 € Conc. Sidewalk 4'N 6 2'S / 34 Gos Service 65 £ 36" Wide Conc. Sidewalk FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. / / M-5508(2/ 2 3 /94 Gos Slop 0) m t\ ro 3 Gos Line Son. Sewer Line Scale:/"=20' San Sewer Line /0" Water Line /0"Water Line r m ti a /7r 7////7//7////77////////x/////// 1' TREE CLEARING 8, GRUBBING (For Information Only) STATION SIDE DIST. SIZE 55t68 Rt 27' /0" 55/ 89 Rt 27' /0" 56 '15 Rt 27' /0" 56/4/ Rt 27' /0" 56 / 64 Rt 27' /0" 56 * 89 Rt 27' 9" 57/4/ Rt 26' /0" 57/ 64 Rt 26' /0" 57/90 Rt 26' /0" 39 57 / 45 57 * 59 Rt 168- 0 52/7677 52/$&.89 8/ 53.53 6- 1B/ Fire Hydrant /7//////////////i////////////// //// PP Anchor • /57 Fire Line Vo/ve U 3°ato co o etz O Line Vo/ve /59 NE am Conc. Slob / WALK �•4• A REMOVED DRIVEWAY f:: :; ,::: REMOVE D STATION TO STATION SIDE SQ YDS. 53/6472 54t// Rt 26'-2290.33! 4093.12. 54*fl75 55*04 Lt 49y.5oz 55/50 55/64 Rt 36'35.517 55/7525 55/90 Lt 36 mi zt 56 * /8 56/24 Lt -9- 0 56/83 56 /97 Lt 11-8'25.9 57t 08 57/2/ Rt 332S.gy 57 t 40 57 t 50 Lt X30 77 Lt Mg. ,7,6 30 57/64 57*67 L/ 39 57 / 45 57 * 59 • /57 Fire Line Vo/ve U 3°ato co o etz O Line Vo/ve /59 NE am Conc. Slob / WALK /////// REMOVED PAVEMENT f:: :; ,::: REMOVE D STATION TO STATION SIDE SQ. YDS. 52 /88.73 55 * 43 Rt 26'-2290.33! 54 *05 * Lt £94 53t96 55 43 /30158,s 55 / 43 58 WO ' Rt 6 Lt .94Z903.0 9/.33 55/90 56/83 Lt -Y83.66 372 56 / 97 7tyo 50 * • /57 Fire Line Vo/ve U 3°ato co o etz O Line Vo/ve /59 NE am Conc. Slob / REMOVE D COMBINATION CURB 8,, GUTTER WALK SIDE f:: :; ,::: REMOVE D 55/4393 58/6&5a STATION TO STATION SIDE SQ. FT Rt 54 '00 75 Lt £94 3z at y/ 53t9a 54t 7.9 55 *04 55/27 25 Lt 9/.33 55/90 56/83 Lt -Y83.66 372 56 / 97 7tyo 50 * Lt ., OGS 4/£ 57//6 57//9 Lt Mg. ,7,6 30 57/64 57*67 L/ 39 57 / 45 57 * 59 Rt 168- 0 52/7677 52/$&.89 8/ 53.53 6- REMOVE D COMBINATION CURB 8,, GUTTER STATION TO STATION SIDE LIN. FT. 55/4393 58/6&5a LI 257207. 551 43 55 / 50 Rt o 5514466 58t00 Rt -236233„ / • A A AlA AAr‘AAAA'A'Ax^-A 4"G...C37aver hos i /o'heir Line N T AAA ,AA • q 9 A S- r/HZ rAdOrrf IdOer 0 AA AAA 3 .c A AAA A AA A A A /, , / / / // // / / ,//// / / / / / / / / / C M C Q y '7 it ` �r tC /` ,. < Q2 \ �� ' a '`' .� Q ^ Y .. 1�/'':•-r::: .i Vii: cE. tc. 2 =3 \.^ P N tc ,n. (C ",1. v- •-a �, .. Y. i. 1. -c.i. ' 4 , `,- b . 1 0 tti k dirdrz ti REMOVEDTREE STATION SIDE DIST. SIZE 59'32 1/ 24' /Z" SF t:52 Lf 24' . /6" 59172 LI 254' 20" &0+.39 RI- 25' 22" GOtO Lt 25' /2" 4/124 /1:77` 25-' 23" 6/t 25 Lt 25' 26" 4/142 L/ 25' 27" 2`%138.0 7S 63 4-38 /7y. yo 59t0o 597k360 TREE CLEARING E GRUBBING (For Information Only) STATION SIDE DIST. SIZE 58*/3 SO. YDS. 26' /0" 59t/2 Lf 2/' /0" 6,1 + go Rt. 3 1 ' S" 2953.54 79' NIS* 5-91 070q a- 83.x" I 2 7 8277. M1. L 22C •3N W REMOVAL PLAN t, ta` . - ln n n Namegmagssistaata. Ir c c N 7.7 A A 6 •,/'\:°. ^_ I ®7a���` n n n n n n n i'fft.t-1:. r ,. r n ..#: 4.; : ♦ems.+ ( r. n A"A"A^n"n r� it it M -S.5"08(2) a+ • z aacr C a . z •3�W op. c • (� a XXX AZ/r A A/ Ae /4ZAASS A, A Scale: /4r20k - Gss Lime `2 7/r/4/4,,trarilr ./V .. .. ^. 4. AA;AA.. .. ... ... .. ... .. • n n/. nA AA'A A''•'A'x A'AAk'A X'A'k'R FR A' Ann nn AAA nnn nn nn Annnnnnn ... ......•I. / n n"n"n"n"nnn A AAA n nn n e^""n � n nnnnn^ """°nnn"n n n n nnn�����«<`. . .��.�.♦ ♦ 1'(f��P Ala n A SA. .Lt n Ann"n nnn"""� A A n n n A n A n. n A 1.A n n n AAA n n / o eSV<.�.��e.�.��♦10�� ^"nnn A 00000000000000000o�000sos0000e000 :AA�� �'� AAAA s,e��e�<�e�.�.�. �0����,��5���������a,�. (8., ism r7 � d eettes• % AA rat. dritS4s����������� ��i����s�ii; ♦eh ..�i.�.:.. is - AnA"A� iia �``+'�e •t •••it at a a s����•e.:.A410::X ?X /i/ ///7 77 F /�//,/i,i///iii/////,//// . v 4.1 14 C' C� ` v '^ `., ter. Y /I ///,/////////' / , / / /// , / / REMOVEDCOMBINATION CURB & GUTTER REMOVEDPAVEMENT STATION TO STATION SIDE SO. YDS. 18.00 580 00 53 t -6-&t3 4 400 /9/ c L/ G f, 63 2 700 Lf 5g9335L 58'tgo 6It81 Cz 8 / 2953.54 79' NIS* 5-91 070q a- 83.x" I 2 7 8277. 6 249'o Gvf oo R/- REMOVEDCOMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. SBroo SSi52- 1/ - 89 580 00 53 t -6-&t3 8/ S8^00.57+50 58'12 G f, 63 / Lf 5g9335L 58'tgo 6It81 Cz 8 / R t 79' NIS* 5-91 070q a- 83.x" I 2 7 8277. 6 249'o Gvf oo R/- /60/57 1/ 62.7-4/0 6'Zt73 Lf -tso zit L7 -/-1-6- 5 a GZ171�63ty2 6oo R/ (03.36 /098.11 • • 0 V / w P REMOVEDDRIVEWAY STATION 3TO STATION SIDE SO. YDS. 19 {¢/ S9 4‘ 3 /9/ 62 59'82 - Sr 92 L/ S8^00.57+50 58'12 214 26.30 40.30 GO"38 1/ 7/25.5/ 225.55 40°8/ 40 r89 1/ 79' NIS* 6/129 4/*37 1/ 2019,95 K/ ' GZt.5.9n 6209th 95 1/ -14 q,70 42*6339 64.00 // 333 63+29 1/1Zia R/ (03.36 /098.11 /634 Li- Jr 2`%138.0 7S 63 4-38 /7y. yo 59t0o 597k360 RT 2-1/Mo /40 159.6o /'3S937 42*64o7 L/ 348 yy8.59 /7'5557 42' 76 Lt 730 2 6l. 98 0 1 7145 Ll/c, EP IPE ,REMOVEDWALK STATION TO STATION SIDE SO."FT. Lf 556.30 S8^00.57+50 58'12 28G 58*35gq 58+154, 63 43' 225.55 357 58*83 59.82 1 / 498. 5a i, o f 18099 .3-9/1/ K/ ' 148 /2-6.10 59.92 G0*50 1/ 171,oy /SG 59*G3 6/"91 R/ /098.11 995 40.38 4648/ L/ ' /7y. yo /72 40}89 4/•29 (1 /40 159.6o /'3S937 42*64o7 L/ 348 yy8.59 /7'5557 42' 76 Lt 730 2 6l. 98 L/ /yo.3o 47*74 95 43' e-3 21 /11 4.3* -3-4-88 44*00 Lf 2/9 . • • • • t -7O/4/?? REMOVAL PLAN M-550872) 25 L//. /4/ //J./ Scole:i"20' et Sirs Liffe A A""AAAA' $vi Saver Lot /e' Meer 167e 8" Setae • s ••• ♦s •e •4• N6lo' Lane (0"j Gas,Linei 8" AA•$AAA AAAAA 4AAA // // / / / / ////i' //////7/7////7/ ////////Iii// /////// REMOVEDTREE STATION SIDE DIST. SIZE '49A50 L/ 27 28" 361 7Z- 4100 44'98 1/ LI 97 6488/ 84'6.73 5-9z2. REMOVEDDRIVEWAY REMOVEPWALK STATION "' TO STATION SIDE STATION TO STATION SIDE SQ. FT. 361 7Z- 4100 44'98 1/ LI 97 6488/ 84'6.73 5-9z2. 450/13-0 44 *43 Lf 7/4 /7/ L05'39 67f 99 RI 3518.23 35/ 2,4'35.77 2 3 40 48'3/ 48"85 1/ 2/4 265,00 /S 48"94 1.9'S8 LI 34'.90 49"S8 70'00 gas. do 342 687/' 1z lo81, 76 Rf 586.33 S76 68-x-27 70 too RI- /017 b REMOVEDDRIVEWAY ' STATION "' TO STATION SIDE SQ. YDS. SIDE 44F00 44 19 9e,- RI _ 361 7Z- ./83 44{-9 7 G4*_Id 44/4-47o LI 97 22.22 27 44;98 45142 /1 55 159.03 /7/ 44'94 48*S/ LI 3518.23 35/ 47/99 4EV& /1 R/ -9- 22. zz 48' 74 48'87 Rf. 27.7/ /S 48'85 48.94 2/ - - 34'.90 49"S8 70'00 t/ I/O REMOVEPCOMBINATION CURB & GUTTER ' STATION TO STATION SIDE SID.E , LIN. FT. ‘4';00 44{-9 7 RI 97 64w00 RIiLI 55 LI 6074.5" 1St 55 66 tis 66 f 6 3 Lf, 747 i 6 67‘5? -4‘92 70 too [-f 3 o 70/32 REMOVEOPAVEMENT STATION TO STATION SIDE SQ. YDS: 64,-00 45'5O Rf.•L/ -9646- 4S A:50 70*00 RIiLI 2200 ° .49 SS. so 70/32 REMOVAL PLAN MS5O8(2) 26 r So % T. 1 r Z--1 a '.i cj s y a c 'SC 1.a 3G`d5 ine `A ""� ♦♦ 4)1 ♦ A \• AAAA '� wAA AA •' )• A 111. FAS Fj A n A A A".AA"AA"A^A^AA ^AA"A"A^A A A A n A• .�♦♦.Wa W'. ♦�♦♦• A•�*CT " ""A A A AA A A.f•` ♦ A4'4IA / n nn \AwAitAra-,_ ^iAAAAA.�♦ `A A^,♦♦♦♦♦♦♦ .. ♦ ♦♦♦♦�♦�♦♦♦♦♦� n n n"nn^n^n"n ^"n^ AA^n . :} ^ FSA A AA \ ^ A• l 414 - I; ♦♦♦ ♦♦♦♦♦♦♦ ♦♦ ♦ .s '.; """" " AAAA"^ F. 'f�♦♦♦"A- "" _a-,-`� ..AAAR ," 1 1A",:i ►♦♦ 1 tAA^; c♦�♦:.♦Q�♦ Vis♦:.:♦♦♦�♦ �s♦��♦♦v♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦♦♦♦♦j♦j♦♦♦�♦♦♦♦♦♦�♦♦♦�♦♦♦�. s �x A. Ges L ins (9'l \ ♦♦O♦ti --- —------- ... 77. --- — — 4_�%:�..;<.,:,::; ;;:A/ ♦♦♦♦�-Assn.Scker Elie Sco%. /"=20' o/////s/////��►a//�// / �.////`'aS������� /HAZ \AnAA. ♦ ♦i♦� xs ,��.�♦♦♦,�♦O♦ _ x.\\*♦�♦♦�♦p� _ " A °♦♦♦i0i♦♦♦♦♦♦o"AA"A A^ __ A �:ii * A^////:./.. !"♦ ♦`�'♦^A - A A"A^A"A O♦♦♦ ♦♦♦ ♦®♦•♦♦®♦♦ r-- vvvvd w . ♦♦♦ v i♦i 0�♦�� ♦�♦i♦ �,. A AAA A "A .AAA AA^, ♦i♦♦ ♦mi A A A A o�i♦♦ii♦ii♦i♦ ♦ o��,� A n A^A"A AAA ^"�^A^n^nA^A A V A A^A^A^ ^A^A^A A^A^n^ A" r♦..'♦.♦♦♦♦�♦�♦�♦�♦�♦�♦V♦V♦V♦31•♦♦♦♦♦♦♦♦ ♦ � ♦♦�♦♦♦/i .-♦.11►♦♦♦♦�♦♦♦ .. ^ n n A n n n A . ♦��♦�♦�♦� ...�..a " ♦�♦w_���� ���..�.�.�.��� �♦♦♦�������♦��♦�0.♦a���♦/ I ♦' . ' i �♦�♦♦♦♦�♦�4sta REMOVEPTREE STATION SIDE DIST. SIZE-' 70137 1/ 28' 23- 3"70'2/ 70' 2/ 2/ 22' is' 7/#O/ L/ 28' 2/" 7/#24 2/ 28' 2/" 7/*S9 Lt 28' 2/" 72+07 11. 23' 15" 72#62 Lf 22' /G" 72t96 Lf 20' 26" R/ L / 96.34/ REMOVEDCOMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. 76 edD 28' 72'/2 L/ 2/ ZSr 1354 2253255.9 720 3 72,451 71.59 56 75,47 4" 74,00 1/ 72 ¢" 73r9/ /57/ 27' ¢" TREE CLEARING a GRUBBING (For Information Only) STATION SIDE DIST. SIZE 7/ #89 Lf 28' //" 72+0/ Rt 28' 3" 72,451 n'-/ 27' 4" 73+9 Rf 27' ¢" 73r9/ /57/ 27' ¢" 22 70'58 65 71101 RE IIOVERWALK" REMOVEDPAVEMENT STATION TO STATION SIDE SQ. YDS. 707'00 -SQ.YDS. 74 #00 M' ? Li /4l i 2773 Lr 4/ 61.03 2888. 47i 70,/6 70'82 7/7'0/ 7/,12 70 #33 /Fit - 11- RE IIOVERWALK" REMOVEDDRIVEWAY STATION TO STATION SIDE STATION TO -STATION SIDE '•%< -SQ.YDS. 757.76 7000 /4l i 70.29 Lr 4/ 61.03 70,/6 70'82 7/7'0/ 7/,12 70 #33 /Fit - 11- 0 22 70'58 65 71101 /P/ St 72'32 7Y. / 8 70X92 , 7/#02 72+72 79-.33 7/#6al R/ L / 96.34/ 72 72,/2 L/ 72#32 /7/ 93- 73#S3" 7402/ 39. 15 73,33 ysa. h's 730:5 h'/ -92- 213.96 75'34 75'S3 71,01 1/ sem- 75#7372 11•5,1 75,92 2/4 74,9/ 2/ LA 'Sac !1s•s$ /ZS' 74'z-Fo5 72198 731-33 74,00 R/ /24 • 721.72. 72#98 RT 374/9 7.5/744-5, 7.59-36 �.. i 20/.13 RE IIOVERWALK" STATION TO STATION SIDE SQ. FT. , 70#046 _ _ R/i R/ 757.76 :70*/ /4l i 70 33 7©,# 65 21& •., RI 2158.35 70'82 7/7'0/ 7/,12 570 746,29 72*/1 11- -76.5".2.4/ i3.?P 7/,G1 i 720/2 R/ 306. /9 143 72'32 /P/ 274. s4/ 72+72 79-.33 104 72,43. 73'36 L / s6 3.2, 51/ 73#44 78#92 L/ 2$24.3/ - 73#S3" 7402/ R/ X78• ysa. h's R/ 74#19.55 7S'f4 382 7 75'S3 R/ -52- j 5/3.67 75#7372 75-#b 7 7L 406 1/ 2/4 LA 'Sac .52 • oo 74, s-,' sty 75g1-.0{7� -t• Z S 72198 731-33 R7 2'!3.'7q e.._o..o•,u.. 03.21,6 -7viris 7 REll OVAL PLAN 415508(2 7 • A A AAA " AAAAA A AAAA W Aa6. • r *A A A \A AAAAA \AAAAA 'AAAA" AAA A :AAAA" AAA AAA AAA AAAAA AAAAA Scale /"., 2C' A AAA ®44•11, �AAI♦♦��� •' �• n A A A n n nF T .Fi.♦_..♦•♦ IA..A\\ (� n n' .•�.^ x n A A An ! ♦♦ . A\\ •�♦♦ �I ` \ • f _/ nA^AA ♦ ♦^ .I A AAA A \. A A A A A A A A A A "AAAAA ♦♦ ♦ A A A. AA A AA4iAA AV ^AAAA AAAA AAAA AAAAAAAAATAF.A / eT��.�����♦♦♦ �YI� ♦�♦ { nA nn n ♦♦� `n n n^An nAnnnnAA / n An 'n�♦♦♦♦^^A�^A^A♦♦A A AA A A �.= -- A A A A n A A ,A A .1 � nAAA A A A A AA n ♦ , A A^n A Ay eAF^A^AA AAAA^ ^^ AA. AAAA ^"A^ �A A n AAA AAA 0 .Y... .Y.. Jif Nom:: :..• ` � A A/ V c p n 11 0/ / 1 77:147 I ♦♦♦..At A A A A A A AAAA A A A__ A A A A A A A A A A A A A A A A A A A A n A A A A n A A A A A A AAAAA A A A A A A A A AAAA"AAAAA AAA A A A A A A A AAAAA^AAAAA A A A AAAA AAA A A" A A A A A A A A A A A A A A A nA n A A A A A A A A A A A A A A A A n A A A A A A A A A A`♦ i r ./. , .I n A n n A n A A A A n n AA nn An n n n n A n n A n n n n A n"".. n n. A w e AAAAA n A A n n n n n n A n n nAA n A AAA n�♦�♦�♦�♦�♦�♦�♦�♦��♦�♦�♦�♦�♦�♦B A A A A A /" n n n"/n •. n.. n.. •.• n T- A n n n n n n n A n __•__♦__._.__��.��._�______._ _ __ ._ A A A A A A A A A fA A A A A A A A A A A A n A A A A n A nAAAAA AA AA AA/,A A� taa,.44174::::• AA^; .HO ►�♦-♦�% 0'. AAA ♦♦♦rq♦%47••. ►♦♦♦♦♦♦.1i,�'�1 AAA AAJ. A:^A^AAAA REMOVEDTREE STATION SIDE DIST. SIZE 74.3-1 L/ 22 29" 79''77 LI 26' 26 " 80'03 Lt 26' 3/ " 80'78. 2/ 2S' 22" 8O#87 2/ 36' 20" 77.23 Lt 33- A/3,56 TREE CLEARING E GRUBBING (For Info motion Only) STATION SIDE DIST SIZE 7959 L1" 25' l/" 7C, X00 7G 400 8/' 03 .Q/ REMOVEPCOMBINATION CURB & GUTTER 'REMOVED DRIVEWAY TO STATION TO STATION SIDE SQ. YDS. SQ. FT. 7C, X00 7G 400 8/' 03 .Q/ LI 02/.80 58-3 76, 63 368 76 , 72' Lt 2% 38 20 7708 /x53.92 77.23 Lt 33- A/3,56 7760 ' 77'75 L/ 3. 2ez s s 78•/4 78•/9 L/ -&- RS. 96 7806 7 /S6 78.79 L/ 26 p 146" 79'33 9-3o.32 79'54 1/ • ya• 62 SG 80d/ Slf/9 L/" 22 20: y6 2/ ela r .5aa • so 7d • 7942 81.04 RI nor. 859.3 7 79"5$ 80F// 2 / 0 273 80#/9 8/-D3 1/ 3a•'to e01 8/7'4'78 8200 1/ 248 . REMOVEPCOMBINATION CURB & GUTTER REMOVEDWALK TO STATION . :. STATION TO STATION 76 FOD SIDE SQ. FT. L t 7G 400 76-43 3335 LI 393.7o 368 7G#/G 78097 8/ //20 /x53.92 77472 77"08 L/ ' t7/.o0 /44 7723 Lf X77 SO /S6 7775 7816 /1 146" 1 9-3o.32 78-/9 • Lt 70 '47 /92 79 7933 2/ ela r .5aa • so 7d • 7942 81.04 RI nor. 859.3 7 79"5$ 80F// 2 / 0 273 80#/9 8/-D3 1/ 3a•'to e01 8/7'4'78 8200 1/ 248 . 8/F6 4 82''00 8/ 734 • REMOVEPCOMBINATION CURB & GUTTER STATION TO STATION . SIDE LIN. FT. 76 FOD 76'00 81004 L t 8/171/ Sd 5569•-1 3335 39z6.7o x,A..OAROeLu.. o.,A.." o,,,,A 7f�si3? REMOVEOPAVEMENT STATION TO STATION SIDE SQ. YDS. 76'00 82'00 8/171/ 3335 39z6.7o x,A..OAROeLu.. o.,A.." o,,,,A 7f�si3? No CS 1- • REMOVAL PLAN 0 ca ttc I 4 0 __C}`. r . A AAn" " " " AA / AAA AAAAAAA / \AA" AAA AAAAA Ann AAAAAAA fi A n n n n n n n n n n nAh A �A n n n AI n n nnAn^n"nAA"n"n"n"n"n"e nAn"n"n^n n n n n n A n n n n A A A n n n n A A A A A A^AAA^A ^A A A A A A A A" A A^A A A A .♦♦♦ ♦ ♦♦., A A A A A A .1 "A A A"A "A A A A A"A A A A ^AA A^A A ',,,// A A A A A A A A A A AAAA"A^AAAAAAAAAAA .♦ ♦�♦�♦♦./•A A A A A A A A A A A A A A"A :11115SAA•A A A A^A A A A A"A A A A A A A"AAA A A A/ r \� A AAAA A A.A A A A l l.�.��_.� 4L+l*lbA&I♦�,I�I� IA"AAAA AA A A A AA AAAAAA" A' -_ ^ A A A^' IJ �.�I A A A `�v.w.r,rru�rw+r� AAAA A A A A A A A' A A A A A n v'-'---����'�,I _ aAzaid/7/ 1dN6�er Line _ (::A2AA://.82778^8^4^8^8^ A♦ -A A... _AA"AAA"` AA"A^A"A^A AA A A AA AAA AAA AA AA A A A A"A AAAA A"A" AA A AAAAA�A"^AAAA A A A A A A A A AAA AA. A� -�-_- '� 1 �AAn A`�A --, �A n A n n n n A nAn A n n`A'JA n "n"n" An"n"A"n"nAn^n"n"A"nnn^n"n"n"A"n��•A AAA"nrl I8A n n nK nnnnnnnnnAn ^�^n nnnA n"n n n n A A"n nI 1 AA AAAAAAAAAA"AAAAAAA ♦O. AA"AAAAAAA^A A. A.A AAAAA"AAAAAAA"AAAAA A A"AAAAAAA A"AAAAA A A" AAAA A A A AAAAAAAA " AAAA^A"AAA"""AAAAAAAAA"AAAAAAAAAA"AAA/A^A^A A.A A A"AA �♦♦•.♦, A A A A A A^A"A^A^ A A A h A A A AAA " A A AAA A A A"A A A A A"A A"AA A A A A A AAAA A AA AA A 'A A A A^ ^ A A A A A A A. AA A A A A/// I• //J / n A A A ,.- �- - AAA/2///// ////�"n A / / /27? 72772712// //"�/// nnn AnnA^A ; .( AA^nAn An"A^n n n n n / n A A A" "A "A An n A n n n`q�e n n -\ P n • / A^AA I^.^A^A •,,� I AAA AA 1A AA AA AA ^AAA AAA '�+ 'l y 4 n n A A A. ,.. nAA AnA AAn AnAAAA AAAAA j AAAA AAnAn An ^`�. AAA � AA"AAAAA n A �AAAp- A/rmn^A^n^A^n^tOnAn nal; A 11..�� / ',AttAA;.• i „ ""AAn �J c'•s /� �}' / V(1 \S A\'Ad'0^A^ : ' /�• �r AAA�/Ai^�• V`tC / .. 3"bas 4 AAA A AIA AA A/A A 4 ,C) 0:0 7 - ,M5508/2) 28 /A(aes %,ne "Weler Line AEMOVEDDRIVEWAY REMOVEDWALK STATION TO STATION TO STATION .SIDE SQ. FT. - 84'00 - 82' 00. 83,01 8/ $ j /7./6 lay. 36 62d 82;00 82.4 -ii 1/ 10-2_ L / 137.8/ Ss. /5 83,24 83+6259 /474 3Po a17.00 83'72 80/7 L/ -55 Yo^Y.98- 84 # 84' 413 84'4.4, L/ a 68.5? 2/5 35r20 84,00 2/ /795 • 8525 84 •DO L/ 795 • 831-72 73 S yd 73 Rt /oA5.9'/ %(00 Lf 5 82.1 Z7 (s-1 7Z 45 Z t-4.4_47 831-04 1± Fge . 28'O.77 4 ,C) 0:0 7 - ,M5508/2) 28 /A(aes %,ne "Weler Line AEMOVEDDRIVEWAY REMOVEPPAVEMENT STATION TO STATION SIDE SO. YDS. 82}00 - 84'00 - ,?/ `Lf - 3/05 $ j /7./6 83'¢ra 59 83•ia 73 3i9li.SAS/ $ 9.57 80/7 - 84.44 L / 4 ,C) 0:0 7 - ,M5508/2) 28 /A(aes %,ne "Weler Line AEMOVEDDRIVEWAY 1,,,,STATION STATIIONTO STATION SIDE SQ- YDS. - LIN. FT. a::.. 83,72 / / -7-_ // 82i 7 8Z.27 8232 82¢4-17 Lr` $ j /7./6 83'¢ra 59 83•ia 73 fp/ $ 9.57 80/7 - 84.44 L / Ss. /5 Fi MOVEDCOMBINATION CURB & GUTTER 1,,,,STATION TO STA�fTION SIDE -.. - LIN. FT. a::.. 83,72 ._._ 84#h 7 // .. di I Scale: / n= 20' .,MOA.o..,,C. o,.,... e„». r w/z13 `= REMOVAL PLAN S508/2) 217 Scale.. /"= 20' REMOVED PAVEMENT STATION TO STATION SIDE SQ. YDS. 56165 84'OO 8842 Rt i Z i 1474 627 86tO0 86034so 8/ /4"718.35 85'9.93 462 84'94- 87'11 JP/ REMOVEDDRIVEWAY STATION TO STATION SIDE SQ. YDS. 87114 84'OO 88+2/ 8/ 1/2 627 86tO0 86034so 8/ /&Y. 2 / 85'9.93 462 84'94- 87'11 JP/ REMOVEDWALK STATION TO STATION SIDE SQ. FT.. 84'OO 864-74 Z/ y69.6g 627 86tO0 86034so 8/ 85'9.93 462 84'94- 87'11 JP/ 297 So 2S/ 8 44 9¢ 88 t3 1/ /S/S „/35/.(02. O 4' Wide Conc Sidewalk /59 Gos Service (Possible) 180 Gos Service (Possible) l /93 Begin 4' Wide Conc. Sidewo/k /10 Water Slop CONSTRICT/ON PLAN /75 Asphalt to Brick /82 SS MH /38 SE Cor. B/dg, y ts 173 Guy Pole Anchor 8k Cs c3 2,3 0 /4/ Prop Line FED. ROAD DIV. NO. STATE FED. AID PROJ. NO, SHEET N0. 7 NEBR. M-5508(2) 30 m ^ ► Ag0 a teM 3"Gas L/ne • 'wen os L/ne 3Was Line San. Sewer L/ne •4*** ettni\li WS.. W .‘01 ea: \ W 0 0 0 Ln !r�-+ �-.�.�-.•*:�:.-�-..avy������_�.��'��'s'�z."fir: _MI Line Scale: / "=20' San Sewer Line /0" Water Line J 'c '' N N 14 LIVZ NQN N NN NN co tcc NNN /0"Water Line f 10 ro m SODDING AREA m 3 V STATION STATION SIDE 1.. ENSTH WIDTH QUANTITY 5-.2 74 S$ Sat 7/. ,Pr g3' 4" 332 .' F 542/2 SSt 17/9 fir /37' /' S5'8 S.F iSt lo`>' .5- -7 R7• ,PT. /y-7' 4/' S68sF 5-71223 S8700 77' ' ' 30 8 s r, S'/t o ? Syf 7/ zr,' f 3' S/' 2y8's,F 5-4,--74o9 Sst,z/ Gr /2' q ' -5/ s.f 5575-..Z £sf66 z7. /5' y' 4/95.cSS,t9S S77` DZ S7478 4r. S3' 2/' 336s<. 577437 L T 3S' y'' /S2 S.F. 57t57 C8 foo 7 '/3'./" -8496. /7_2 s. t-: 7to7a/ .2,7 -S02 s.F iota/ 3C& s. y co2 9pp;' /// //,�////////�7///l//7/////////// // / / BUI Lir 81I CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS. 52 •68.6/5 550 43+to.I' Rt 33 / R/ COVER TYPE 368 L/5 8 637`6/.6 55t43- y '/ 0,' Lt 331 /'/ -) 2tR 55 • 43y0.*e 58 t 00 Rt 6 Lt ' 33/5/ -96//2.7o /542 /5<99. ; Race. sr,evc7 Eo TO GRADE, SPECIAL PLAN 1 C ADJUST MANHOLE STATION SIDE DISTANCE FRAME RING COVER TYPE 551 82 Lt 2 /' Type JT Lt 8 y 41 79 / 18/ Fire Hydrant + // PP Anchor abkry +MIl9 t 10411:"�9�f'.t*V. 157 Fire Line Valve 128 /Ire Line Valve / / / +59 NE Cor Conc. Slob BUILTY CONCRETE DRIVEWAY, PLAN 301-R3 STATION SIDE SQ. YDS. 53 t 93 Rt SQ. FT. 43 67.67 5419/ Lt -3z2 55 t 36 Lt -96//2.7o 551 8/ Lt 29 56 t 90 Lt -8422.7%/ 36-30.69 57 1 /5 Rt 57 t 46 Lt 2i 35.7/ 55 1 57 Rt 3637• `/6 5,3, 99.6 F/i.L,E7 GT A78 Sz#6/ Te .5f*GC7 RP7. 6-7 YS 128 /Ire Line Valve / / / +59 NE Cor Conc. Slob .82 .649' .Z5/ SS 9,3 ./9 a8 9. 6 z BU-ILW CONCRETE SIDEWALK, PLAN 301-R3 STATION�TO STATION SIDE WIDTH SQ. FT. 52 t8 -5froy StA y-53 1 tsPe Rt 4' 34842 stilt; 51• C/ f/ 4' 274 FS3-i96 55+4 Z Scr Rt . 44�8 55168 57 t 65-05/ Rt Rt 6' 6' .32.3 7 , 456 57124 -9''O 58 t OO 54t77 -?75 Lt 4' £7G32i 55 t9 G: 55 t La52%/ Lt 4' 778- 55 1 48 55148 551..697& Lt 4' -8496. 56 t 93o2 56 1 82, Lt 4' 352 346 56t99 57140 Li 4' 161 /5 57 it cg-Sfreers19681 44 Lt 4' 488- 27 56<as 56f5,9 Gr. 3' /17.y9 5-7AGS Lr, 3" 25!o 531oi 53ta3C1 n.4ca) Rr t' 60.97 S3y-ye Sat 89 (-m'RRAcc,) /2T 9..9' i39.a3 • S41t0.U.-.69747 3 65'to LT 7b 7hPMc a) es*aa .5sts.2 ro .55fb$ frins.,ters). a...5:9,72. .82 .649' .Z5/ SS 9,3 ./9 a8 9. 6 z 4" Gas S3,S,rvr one- o1 Obi P trn /0" wider Game 0 Nn N -'3 c1/4.1c: 71‘7.97 g , 5AfryZon Ave. 4 t 4.3 m A O X tc M CONSTRUCT/ON PLAN '4 cf c - N cski a v1 v V 1 1\\,+♦O•�S�S �` 1 c LC1 \;9 1 M ti I N CC N ti "r1 NMN N N ti I.• • N v1S M tN N `‘.^' N K N N Nw� M �. NN o3 - NI >" c1' v'4 t.1 N - a_ : I a1SkXX1SS $trever :��1%. 11 _ ���i1 �� ®a�� r �,1�N��1� `,1 �� ��.,11���11��� sr `��" 'o•-ewe1 .ice- - _ .. .. .. - __ me s�..�m.rr-�• r_� 1♦♦ SC S.% I 1 .♦ tea 17 � 1 „ a 4411r �/7; i/'// /// 7.77/7///7 -34 :r // // /////9////// S c -31 1, 4, vl ' -t/ \‘-I o 1- q- cc / .-N l o. N M I� 5 SODDING AREA ` STATION STATION SIDE LENGTH WIDTH QUANTITY 53t 00 s19-66 RT. • 6G' y' e75' 5i .-97`02 S9t37 RT. 37' 3' /// s.F S /635-lo/9.2 Rt. /PT. a27' 3 las/s.c 675'74 00 5?»37 G r. 37 ' y' /2/35-c 687-97 6-97`7 47. 77' q' 3/9Sf 5-9t96 60/--73 A_r _27' 4/' /079S.0 GO f#5" 60t7S- 4T. 30' y' /3-sc 6074 96 ‘/taa z. 7- a6' 4/' /28 s.' 6/ t `Ili 6/7` 93 2-- 7- ill/ y' 202 s.f. 62 t 60 /a,27`73 LT /3' 4/' 39 sf /7 7` 77 6 37`-28 ii 3/ ' 3' 93 c i-31/ 6 31-71/ LT 4/01 3' /a0 s.F 63 74 F 6g7LOO G.T. /' 3' //.2 s 1/2)7'a/ -2,398sF fd 7La / -7606 6-/ ec N • '1 Cu y 7Y v 7 7 7 7 7 // / //',// // /; /// / oz V B :.'''x • SPHALTIC CONCRETE. Y 1 STATION TO STATION IDE SQ. YDS. 59* .37 PLAN + . Rt. 2.4 * loo+DD ,Qt ' G7`. 33/R/ Type JI 3858 0-. 62+ /1 - Rt. 4-9yB8 * For information only *6" Asphaltic Concrete Pavement C. 4, No .17 BUILW 8 "CONCRETE PAVEMENT STATION TO STATION S/OE SIDE PLAN SQ. YDS. 58+ DO Sgt 7a loo+DD ,Qt ' G7`. 33/R/ Type JI 3858 0-. 62+ /1 - Rt. 4-9yB8 59+86 Lt'3v./o 3999. s`Y 66+34 L t, 34••,78: sy 6D+84 Ct. 39a5:oy 6/*33. C. 4, No .17 S. A. No. 6 CcMe,4f97/o/U eoMO,ee7 Cv.PB e 27E� S729770AI To 7,9r/o A/ S/OE STATION 2/A A7 5-9743/ FRAME Sgt 7a R T `/`Z' Pt. /' Type JI 1 �I11' 1 VI% /o "NHiri- Mea N San Seispr Line 4 - UI t \W ; / rei v o rJ M-55082) 3 N Scale: /"=20' Cvr Li�e(2 Woo- Lane ` o "' Ener tine /en, r 75 6/afe rn/el AllANbo Ne o TO GRADE BUILW CONCRETE DRIVEWAY, PLAN 301- R3 ADJUST MANHOLE PLAN IC SPECIAL STATION SIDE DISTANCE FRAME RING COVER TYPE 62* 35 - Pt. /' Type JI 58' 99 57,z0.5- 0-. 62+ /1 - Rt. 4-9yB8 59+86 Lt'3v./o ZL 66+34 L t, 34••,78: sy 6D+84 Ct. 39a5:oy 6/*33. Lt. 1 �I11' 1 VI% /o "NHiri- Mea N San Seispr Line 4 - UI t \W ; / rei v o rJ M-55082) 3 N Scale: /"=20' Cvr Li�e(2 Woo- Lane ` o "' Ener tine /en, r 75 6/afe rn/el ' Bo,Lr C0•0Clera 1,39.e32/E2, CutB PLAN 3o / - R3 STAT/oA1"To STAT/0 n% BUILW CONCRETE DRIVEWAY, PLAN 301- R3 �- 59+ 8z - 6/* SS STATION SIDE SQ. YDS. . 58+03.87 Rt, 46S.9a .7Y 303 Rt 3 / ' 52 z2//w,t/,Qr&o 58' 99 57,z0.5- 27 62+ /1 - Rt. 4-9yB8 59+86 Lt'3v./o ZL 66+34 L t, 34••,78: sy 6D+84 Ct. 39a5:oy 6/*33. Lt. 490 v: 292783 62+ 84 % . Lt: e5yp /; ..3 •P 30- Lt. em.. v.? 6Z+ 63. Rt36�'G.22 59*98 - 63+81..- Lf 4772G.4/ ' Bo,Lr C0•0Clera 1,39.e32/E2, CutB PLAN 3o / - R3 STAT/oA1"To STAT/0 n% SIDE .Ci N. FT 59+ 8z - 6/* SS k -r ao3 s BUILTFICURB RAMP STATION NN SIDE TYPE I PLAN NO 58* 42 WIDTH Lt. 58+DD .7Y 303 58 * 9D 3 / Lt. 58' 99 57,z0.5- ITC 303 62+D0 4,. at 59+6,46r ZL 303 62+54 9714i. Lt. 62+78'. 303 1Y. 41' 490 v: 58-c 58+43527- Gt. 4' -„ 2. 58-'88 59*98 - FOR INFORMATION ONLY /// ///r 7// /i, • /i / i B vs Q7 2z 2.80 :772. 0/397.90 o.oe 's 0$ RECONSTRUCT£DEXISTI NG MANHOLE SPECIAL PLAN IC , STATION BUILD' CONCRETE SIDEWALK, PLAN 301- R3 ' NN FRAME STATION TO STATION SIDE WIDTH SQ. FT. 58+DD 58+66s- Rt. 6 " 3 / 05 58' 99 57,z0.5- 59+40 As• Rt. rt -t 4,. //y 59+6,46r to/* 93 - ,et, c' -f-' 9714i. 62+78'. 64+DD--- Rt 41' 490 v: 58-c 58+43527- Gt. 4' -„ 2. 58-'88 59*98 - Lt. 4' 2159+91 - 60+06- -- Ct. 4' /Z 9 /• 60{433510 Lt. 4' • /32 /2 60+ /6 77 604- 9.47470 6/+ 2z9 -- GT 4 • 12.o•/2 6/*42 62+$$cc Lt. 4' 213 62+5299 62+ 937/ Lf. 4' 21 o a 62*g697 63+ Lt. 4' -/*/-B/.c 2/ 63+36 63+-'476. Lt 4' 153/ ; CO y _2 !`3.+ 7 1. Li. 6,2 t gS.3Y ("2-• "-49 -" R71- 4 - 1i/ -` /7 6ot53 6ot6Y RD ee iio•o1 61too 61* 06 RT 40):(38.7s B vs Q7 2z 2.80 :772. 0/397.90 o.oe 's 0$ RECONSTRUCT£DEXISTI NG MANHOLE SPECIAL PLAN IC , STATION SIDE DISTANCE FRAME RING COVER TYPE 6/* 77 Lf. /9' . Type Jr 3 • a 7f/3/?Y • Z"Cab's line N 51' Gas'L»n _L/l/. / z /2.7 _1 A i4�i•A♦•i♦�� Nv%O♦v.„�� • o♦. �•�-♦-o��♦�♦moo- "-4 �`Nw �♦��*St�al• - • % ♦♦�♦ ♦ o♦ �-Q+ �� t ti // J//////%// Sarver 6iie 1 A cn m /0' 14414+-� - - 8" &sli t T' M m • 3.0 V N CONSTRUCT/ON .PLAN % a >Q 333 c dA N C� y s N O vl� 0 .4 r4 • ////g///1//////2/ / arr- tti t\- 7 44_5508(2) • k o K 1 1 , .���♦ems �e®♦®s♦��e• � s�A \ s. =C•72;4INIL'v Oat" G at ♦tel i .» • ,',44••4 \ v11111k..�r‘ar�"tee ��,C� __•� 'egas- Lite (.37j 32 Scale: /"=20' ■ N 0 • N N tn ti tie‘N9 �N 0 a ���se`°• t♦O i�::♦:�•p�����:`:®S�il11��1'��®�iIRt`t�t`��`O\�\\����►� uas♦so twee s moi // ///// /i%///// % //// � /, / / / % / i/ % // //, " / , // , ////i /% �2 9 0 770 San.. .'osvm- Lee • Alder /the !/0"/ C's LiOC(8" -/////////; 7// ; 5+3 II///7////////////////2I//////� /// Z/III///I/l//////////j7/)7///7///////////////I/ /0 ee� SODDING AREA STATION STATION SIDE LENGTH WIDTH QUANTITY (S' f 6 P. 4'7;492 ,7'T. _2411 2/' 9l 5-.F GStyS 67+/7 RT. /72' y' 68.2 s.` 6yf00 z/t27 LT 27' 26' Li y' /08 s.7'. //6 5-.F' 6Z/1- ‘9' 64195 Lr. s7 -o7 6e 149 LT. 8.71 2/' 34/0 3.7' 6 7 1 08 e 77'`/0 LT. 5-8 3' 112-1 5-F. 6771 82 687-05 L7_ /e l 3' yg S.F 6S't36 68+75 LT. 39' 3" //75-. 6.8f 99 /971.50 LT 3-! 3 75-36-.c 7'0744/ 4774 5-f fiofal /97sy 4784SSM.N. 488 6rvee drake B )SPHALTIC CONCRETE PAV T BUILT 8 " CONCRETE PAVEMENT STATION TO. STATION PLAN SIDE PLAN SQ. YDS. 6g *DO 456 70+796- 65 Rt. ' Lt. 33/R1 Rt 390/ 65+57-- G44-Co3 R+. ,D' Gt. •162/35 5//04. 77 L/L 66.68 68 + 2D Li` 04 Y.C.7.s 68 +87 - Lt EFe/6.As 69-x-76 Lt 4966,9.5 a2.e /0 , Gr. /3. 2.7 B )SPHALTIC CONCRETE PAV T ADJUST BUIL 8" IMPRINTED CONC. MEDIAN SURFACING : I BUILYl CONCRETE .. A STATION TO STATION SIDE PLAN SQ. FT. 69+2.3 22 70+00 R/: e Lt 2-T, 456 66} 78 Rt /' Typc a Rt -13-- 65+57-- G44-Co3 B )SPHALTIC CONCRETE PAV T ADJUST DRIVEWAY, R3 : I BUILYl CONCRETE .. A MANHOLE TO GRADE SPECIAL PLAN I - STATION SIDE DISTANCE FRAME RING, • COVER TYPE 66} 78 Rt /' Typc a Rt -13-- 65+57-- G44-Co3 R+. ,D' Gt. •162/35 67+65- L/L 66.68 68 + 2D Li` 04 Y.C.7.s 68 +87 - Lt EFe/6.As 69-x-76 Lt 4966,9.5 a2.e /0 , B )SPHALTIC CONCRETE PAV T STATION • c STATION DRIVEWAY, R3 : I BUILYl CONCRETE .. A PLAN 301- STATION SIDE SQ. YDS. 65+ /8 Rt. 65-90.26 64+48 Lt.X3.87 64+00 654-2/ Lt 25. Rt 90/..5,.6 65+57-- (71' 35 674- OZ Gt. •162/35 67+65- L/L 66.68 68 + 2D Li` 04 Y.C.7.s 68 +87 - Lt EFe/6.As 69-x-76 Lt 4966,9.5 a2.e /0 , Gr. /3. 2.7 68,-06 .Pr. // 06 677402 Zr /0.7.9 B )SPHALTIC CONCRETE PAV T STATION • c STATION /Sffr. SQ. YDS. 64+2/ 6-• .- - Lt 27 69+59 69+99 Lt 23 >x 11L 64+00 64+95' - Rt 4' 379.5 *For information only '#.6" Asphaltic Concrete Pavement A �9.sz s, 7S ?so. 29 0.s9 3s. 99 Z3o.so BUILD- CURB RAMP -STATION - - BUIL,' CONCRETE SIDEWALK, PLAN 301-.R3 \� PLAN NO 66+5¢ STATION TO STATION 303 SIDE WIDTH SO. FT. 11L 64+00 64+95' - Rt 4' 379.5 65+y c `7E$+i9-70+6\952 Rt ' 4'eo)7 -R-affert 61.0663P96 64+ do-'' Lt,' 4' //' /d loo*,/a.517o 64+98 ; - Li ,y'#¢ /22-24 4' Zo 65, Lill 65.49 _ Lt 65,+{ 66# 5-59 - Lt 4' 36e- 0 G9+OZ 69+49W Lt. 1=t41' /-. 7-f87 68+09,7,` Lt . 4' 88- 63.3-1719/ 68+5" Lt a >Les / 68+97 67t64s7- Lt 46' a7><B7 ESr"O7 Lr. .y. 3' 9.9..9 69 749r 7e,,-// . e - '�` 2.5 - S%SO 681:36 t36 a 65 c w nAce) .c --r Well J 69+//.5 69*/9.5 h7- e.5' to. ZS �9.sz s, 7S ?so. 29 0.s9 3s. 99 Z3o.so BUILD- CURB RAMP -STATION - - - SIDE TYPE PLAN NO 66+5¢ Lt N. 303 67+0ld° Lt 303 11L FOR INFORMATION ONLY OTANOAR00L41e. OMA..A 0331.16 N 4' 7187 IS Tee 7145 ase,- £Or 5prM4/er J. J' N N' .a\ Mara Natelsals.S/ 3"&s Lint - }_gir /0" mbar Line -7---- S"bar Lix ; '%.1/4NZErialiaatigo: 1'14, s0a • '1. BUIL'1P' CURB RAMP STATION SIDE TYPE . PLAN NO 72 t 00 Lt ]SZ 303 72 t 60 . Lt. TT 303 75 t 23 Lt. iv 303 75 t 83 Lt. TE 303 74 t 17 Rt. I 303 74 t 51 Rt I 303 75 t 73 Rt I 303 FOR INFORMATION ONLY SO/2- r 6'o/c,eara- tefle,2/E,e CO,eB Oa/ftO' AND• i1 5.4. Ale. /0 ..5)-4r. ON "Ter o n/ Si OE 1Q7- C/N. rr 38.3 '7/00 7/1-38 7/t66 721./9 R7- '9 8, 5 N 727,33 72-/-5 kr 2I.47) 72.1-6o 731-32- Rt 1 Lt 72.2_ 731.59 7...?/-- ?L /C7" z . / satata • i CONSTRUCT/ON PLAN x /7_ - ww44- ;yr wwwwwwcvean Virittfat • ivtittatattit-tre: Ateteatfra G "4006 q3 3 ADJirMANHOLE TO GRADE . BUILT' 8" IMPRINTED CONC. MEDIAN SURFACING , BUILD 8" CONCRETE PAVEMENT ; - '_ STATION TO STATION SIDE PLAN SQ. YDS. 70+-86- 65 Rt 1 Lt 26+60 R/ Lf- 331/1 1005 V* 53 ,, 8 Rt. Type IT 75+y°I 3788 Fe) 1' k 7,52R7s 70 t 40 73+34. Rt37.63 ¥ 6' E,,m,NgrEo 70 t 25 G "4006 q3 3 ADJirMANHOLE TO GRADE . BUILT' 8" IMPRINTED CONC. MEDIAN SURFACING , STATION TO STATION SIDE PLAN . SQ. FT. 70+4D FRAME 704th Rt 1 Lt e -t, 3543/6. 1/5 2#99 V* 53 ,, 8 Rt. Type IT 75+y°I i_;- 1' k 7,52R7s 70 t 40 73+34. Rt37.63 ¥ 6' G "4006 q3 3 o_.....0,2176 tiN "`® w \ '� OOOww� OwwA • ti r. lrnIr • S a AIL AL ADJirMANHOLE TO GRADE (4o 34 ' SID SPECIAL 20 *53 PLAN I C STATION SIDE DISTANCE FRAME RING COVER TYPE 70*360 !'t Cx .0' 2#99 V* 53 ,, 8 Rt. Type IT 75+y°I i_;- 1' k 7,52R7s 70 t 40 73+34. Rt37.63 ¥ 6' E,,m,NgrEo 70 t 25 o_.....0,2176 tiN "`® w \ '� OOOww� OwwA • ti r. lrnIr • S a AIL AL BO D*ASPHALTIC CONCRETE PAVE 4 IT - BUILVT CONCRETE DRIVEWAY, (4o 34 ' SID PLAN 301- R3 20 *53 STATION SIDE 29 SQ. YDS. 7/ - 29 90* 7G Rt. 33 /9_s -x8.? 9/* 94 2#99 V* 53 ,, Rt Rt. -74F-a1, of/ 23*20 72+22 Rt k 7,52R7s 70 t 40 73+34. Rt37.63 ¥ 6' E,,m,NgrEo 70 t 25 30.0 Rt Rt. /5 .e2-,m,,j,9ra9 25 ' `70 72' 3e�5/ 2242-4s5'* Rt 6' Rt, 24 73 +40-- Lt. 73' • 823.2o 73+98 Lt. a/ 74.-/-6 7jR?t. 5'4'6' 74+29 Lt �`� 26 74*81 Lf. 44'6' 6' 2-432.F8 74 t 34 Rt 24 6-5-.6 RI. 7-1 Y7 138 69+ 9.6 22+ot' Lt R/- Cod /1 75;4 7o T76tt2o .e.: B/, ///c 73.67 To 79/,4// /e7- 62. // 43Y8 73+32 Lt 6' 9 77 ` BO D*ASPHALTIC CONCRETE PAVE 4 IT STATION TO STATION , ' SID SQ. YDS. 20 *53 70.97 Rt. 29 ' 7/ - 29 ' + Rt. 33 * 9/* 94 2#99 Rt. 45 Rt. 73+/8 23*20 r . 49 k 70 t /# 70 t 40 Rt. /7 ¥ 6' For information only *4( 6" Asphaltic Concrete Pavement ' • • • • 44-55082} 33 23 June 87 SCOIe: /"� 201 Sas Lthe (Y") ""-San.Se rLine Wile,- Late :9") Sto -�t+�em-41 risw��rstats�s• 1-a...tsta10tttaSaSSea�. eirn- 77.67 447? 7y,/0 a6.179 2ao. 09 /89 63 1788 /516 //8..<P9 BUILh CONCRETE SIDEWALK, PLAN 301- R3 STATION TO STATION . SIDE WIDTH SQ. FT... 70.00 ' 70 / 5 Rt. 6 10 76. • £327/7,02 2/4-4-a,'y - Rt. 6' 30.0 %/* -64.e6 22+ 12/5/ Rt. 6' 288 Z • 72' 3e�5/ 2242-4s5'* Rt 6' 73' ' a/ 74.-/-6 7jR?t. 5'4'6' 2- 7 271 7474 5057 75 '40-03o Rt 44'6' 6' ', y /O/'5 78158 RI. 6' 138 69+ 9.6 22+ot' Lt 6' Cod 12 / 22* 43Y8 73+32 Lt 6' 9 77 ` 73*41-6 93#-90 Lt 6' 2sa ; it 94+0 744 /2 Lt Varies 40- / 74.40W 74{6¢456 Lt Paries -6,6- Oz375*DD 76- *OD75+28 Lt. 5'e6' /; 9 75+26 710+00 6t. 4'4`6' /20 75/53 701:3 R/. 5"4' /79 " 70 te6 ,PT - /6377 69,4 9'Y ' 70/ /I gr .s ifir.se- 7/too 7/i-/3 RT ,2 ...5: 2. -Fa .7/o 7/1-o3 7/71/'i A7- 6' G7.ao BUIL-6-:CONCRETE BARRIER CURB, ��-- PLAN 3,01- R3 STATION .: TO " STATION SIDE LIN. FT. 4,o474/1'9 7t/,z Rt 10 V F 54711-911.5 9So075t1.',5 Rt 4'L j 9 254.57 7 y. s 25.72 ASS' Rt. ILS I I 75-t-77 7 7 t o 8 RT 13 / eirn- 77.67 447? 7y,/0 a6.179 2ao. 09 /89 63 1788 /516 //8..<P9 3 4'Coz 3"Evs Line - t T m 1. • 0 • a i A00000 oL%, k® :eo: 'o o11Mil��r::����:m:-o&WAXX r t ::o7, wood\X��®�®�%AT4c:®r::®®� Nip/ i / • CONSTRUCT/ON PLAN ®Mkt Ak �e�vs;�s.,�.vs•:� aloe ` (WIMP 6N5.4.4 I �v ea. v♦����Attea tsa�\\\®0��-0•�0�0�o�0ososo�Go�4.\\\ co 4; • •• ,4001►0A s!i►!�S �i A.., `lam �-.��.;;%gooy�ooviVi e 4-. s• • 3 �eAJ b r) C C, t Wt s� C ah� ' n: co • • h 'S N "v rn N N N N \1 M ', n, M T ;:0. u.^nL ST/."E I IED. alp SRiLT ND I . I M-5508(2) 34 0 23 June 87 T y , sge/I.SewerL6re/ enildCr LixY h • $ "M r• Nlin 3 /0 1'44 r /vfdin , ittISN1tleeleattalalltit ®la :NW `" klttt WM. tattl s®X���� eaal`a�®Mtw. t lig°sSied ;;®;:;ZafSa `:�®titer ✓1 / / 'BUIL-W. CURB RAMP STATION .., SIDE TYPE PLAN NO 76+08 Rt 1 3o3 79+03 Rt 1 303 79 }38 Rt. 1 3o 3 80+9/ Rt 77 303 81 +0D Rt ' 1 30 3 81 + 70 Rt, X66' 30 3 111 86+84 Lt.' 17 3o 3 81+75 LL' Gt. 3o3 Iit Lt. Q2S39 Lt 6' 77+/4 -- /3e Lt. -6'3.3362- FOR INFORMATION ONLY BUILDS ; 8 " CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS.' 76+00 82 *DO Ri / Zt 3311? 1 -414-3-72- 44J-5-995/, SIDE SQ. YDS. 5' Y9 5/,93 -198yo,1 79 ¢07&t53.5 80.967 sf 79tya. 79 745/ RT Nf3ANDONE ADJUST 'MANHOLE TO GRADE SPECIAL PLAN I STATION SIDE DISTANCE FRAME RING COVER TYPE 79+20 on g D' 79- Rg '4372 BUIL-Ell-CONCRETE BARRIER PLAN 301- CURB, R3 BUILW' CONCRETE DRIVEWAY, PLAN '301- R 3 ® SIDE r.. 76' 77.0 STATION 290/510, SIDE SQ. YDS. 5' 9y Rt -198yo,1 79 ¢07&t53.5 80.967 sf 79tya. 79 745/ RT q 794-S2. go 4-.94 RT /93, 5 Rt 21 37.0 78 -t -so 797407 BO, 79 S7.o X66' 357 76+9fi79 77+04• Lt. 6' R -t /5 77+25 77+55 Gt. 76+d S Lt. Q2S39 Lt 6' 77+/4 -- /3e Lt. -6'3.3362- 6' 77+6 8 78+86 79+28 L t. 26.27 2_S 78+1s Lt. Gt 34-ly6; zoo SO+28 80+87 78+73 5'ft6' Lt 05.29 Lt. 4'e 5' 79+43 - 79. 96 $01-0 o Gt. -442/77 /8, 90 79-55 71-59 80+/6 - q ' Lt. 3819.16 ..T 4/' 8/+64- Lt 302963 S/+ 93 Gt. 3. ',enrol,. 80. 78 80* 96- /?/ 70 76 foo 70 77-/-5-4-- e /08.57, 77tS'S- To 8074 SS- R7. asv. en. 5o*55 To 8/toa R7' /39, s'/ 9/t -So To sites ,Cr 95/. SS BUIL-Ell-CONCRETE BARRIER PLAN 301- CURB, R3 -- STATION TO STATION SIDE LIN. FT. 76' 77.0 WIDTH 290/510, /0 777/0 / 78t5o.5Rt. Rt 5' 9y Rt -198yo,1 79 ¢07&t53.5 80.967 sf 79tya. 79 745/ RT q 794-S2. go 4-.94 RT /93, 5 77tS . 78'133 i.7- 37.0 78 -t -so 797407 ,[.T S7.o • tt• ‘44k • "If V, ti. r-. M 1 o Scale I". 201 3"6es Gee , /OYp ier/i,e /60.77 .8 05.59 6/77.7* 36s,99 /34/.sy. /9'3.9a /V/'e3 /78.x`6 �/3. Y/ 2`/5.99 351.93 Zoe 22 BUIL - CONCRETE SIDEWALK, PLAN 301-R 3 STATION TO STATION SIDE . WIDTH SQ. FT. 76+08 79+03 Rt 5' /475 38 bof Acus Rt 5' -. 79- -t 8/4-6$63 gict#45 Rt Varies G/6 76+0D 76-60 Lt X66' 357 76+9fi79 77+04• Lt. 6' lGz 77+25 77+55 Gt. 6' Igo 77+2/ 78-04 Lt 6' /3e 28 +27 78 +62 Lt. 6' 2/0 78+86 79+28 Lt. lo' 2_S 79+59 SO --,N1 Lt. 6' zoo SO+28 80+87 Lt. 5'ft6' -524 8/+6-9-63 81 +8399 Lt. 4'e 5' -a 79. 96 $01-0 o 47- Y'' /8, 90 79-55 71-59 �% q ' iv. go 787,- So 78--8'1 ..T 4/' a. .00 /60.77 .8 05.59 6/77.7* 36s,99 /34/.sy. /9'3.9a /V/'e3 /78.x`6 �/3. Y/ 2`/5.99 351.93 Zoe 22 v e taw�Ir®:�i®ire ���®`®�®®�®`�� 3'6x5 Line v M idMdfer Line 4 / 7 ti cc/ cc0 1`N n '1'33 ri °. CONSTRUCT/ON PLAN Ng Q M to of N CC ti N M st®®ext+Sa,e ��®®®�®®�®�®�®o®®®��®®®®o�:�, /// 4 h.a +4.; Q's Cleo V ;11f47 :Jr) '7 M-5508(2); 35 CO 23 June 87 14* > > 2 •' vcs/ /h ' RAMP BUI L'CURB STATION SIDE :: TYPE PLAN NO :. 84+57 Rt, Br 303 85+42 Rt. T/T . 3o 3 84+57 Gf 111 30 3 85 42 Gt. 111 3o 3 !/arie s -96-3' 72 62 81+ 85+21 86+06 Rt Varies WO 83+63 FOR INFORMATION ONLY Q's Cleo V ;11f47 :Jr) '7 M-5508(2); 35 CO 23 June 87 14* > > 2 •' vcs/ /h Su/4-7" BUI La CONCRETE SIDEWALK, PLAN 301- R3t;..: Conk E76 679,eRieie CuES ino0/fl O" C• A. No. 11 S.A. No. /0 .Sr•9770 i1% To Sr4Y/on.> .5/0E SQ FT. J. iAr. FT 34 toy 76d•73 kr X9,4/ 82+85 83+62 Rt, 6' 2/9 Q's Cleo V ;11f47 :Jr) '7 M-5508(2); 35 CO 23 June 87 14* > > 2 •' vcs/ /h STATION TO STATION SIDE .PLA N SO: YDS.• 88*00 86+00 Rt. t• Lt. 331R1 3070 3278. 2L/ 39.* 7a9, R3 220.53 1aas.a9 1397 /11 335. / / 59.02. X22,37 /0"Wa&r Line BUILT CONCRETE DRIVEWAY, STATION BUI La CONCRETE SIDEWALK, PLAN 301- R3t;..: R3 FRAME STATION TO STATION -> SIDE WIDTH SQ FT. Rt. 83+ Rt ' £3(.00 Sites oil 82+85 83+62 Rt, 6' 2/9 83,- Ca66 RL !/arie s -96-3' 72 62 81+ 85+21 86+06 Rt Varies WO 83+63 Lt. 3436.72 84+64Se 004 00 02 I /4, Lt � 96 82+ 44 83+03 Cr, Co' 3q2. 83+ 25 8344435 GA 7' 1/4 83+92 90 84+-72 Lt Varies 920 85+0& 810+DO Gt Varies -996" $a0 -0.S Bat/6 /- . ootids -.5-5',? a STATION TO STATION SIDE .PLA N SO: YDS.• 88*00 86+00 Rt. t• Lt. 331R1 3070 3278. 2L/ 39.* 7a9, R3 220.53 1aas.a9 1397 /11 335. / / 59.02. X22,37 /0"Wa&r Line BUILT CONCRETE DRIVEWAY, STATION ,v� I.:®�. PLAN. 301- R3 FRAME STATION SIDE . SQ: YDS. 83+14 Rt. 20 /7.58 83'66 /0 Rt Rt. /9 8416,7 Lt £4825.29 82'31 /7 83+ /4 Lt f'6/9,03 83+63 Lt. 3436.72 84+64Se Lt lle 7y93 53 Ct 9 85. REcaA,srRuc.-rCo T 'MANHOLE TO GRADE SPECIAL PLAN I C STATION SIDE DISTANCE FRAME RING COVER TYPE 83+/4 • € 0 Type ff 8 Scale: / "= 20' Ni CC b, ' ,L y tu 4 44 k CO \\\\\\\\\\\\\\\\\\\\Ng,/ a a4e\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\r/`/ to Nbfer ti M J 0 \\\\\\\\\\\\\\\\\\\\\\; J :s 414tet `\\\®\\\\\\\\ s:•:•;•Zo;®a„._ _ „tIt��`\ \\� ��\ *44 C _. \ , CC t c V 1/4 a o. CONS TRUCT/ON PLAN 1 3 "Get L//7e 1 /o"N64147e BUILD CURB RAMP 8 "CONCRETE PAVEMENT STATI* SIDE ea /A- 7- AS fNHLT/ C CoAIGiEra /,9vC MEAT SIDE ...57%,72 o Al re TYP PLAN NO 88126 55* $2 432. Lt. /6/.3/0 ,311 303 88 + 24 8 84-Sg 62-/-Z� 35' IIT 303 D 421-73 Lt 47-- -9a& 95 87to/ 88.33.4 6 y-/-oo -ro 691-,72. X r a/S?/A.te 65-i- .:3 ro 65.74.39 /97- Qr6574 o?3.$ TYPC = 6 ..5- *so To (p 574 63 ,LT 68•to6 rc 687480 ,cr FOR INFORMATION ONLY Sco/e: /'�_ 20' 4 BUIL. 8 "CONCRETE PAVEMENT STATION TO STATION SIDE ea /A- 7- AS fNHLT/ C CoAIGiEra /,9vC MEAT SQ. YDS. ...57%,72 o Al re ,..5-729 7-., o n/ S/DE , To n/5 7 55* $2 432. /eT /6/.3/0 88 - 2¢ 6 at 2.0 /PT 8 84-Sg 62-/-Z� 35' K 4-32 D 421-73 Lt 47-- -9a& 95 87to/ 88.33.4 6 y-/-oo -ro 691-,72. X r a/S?/A.te 65-i- .:3 ro 65.74.39 /97- Qr6574 o?3.$ TYPC = 6 ..5- *so To (p 574 63 ,LT 68•to6 rc 687480 ,cr 6 97433 To 694:57 Lr 7o too To 721.00 AT - 7 1i-00 %0 77,,to7 /Cr fr3t/y .Pr av x-85 .cT V BUIL. 8 "CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS. SG -,- DD 88 *42 y -y. a Rt" $ at 331 /I'/ /553 33' Type 432. /6/3,611 Rt. 88 - 2¢ Gt. -72- Rt. 8 84-Sg Lt 0 1526 • T M-5568(2) 36 0 23 JUNE 87 BUILD CURB RAMP ADJUSTEDMANHOLE TO GRADE SPECIAL PLAN IC STATION SIDE DISTANCE FRAME RING COVER TYPE 8‘,*41r1 Rt 33' Type 432. 303 Rt. 88 - 2¢ Gt. -72- Rt. 8 84-Sg Lt 35' Typo r 4-32 D 8L ' Lt !/cries -9a& 95 87to/ 88.33.4 88t/3 ler i. 7. a/S?/A.te 4-klS7'rNb SSt36.2 RT o?3.$ TYPC = A 0 1526 • T M-5568(2) 36 0 23 JUNE 87 BUILD CURB RAMP iv;.: St BUILD CONCRETE SIDEWALK, PLAN 301- R3 STATION SIDE .TYPE ..' PLAN NO ” 88 * 2¢ Rt. 17I 432. 303 Rt. 88 - 2¢ Gt. X Rt. 303 36-9. 8L. OD 86*7269 Lt Lo' 4-32 8L ' Lt !/cries -9a& 95 87to/ 88.33.4 8'4.7.-e> der' 8'6 *08 SPT 235.79 600.8 S 795. 7y iv;.: St BUILD CONCRETE SIDEWALK, PLAN 301- R3 PLAN 301-R3 STATION STATION TO STATION SIDE WIDTH SQ. FT. 86.*66 864- 67 Rt ' 432. 86+95 SI -*Q2 Rt. G Ella 8+8! 884-29 Rt. Varies 36-9. 8L. OD 86*7269 Lt Lo' 4-32 8L ' Lt !/cries -9a& 95 87to/ 88.33.4 8'4.7.-e> der' 8'6 *08 SPT i. 7. 7 y g 235.79 600.8 S 795. 7y iv;.: St BUILD" CONCRETE DRIVEWAY, . PLAN 301-R3 STATION SIDE SQ. YDS. 86#84--- 274 49-7 .27 874- 6/ — Rt. 35 4/707 86484. Lt /9.59 235.79 600.8 S 795. 7y 169 Gos Service (Possib/e) 0) 180 Gas Service (Possible) 0) Pole 60 Sta 53435, 34' Lt. Existing Pole To Remain As Is. Existing St Lt. Circu To Sta. 55+24 +93 Begin 4' Wide Conc. Sidewalk t To Remain As Is a ^ San. Sewer Line /0" Water LMe 1/0 Woier Stop .Fxisri va a o L/GHT/NG PLAN V1 a M robrz:2ro W, Existing St. Lt. Circuit Pole 59 Sta. 52+31, 341Rt. Existing Pole To Remain As Is. LEGEND SPARE BEND STREET LIGHTING UNIT PULL BOX CONDUIT IN TRENCH (NON= METALLIC ) -a- LIGHTING CONTROL CENTER -4 TO 8E RELOCATED 8v 1-Z 1- J 1- HASTINGS Pole 62 22 31/ Sta 55+-24, 34' Lt. • Existing Pole To Remain As Is. h • +38 SE Cor. Bldg.;, +4/ Gos Stop +73 Guy Pole Anchor m 0 3Gos Line ^h> 4 Gas Line M 4�O h + /7 E Conc. Sidewalk 4'N 5 2'S •Pole 64 85 Sta. 57+69 ,341 Lt. Type SL -A-40-8-.25 Mast Arm=81 W= 7' FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEER. M-.5508(2) 3/ 34 Gas Service 165 £ 36" Wide Conc Sidewalk 79 Cos Stop +94 Gos Stop V r Sca/e: / =20' N ^ h N N N N N N. N co NO ^%oz) q, N% NN NNM /87 0 ////////////lr//i/�/iii/////i/i ///4%/////iii/,///J7//moi/ii /7///////4/////7/////////// /iiia////////////////////// th !,Ta`> 0 R e 41 J m J U V y cL Q W C W C3 oy�; a roti= = ro ro ^N Po'o,N N N b'av Pole 61 Pelocale St. Lt. Pole To Sta. 54+4433-341 Rt. SL -A-40-8-.25 Intercept Existing 2" Conduit At Sta. 54+11 , Install 33' New 2" Conduit. Install New Street Light Cable From Pole 59. W=8' Install Concrete St. Lt. Anchor Base 18/ Fire Hydrant +89 /0” Evergreen + // PP Anchor 1/5 /O"Evergreen 14/ /0" Evergreen t57 Fire Line Vohe tO CO 'Pole 63 32 as Sta. 56+110, 31 Rt. • Type SL -A-40-8-.25 Mast Arm = 81 W=8' O SHEET QUANTITIES 159 b /0" Water Line QUANTITY ITEM REMARKS .2a. 2 ea. Street Lighting Unit, type SL -A-40-8-.25 2 EA +—ell. Relocate Existing Lighting Unif (Pole No. 60 (Pol.. No. 42) 349.1.5 26.9•L.F 211 Conduit in Trench, PVC Sch. 40 /208 'e9e" LE Street Lighting Cable No. 8 USE , Colt Street Lighting Cable No. 8 Bare 449 L.F /0" Water Line 'Pole 65 ' Sta. 56744, 4G71-1 , V, Type SC-4-40-8-.Z5tiIh Mast Arm =81 W Co' 1 58+5r / ea nil/ Box, ty/oe i°8/. S/a. 58'17 41' New 4•Gos 1L 4" as .07.Swer Line.!' g '1 P Ns 1a9.5 ,Lighting Control Center No. 5 Sta. 58+4-7,95 145' Lt. ‘79/ iti 5MlyZon Ave • t .Pole 67 • Sta. 59,LOZ, 34 /CI. Type SL -A-40-6-.25 Mast- Arm = 8' W=5Yo' a A x R t LIGHTING PLAN "Pole G9' Sta. ,/"0Z, Type SL -A -40-8-Z5 Mast Arm =61 W= '7Yz • t. Pok '7/ See Sigma/ Pars S7-.9. 61#9/ 36'.GT (VI 0 Or Water tine Ot- 0 NM N M N 1 N ti N ti J M NM N M p - N N N 1. /1 69 165' —t- 1 -r 1 Pole '73 r 1 See 549/7a/ P/ans STAG t6o36 r v tY• rj / > M V' -' 0/ 407• /06 -MI v _f_ .n, RC 7 ; M-5S0812)I 38 -Pole 74 Sfa. 63/6G , 34' Lt. Type SC -A- 40-6-.25 -4 Mast Arm=8' �, y W=7.3' ..,�Q \.,t4-) 3V \SU '.) W k vow a Os 'I- 'S II + f JR 8IAnchor 'Pole 66 13 Sta. 56' 8 , 54' Rf Type SL. -A-40 - 8 -.25 Mast Arm = 8' W=7' ti M N <J '1- Nv, rt ,, a 777 7////l/// W1///////////7 // i/7/ N a /h -Pale G8 • Sta. 60 -,`OZ , 341Rt.. Type 5L -A -40-8-.05 Mast Arm =8' W = &' - 98 //4' ' r //// /// N N_, 0 I�S1R:� 4•1\9 M OA u Scale: /"-2D' l . o N J S ti Son. Suer i me f L iavar- Erne (o Gas heft (e"i' "" "' /////777/////////////////V/Z'///////// / 0- 1- Pole '70 See Styria/ Pans .57H. it. 817 3'f ' gr 175 6rafe In/e/ SHEET Pole '72 See Sgral Plars Q 144//7! TIES L45 .ir& be "-Wee 4 • Quantity Item Remarks ,6 ea. Street Lighting Unit, Type SL -A-40-8-.25 •/ ea. Pu// Box, type PB -1 9 9!2 LE 2" Conduit in Trench, PVC Sch. 40 1/0 A. F. 2" Conlovir iATREA/ G// PICT/9/.41C ' / 8' 6 o LE Street Lighting Cable No. 8 USE 9.3 0 912 LE Street Lighting Cable Na 8 Bare '/ ea. Lighting Control Center i ' 4 • 1. 0 . 4.31 f7.M SW(orB/c9. -Pole 25 • Sta. 64 7Z, 33.3'Ct. 7kpe SC -A -40-8-.Z5 Mast Arm =8' G/= 5�2' / t. CS In t o 14. .Pole 77 Sta. 66*53, 41' Lt. . Type SL -A-40-15-.25 Mast Arm =15' W=9Y2. LIGHTING PLAN 'Lighting Control Center No.,6 Sta. 67*01 • /70 , 1G7 Lt • • N M M M Sr" Sswer Lim •c LO' hfieriGsem Gestoe //////////////////////1-///////7/ '0 tn co H 7 C} V M m N rr m kti 'Pole 7G • S/a. G5+G3,33.31Rt. Type SL -4-40 SL -4-40-8.75 Mast Arra =3' GV= 7 3' 44 67tYY 35.3 ;e,'• 1 a00' 197 'f3 l ear - -. 41111M11. 110 role 75 • Sta. 68 4 5'7133.3' Lf. Type SL -A -40-8-.Z5 Ma5tArrr�=8' Gt/ = 23' ///////////7///77/777/7/7///// , ; ; 7/7///// 4784557 MAI -i88 6refeln/e4 U h X ' ? ea Poll Box, @,5-' Station 67#07 /3 34'and Lt 34' . 6S' -9 %///T%// 7//////////////////////////, / iii// / ///// // , ; v s, 1 • J Vr. ion 4/-S.SO8(2) 3Q N Scale: /"=26' /e J , IasLJre (3V SAW. Soirer Line , Pinter Line (019 • Cass Linc (el l02 1 O tj 4 •Pole 78 • 571/2. G7 '44, 4/3'g/.. Type SL -A -40 -/5 -. 05 frtas/' tJ Arm = 15' V V = / SHEET 0 U,4NT/ rIES 69159 33.3'M" '// / /-// ; %////%/ 'Po%8fl• Sfa. GS 4 38, '811. Type St -A -40 -G -.Z5 Masi Arm =GI «/= G' s ?i 701-00 3/. S Quanfity Bern Remarks • / ea Streef Ligh/ing Unif type SL i9- b-6 -.2S •2 ea Street Lighting Unit, type SL -A -40 -/S -.2S •3 ea Street Lighting Unit type SI -A-4'0-8- .25 • 2 ea. Pa// Box, type PB /283.5 2" Conduit in Tench, PVC Sch. 40 124G LE- 2567 2492LE Street Lighting Cable No. 8 USE ia83.5 I-246LEStreet Lighting Cable No.8 Bare '/ ea L4h1i1/2y mon/ro/ CegYer , 0 ?i 701-00 3/. S 3"e�`stne ,Stn. Sewer ro7• N N • •a N Pole 81 Sia. '704-35,34' Lt. Type Se, ,4 -40 -G -.Z5 Masi- Arm ='2' W= 5.5' 16S - Pole 83 • Sfa. 71 SS, 4/V.' Type SL -A -40-12'-;Z5 ' Masi' Arm = 12' W=7' 7/i•70 1 __ 3a.5 -h r v N '\ 60 ;5f3' LIGHTING PLAN Po%84sa • Sfa. 7Z /L567 40.5'Lf T7pe SG -A -40-/2-.Z5 . Mast Arm =/2" 7' 20� 20l 41111.111111111. 11111111 til Pole 8G N33 744"50, 1.-3 .Lt. • Type SL A 40-6-.25 • Mast Arm = 611 W= 5" An 'J1 ,41-5.0a0 40 ��e 877, Sfa. 75"- :Ida d TYPe5LA-4O-t2'-25 Mas/,4rrn1=12' 7' • Scale: /'x:201 ` Gas L 1.m (9"1 /0" widir Line -2 8"bar L+ne- N . N ti N P' N , /O'M&MAte...8 aferAkw VSO tnsk tok N 4.01 Pole 8E • 33 SAa. '7/"-f9,-.94- Rt. - Type SL -A-4O -C -.Z5 • Masf Arm --- w 5' W=5' 4. h q. %N 1116 0 Pole 85 • Sfa. 7378,'Rt • Type SL -A-40- -.25• Mast Arra = G' W=5' • '1' SHEET O L/,4/V T/ TIES ■ #4-74 Set P}1- 'Sja.. S sser Line Nester Lite (8) Pole 88 i.r a3 5V -a. 75 e• 30,34' Rt. Type SL -4-40-G.-.25 Mast Arm = 0' 5' l Quanfi /y Item Remarks S ea. Street Liybtiry Chili's, type SL -A- SID -Z,-. 2S , .3 ea. Streei 49h/in9 Unit, type SL- it? -aO -/2-. es #07.5 L.E Z"Conduit in Trench, PVC Sch. 40 ' 1067 aa%S Street Lighting Coble.No.8 USE . 3415 /1.07, S Street Lighting Coble No. 8 Bare 1067 L.F l "Log 4 /Conn, Sth4iv k Pole 85 30 33 Sta.7G#/&,34'Lt. Type 5C -A -40-2-.Z5 114asA Arm = 6' W= 5' TN< X X IIN vz 6' C M ( �o v) V) x 1. /70" I ,In ` 182' am' • u s I. LIGHTING PLAN Pole 9/ Sta. 78 #O3, 3' Lt. Type SG -4-40-6 -.Z5 Mas/ Arm = G' W-4 eo Pole 33,2 33 Sfa. 79 4'&t 34' Lt. Tg, 5L-,t-40-C.Z5 Masi' Arm= G' W=5' Pole 94 e Signal Plans 57/. ?Otto 36 T J. KO: 1 fsico '11 ,)-L ii'riC4 en /2 Pole 98 6cl Sta. 8Z't-se Type .51L-4 - Masf Arm = /A/=4.8' LIGNTING PLAN 3.2$' 3'I' Lt. 40-6 -.25 1- -It', /2 N x3 41 Lighting Control Center No. 7 S ta. 83'055 4S',Lt. /43 CC \ Pole /0/ Sfa. 8442,0,4f1 Lf Type SL -A - 40 -/2-. 25 /iila51Arrn=/Z' lrf/=72 00 N 33 cr V1 M M /O"Nofer Lig $rA. ?Ws -6 3z T7 1 2 ea Pv// Box, Tice P13 -13y Station 82*98 Rt. 3t'd,7e'Li 34' sits -fee"- ?$foo t.r 3/' Pole 99 s-9 ?3' Sfa. 83 7-4-' Rt Type SL -4-40 -G -. Z5 Mast Arm = a' W= 4.8' 79/ k / 'Pole /03 Sfa. 8544Z, 56.5/ GS.. Type SL -A -4O -/0-.Z5 ,utast Arm = /0' W= 7' / a /L/ii////1 i/i N ti0 STA. 85tsa 4- 4- * 0 M , .f% tine S6foo T%,/2//— //� 0, r ( Y4 X •Po% /00 ely' Sfa. 64 +- 9 , Type SCA -412-7/0-.Z5 Mast Arm =/6" 71 8S/S6 -Pole /02 *a. 85 v-35, 42'P,S- Type SC -A-404-.25 Mast Arm = +� w= a' SHEET a UAn/T/T/ES A 42 Sca/e.•'! "- 20' Quantity hien? Remarks • 2 ea. 5treef Liyh/in9 Unit, type SL -#-40-/2-.25 • 2 ea. S/tee/ &phfing Unit, /hoe SL -A-40 - /O -. 26- S. .ea. Scree/ 401/n9 Oniz`, type .SL-, 9 -CC -6 -. 2S ea 2. Pull Box, type Re-/ 457 6.a 832-L.E 2"Conduil• in Tench, PVC Sch. 40 1a� 17ap 46641.E Street Lighting Cable No. 8 USE $ a 832 LE Street Lighting Cable No.8- Bare •! ea. Liyh/iny Canby/o/ Cen/`er: ce ec 211 2 3'6.2sL/.e "a ti ti 10'M&/er tine , M ti ti .0 N o (3.4 J C0 �O r A, k 4‘c co co Relocate_ 1t\e. . T9 fe. S stet 8$4- S 'f1' EY/Sr/N6 .L'LHT ^LE 9G'cr C 3G' ti N Ltr -941 + r �/ / bo i 0 ro N ram pagatik *Mk /04 33 57161. 86, f 36 Rt. ikge SL -A-40-6-25 Masi Arm= G' W= 4.8' SHEE 7- r'2':'./' FP'tag 30.5 135 N NAM inn? 313. tS' QLJAN7177E5 Po% /05 571/2. 8'7+ Type SL ti/asfA W=4.8' r7t97 ga.5'ter b t i 3 "Gas Line /a NKPrL/ne 88*3q, 5 30' kr Ex/Sn#6 Con tulr 50 f•' Rt 4 4Q -c2 -.Z5 rrn=(2' 1 LIGHTING PLAN Sco/e: tea. Ault 30,[ , -ripe PB-a- S/6NA4. Aox6' STA. SSYa3 -Y6 rer. a it RC^ T— Ien 7 M-550812/ ! 4-3 I ,57-/C-- E T ,C.. /‘ //T /A/a • L'4B,C_ a No 8 PouJre /S,c.s .Sda, ce STA. 8! -rs 5e_• S -,er To ,' B• ca. 5Th' . SS fa 3 -5/a '/>r,Qu/9.LS -y 1je, Quantity Item Remarks Rik I- Bou p81 a STA . S' to2 3 -ye_ ,QT To 4.,c //r ,44.6 sm . I8 7`,23 4'6 ' gr Edon x- s iu,,e65 n T 4/.4 /,✓ /'7". il.t-/� "---7- Po/ -i- Bax .5779• SSTa3 tie_',e7' ro Ex/s;/A/6 ,C/(//'r ,te srr9. z. F(Stab.5. 96'.cr s4t./Ah..S V et/..es..5. AT /.3.?A/.✓F7- awes,/,, • 2 ea Street Lijhi'inq Unif Type SL -/9 - 40 -6 -. 2.5- 5• 16/2.2 -Box s7,9. rtt e_3 -5<a/a- "To lf,ie 6.957: .S/zD di,e�� vomer , lag „rvE• Two w,4tgs r 90 A./A/,c)-scil, /8o /Ail, /r •eet .-Pu1\Box ripe R$::- 5/-.A• 88ia3 •f' '4'7 • Jfos L.F. 2" Conduit in Trench, PVC Sch. 40 130 i9ato 269• LF. 130 L.F. Street Lighting Coble No. 8 USE Street Lighting Cable No. 8 Bare 2 cneL�s s-,�, �� � 'To /-10Jos E` ExPx.An/Anc.n/ /kr /94unCfi-,v7 Bose sin, ecroo ;o P,As ,os /3/ 1 LIGHTING PLAN Sco/e: tea. Ault 30,[ , -ripe PB-a- S/6NA4. Aox6' STA. SSYa3 -Y6 rer. a it RC^ T— Ien 7 M-550812/ ! 4-3 I ,57-/C-- E T ,C.. /‘ //T /A/a • L'4B,C_ a No 8 PouJre /S,c.s .Sda, ce STA. 8! -rs 5e_• S -,er To ,' B• ca. 5Th' . SS fa 3 -5/a '/>r,Qu/9.LS -y 1je, 4',&S , ,eo,n 3"o 'T c, z_ /A/ ME To /58 Feer ‘,14/.0E -"C 6,e,e.4.4/..a. 75.2 -Z• ii+/ A'r Rik I- Bou p81 a STA . S' to2 3 -ye_ ,QT To 4.,c //r ,44.6 sm . I8 7`,23 4'6 ' gr Edon x- s iu,,e65 n T 4/.4 /,✓ /'7". il.t-/� "---7- Po/ -i- Bax .5779• SSTa3 tie_',e7' ro Ex/s;/A/6 ,C/(//'r ,te srr9. z. F(Stab.5. 96'.cr s4t./Ah..S V et/..es..5. AT /.3.?A/.✓F7- awes,/,, SSa... .z/./ 'err - rP2.,c 16/2.2 -Box s7,9. rtt e_3 -5<a/a- "To lf,ie 6.957: .S/zD di,e�� vomer , lag „rvE• Two w,4tgs r 90 A./A/,c)-scil, /8o /Ail, /r 1/44 Box STA, igf a 3 ye_ ',r To .G P S"TA. ?etas- 9/ T E u,92.s T3 .c til, r`."- • /47,4,4 eox 57$ . fl • - a.3 ye_' r o i.. R 8'rt-2 s y4<-7' au44-s 8.34/AL PT SCHEDULE UNIT LIGHTING UNIT NQ STATION TYPE W= REMARKS 6/ 54+44 34' Rt. Existing 8 7o Be Relocated 63 56+40 34 Rt. SL -A -40 -8-.25 8 64 57+60 34'Lt. SL -A-40-8-.25 71/2 65 58+44 46 Lt. SL -A-40-8-25 6 66 58+58 34'Rt. SL -A-40-8-.25 73'2 67 59+02 34'Lt. SL -A-40-8-.25 5%2 68 60+02 34'Rt. SL -A-40-8-.25 8 69 61 +02 34 Lt. SL -A-40-8-.25 71/2 70 Combination Signal - Light Pole 71 n 72 u 73 ii 74 63+66 34'Lt. SL -A-40-8-.25 73 75 64+72 33.3 Lt. SL -A-40-8-.25 5'/2 76 65+63 33.3Rt. SL- A-40-8-.25 73 77 66+53 .411 Lt SL -A-40-15-.25 91/2 78 67+44 41.3 Rt. SL - A - 40-15-.25 7 79 68437 33.3 Lt SL -A-40-8-.25 73 80 69+38 33.3 Rt. SL -A-40-6-.25 6 81 70+33 34' Lt. SL -A-40-6-.25 5'/2 ': 82 71+29 34'Rt SL -A-40-6-.25 5 83 71+98 41' Lt SL- A- 40-12-.25 7 84 72+56 40.5 Lt. SL- A-40.12-.25 5 5 85 73+68 341R t. SL -A -40-G-.25 86 74+56 34' Lt. SL -A-40-6-.25 87 75+22 40'Lt. SL -A-40-12-.25 7 88 75+30 34' Rt. SL- A-40-6-.25 5 89 76418 34'Lt. SL -A-40-6-.25 5 90 + Et Rt. SL A 40 6 .25 6 442 go trier eq, -46 7709 91 78+00 34' Lt. SL- A-40-6-.25 92 •4, '. Rt. SL- A- 40-6- .25 6 5 4.8 Borrie/' Curb 78+93 93 79+87 34' Lt. SL -A-40-6-.25 Combination Signal - Light Pole 94 I' i i 95" 96 97 98 82+62 34'Lt SL -A-40-6-.25 99 83+55 34' Rt SL -A-40-6-.25 4.8 100 84+56 38.5 Rt. SL- A - 40-10-.25 SL -A-40-12-.25 7 71/2 101 84+60 42'Lt. 102 85435 42' Rt. SL- A- 40-12-.25 6 103 85+42 38.5 Lt. SL- A-40-10-.25 7 104 86+36 34 Rt. SL- A- 40-6-.25 48 105 87+30 34' Rt. SL -A-40-6-.25 48 LUMINAIRE DATA UNIT NO. IES DESIGNATION 1 REMARKS 63- 105 IES Type II MC RATED LIFE HRS. REMARKS 63 -105 250 Hi - Pressure Sodium 27,5000 24,000 + PE % 63 -105 MAG -PEG 240 ± 10% 1.35 313 (40 - 50%) 98% LAMP SCHEDULE UNIT NO. WATTS TYPE 1 INITIAL LUMENS RATED LIFE HRS. REMARKS 63 -105 250 Hi - Pressure Sodium 27,5000 24,000 + PE % 63 -105 MAG -PEG 240 ± 10% 1.35 313 (40 - 50%) 98% BALLAST RATINGS UNIT NO. TYPE LINE VOLTS ALLOWABLE LINE - VOLTSVAR IAT ONS 1 UNE -OPER I AMPS LINE WATTS ALLOWABLE LIN DIPVOLT PE % 63 -105 MAG -PEG 240 ± 10% 1.35 313 (40 - 50%) 98% LIGHTING CONTROL CENTER SUMMARY CK T. NO TO POLES BREAKERS LOAD AMP CABLE SIZE NO. TYPE 5 64 -69 1 2 Pole 8.1 8 6 70 -88 1 2 Pole 24.3 8 7 89 -105 1 2 Pole 23.0 8 FED. 01040 o,v 140. STATE FED. AID PR OJ. NO. SHEET NO. 7 NEBR. M-5508(2) 44- 6 -23-87 1 I 2" (IF IN 11).'1;‘,-; DIAMOND CHEIC)<Er suRF:ACF 9' 6- LA;m "oda BOT OM co 15" ,/2.• 2' 33 CR ?' MA 20" )6" 4 T 2" 1 co C a (.1".N14 -FEL ( I: In. T" OR TO ON - DST.) RBE F APT )-4 0 re^, DRAY'. cd'')E _OCA 7E; AT JW PT OF PULL BOX SECT 1 C TONDO: T EE vE — PULL BOX, TYPE PB -1 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 80X COND UI T z 0 pn 1 3- 1 eir END VIEW CONDUIT SLEEVE CONCRETE ELEVATION CONCRETE ENCASED CONDUIT FED ROAD REO NO STATE FED. AID PROJECT NO. SHEET NO 7 N E 8R M-5508(2) 4'6 - (SEE SCHEDu_E) TRUSS TYPE- OVER 8' LENGTH SINGLE MEMBER - LENGTH- OR LESS a.; D 0 LSJ 0 Cr) lij (-1-) 1/42, 11) z y MOUNTING HEIGHT STREET LIGHTING ' UNIT \i EXAMPLE: SL -4-40-15 eal2 O. k. A - ANCHOR BASE LJ B -BREAKAWAY BASE MAST ARM' LENGTH I -FIGURE FOR SINGLE MAST ARM 2 -FIGURES: DOUBLE MAST ARM't LUMINAIRE SIZE IN KW CODE FOR LIGHTING UNIT POLE SHAFT DATA • MATERIAL STEEL OR ALUMINUM SECTION : TAPERED, ROUND OR POLYGONAL FINISH : GALVANIZED (STEEL) OR BRUSHED (ALUM) HANDHOLE 6nx 418" , 900 CLOCKWISE FROM MAST ARM BREAKAWAY BASE BREAKAWAY SUPPORT COUPLING MEETING AA$HTO CRITERIA Li , • TYPE OF BASE (SEL SOH! :', IL E) 11 \ L; 7 ION INE EE JN9AT3N S4FET 5 - 6" (TRUSS TYPE) 3-6" (SINGLE MEMBER) 27" ' 2• ( A PPROX ) ROL NO f OR DE T S • a 11 lAn STATE OF NEBRASKA DEPARTMENT OF ROADS DETAILS NuR DWN BY 1 PROJ NO - APPROVED SHEET NO I1/00 41-t, TRANSFORMER BY UTILITYn I 1s 1.—t TYPICAL SERVICE INSTALLATION ROADWAY OI PHOTO -CELL BY CONTRACTOR O2 3/4' GALVANIZED RIGID STEEL CONDUIT BY CONTRACTOR 31 SERVICE DROP AND CONNECTIONS BY UTILITY. O WEATHERPROOF SERVICE ENTRANCE HEAD BY CONTRACTOR OS SERVICE RISER q" RIGID STEEL CONDUIT BY CONTRACTOR. O6 WEATHERPROOF FITTINGS O7 METER SOCKET BY CONTRACTOR (IF REQD. BY UTILITY) OS MULTIPLE LAMP CONTROL RELAY WITH INTERNAL H.O.A. SWITCH BY CONTRACTOR 0 12" RIGID STEEL CONDUIT BY CONTRACTOR 10 Nt 6 AWG COPPER GROUND WIRE I I TO UNDERGROUND FEEDER CIRCUITS 12 5/8" X 10' GROUND ROD BY CONTRACTOR 13 EXISTING UTILITY POLE GENERAL NOTES CONDUIT IN TRENCH SHALL BE'ONE OF THE FOLLOWING TYPES AS DEFINED IN THE SPECIFICATIONS: PVC, FRE, PE OR CID. CONDUIT UNDER ROADWAY, ON STRUCTURES, AND ALL RISERS SHALL GRS OR IMC. ALL FITTINGS USED WIT-' P:Gi. METALIC CCNDuIT SHALL 3E GAC�A'.!LEU. MALLEABLE IRON CR STEEL. AL:MINUM OR ZINC ALL'iY RITTINCS - PERMITTEJ. PROVIDE A "T" TYPE CONDUIT :RAIN NIT'- LEAS' AT THE LOW POINT IN ALL CONDLIT ALL CONDUIT TERMINATIONS SHALL HAVE BELLS FT. CF ;RAVEL ELECTRICAL SERVICE LOCATION IS APPR',<i"A-E LCCATI,N NiLL BE AS DIRECTED EY THE ELECTRICAL TILITYA: NL .-'E PROJECT MANAuER. ROUTING FOR COND„IT IN LNC- AS S-NnN MAY EE ALT E. BY PROJECT ,MANAGE; IR NECESSARY T, Sc/IT -CNDIT: '.S. IN PUL_ BORES OR POLE BASES 1- ECTI;;r. OF EACH .%-'LLE P' SHAL_ 3"c - .:;- aESuA`+E^:' T OF RIGID PLAS I- ; .`.S "ETA. n:7- `MG.SSE: -R ENGR,,,_ LETTERS i/2 -INC- MI'.I, -m 1 T,.,., BE ,:RED BT NYLON STRAP TIES. LIGHTING CONDuIT TRAFRID > i,NAL .''. ',:y 3E S.ID IN SAME-RENCH. ALL SPARE BENDS MUST BE SECURELY CAPPED OR PLUGGED AT BOTH ENDS WITH FITTINGS OF THE CORRECT SIZE AND TYPE FOR THE CONDUIT FURNISHED. GALVANIZED INTERMEDIATE METAL CONDUIT (IMC) MAY BE USED IN LIEU OF GALVANIZED RIGID METAL CONDUIT. ALL CONDUIT MUST BE UL. LISTED. ALL BOXES AND CABINETS NITH ACESS TO ELECTRICAL COMPONENTS MUST BE PADLOCKED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL PROVIDE PADLOCK DURING CONSIRJCTION PERIOD. AFTER FINAL ACCEPTANCE OF PROJECT, MAINTAININS UTI'_ TY OR ASENCY WILL PROVIDE PADLOCK. AN EQL PMENT 3F2OUNDIN3 CONDUC T)R SHALT. A:: BONDED TO A_L POLES, TO THE GROUND ROD AT EACH POLr , CONTROL CENTER AND/OR SERVICE LOCATION AND TO ALL. METALLIC NON- CURRENT CARRYIN3 COMPONENTS. CONDUIT UNDER ROADWAY SHALL EXTEND A MINIMUM OF 2 FT. BEYOND THE -EDGE OF THE ROADWAY SURFACE (INCLUDING SURFACED SHOULDERS). 1 WIRE AND CABLE SCHEDULE LIGHTING SERVICE ENTRANCE: SINGLE CONDUCTOR, STRANDED COPPER; U.L. LISTED; 600VAC, CROSS LINKED POLYETHYLENE; TYPE USE. SIZE: SEE BELOW BRANCH CIRCUIT FEEDERS: SAME REQUIREMENTS AS LISTED FOR SERVICE ENTRANCE CABLE. SIZE: SEE BELOW POLE AND MAST ARM WIRING: SINGLE CONDUCTOR, STRANDED COPPER; U.L. LISTED; 600VAC; TYPE THW; OR THWN. SIZE: Na. 12 AWG MIN. CONTROL CIRCUIT WIRING: SAME REQUIREMENTS AS LISTED FOR POLE AND MAST ARM WIRING SIZE: NO. 12 AWG MIN. GROUND CONDUCTORS: BARE COPPER WIRE, SOLID OR STRANDED. SIZE: NO. 8 AWG MIN. CONDUCTOR SIZES: SERVICE ENTRANCES: PHASE CONDUCTORS NO.8 AWG CU NEUTRALS (FOR CONTROL CIR. ONLY) NO. 8 AWG CU. BRANCH CIRCUIT FEEDERS: 2- I/C NO. 8 AWG I NO. 8 BARE LIGHTING CONTROL CENTER (MULTIPLE CONTROL RELAY) GENERAL - ARRESTOR GAPS - DOUBLE POLE MAGNETIC TRIP CIRCUIT BREAKERS TWO'POLE RELAY ELECTRICAL, MECHANICAL & PHYSICAL PROPERTIES OF THE CONDUCTORS LISTED IN THE "WIRE AND CABLE SCHEDULE" ESTABLISH THE MINIMUM ACCEPT- ABLE REQUIREMENTS FOR EACH LISTED APPLICATION. CONDUCTORS WHICH HAVE PROPERTIES THAT EXCEED THESE MINIMUM REQUIREMENTS MAY BE FURNISHED AT THE CONTRACTOR'S OPTION WITH THE ENGINEER'S APPROVAL. NO ADJUSTMENT IN THE CONTRACT PRICE WILL BE ALLOWED. CONTROL CENTER SHALL C',N'AIN ALL NE(FSSARY EOLInMEN' r'2 PROPER DISTRIBUTION, PRCTECTIJN, AND CONTROL OF THE SYSTEM AN^ SHALL BE SUITABLE FOR OPERATION ;N T"PF r'r FLFCTRI(AL SERvI/F-'.AILAP-LE. MOUNTING AND INSTALLATION OF C`-:NTR L CENTER SHALL BE FERROUS HARDWARE MI;5T BE GALVANIZED P PLATE'. CONDUITS WHICH ARE FASTENED TO A STRUCTURE, WALL, OP POLE SHALL HAVE ACCURATELY FORMED OFF -SE'S, OR SHALL BE PRovIDED WIT?' ;r;_ SET FITTINGS AT THE ENTRANCE TC- BOxES, CABINETS, OR CTHEP VICES. ALL WIRING MUST BE NEAT AND ORDERLY AND SHALL OHP,, w:'°. '.°°LI - CABLE SECTIONS OF THE NATIONAL ELECTRIC CODE, C PPEN' THE CONTRACTOR SHALL INSTALL CIPC'.,ITS AS SHOWN IN PLANS. THE CONTRACTOR SHALL CooRDINATE HIS WORK wl-., "HE SERVICING THE PROJECT. THE UTILITY SHALL PR(i\,l^E SERvICE AT THE APPRCXIMATE L`CATIONS SHCWN IN THE ENCLOSURE RELAY L''CAL L"LI-v ELECTRICAL PLAS. RELAY SHALL HAVE A ..AST _.,M:NJM wFA'HERPRCCF CASE >:Mi.AR Tr ILLJSTPATION. DOOR SHALL BE HINGED AND NASKFTED, AND SHAL -AVE PRrVISION FCR PADLOCK. PROVIDE WEATHERPRO(.F 1^JB5 FOR ALL N - DUI' ENTRIES, AND CABLE -GRIP BJSHINGS OF CORRECT SIZE FOP ALL CABLE ENTRIES. MAGNETICALLY HELD TYPE DESIGNED T4 CARRY ruLL RATED LI/AD '.'N- TINUO„SLY. RELAY SHALL PROVIDE RELIABLE OPERATION WITHOLT ,ON - TACT PITTING OR WELDING, AND SHALL NOT REQUIRE PERIODIC MAINTE- NANCE. EXPULSION GAP LIGHTNING ARRESTORS SHALL BE PRr*I ED FOR COIL PROTECTION. A THREE POSITION SELECTOR SWITCr WITH LEGEND: "HAND -OFF -AUTO" SHALL BE PROVIDED. CONTROL 5 6 7 PHOTO CONTROL RELAY 2 POLE - 30 AMP 2 POLE -40 AMP BREAKERS 2 POLE - 30 AMP 2 POLE -40 AMP CO 1L 120V - 60 HZ 120V -60 HZ CADMIUM SULPHIDE, HERMETICALLY SEALED CELL. FOR OPERATION AT CONTROL VOLTAGE PROVIDED. OPERATING RANGE: ON = 1.0 TO 3.0 FC, OFF =;2.0 TO 6.0 FC. TEMP. RANGE: -30 DEGREE F. TO +130 DEGREE FV TIME DELAY: 15 TO 30 SECONDS. SWITCH: S.P., NC, ENCLOSED/CONTACTS RATED 1,000 W, 1800 V.A. MIN. SNAP ACTION TOREVENT CHATTER. BUILT-IN SURGE PROTECTION. STANDARD EEI-NEMA /THREE -PRONG TURN LOCK BASE. %LINE 120/240 V II� t I 'I r-1 L_ NEUTRAL LOAD LINE FED. ROAD' REG. NO. STATE FED. AID PROJECT NO. -i► SHEET NO. NEBR. M- 5508<2) ¢(0, -- PHOTO -ELECTRICAL CELL LOAD 240 V - H.0 A SWITCH WEATHERPROOF CASE J ----- EQUIPMENT GROUND TYPICAL CABINET WIRING SCHEMATIC FRONT HOLE FOR PADLOCK TYPICAL SIDE. LIGHTING CONTROL PANEL CASE STATE OF NEBRASKA DEPARTMENT OF ROADS LIGHTING CONTROL CENTER APPROVED. P RADIUS.90° HE N. ROADWAY LIGHTING BASE P, A :. R�'�E T-5 ACCOMMODATE �''•J: JSED PPL,EIT TAPPET; - JLE_ HA, vA.NHZED W' RE N f COPPER x. 6' CONDuiT ENTRANCE PVC CONDUIT (SIZE AS SPECIFIED ON PLANS) \WEATHER TIGHT CAP ON SPARE BEND K( (SEE' STANDARD SPECIFICATIONS FOR DETAILS ) POWER INSTALLED FOUNDATION Pole Foundotion- ;'-,; .N. i 5 X ,O MIN. I/2" Preformed Expansion Filler Sidewalk Note Top of foundation to be level with top of sidewalk. 1/8" Edge Radius Ground Line 1/2" Preformed expansion filler to depth of sidewalk. AS SPECIFIED BY MANUFACTURER —� ANCHOR BOLTS.: (REFER TO MANUFACTURERS SPECIFICATIONS FOR EXACT 1-4- LOCATION.) .LOCATION.) PROPER BOLT CIRCLE ALIGNMENT SHALL BE' INSURED BY TYING OR CAGING METHODS BEFORE POURING FOOTING V. CHAMFER GROUND ; 'NE i" MAX PROJECTION 2' RADIUS -90' BEND/ NC. 6 .1,W6. BARE C U GRA UND JvIRE rG SRLLNDIN _Jr) PC). >HAf T Ni i/ I' M.N PVC CONDUIT .1/4). II II y VN .-- -r---w L _ J ^M 5/8 x ^ MIN. GROUND RCD -- 14 MIN. PA'AD•US z 0 2-0. WEATHERT Gr+ AP ON SPARE BEND ' 4" CLEAR DIST (ALL SIDES s CONCRETE FOUNDATION {REINFORCING STEEL ANG !.NCHOR BOLTS NDT SHOWN.) GROUND ROD INSTALLATION THREAD LENGTH -� cc -GALVANIZED 4" cr w ce O 3 U - _ UU U 3 o z cn < v r m ANCHOR BOLT DETAIL • FED ROADI REG NO STATE FED AID PROJECT NO SHEET NO. 7 NEBR IM -53-08(2) PVC CONDUIT (SIZE AS SPECIFIED ON PLANS) 6-3/4"m BARS 4-.1/2"0 TIES GRND. ROD NOT SHOWN.) STREET LIGHT FOUNDATION DATA STREET LIGHT FOUNDATION DATA A MOUNTING HEIGHT A B C 30 5'- 00 1-5. 8 5'-C- 6'-0 1-6' 16.. 8- 40 4J 10.. 50' 6'-0 1-f. 0. 6'-0" P RADIUS.90° HE N. ROADWAY LIGHTING BASE P, A :. R�'�E T-5 ACCOMMODATE �''•J: JSED PPL,EIT TAPPET; - JLE_ HA, vA.NHZED W' RE N f COPPER x. 6' CONDuiT ENTRANCE PVC CONDUIT (SIZE AS SPECIFIED ON PLANS) \WEATHER TIGHT CAP ON SPARE BEND K( (SEE' STANDARD SPECIFICATIONS FOR DETAILS ) POWER INSTALLED FOUNDATION Pole Foundotion- ;'-,; .N. i 5 X ,O MIN. I/2" Preformed Expansion Filler Sidewalk Note Top of foundation to be level with top of sidewalk. 1/8" Edge Radius Ground Line 1/2" Preformed expansion filler to depth of sidewalk. AS SPECIFIED BY MANUFACTURER —� ANCHOR BOLTS.: (REFER TO MANUFACTURERS SPECIFICATIONS FOR EXACT 1-4- LOCATION.) .LOCATION.) PROPER BOLT CIRCLE ALIGNMENT SHALL BE' INSURED BY TYING OR CAGING METHODS BEFORE POURING FOOTING V. CHAMFER GROUND ; 'NE i" MAX PROJECTION 2' RADIUS -90' BEND/ NC. 6 .1,W6. BARE C U GRA UND JvIRE rG SRLLNDIN _Jr) PC). >HAf T Ni i/ I' M.N PVC CONDUIT .1/4). II II y VN .-- -r---w L _ J ^M 5/8 x ^ MIN. GROUND RCD -- 14 MIN. PA'AD•US z 0 2-0. WEATHERT Gr+ AP ON SPARE BEND ' 4" CLEAR DIST (ALL SIDES s CONCRETE FOUNDATION {REINFORCING STEEL ANG !.NCHOR BOLTS NDT SHOWN.) GROUND ROD INSTALLATION THREAD LENGTH -� cc -GALVANIZED 4" cr w ce O 3 U - _ UU U 3 o z cn < v r m ANCHOR BOLT DETAIL • FED ROADI REG NO STATE FED AID PROJECT NO SHEET NO. 7 NEBR IM -53-08(2) PVC CONDUIT (SIZE AS SPECIFIED ON PLANS) 6-3/4"m BARS 4-.1/2"0 TIES GRND. ROD NOT SHOWN.) STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A CIRCULAR B STEEL CONCRETE 3 0 2' 0" 5 -0" 50 # 0.58 C Y - 4 0' 2''- 0 ' 5' - 6" 55 " 0 64 " 45' 2'-6" 6'-0" 63 .. 1 10 — 50' 2'- 6" 6.-0.. 63 " 1 10 .. 'A S „47 , CONCRETE SHALL 4" Cesht Ss/Steer hoe. --fir /0"-W&fer Luse 1. N \9t -o VM N N cri ca N. n N M )59 0 \9 n, N M r , , o G thel Q Q1ro • V cn X N11, GENERAL NOTES: -44 The locations of all aerial and underground utility facilities ore not indicated on these plans. Underground utilities whether shown or not will be flagged by the utilities upon request of the contractor. No excavation will be permitted in the area of underground utilities until all such facilities hove been located and identified to the satisfaction of all parties. The contractor shall be responsible for protection of all underground and aerial utilities and constructions. 2. All surface materials that are disturbed by excavation and backfilling operations shall be replaced and restored in kind equal to or exceeding the original condition. 3. Signal poles and controllers shall not be located in ditches or depressions subject to water ponding. 4. The location of the loop detectors is approximate and may be field adjusted to minimize expansion joint crossings, manholes, pavement cracks, etc. All such adjustments must first be approved by the engineer. Loops shall be centered in their lane and the spacing between loops shall be approximately 10'. 5. Linear measurements are taken between pole base and pull box centers and do not include allowances for mast arm lengths, vertical rises or splices. 6. Signal heads shall be centered over their approach lanes as shown. When two signal heads are placed on an approach with only one thru lane, the signal heads shall hove a minimum horizontalseparation of ten feet and shall be evenly spaced over the thru lane. 7. All combination pole foundations shall be fitted with a minimum of one spare conduit bend in order to provide access for lighting power service. N N M ti A SIGNAL PLAN • / ea. Comb. Mast Arm Signal & Lighting Pole, Type CMP - 36-30- /5, Pole 7/, Lighting Plan "/ ea. Traffic -Signal Control/et, Type TC -2 will? Cab/int •• 4 ea. Traffic Si9na/, Type TS-/ w/786 Face 02 ea Pedestrian Signal, Type PS- l,w/T23 face: -2 ea, Pedestrian Pushbutton, Type PPB ••2 ea" Yehicle Detector, Type. TD - 5 Station L/t.9/ LI. 3G' N M NM M N N y 0 N N. •� X /1' 1 65,6 0.0.• 1 6'x 10 (2") 1. V x iV v 00 e fa ETV_ n NM Chi 0, ti ••/ ea. Pull Box , Type PB- / 91 ea. Vehicle Detector, Type TD - 5A Station S}27 Lt See Lighting Plan 1 7 • Lighting Pole `•Type SL A �� /Q .25, Pole 73 ' • 2ee. Pedestrian 5iyna/; .Type P5-/ w/t23 lace • '2ea. Pedestrian pushbutton, "Type PPB Sta, 62+60, Lt. ',36' / a j 1 1/2;r- 2t' 1 , /2'r 30'A,� 3I I /LI -5558(2) rj N Scale: /"_2D' c I-1/2" 442e (29 (1-1/2" PPB. //////////////A A ▪ w -1.1 1 h -' h / ea" Comb. Mast Arm Signs/ �` Lighting Pok , Type CMP- 30-8, Pole 70 Lighting Pl9n ••2ea. Traffic Signal, Type T.5-1 40/T3& Face • ••2ea. Pedestrian Signal, Type P5 -I to/T23 Face •22 ea. Pedestrian Pushbutton, Type PPB Station 61+87, Rt. 34' - See Lighting Plan For Luminaire Details h SHEET QUANTITIES L` N w 9 M a ^W0 ti ,_ h f p( Y ••.•p8 56 42" 6`x10' 1' 1 t Quantity Item Remarks / ea. Comb. Mas/ Arm 5rynal i'L{9htih9 Po/e, Type CMP --12-3 /5 Galy. c 0 ' Mount/179 Height w/ Luminaire I ea. Most' Arm Signal Pole, Type M P-35 Galy. Pole '/ ea. Comb. Mast Arm Signa//C�yhting Po/e, Type. C11°-30-8 Goiv. 90 ,ffounting Height w/ Luminaire •8 ea. Traffic Signal, Type TS- / w/T36. Face, Beck Plate, Visor -. 4s MA -5 /Ylount/ng •8 ea. Pedestrian Signal, Type PS- / w/Te3 Face, Visor s` 8-4 Bracket '/ ea Traffic Signa/ Controller, Type Tc -2 cu/ Cabinet, Sem-.-Aaluafed, Sec-one/art '1 ea. Street Lighting Unit, Type SL -A-40-10-.25 40' Mounting. Height w/ Luminaire -4- ea. Yehic/e . Detector ; Type TD- 5 6' x /0' Loop, 4Turns, ISMA 51-5 • 1 ea Vehicle Detector, Type TD- 54 • io"x GGoof, 4Turns, ISMA '51-5 23? /83L -ft 1 1/2" Conduit in Trench Metallicp ,' eco 4-94 G. p 4 ../ / / •/ / / / / ti` San Sexer Line . //////74/77 77/////// • l ea. Mast Arm Signal Pole , Type MP- 35, Pok 72 '•2ea" Traffic Signal, Type TS -I w/ 736 Face -2 ea. Pedestrian Signal , Type PS -I w/T23 Face '•2 ea. Pedestrian Pushbutton, Type PPB • 1les. Vehicle Detector, Type TD- 5 Station ,.62 '41 Rt. 39'46-a i-.36 39 ,er Nh4 L.ae (o /t.,, 9., • 8 es. Pedestrian Pashbu/ton , Type PPB • / ea. Pull Box , Type PB - J 190 1.80 2" Conduit in Trench Metallic LF aoys 1-1/2r, Conduit in Trench Nonmetallic L.F. 23? /83L -ft 1 1/2" Conduit in Trench Metallicp ,' eco 4-94 G. p /Z/C d /a AW6 Traffic Signa/ Cable I y/4-1.9 flop 2D %/ 5i9 Igor 20 4%9 4 L. 5 , 7/C A` /S AWG Traffic 'Signa/ Comb/e Street Lighting Cable. No.8 Bare See Lighting Plan 237 444 LE V/C Pefector " Lead in Cable \' `" Be/d'on' 8720 orefurr Ye G.F" Service Cable I/C 46 AWG Copper Street , Lighting Cable, Na 8 USE \ See Lighting Plan iqo Grounding Conductor 1/C #8' Copper, Bare L.F. /t.,, 9., R •/ ea. Pall Box, Type Magnetic Vehicle TD -3 Station 64 *B0 GB-`$/ Detector , Type If. 33. 32 ' , / ,,. 41 141 / o - 1 1/2"-92' 9o'4c/////////4 so�srntyt n -v2" 9 1- S/GNAL PLAN a grit Sewer Line N M M ti 8" G+almc //////////////////////////////////. H M ti 0 ////(//////////////1/24 rl ea. Pull Box, Type PB -1 Sta. 67+14, Lt. 33'. 16112-3-31 1422—te-L .S 've. s U 0 11 2"-24` 1 1/2"' gmeVre— 1_1 ig_„ -49' STEEL 1/3 S6'Wide Cont.W/k F. , :. 0. /. ) 7 1 s'1/2"--44,/ sred 4 41kr 0 0 iA9-5508(2)4t zq Apr,/ 87 N Scale: / n 20' afirs.thr..ce-j arsine (.37) M ro M N N to v cn M 7/,////////////////////////////////////////////////////////////////l///////////////////J/T%//////I2/////// ///// / / /9 II 1 SIvi. Sarer Line , Rider lige (0„/ Caw L/ee (Bi) I //i //i%////, h 4 eo/ J/ h P SHEET QUANTITIES Quenti/y Item- Remarks 0... ea. Vehicle Oetecttor , Type TP -3 2 90 ' 463 L.F 1 1/2" Conduit 'in Trench Metallic 3/S. go' I-1/2" Conduit in Trench Nonmetallic 'a CF. 0 -849L 2/C Detector Lead in Cable IMSA50-2 . or -Weldon 8720 or. equiv. 60'1,SoL.F, 7/C 1114 AWG Traffic Signal Cable IMSA `19 or 20 0 `eeo. Pull Box , Type PB -2 .yea. Pull Box, Type PB -1 e"G O ta• 5 /37 /8`Ticc 16 AS- cr for 522774d4 - 7,e/ /2 7I-ee S/'na4 'r /e//2""Zee •1 ea. Pull Box, Type PB -I Sta. 70r14, Lt. 33' r'O/ /2"Tree /Zf /5" Tree X 3 9 /Z"? ee /8f L. /> ,'-char +62 /O"Tvee i 5.6as Gne — Z puc ( N .30p. Sewer Line /D" Wafer Line -y 8"63s ----- N. ! O/ Wiley Set, CO N N N STEEL. air 11110 1` ri M ea *i 4 $7� 4 "k*de Sdewi/E SIGNAL PLAN .1 ea. Pull Box, Type PB -1 1 Sta. 723-96, Lt. 33' M 7 � : to 3 y O c SPN ti a W• i N kn O a 0. N 1. - 107 �' .Syn w/8vo Base 1G3 Ma,/ Sox 03 1522 ¢ ceundors FED ROAD DIV N0. STATE FED. Ai0 PROJ. NO. SHEET NO. 7 NEBR. M-5508(2) 7S 4 ds/rde eon Sdewd/k Scale: IL,20' •1 ea. Pull Box, Type PB -1 Sta. 75+94-, Lt. 33 6"PJC. J pu . N N M 4i M N NJ 1 N iu NN N. N Q INN N N N N N N la`l✓alet Mal 84 Wale,. MVP 4 -'0! 3°Everyveen N 1- +30 t" 0 Anehor m 1- 1e9 9'Eveigrrin 'n N M 1 r0 ti SHEET oo N \ Sdn. Setuer ((dte " kiler Lme (8) QUANTITIES C N1 N V a Quantity Item Remarks 396• so 3L. -= F I-1/2"Conduit In Trench , Nonmetal t is e0$ 6-1-f'.F 7/C -;14 AWG Traffic Signal Cable IMSA 19 or 20 • 3 ea. Pull Box, Type PB -1 2 4 OC -i 1 1/2" Conduit in Trench Metallic LE 3116as Luo 403 4 1Cooc. Sdewe& 0.1 1'1/2"' S7t5P.0 2.7.5A/c h 3$' 31'Pvc_ 34' tet n 'r 4.21 ‘•Cifj rs Puc S/GNA L PLAN .1 ea, Pull Box, Type PB -1 Sta, 78+91, Lt. 33' 1 3 2 iP✓G 4*' vo • l ea. Comb. Mast ArmSignal Type CMP- 36-15, •2 ea. Traffic Signal, Type Station 8o*86 Lt Pedestrian Signa+, Type • I ea. Y Tra `fic Signal Cohtroller, Cabinet. -2 ea.' s( L/91 -ding Pole, Pole 94 Lighting Plan TS -l w/ T3G Face 360' PS -1 -w/T23 Face Type TC -2S with I ea. Comb. Mast Arm ,.Signa/ y' Lighting Pole Type CMP -36„/D, Pole 97 Liyh/i2yP/on '2 ea. Traffic .Signal,, Type 75-1 w/T36 Face Station 81-1- 26 Lt. 38.5," - '2ea. Pedestrian Signal, Type PS -1 w/T23 Face ' 7 /v-5568(2) 67 o. 8"/lker the./ N M 2 t i �— 'it, h 1 tz„ t q2 "Ts 4. z.r� �y •C 03 N NSI tri yw d:(, 1 M 'Q I \, 1-1/2" To Power Supply ._44:21;1./2e" _44 y.: SE1T1/2e" y STEEL Noy rays Gee f` o• d 4 Scale 1%20' CT- 4 N r 8 „rfhiin /O , /OYkider &e 4, GENERAL NOTES: L The locations of all aerial and underground utility facilities are not indicated on these plans. Underground utilities whether shown or not will be flagged by the utilities upon request of the contractor. No excavation will be permitted in the area of underground utilities until all such facilities have been located and identified to the satisfaction of all parties. The contractor shall be responsible for protection of all underground and aerial utilities and constructions. , 2. All 'surface materials that are disturbed by excavation and backfilling operations shall be replaced and restored in kind equal to or exceeding the original 'condition. 3. Signal poles and controllers shall not be located in ditches or depressions subject to water ponding. 4. The location of the loop detectors is approximate and may be field adjusted to minimize expansion joint crossings, manholes, pavement cracks, etc. All such adjustments must first be approved by the engineer. Loops shall be centered in their lane and the spacing between bops shall be approximately 10' 5. Linear measurements are taken between pole base and pull box centers and do not include allowances for mast arm lengths, vertical rises or splices. 6. Signal heads shall be centered over their approach lanes as shown. When two signal heads are placed on an approach with only one thru lane, the signal heads shall have a minimum horizontal separation of ten feet and shall be evenly spaced over the thru lane. 7 All combination pole fo{indotions shall be fitted with a, mini mum of one spare conduit bend in order to provide access for' lighting power service. eceL , V B N X k See Lighting Plans For Luminaire Details 61 ea. Comb Mast Arm Signa/ 1Light Pole, Type CMP- 35 -12, Poi 9S Lighting Plan • 2 ea. Tragic Signal, Type T5 -1 w/ T36 Face Station 80*86, Rt. c70.5' • 2 ea. Pedestrian Signal, Type PS -I w/T23 Face SHEET art • lea. Comb Mast Arm Signa/ 1 Lighting Pole Type CMP - 35-/5, Pole 96. tightingP/on '2 ea Traffic Signal, Type TS -t 14//736 Face Station 814-20 Rt. 4/' ' , •2ea. Pedestrian Signal, Type PS -1 w/ T23 Face Q UA/V T/TIES Quantity I tem • / ea. Comb. Mast Rrm SignalCC9hting Pole, Type 011P-30-15 Goly. 40' Mount/17g Height w/ Luminaire • / ea. Comb. Mast Arm SIgno/cf`L9hti»g Po/e, Type CMP -35- /Z Galt/. 4Q' Mounting Height w/ Luminaire • / ea. Comb. Mast Arno Signa/ l Liyhting Pole, Type CMP -35 - /0 Galt/. 46' Aloanfing Height -w/Luminaire • 8 ea. Traffic Siyrra/ Type 7321 w/T3, fete, Back P/ate, jlisor I MR- 6 Mounting '8 ea Pedestrian Si9rro/, . Type P3- w/Te3 Face, //LEN- f 49-2 Bracket • / ea. Traffic %na/ Controller , Type TC -as 40/Cabinet Secondary Solid State Pretimed 99141 933• L.F. 7/C #14 AWG Traffic Signal Cable ISMA 19a- 20 4 L.F. I -I/2° Conduit in Trench Nonmetallic 05i- C.F 0" Conduit in Trench Metallic, 33/.5 S2 6.1 /e/C #/4 ACVG Traffic Sena/ Cab/e. //75,9 /9or 20 '262. -G.F Service Coble 1/0 #6 Copper Street Lighting Cable, No. 8 USE See Lighting Plan 1 ea, Combination Mast Arm Signal& Lighting Pole, Type 35-15 Laly 40' Mtq, Height vi/Luminaire 351- LF Grounding Conductor Street Lighting Cable, No. 8 Bare 1/0 # 8 Copper Bare See Lighting Plan 2.70 • 1 ea. Pull Box, Type PB -1 •268 L.F 1 1/2" Conduit in Trench Metallic o,.. ()MASA e,z,>• 71/3x33 <�` C -s\ 3 A�_ 4- 7 ) L i 8"/lker the./ N M 2 t i �— 'it, h 1 tz„ t q2 "Ts 4. z.r� �y •C 03 N NSI tri yw d:(, 1 M 'Q I \, 1-1/2" To Power Supply ._44:21;1./2e" _44 y.: SE1T1/2e" y STEEL Noy rays Gee f` o• d 4 Scale 1%20' CT- 4 N r 8 „rfhiin /O , /OYkider &e 4, GENERAL NOTES: L The locations of all aerial and underground utility facilities are not indicated on these plans. Underground utilities whether shown or not will be flagged by the utilities upon request of the contractor. No excavation will be permitted in the area of underground utilities until all such facilities have been located and identified to the satisfaction of all parties. The contractor shall be responsible for protection of all underground and aerial utilities and constructions. , 2. All 'surface materials that are disturbed by excavation and backfilling operations shall be replaced and restored in kind equal to or exceeding the original 'condition. 3. Signal poles and controllers shall not be located in ditches or depressions subject to water ponding. 4. The location of the loop detectors is approximate and may be field adjusted to minimize expansion joint crossings, manholes, pavement cracks, etc. All such adjustments must first be approved by the engineer. Loops shall be centered in their lane and the spacing between bops shall be approximately 10' 5. Linear measurements are taken between pole base and pull box centers and do not include allowances for mast arm lengths, vertical rises or splices. 6. Signal heads shall be centered over their approach lanes as shown. When two signal heads are placed on an approach with only one thru lane, the signal heads shall have a minimum horizontal separation of ten feet and shall be evenly spaced over the thru lane. 7 All combination pole fo{indotions shall be fitted with a, mini mum of one spare conduit bend in order to provide access for' lighting power service. eceL , V B N X k See Lighting Plans For Luminaire Details 61 ea. Comb Mast Arm Signa/ 1Light Pole, Type CMP- 35 -12, Poi 9S Lighting Plan • 2 ea. Tragic Signal, Type T5 -1 w/ T36 Face Station 80*86, Rt. c70.5' • 2 ea. Pedestrian Signal, Type PS -I w/T23 Face SHEET art • lea. Comb Mast Arm Signa/ 1 Lighting Pole Type CMP - 35-/5, Pole 96. tightingP/on '2 ea Traffic Signal, Type TS -t 14//736 Face Station 814-20 Rt. 4/' ' , •2ea. Pedestrian Signal, Type PS -1 w/ T23 Face Q UA/V T/TIES Quantity I tem • / ea. Comb. Mast Rrm SignalCC9hting Pole, Type 011P-30-15 Goly. 40' Mount/17g Height w/ Luminaire • / ea. Comb. Mast Arm SIgno/cf`L9hti»g Po/e, Type CMP -35- /Z Galt/. 4Q' Mounting Height w/ Luminaire • / ea. Comb. Mast Arno Signa/ l Liyhting Pole, Type CMP -35 - /0 Galt/. 46' Aloanfing Height -w/Luminaire • 8 ea. Traffic Siyrra/ Type 7321 w/T3, fete, Back P/ate, jlisor I MR- 6 Mounting '8 ea Pedestrian Si9rro/, . Type P3- w/Te3 Face, //LEN- f 49-2 Bracket • / ea. Traffic %na/ Controller , Type TC -as 40/Cabinet Secondary Solid State Pretimed 99141 933• L.F. 7/C #14 AWG Traffic Signal Cable ISMA 19a- 20 4 L.F. I -I/2° Conduit in Trench Nonmetallic 05i- C.F 0" Conduit in Trench Metallic, 33/.5 S2 6.1 /e/C #/4 ACVG Traffic Sena/ Cab/e. //75,9 /9or 20 '262. -G.F Service Coble 1/0 #6 Copper Street Lighting Cable, No. 8 USE See Lighting Plan 1 ea, Combination Mast Arm Signal& Lighting Pole, Type 35-15 Laly 40' Mtq, Height vi/Luminaire 351- LF Grounding Conductor Street Lighting Cable, No. 8 Bare 1/0 # 8 Copper Bare See Lighting Plan 2.70 • 1 ea. Pull Box, Type PB -1 •268 L.F 1 1/2" Conduit in Trench Metallic o,.. ()MASA e,z,>• 71/3x33 <�` C -s\ 3 A�_ 4- 7 1-1/2" 1-I/2" To Power Supply See Lighting Plan See Lighting Plows Mti Ni N� 1 1/2"- 1 1/2"-fi7'' i// 1 1/2" CO L) r. 1 S /GNA L PLAN '1 ea. Pull Box, Type PB -1 Sta. 83, Lt. 33' Ns, 441 a 1 1/2"-5-7' 3"6u Li:,rti 17-: 1 1/2"-P340 1 1 /2"- 33'STEEL. ite. Wier Gee ti a tl 1 Sit. h 4 /77- 4 T to 400. • m 3 M 60 1 tc N &9' 63'evC. tC N ^ M M O � to oo / ea. Pull Box , Typ; PB - r Station 85* Xo Lt. 3¢ 85118 31%1 1 N to 77 'Remove existing Traffic Signal System and po/e foundations. ,t7taller Lina 86W° i ' %a" Pad. ii/pair/7i/////; / o • NQ A /ea. 1FA11 [30)r,T7`ic 1'8-/ •j{.a•h'on SflS6 3/'R+ SHEET QUANT/TIES 44-55OW2i Scale: /11.= 20' Quantity I/ -en? Remarks .es Pa// Box, Type PB- / Lighting Control Center See Lighting Plan 236 �C./ Service Cable I/C *6 AWG Copper 1./ ea. TraH6ic Signa/ eemova/ At Lexington 157,5 491 L.F. 7/C °14 AWG Traffic Signal Cable . I/775A /9 or 20 282 Asa-L.F. I -1/2n Conduit Conduit In Trench, Nonmetallic I/C #8 Copper Bare Z Fez 5 -238 LF 1 1/2" Conduitin Trench Metallic 1-1/2" /////////1 // 2 1 3'GaaL7x ^a MS Stdie 1 1:/2"-22' 0 1 1/2"-125' Ncl e sa ;34 �a LIOZ11' ;NI 03 e . 1 TZN t 4-1 • .o k SIGNAL PLAN N� ti 10'14frier L1 M ti N N� `o A10 v IT /7A A / // // puc /33 / %Z lt/c Co AI Du IT ou<7 3-12/C 3-7/C G.C. N M aC h 0: v DO 1-12/C 1-7/C G.C. 2-12/c .4" Z Go pt nr Puc. Zt sha// be fire Contractors responsibility to coordinate /he relocation of the Signal Po/es With the Proper. Authorities of /he City of' Hastings and the State of /Yebraska. Extend 2-2" condu/t to street light ,Dole Foundation, Sc" /eft, Station 88479.3 Relocate Street Light Pole, Type SLI complete with al/ached sigma/ hardware, 34' /eft station 8Bt/98 Use in place, existing 2-2" conduits. Remote h-effJc signal 1 street /ightiny cab/es and rep/ace with new eguiva/ent cab/es. Connect into existing conduit system, 08' Rt. station 88+40 Relocate Combination Mast Arm Signal and Lighting Pole, Type CM P- 40-I2 complete with attached signal herdwere , 44 "Rt station 884-23 Extend 2-2" conduits to Traffic Signe/ Pole roundel/on, 44"1?t station 88+23 Scale: /"= 20' e a SHEET Q UAA/TI TES *55080 3_3 Quantity Item Remarks O /et? /ea. Relocate Combination Mast Arm Signal and Lighting Pole, type CMP -40-12 Relocate Street Light Pole, Type SL -1 at Co./D!//T /,✓ `'T,PEnyoN Non/ /99 1 L.F. I-1/2" Conduit in Trench, Nonmetallic 83 .94 G. f 2" Conduit in Trench Metall is 229 .yes- L.F.. 7/C t 14 AWG Traffic. Signal Coble IMSA 19 or. 20 19/ *5-3 .g Croupdiyy doneeacDov •W 7 -385 L.F. I2/C #I4 AWG Traffic Signal Cable IMSA 19 or 20 ae/7/ ��ACy dainB/PTS YAc C�,�//P S -9i o ci64YT Remo% Po.F TYAF 07,2 s'ST o - ir S2/6,.�/9< 41 38411• F „ S&Eui cE G1,7482E Street Lighting Cable, No. 8 Bare See Lighttng ?Tan Street Lighting Cable, No. 8 USE See Lighting Plan 30 LF 1 1/2" 'Conduit in Trench Metallic 7r/..7/33 I-2/0 1 2 2 I- 7/C G.C. /Power / L.C. 11 -To Power (120 V ? 0 PPB 2/C Mag. 7/C Interconnect 1-12/C / I -7/C 1-2/C G.C. 12 I2 NORTH West 2nd St. Lighting Coble (2") C 7/C to Bellevue Controller (I-1/2") 2/C Mag. 1 SIGNAL SEQUENCE , _ c 1 s -,- Mag. Detector Loop 21 Approac^ 1 2 3 4 5 6 7 8 9 10 1 1 12 11 Green 1 East -- West G G A F? R R R 1? II Walk 12 Walk 11 Walk ' 12 Walk 2 North—South RR 6 RRG Common Common GA Common R Common Red White 3 2 Red 1 Red 12 Don't Walk II Dont Walk 112 Don't Walk 11 Don't Walk Green / Green 2 Green 1 Green II PPB 4 II PP8 12 PPB 5 Orange / Amber 2 Amber I Amber 11 PPB 12 PP8 11 PPB 12 PPB 6 5 11 Don't Walk 12 Don't Walk I I Don't Walk 12 PPB I I PP8 12 PPB I I PP8 7 White Black Spare Sparc 6 12 PPB 11 PPB 12 PPB II PPB 7 8 Red Sparc Spare 2 Red 8 9 Green i. ,. Spare Spare 2Green II Ped. East-West W FDW DW DW DW DW DW DW 11 12 Ped. North-South DW DW DW DW W FDW DW DW Black White Spare Spare 16 18 FED. ROAD REG. NO. STATE FED. AID PROJECT NO SHEET NO. 7 NEBR. M -5508 (2 ) CABLE CONDUCTOR COLOR CODE ( 51 ack ELECTRICAL DETAILS Mag. Detector Loop 21 Loop 21 Conductor Color Tracer 1 l 12/C -I I' I2/C-3 I (2/C-2 7/C -I 7/0-2 7/0-3 7/0-4 Number 11 Green 51ack 11 Walk 12 WalkI II Walk 12 Walk 11 Walk ' 12 Walk 11 Walk 2 r:hi to 6 Common Common Common Common Common Common Common Red White 1 Red 2 Red 1 Red 12 Don't Walk II Dont Walk 112 Don't Walk 11 Don't Walk Green / Green 2 Green 1 Green II PPB 12 PPB II PP8 12 PPB 5 Orange / Amber 2 Amber I Amber 11 PPB 12 PP8 11 PPB 12 PPB 6 Blue 11 Don't Walk 12 Don't Walk I I Don't Walk 12 PPB I I PP8 12 PPB I I PP8 7 White Black Spare Sparc Spare 12 PPB 11 PPB 12 PPB II PPB 8 Red Sparc Spare 2 Red 9 Green i. ,. Spare Spare 2Green 10 Orange « Spare Sparc 2Amber 11 Blue Spare Spare Spare 12 Black White Spare Spare Spare CABLE CONDUCTOR COLOR CODE onductor Number Color `racer 2/C-1 2/C -I 2/0-2 2/0-3 i ( 51 ack ELECTRICAL DETAILS Mag. Detector Loop 21 Loop 21 Loop22 PROJECT Na M-5508 (2) DATE 9-12-86 0 !-:hi te APPROVED BY. Red Green 5 Orange 6 Slue 7 White Black Red 9 Green 10 Orange 11 Blue 12 Black White NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION LOCATION Hastings COUNTY Adams HIGHWAY Baltimore Ave. with West 2nd St. ELECTRICAL DETAILS DESIGNED BY TRAFFIC ENGINEER DRAWN BY PROJECT Na M-5508 (2) DATE 9-12-86 0 REVIEWED BY APPROVED BY. 11 1-I2/C I -7/C Power Q1 Q 4, z co 129' (1-1/2") L.C. (2")) 9I' (2"; PPB PPB 12 2-12/C 2 - 7/C G.C. L.C. (2")T 2 (2") L.C. West 2nd St. L.C. (2") 0 N cu 2 7' PB -I SIGNAL SEQUENCE 0 ro c J J TTu s APProacn ;S on all detectors 1 2 3 4 5 6 7 8 9 10 11 12 1 East-West GGARRRRR L I 2 North - South R R R R G G A R 12 Walk 12 Walk 11 Walk 12 Walk 3 Wni to White Common Common Common Common 1 Common Common Common 3 Red Red 4 2 Red I Red 2 Red 12 Don't Walk 11 Don't Walk 12 Don't Walk 4 Green Green / Green 2 Green 1 Green 5 II PPB 12 PPB 11 PPB 5 Orange Orange 1 Amber 2 Amber 1 Amber 2 Amber 11 PPB 12 PPB 6 6 81 ue Blue 11 Don'tWalk 12 Don't Walk 11 Dont Walk 12 Don't Walk 12 PPB I1 PPB 12 PPB 7 White 7 Spare Spare Spare Spare 12 PPB 11 PPB 12 PPB 8 Red 1 Spare Spare 8 Spare 9 Green Spare Spare Spare Spare 11 Ped. East-West W FDW DW DW DW DW DW DW 11 Blue 11 12 Ped.North-South DW DW DW DW W FDW DW DW 12 Black White Spare 16 Spare Spare 18 •,2 (.;ABLE CONDUCTOR COLOR CODE I conductor Number Color `racer 12/C -I 1 12/C-2 12/C-3 J 12/C-4 7/C -I 7/C-2 7/C-3 L I 1 Black Slack 11 Walk 12 Walk 11 Walk 12 Walk 12 Walk 11 Walk 12 Walk 2 Wni to White Common Common Common Common 1 Common Common Common 3 Red Red / Red 2 Red I Red 2 Red 12 Don't Walk 11 Don't Walk 12 Don't Walk 4 Green Green / Green 2 Green 1 Green 2 Green II PPB 12 PPB 11 PPB 5 Orange Orange 1 Amber 2 Amber 1 Amber 2 Amber 11 PPB 12 PPB I1 PPB 6 81 ue Blue 11 Don'tWalk 12 Don't Walk 11 Dont Walk 12 Don't Walk 12 PPB I1 PPB 12 PPB 7 White Black Spare Spare Spare Spare 12 PPB 11 PPB 12 PPB 8 Red 1 Spare Spare Spare Spare 9 Green Spare Spare Spare Spare 10 Orange Spare Spare Spare Spare 11 Blue 11 Blue Spare Spare Spare Spare 12 Black '..;ii to 12 Black White Spare Spare Spare Spare CABLE CONDUCTOR COLOR. CODE, Conductor Number Color Tracer 7/C-4 I L I 1 Slack 11 Walk 1 2 White � Common 3 Red 1 I 11 Don't Walk 4 Green ; I 12 PPB 5 Orange 12 PP8 6 Blue 1 I 11 PPB 7 White I Black 11 PPB 8 Red 9 Green 1C Orange 11 Blue 12 Black '..;ii to NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION LOCATION Hastings COUNTY Adoms HIGHWAY Bellevue Ave. with West 2nd St. ELECTRICAL DETAILS DESIGNED BY DRAWN BY TRAFFIC ENGINEER 1/2" CHAMFER, IF IN EARTH GRADE VEHICLE DETECTOR, TYPE TD- 3 PULL BOX, TYPE PB -2 1/2" MASTIC, IF IN CONCRETE CONCRETE, SIDEWALK, ETC. 2" MAX. LIP 4" MIN. p n8Q' 0 0 o 0 0 :• - o o • ....• ,QQ ♦ •.4•�I •.S4e �•4% ;-ii• %• :14%0•41• . �`ba• .4 4", ••••I Ni�•�•N••i I•r:•r+•fI /d elto - o �.eo X C. * r • 1 n O ° { D O {• J 0 �. 0 f ` • ° O 1 ROADWAY a o f NN\\`\ \\`MAGNETIC DETECTOR COARSE AGGREGATE EXISTING ROADWAY SURFACE DUPLEX DETECTOR LEADS INSERT CONDUIT UNDER ROADWAY AT LOCATIONS SHOWN IN THE PLANS _SEE PLANS FOR SPACING OF DETECTOR(S) IN CONDUIT CAP 3" NON-FERROUS CONDUIT SHALL SLOPE TOWARD THE PULL BOX TO PROVIDE DRAINAGE. NOTE: ALL SPLICES SHALL BE MECHANICALLY SOUND AND SOLDERED WITH ROSIN CORE SOLDER (APPROX. 50% TIN/50% LEAD). EXPANSION JOINT OR CRACK EPDXY FILLER LOOP WIRE SOFT PLUG TO PREVENT EPDXY CEMENT FROM FILLING CONDUIT. 6" MINIMUM 1/2" I.D. FLEXIBLE, NON-METALLIC TUBING. (CORROSION AND WEATHER RESISTANT WITH A MINIMUM NOMIAL WALL THICKNESS OF 1/8".) '2" MIN. FOR ASPHALT SURFACED ROADS "3" MIN. WILL BE PERMITTED IN ASPHALT AND IN VICINITY OF EXPANSION JOINTS TO ALLOW FOR REO'D. CLEAR DISTANCE TO TUBING. SECTION C -C 2 16. BEVEL AND SMOOTH END TO PROTECT CABLES CABLE SLACK TO ALLOW FOR EXPANSION EXISTING PAVING TOP OF EXISTING PAVEMENT EPDXY CRACK FILLER DETECTOR LOOP WIRE \ � 3/8" MIN. SECTION B-13 TRAFFIC SIGNAL PLAN POLE FOUNDATION OR PULL BOX VEHICLE DETECTOR, TYPE TD -5 CURB SEE DETAIL A ©EXPANSION JOINT OR CRACK r - CONDUIT DRILLED HOLE DETECTOR WIRE IN CONDUIT SHALL BE TWISTED 3 TURNS PER FT. SPLICE TO 2/C LEAD IN CABLE (IMSA 50-2) 1" DRILL THROUGH PAVEMENT POLE FOUNDATION OR PULL BOX DETECTOR LOOP WIRE (NUMBER OF TURNS AS SPECIFIED AT EACH LOCATION) �.. �.o O G. wo EXISTING PAVEMENT 3/4" CONDUIT BACKFILLING SHALL BE DONE IN ACCORDANCE WITH THE NEBRASKA STANDARD SPECIFICA- TIONS FOR HIGHWAY CONSTRUCTION. DETAIL A SOFT PLUG TO PREVENT EPDXY CEMENT FROM FILLING CONDUIT SECTION A -A NOTE: ALL SAW CUTS SHALL BE MADE WITH A WATER COOLED SAW BLADE. POLE FOUNDATION OR PULL BOX FED. ROAD REG. NO. SATE FED. AID PROJECT NO. : EET NO. 7 NEBR. I`1 PREFORMED LOOPS SPLICE TO 2/C PRETWISTED CABLE (IMSA 50-2) PAVEMENT -:508 CZ) 476 NOTE: SEE SPECIAL PROVISIONS FOR DETAILS OF CONSTRUCTION FOR PREFORMED LOOPS. 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). PREFORMED LOOP 2" TO 3" LEAD IN INSTALLATION DETAIL GENERAL NOTES FOR SAW CUT LOOPS 1. IMMEDIATELY BEFORE LAYING THE LOOP CABLE, THE SAW CUT SHALL BE THOROUGHLY CLEANED AND DRIED WITH HIGH PRESSURE COMPRESSED AIR. 2. 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.) 3. 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.). 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 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. LOOP WIRE SHALL BE CONTINUOUS (NO SPLICES PERMITTED) FROM THE PULL BOX OR FOUNDATION THROUGHOUT THE LOOP CONFIGURATION. 4. 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. 5. 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. 6. LOOP WIRE SHALL BE IMSA 51-5. REV, NO. DATE REVISION DESCRIPTION NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION i LOCATION COUNTY HIGHWAY DETECTOR DETAIL STANDARD DESIGNED BYDJ., / W TRAFFI E • EER � 7 i(/�(// DRAWN BYV �/ PROJECT NO. DATE JrAPPROVED /O - o " REVIEWED BY%T.. j BY j; 2 - N° 5 BARS x 3'- (8 REQUIRED) ■•.ns MOM ■!nn!■••suuu •a%auusurniaa notion r.; Ir lMINI.. aim, mammon SI. AMMON Ell nrA■■ala■a' •n► lIMI•u•auIFA ■nu•u■■■■ nnun••• FLAT SLAB TOP CAST IRON FLANGE, FRAME AND COVER! MANHOLE TOP ELEV. AS SHOWN ON PLANS GROUT BRICK OR 26" c\' PRECAST CONCRETE c — RISER SLAB REINFORCING BARS (SEE TABLE N° I) LIFT BARS AS REQUIRED (SEE SHEET 2 OF 3) CAST IRON RING AND COVER iaVEZZeVIVie HFLAT SLAB TOP ELEV.AS SHOWN ON PLANS CONCRETE FLAT SLAB TOP PRECAST CONCRETE' BARREL SECTION CAST -IN- PL ACE CONCRETE BENCH' ti • 26II \t\—CONCRETE FLAT 26" DIA. 7 CAST IRON STEPS 8 /6" CTRS SLAB REINFORCING BARS (SEE TABLE IN° I) • MANHOLE DIAMETER (SEE TABLE N° 3) IMO SLOPE TO DRAINH , • a • • D 1 1p 0 SLAB TOP AS (SEE TABLE N° 2) ♦':.1 1'I 1- 8"x 8"x I" 0" PRECAST LEVEL BLOCK PLACE AS REQUIRED TO SUPPORT BOTTOM BARREL SECTION SLAB REINFORCING BARS1 (SEE TABLE N° I) BASE REINFORCING BARS l(SEE TABLE N° l) FLOW LINE AS SHOWN ON TYPE ♦A" %M=_E•O Minn MEM MEMO _u• / n n■■n 1tU•�-III IIMANOMMIPia TYPE 'A" & "B" BASE PLANS TABLE N 3 MANHOLE SIZE BASED ON LARGEST PIPE INTOTMANHOLE MANHOLE DIAMETER MANHOLE DIAMETER L MAXIMUM SIZE OF PIPE 48" * 54" 24" 8" 30" 66" & 72" 60" 36" 84" & 96" 66" 42" 120" 72" 48" ' 84" 54" 96" /20" 66" 84" *MINIMUM DIMENSION FOR PIPES 24" OR LESS, OR RISER SECTION MANHOLE COVER (TELESCOPIC TYPE SHOWN) TOP OF PRECAST CONCRETE' TOP SECTION �' • FRAME SECTION FLANGE SECTION Maw • 26"DIA 1. I MANHOLE COVER (NON - TELESCOPIC TYPE) jai 'ECCENTRIC CONE SECTION t (CAST IRON STEPS 9 /6" CTRS. 4 4 • ' %2D • r • BASE REINFORCING BARS (SEE TABLE N° I) TYPE "B" TABLE N? 1 BASE AND TOP SLAB FOR ROUND MANHOLE MANHOLE DIAMETER SLAB THICKNESS "T SLAB REINFORCING BAR SIZE & SPACING 48" - 60" 8" N° 4 AT 6" CTRS. 66" & 72" 8" N° 5 AT 71/2" CTRS. 84" & 96" 8" N° 5 AT 61/2" CTRS. 120" 8" N° 5 AT 5%2" CTRS. CAST IRON RING AND COVER FED. ROAD DIV. NO. STATE FED. AID PROJ.{NO. SHEET 7 NEBR. �j G� /V 1 —J ) O U (P) /NO. `� 7 GENERAL NOTES DIMENSION "A" SHALL BE THE DIFFERENCE BETWEEN:gHE MANHOLE TOP ELEVATION AND THE FLAT TOP ELEVATION FOR TYPE "A" MANHOLE. DIMENSION "A" SHALL BE THE DIFFERENCE BETWEEN THE TOP MANHOLE ELEVATION AND THE TOP OF THE ECCENTRIC TRANSITION SECTION FOR TYPE "B" MANHOLE. DIMENSION "A" SHALL NOT EXCEED 4'-0". THE MINIMUM "A" SHALL BE 0'-9" UNDER PAVEMENT AND 1'-4" OUTSIDE THE PAVEMENT. DIMENSION "C" SHALL SE 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 8E 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 8E OBTAINED. ALL ADDITIONAL MATERIAL: OR WORK REQUIRED SHALL BE AT THE CONTRACTOR'S EXPENSE. x DIMENSION "H" SHALL BE THE DIFFERENCE BETWEEN THE FLOW LINE ELEVATION SHOWN ON THE PLANS AND THE MANHOLE TOP ELEVATION SHOWN ON THE PLANS. DIMENSION "T" SHALL BE THE THICKNESS OF BASE AND FLAT SLAB TOP WHICH SHALL BE A MINIMUM OF 8". 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 26" DIA. THE PRECAST CONCRETE RISER SHALL CONFORM TO REQUIREMENTS OF A.S. T.M. DESIGNATION "C-478", EXCEPT AS SHOWN. MANHOLE DIAMETER (SEE TABLE N° 3) TABLE N? 2 MATCH TOP INSIDE SURFACES OF THE PIPES COMING INTO THE MANHOLE WHENEVER POSSIBLE. THE MANHOLE BENCH SHALL COME UP TO 3/4 THE DIAMETER OF THE LARGEST PIPE AND SLOPE UP 3" TO THE SIDE. CONTOUR THE BENCH TO DRAIN. THE MINIMUM CLEARANCE OF ,REINFORCING STEEL SHALL BE 2 INCHES. BARREL DIAMETERS SHOWN ON THE PLAN ARE THE MINIMUM DIAMETER THAT MAY BE USED AT EACH LOCATION. THESE DIAMETERS ARE BASED ON CENTER BARREL SECTIONS WHICH ARE USUALLY AVAILABLE FROM THE FABRICATOR. THE CONTRACTOR MAY PROVIDE BARREL SECTIONS OF LARGER DIAMETER THAN SHOWN ON THE PLAN. NO ADDITIONAL PAYMENT SHALL BE MADE FOR BARREL SECTIONS OF LARGER DIAMETER THAN SHOWN ON THE PLANS. EACH SECTION SHALL BE SET IN A FRESH BED OF MORTAR AND POINTED UP INSIDE AND OUT. THE CONTRACTOR MAY AT HIS OPTION CAST -IN-PLACE THE FIRST SECTION OF THE MANHOLE WHEN THE STANDARD KNOCKOUTS ARE NOT AVAILABLE. THE CONCRETE WALL THICKNESS AND • REINFORCING STEEL AREA SHALL BE AS SHOWN FOR THE RESPECTIVE "H" DIMENSION IN CHART Na 1 FOR MANHOLE TYPE "C". THE MINIMUM LS AND SS DIMENSION SHALL BE OF SUFFICIENT DIMENSION TO ACCOMMODATE PIPES ENTERING THE RESPECTIVE WALL. THE TOP OF THE CAST -IN-PLACE SECTION SHALL BE FORMED TO ACCOMMODATE THE RESPECTIVE PRECAST SECTION. UNLESS SPECIFIED IN THE PLANS THE CONTRACTOR MAY DETERMINE THE TYPE MANHOLE TO BE CONSTRUCTED. THE CONTRACTOR MAY AT HIS OPTION USE TRANSITION SECTIONS TO REDUCE THE BARREL SIZE OF THE MANHOLE. DIMENSION "A" CANNOT EXCEED 4'-0" ON THE 26" RISER SECTION. THE MAXIMUM VALUE OF "H" FOR TYPE "A" AND "B" MANHOLES SHALL BE 30 FT. WHEN USING BRICK FOR THE FINAL ADJUSTMENT OF THE FLANGE SECTION, A DOUBLE ROW OF BRICK PLASTED 1/2" THICK INSIDE AND OUT SHALL BE USED. THE BRICK SHALL CONFORM TO REQUIREMENTS OF A.S. T.M. DESIGNATION "C-32". CIRCUMFERENTIAL REINFORCEMENT /F.T. OF BARREL DIAMETER BARREL SECTION AREA OF STEEL AS (SQ. IN. /FT. ) 84" .37 96" .47 /20" .70 SPECIAL PLAN 0 10 INCH REINFORCE D CONCRETE WA L 9 INCH REINFORCED CONCRETE WALL 8 INCH REINFORCED CONCRETE WALL 5 10 /5 20 25 30 DIMENSION "H", "HI" , OR "H2" IN FEET 10 /5 • 20 25 30 DIMENSION "H", "HI", OR "H2" IN FEET -0.96 - 0.90 0.80 - 0.70 35 - 0.835 0.80 0.70 PN 0.60 35 10.71 0. FOR HORIZONTAL WALL BARS OF REINFORCING Q 70 e 0.60 0. 50 1-0.40 0. 30 10 /5 20 25 30 DIMENSION "H", "HI" , OR "H2" IN FEET CHART N? 1 NOTES CHART NO. I SHALL BE USED TO DETERMINE THE WALL THICKNESS AND THE AMOUNT OF HORIZONTAL REINFORCING STEEL. REQUIRED FOR A PARTICULAR VALUE OF "H" AND A LONG SPAN DIMENSION "LS". TO USE THE CHART, LOCATE THE POINT OF INTERSECTION OFA VERTICAL "H" DIMENSION LINE WITH A SLOPING SPAN LENGTH LINE. FROM THIS POINT OF INTERSECTION DRAW A HORIZONTAL LINE TO THE. -RIGHT TO FIND THE REQUIRED AMOUNT OF HORIZONTAL REINFORCING STEEL PER FOOT OF WALL HEIGHT. THE REQUIRED WALL THICKNESS WILL BE FOUND AT THE LEFT OF THE PARTICULAR CHART SECTION. EXAMPLE I, GIVEN A MANHOLE WITH H ' 13 FEET AND LONG SPAN LS = 6 FEET. FROM THE CHART FIND THAT AN 8 -INCH THICK WALL WITH 0.40 SQ IN./FT. OF REINFORCING STEEL IS REQUIRED. THE HORIZONTAL BARS MAY BE NO. 4 AT 6" SPACING OR NO. 5 AT 9" SPACING.( SEE TABLE NO. 4) EXAMPLE 2: GIVEN A MANHOLE WITH H = 19 FEET AND LONG SPAN LS = 7.5 FEET. NOTE THAT THE CENTER SECTION OF THE CHART MUST BE USED WHICH INDICATES THAT A 9 -INCH THICK WALL IS REQUIRED. ON THE VERTICAL LINE REPRESENTING H = 19 FEET FIND A POINT MIDWAY BETWEEN THE 7 -FOOT AND 8 -FOOT SPAN LENGTH LINES. THE REQUIRED AMOUNT OF HORIZONTAL REINFORCING STEEL WOULD THEN BE READ AS 0.73 SQ. IN./FT., WHICH COULD BE PROVIDED BY USING Na 5 BARS AT 5" SPACING OR NO. 6 BARS AT 7" SPACING. (SEE TABLE Na 4) THE WALL THICKNESS AND THE AMOUNT OF HORIZONTAL REINFORCING AS DETERMINED FROM THE CHART SHALL BE USED FOR ALL FOUR WALLS INA PARTICULAR LIFT OR POUR THE SAME WALL DESIGN MAY BE USED THROUGHOUT THE HEIGHT OF THE MANHOLE, OR .4 DIFFERENT WALL DESIGN FOR THE NEXT LIFT MAY BE DETERMINED BY REENTERING THE CHART WITh' THE VALUES OF "Hl" AND "LS" WALL DESIGN FOR ADDITIONAL LIFTS WOULD BE HANDLED IN THE SAME MANNER. WHEN DESIGNING A MANHOLE FROM CHART NO 1. THE MINIMUM VALUE OF "H" SHALL BE 5. FOOT (FOR DESIGN PURPOSES ONLY). THE MINIMUM HORIZONTAL REINFORCING SHALL BE NO. 4 BARS AT /2" CENTERS AND THE MINIMUM WALL THICKNESS SHALL BE 8 /NHES. 35 0.20 REQUIRED CROSS - SECTIONAL (SQUARE INCHES PER FOOT OF WALL HEIGHT) 12 - N° 5 x 3"-0" DIAGONAL BARS, 8 REQD. 1 x v L n / \ \ SLAB THICKNESS Y'" PRIMARY SLAB REINFORCING BAR SIZE 8 SPACING DISTRIBUTION REINFORCING BAR SIZE & SPACING 2'-6• TO 4-!I•' 81/2" 2" CLEAR HORIZONTAL WALL BARS (SEE CHART N° I ) V) 5 -0" TO 5'- 4 9" N° 5 AT 5 CTRS. ;TYPICAL o LS 6' - O' TO .51'-:' II" 9%2" N° 5 AT 41/2-CTRS. N° 5 AT 9" CTRS. 7 - 0" TO 7'-!I" 10" N° 6 AT 51/2' CTRS N° 6 AT !I" CTRS. 8'-0" TO 8' -.II" II" N° 6 AT 51/2" CTRS. N° 6 AT ll" CTRS. 9'-0" TO 10-0" 12" N° 6 AT 5" CTRS. N° 6 AT 10 CTRS 0.70 8" 0.30 0.47 0.66 81/2" 0.28 0.44 0.62 9 0.27 0.41 0.59 91/2" " 0.25 0.39 0.56 10 " 0.24 0.37 0. 53 101/2 0.23 0.35 0.50 11 0.22 0.34 0.48 II % 0.21 0.32 0.46 12 0.20 0.31 0.44 + LS t 2x Ti MANHOLE TELESCOPIC TYPE TOP SLAB DISTRIBUTION BARS ( SEE TABLE N° 5) N T 1 I. PRIMARY SLAB BARS (SEE TABLE N° 5) DISTRIBUTION BARS (SEE TABLE N° 5) LIFT BARS AT CORNERS OF SLA (MANHOLE NON - TELESCOPIC TYPE CONCRETE RISER JI, • CONCRETE RISER 1 v PIPE WALL THICKNESS -- DISTRIBUTION BARS (SEE TABLE N° 5 PRIMARY SLAB BARS (SEE TABLE N° 5 ) CAST IRON STEPS a /6" CTRS. HORIZONTAL WALL BARS (SEE CHART N° l) N° 4 VERTICAL WALL; BARS . 1 ;-{CONCRETE BENCH s • M • • • • • • 1. TI Q 2 c.> • / • FLOWLINE OF MANHOLE WALL THICKNESS (SEE CHART N°I)H • WALL THICKNESS t 1" WALL THICKNESS t l" IN° 4 VERTICAL WALL BARS UNIFORMLY 'SPACED AT NOT TO EXCEED 16" CTRS. N° 4 DOWEL BARS TO MATCH VERTICAL WALL BARS TYPICAL �-- PIPE WALL THICKNESS >..i LS 6" TYPE "C" PRIMARY SLAB BARS (SEE TABLE N° 5) WALL THICKNESS (SEE CHART N° I) / \ \ SLAB THICKNESS Y'" PRIMARY SLAB REINFORCING BAR SIZE 8 SPACING DISTRIBUTION REINFORCING BAR SIZE & SPACING 2'-6• TO 4-!I•' 81/2" 2" CLEAR HORIZONTAL WALL BARS (SEE CHART N° I ) V) 5 -0" TO 5'- 4 9" N° 5 AT 5 CTRS. ;TYPICAL o LS 6' - O' TO .51'-:' II" 9%2" N° 5 AT 41/2-CTRS. N° 5 AT 9" CTRS. 7 - 0" TO 7'-!I" 10" N° 6 AT 51/2' CTRS N° 6 AT !I" CTRS. 8'-0" TO 8' -.II" II" N° 4 DOWEL BARS TO MATCH VERTICAL WALL BARS TYPICAL �-- PIPE WALL THICKNESS >..i LS 6" TYPE "C" PRIMARY SLAB BARS (SEE TABLE N° 5) WALL THICKNESS (SEE CHART N° I) BASE PRIMARY SLAB BARS (SEE TABLE N° 5) DISTRIBUTION BARS (SEE TABLE N° 5) SECTION XaX TABLE N? 4 TABLE N? 5 FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. /1 - 5508(2 ) (D2 BASE AND TOP SLAB FOR RECTANGULAR- MANHOLE SHORT SPAN DIMENSION "SS" SLAB THICKNESS Y'" PRIMARY SLAB REINFORCING BAR SIZE 8 SPACING DISTRIBUTION REINFORCING BAR SIZE & SPACING 2'-6• TO 4-!I•' 81/2" N° 5 AT 5j2" CTRS. N° 5 AT IICTRS. 5 -0" TO 5'- 4 9" N° 5 AT 5 CTRS. N° 5 AT 10 CTRS 6' - O' TO .51'-:' II" 9%2" N° 5 AT 41/2-CTRS. N° 5 AT 9" CTRS. 7 - 0" TO 7'-!I" 10" N° 6 AT 51/2' CTRS N° 6 AT !I" CTRS. 8'-0" TO 8' -.II" II" N° 6 AT 51/2" CTRS. N° 6 AT ll" CTRS. 9'-0" TO 10-0" 12" N° 6 AT 5" CTRS. N° 6 AT 10 CTRS 0.70 8" 0.30 0.47 0.66 81/2" 0.28 0.44 0.62 9 0.27 0.41 0.59 91/2" " 0.25 0.39 0.56 10 " 0.24 0.37 0. 53 101/2 0.23 0.35 0.50 11 0.22 0.34 0.48 II % 0.21 0.32 0.46 12 0.20 0.31 0.44 LS t 2 x T2 t 12" BASE PRIMARY SLAB BARS (SEE TABLE N° 5) DISTRIBUTION BARS (SEE TABLE N° 5) SECTION XaX TABLE N? 4 TABLE N? 5 FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. /1 - 5508(2 ) (D2 BASE AND TOP SLAB FOR RECTANGULAR- MANHOLE SHORT SPAN DIMENSION "SS" SLAB THICKNESS Y'" PRIMARY SLAB REINFORCING BAR SIZE 8 SPACING DISTRIBUTION REINFORCING BAR SIZE & SPACING 2'-6• TO 4-!I•' 81/2" N° 5 AT 5j2" CTRS. N° 5 AT IICTRS. 5 -0" TO 5'- 4 9" N° 5 AT 5 CTRS. N° 5 AT 10 CTRS 6' - O' TO .51'-:' II" 9%2" N° 5 AT 41/2-CTRS. N° 5 AT 9" CTRS. 7 - 0" TO 7'-!I" 10" N° 6 AT 51/2' CTRS N° 6 AT !I" CTRS. 8'-0" TO 8' -.II" II" N° 6 AT 51/2" CTRS. N° 6 AT ll" CTRS. 9'-0" TO 10-0" 12" N° 6 AT 5" CTRS. N° 6 AT 10 CTRS CROSS-SECTIONAL AREAS IN SQUARE INCHES OF BARS IN WALL SECTIONS ONE FOOT HIGH SPACING BAR SIZE N° 4 N° 5 N° 6 5.• 0.46 0.74 1.06 5 1/2" 0.44 0.68 0.96 6.. 0.40 0.52 0.88 61/2" O.37 0.57 0.8/ 7" 0.34 0.53 0.75 71/2" 0.32 0.50 0.70 8" 0.30 0.47 0.66 81/2" 0.28 0.44 0.62 9 0.27 0.41 0.59 91/2" " 0.25 0.39 0.56 10 " 0.24 0.37 0. 53 101/2 0.23 0.35 0.50 11 0.22 0.34 0.48 II % 0.21 0.32 0.46 12 0.20 0.31 0.44 GENERAL NOTES FOR DEFINITIONS OF DIMENSIONS "A", "C" AND ""H",.SEE SHEET 1OF3. FOR TYPE "C" SHALL BE. MANHOLE, THE MAXIMUM VALUES OF "H" MAX. H = 17 FEET WHEN LS = 10 FEET MAX. H = 2/ FEET WHEN LS = 9 FEET. MAX. H= 26FEET WHEN LS = 8 FEET MAX. H = 34 FEET WHEN LS = 7 FEET MAX. H = 35 FEET WHEN LS = 6 FEET. THE LONGER CLEAR SPAN "LS" OF THE WALLS, AS SEEN /N A HORIZONTAL SECTION, SHALL BE USED TO FIND A WALL DESIGN FROM 'CHART NO. 1. THE SHORTER CLEAR SPAN "SS" SHALL BE USED TO FIND .4 BASE AND TOP SLAB DESIGN FROM THE TABLE N0. 5 ALL CAST -IN-PLACE CONCRETE SHALL BE CLASS "478 • THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OFA REINFORCING BAR, SHALL BE• 2 INCHES EXCEPT AS SHOWN. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS MADE. THE TOP SLAB MAY BE CAST -IN-PLACE OR PRECAST, BUT IF IT /S PRECAST IT SHALL BE SET /N A FRESH BED OF' MORTAR AND. POINTED UP INSIDE AND OUT FOR RISER AND BENCH DETAILS NOT SHOWN, SEE SHEET 10F 3. THE MINIMUM "LS" AND "SS" DIMENSION SHALL BE 2'-6" FOR MANHOLES WITH "H" LESS THAN 6 FOOT AND- SHALL BE 44-0" FOR MANHOLES WITH "H" GREATER THAN 6 FOOT. WHEN "LS" AND "SS" DIMENSIONS ARE NOT SPECIFIED ON THE PLANS, THE DIMENSIONS SHALL BE OF SUFFICIENT DIMENSION TO ACCOMODATE PIPES ENTERING THE RESPECTIVE WALL. "'I SPECIAL PLAN 1 C VAI A$n IN(. l iN( (it N 1824 3q"x 3/"x 6" ANCHOR LUGS (FOUR THUS, 4%2" BELOW TOP OF FRAME) SLOT FOR FLANGE BOLT SEAL FOR LUG COVER CASTING (ONE ONLY) 1/4 4" x 3/4"x 6" ANCHOR LUG (FOUR THUS, 61/2" BELOW TOP OF FRAME) HALF TOP VIEW FRAME 21-O%., MACHINE FINISHED SEAT 3/" SECTION C - C FRAME !SLOT FOR FLANGE 'BOLT (FOUR THUS) DURING PAVEMENT CONSTRUCTION, FRAME CASTING TO BE TEMPORARILY HELD IN POSITION BY BOLTING TO FLANGE CASTING. BOLTS •TO BE REMOVED AFTER CONCRETE HAS HARDENED. FLANGE FILLETS (FOUR THUS) HOLES FOR %„pr BOLTS (FOUR THUS) 34” DIA BOSSES FOR NUTS (FOUR THUS)I- HALF TOP VIEW FLANGE '-I HOLES FOR %2 if BOLTS TOP OF PRECAST CONCRETE TOP SECTION SECTION B - B FLANGE DETAILS OF MANHOLE FLANGE AND FRAME — TYPE I TELESCOPIC TYPE (CAST IRON ) MANHOLE ADJUSTING RING ADJUSTING RINGS MAY BE USED IN ORDER TO OBTAIN THE REQUIRED ELEVATION OF EITHER NEW OR EXISTING MANHOLES. THE RINGS ARE SUBSIDIARY TO ITEMS FOR WHICH DIRECT PAYMENT IS MADE THE ADJUSTING RINGS SHALL BE HELD RIGIDLY TO THE FRAME AND TO EACH OTHER BY USE OF FOUR SET SCREWS IN THE BEARING LEG OF THE RING. ADJUSTING RINGS MAY BE USED TO A MAXIMUM HEIGHT OF I2 INCHES. THE CONTRACTOR SHALL INSPECT THE CONDITION AND VERIFY THE DIMENSIONS OF EXISTING MANHOLE PRIOR TO USING ADJUSTING RINGS. 2.-2" I TOP OF PRECAST CONCRETE TOP SECTION I _en SEAT FOR MANHOLE COVER 2-O%" 3 "MIN. SECTION THROUGH RING FOR MANHOLE COVER — TYPE ICI NON -TELESCOPIC TYPE (CAST IRON) 26 24% 1 24e — -- ~i 34" Min. DETAIL OF MANHOLE FRAME—TYPE II NON -TELESCOPIC TYPE (CAST IRON ) SECTION D -D PLAN 1 0 FED. ROAD DIV. NO. " STATE FED. AID PROJ.NO. SHEET NO. 7 NEBR. M-5509 (2) 6> 3 HALF PLAN OF COVER 3% "0 HOLES HALF PLAN OF UNDERSIDE OF COVER b s 4 END ELEVATION DETAIL OF TYPICAL STEP (STEPS AT 16" CTRS.) ( CAST IRON ) :1I HALF PLAN N V6 7" 3%" 3%2 4 7" SECTION A -A /6 DETAILS OF MANHOLE COVER (CAST IRON ) GENERAL NOTES TYPE I AND' II ASSEMBLIES NORMALLY USED IN PAVEMENT TYPE III ASSEMBLY IS NORMALLY USED OUTSIDE OF PAVEMENT FOR TYPE A COVER (STORM SEWER), USE DETAILS AS SHOWN FOR TYPE 8 COVER (SANITARY SEWER), OMIT V. 0 HOLES IN COVER WEIGHTS (CAST IRON) TYPE A COVER 225 POUNDS ' TYPE 8 COVER 230 POUNDS FRAME (TYPE I). ...260 POUNDS FLANGE (TYPE I) 95 POUNDS FRAME (TYPE 12) 260 POUNDS RING FOR COVER (TYPE HI). . 120 POUNDS SPECIAL. PLAN C r • vii ,a a q N tM j 8 MIN DIA REBARS. COAT TO PREVENT RUST 0 NI 21x2;<2." CONCRETE THRUST BLOCK _2,xax2 CONCRETE THRUST BLOCK 900 BEND 4 I=7AT ���4iAc=� R�— E-7 THRUST BLOCKING FIRE HYDRANT —MUELLER '{401 OR AMERICAN DARLING #13-62 B QUIX- FIX OR EQUIVALENT. ALTERNATE THRUST BLOCKING TEE J R• P?TY LINE ;=1PE HYDRANT—MUE.LLER it4-0i 0R AMERICAN DARLINa `B -42B C.J,IX FIX OR EQUIVALENT. rikE HYDRANT -MUELLER -4401 GR AMERICAN DARLING 't 6-(02E3 QUIX--FIX OR EQUIVALENT. C -URB Y h 0 <N1 L "• V 1 V - : . i a" -Cf x2 xZ CONCRETE THRUST BLOCK HYDRANT THRUST BLOCKING UJ (i - =U EQUIVALENT, D ' liI ,TC)P Vf\ L. V '-1INNE AI -'01_I`, STYLE CAP, i ,' )Ki; C2UNA'_ENT. I'I'I i< iiil'�iN(a /WA F NIAIN AN \ .) If'. )F2:7 HH'i:,K V ~ I-31.(A.K HYDRAN I `;TRAIGHT '>1= V TING, FIRE iYDR!\NT CLOSE /\NGLETTING, M-588 (2)‘21 - CITY OF HASTINGS ENGINEERING DEPT. SCALE: NONE DATE: CONTRACTOR DRN. BY APPRO. BY: COC/`IAI ni API nn FED. CIY. RC= NO STATE FED. CROA AID N0. SHEET NO 7 NEEIR. M-5508 (2)' 65 4 44 /0/ 29' 7'ee Frances C Hamilton (W. O. /87-285) Domes D. & Bonita M. Kind/g • (W. 0 /50 - 5/0) 7465 /2/77-ce c SEnd Nedye Row BUNGALOW 1Th 4i 4 46 Kenneth 47 Eugene Portenier Henry W. Opbroek et o/ (PRD 85 2357) 7,95 Beom 4's//al 48 (W D. /49 -680) ( - ) 49 W J 41 50 Craig A. Fidler et, ux. (S.C.W. D. 862343) (W D. 3/2 743 ) 5/ Corro// A. //,//d Beverly R. Powe// (WO 311-31) 111°' 52 t z `u 1 tti )08 46> P/ Lloyd V. (WD. 153-/38) 1 4' ti / ✓ / 2 • '53 W $ 6 De/ores A. • ADD. 54 4, x Levander W. D. i/83 - 439) O' M Jaden Manufacturing Co. (W.D. 7926/9) 55 (Dec 'd) Ilawaoasfa a (W D. /8/ 2/5) 1 150' 4- 50' I• SM Seer to N cv ti <' N P h b Q N- M en N h h —�J m tn M unC NN ed 7 m CO !0” Ater ii/le 4 ti x CN N N k T ft NaN ai N N /3 Stole 50' LO,e (.I") ARSra rime W`4rtwe (/0 j )119 Great Ploins Petroleum, Inc. (Spec/a/ W. D. 77-2982) 't r M v. 4. ✓, ly1 �L 1.1tCM 41 Not Applicable to this Project M-5508(2) er- / // /// 7////////////// ///// /////) //////, Jaden • ///////////////i /// ;////////////»lT//l Z/%%/%i f R/ fire Hydrant' 539.92' (to/o/) Q X f// PP Anchor Manufacturing Co. kte Q. C. 0.190- 49/ ) I z, '/// )/T7//////////7/// kC -- T 11:20' 20' SKEET N0. BUNGALOW John R. 6 Edna L. Keed/e Virgil L. Kennedy (Q.C. D. 3/0-534) 1 In N4 ri lij 'vtiNP1 Dona/d A. //�/ Yetman j (WO. /56-/75) / j ///i% 4 cil 3b c°hV 944 road M� ICC' / Dono/ E. Mercer/ (41.O. 8/-26/6 .) / CJIC 4 // ///At /80) Sails 839.92' (total) /////// �; //////////////// 7/ //// 1- atitt 300::II I.l:i::III / Jaden Manufacturing Co. (0.C. D. /90 - 49/) Motor Freight, /nc. (W D. /64 - 263) N 1. Ha ten K ERR 37 v to a t. Electric (W O. 304-501) 58 36, t rrr- + -b- + , + ADD. 35 H(2> Heating & Air Conditioning (WD. /91-677) 59 //////////////// 75' Svo &M r Lunt M to M rn ti O (.e h N a KERrR Robert L. Ly//ian /////(/////////////// /( C 1511 —*• I r t -1 t{ + r +t t + r r`` ++ 75' 60 8. Bauer /76 - /39) 50' Western 32 n: Land Roller Rea/ Company t /3 a 6 Wide Coat 144/4 (C.Q (W. C. DD. 30683/0/3) 962) ✓ tI m c NNA X 75' ■ :9 1 FED. ROAD DIV. NO. STATE FED. AID PROD. NO. SHEET NO. 7 NEBR. M-5508 (2) (a7 GRAMERS SUB 3 i 0 to m Western 3 i 4 Land Roller P'.?r'ly Company (W. (CQC.. D. 83/0/3) 13iQ 62 + I 't' t /5 Scale: /"--20' , ays.trie (3J <} NNp M m N M 5j"' 0 Y 0 111111111.11111111111111111■I:::1 300' t // Consolidated Motor freight, (WO. /64- 263) inc. to • No ti iiA / At: na r 4 + ti le °e1��1111111111111111111111111111®111®111111®111111111111®Illpi�'" 1 h t tl 433" t a T //77/////////777///////////////////////////////////////////////////////////X/ /2//////i "/////iii i / i / 478455 M. N -/98 6rrfe Ia/e6 41 Western Land Roller Rea/ty Company ( Q.C. D. 77 3/34 ) (C..Q. C. D. 8310/3) Q//6); ti ` �o o� N..3 k 1 rI SAY/. „carverLine , N(+!r tile (O") Gas Zinc (9' '1 I I 28' 7/A /✓ h I� Western Land I h Roller Reri i x Company (C.Q. C. D. 63/0/3)1 1(WD 126' 33) I ) /3: 1 3''GSs tme - Sm. Sae 6 CRAMER S 2 Mkfl 5- Western Lond Ro//er Inc- Company (Corp. 000 83/0/3) ' (_ ) U N 1. i0" LtiLr Liee t6as .. 63 () SUB. Mc INT kr RES N c • 444 r t 46 Viestern Lond Ro//er - Company (Cor . Q.C.D. 83/0/3) --W-Dr-120-13) THOMPSON ADD. t f astern Land Ro//er Company (W-0-149-428-121 (CQ.C.D. 83/0/3) t 4- 14 r 44' //9 Western Land Ro//er Company (o Corp) (WD./CG^) (C.Q.C.D 83/03) vj N M 1 +- I + a + + /O'er I 1 rtY_,zz3 155 if 4Wid9 Bric4 Sdewa/.E ,'02 5 £ave Sdewe/k Harold d S Sibbie Clark (W.D. /32-92) s \&•-•..Iti to 50' + + + r 1- y 620 n �ya3;'v IWester Western Land Ro//er 1 RCoompany Na-- Company 1 I 1 (W. D. 174 99) ( ) 'Corp. Q.C.D 83/0/3) 2 W/L KENS 2n1d. ADD. (Corp. 000 83/0/3) ti ti Robert M. A//en (W0. 84/966) (. J 66 60' J� ADD. Robert /W. Al/en m (WO 802930) C (3) CW D. (66) /2/D 62' er sc . 1' Arthur L. 6 Li/tion M. Akins (Deed of Cuardion 3/2- /22) 66 6 X200 70' FED. ROAD ON. NQ STATE FED. AID VRO4 NO. SNEET NQ / 7 NEBR. M-5508(2) 6 g 97.05 Western Land Ro//er astaay Compony(o Corp.) ( ) (0.0.0 0. 83/0/3) 27 t ti Western Land Roller Company (Corp 0.0.0483/0/3) MA r r } r + 50' r + + + ti + /24 Robert M. A//en (WO 306 -882) 3 QU/S + 4- -4-- 50 \ _,, 50'\ �2541 Robert M. A//en (Corp. W D. /77 -305) A 2 4- f m /26 } CN ( W. 9 Robert M. A//en ( .PRD. 822840) h Scale. /":20' GasLrm.(9") Sae..S&' xer Lime 46rr Lire (5) r + 35' C'41 If 1/35 Robert M. Allen (W. D. /7/ -227) 1 and . (0(0 306-625) I `I B/NDERUPI,S /si: ADD. •YANGA;0 SLY( 0 A FEa ROAD DIV. NSTATE O. FED. 4.14 PRO4. NO. SHEET NCI 1INDERUP5 Eve/yn O'Connor (C.D. 842725) 4 3 1 4 (-) A k' \t tik te , k 0 69 Na‘ k , C kJJ t \ f 1. 1. • ,• 4- t <) c) 3. 1, Fted-Alt-Nerawalter Larry R. & (Decd) Judy K Rader 07* ifyireresir-fro-Pansy (WD. 78-0456) Aetwennaltenn Mietest=to=afe4en O'Connor) ' 40' _fees Lias lift=offl &adder /A•Y End 2 (70) 836 Larry R. 6 Judy K Roder (W D. 78-0456) o' ADD. obert 3 11Zb Al/en 32/- 903) EN JAMIN 2 //S E 8, Inc. (Corp. W D.304-40 ) 1.4 • 28,9' -' -I. 128 1/39 Robert M (WO. 306 BINDER /15' +- 38,5' + 4 4 4-113 c /29 Robert M. A//en (WO. /7/ -429) Al/en 625) upJ 6 40 -1 4- Ist 00 rfl 57 4 1- 7 4. KE 4 -t 4- 57 4- , Inc. (W D. /68 - 607) 8 ADD. • j k J ADD, Robert M Al/en (CD. 84/983) Ethel Sliein (W D. /68-297) ie I kk 4 4 74.5' -t 4- q30 2 4 -r- -I- B, Inc. (W D. /68- 607) 0/ E TRICH 4- 1 le y 20' Charles E Comic° et of '&4 1(Agreement Deed 86-2201 \ ; 414., t. \it /8 MOORES 7'0.3 1011 77-ee 3 • • • Le/and D. & Dorothy A. Von Der Werff (WO. 320- 753) 4 • 7/' N j `", • .. 4', , 8 "Mier NM • '4/er Mififi r ADD K E B, Inc. ( W O. 3/5 -233) / 19 MOORES ADD. j 4 rt- ji 7 NEBR. \), M-5508(2) KERBS SUB. of CASL/N 5 Aelyfrorn=616eist CPPS.=/85=41z734 Ainemshat=rfro—Bui fjobert D. Maui / Joan L. Thout (s140. 8/1/66) (Aliso. 306-233) Scale 7-6) ///z, 50' Ni4 Itt t.4 n oiz .44 5"6.6es ifae , I0.1444 Lae / TAYLORS SUB, /1 / 25 Viola G. (.0. /38- /C.57 IIPTANOA•1011lUt. APO0,2%76 4 71/3/3.7 6 a KERR S e ti k ron=0 6 (WO. 185 473) Etwelierswmat Robert D. Thaut 6 SJoan L. Thant 8j/(14.6 /� £W) ,50' SUB of GASL/N Q5 4 4 cqcQ A y' Robert D. & ,;Joon L. Thou/ ' 3 c-•,(SWD. 79-20/7) Stephen E & G/adys Wi//ey (Corp. WD. /85- 9/) iive� C. / (Certificate / " `4, ,' ` �� 35' //) m a/ey 20 3'"6as LlR•-,` ifl er Lx -17 A 4 MOPE' EDGE 1 k X c179) /me ADD. Curtis H. Smith (WD. /70-537) /25 N N H 1 M 03 MOORES ADD. / // i (✓{D. /63-/47) Seaton Publishing Company (81(1 80' /////////ilii/ NO /5' Viola G Keast (WO / 8-463) 32) 1 4 ti M /0' 25' 25' 25' / / / V T,' / � o//iey (WD. /67-435) Ge •rge R Mur ay (W.-7) 2 5 TA 3 YLORS / /33 ; �4 / w b 2 �UB / /0 PLa la 1 h„.9 ^ 1 / Thomas LIB Sharon J. .. 1 r Lauretz and / UM f Joan R. & Sharon R. c�, / 4 tSmutney , V 1 n x � ( Executors Deed i / 77-7/) I r • ,///////// /OP. \ (W D. / Myron C. Kent . /76 ( W.D. /69-637) to J93 Aja Present owner by Agreement Robert B. Kent 8 Betty L. Kent (Misc. 3/6 - 55.9) MOORES ADD ti .3'6ss Line , p U' — Line 25' 25' 7////Ti'//// / Anne 8. Anderson (Life Estate, then to ern C. Anderson) /N (Deed 3/1-38) 9 /0 L YMAN ADD. so. DPI. RO:J AD. STFTE FED. PRD.J. N4 NO. SnEET NO. 7 RE9R. M-5508 (2) 70 /8 N Scale: / "= 20' Seaton Publishing Company (W (WD. /63-/47) MOORES T // / Seaton Publishing / Company ( O /68/9 ) 80'%////i///lk 3'1esLbr 45' , 20 /////////////// 1///)///////zL//// ADD. /0 Seaton Publishing Company (WO. /37 - 43/1 15' co c o, N ML 0 ti 10 NblirLae , N 5 5' 25' /1 Anne B. A (Life Estate, to Vern C. Ai (Deed 3// LYMAN /2 iderson then Berson) - 38) l/ern C. 'Anderson et /11 J rustees Dee 852650 ) (WD. / -/5/j LAHRS 400 ADD. tAi 5 5 . 4 0. W C/ tire, /nc. ( WO 3/2-6831 ESTHER, :t 3 D. 2 W. Clarke, 5 /nc. ( WO. /67 -49/1 ADD. _ L L t ti 3 "Gar Line /O i,atri/ne Scale : /_ 20' IiEw R,J Pi: AL. SrtiET CRY NCI l INEBR. PIA -55C Sic) IPTwu O/.POtIY[. OMAHA 03 s7s '7/>/.?3