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HomeMy WebLinkAboutM-5508(2)INDEX OF St -t "ETS " 2:;':-2S2 2A--_'3 - 12 - - 47 TIP :CAL :?: S: s: �z -5 Sheet 2-S/ © Sheet Z--SZC2_ sins. 2'S1 sA?S _R.-.'_ :C :':(. -_.ANS GZ.:IY:=TR:::s ANL, C.:FADES NS SIS=. J•) :7".. :NA'.-- . SH7'S. 33,34,35 < 36 SHT S. 41 < 44 48 --- A:\:S RZ Shee/ 49 :SS CONVENTIONAL SIGNS FENCE L NE GuARG PAIL TRAVELED WAY DIKE CULVERTS RAILROAD RIGHT POWER POLE TELEPHONE or MARSH HEDGE TREES ,r *AY TELEGRAPH POLE 1.1.%X A/AA AIX • • air.. 44i. ..dfr 0 0 0 0 0 0 ROW LEGEND •M It C'. NST RUCTION P:+Ev ,,. r ,w N w R ', * PERv ANE 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 %GESS TAXING PERMANENT EASEMENT EXCEPT CHANNEL EXISTING RAILROAD EASEMENT NEW RAIL RCA() PERMANENT EASEMENT NEW RAILROAD TEMPORARY EASEMENT HASTI NGS :•<�I A'_. ic,.. "lee E , 1-- • - r [71, ........ U1111 1111111.3 L h r ll•.•gi S "He St ')tn S Re 55%4 n h 'm>5: 9th S C C a GRADING BY PAVEMENT BY CULVERTS BY ELECTRICAL BY PREPARED BY APPROVED BY q:h S r ---T. I I. I 4. p,: 5508 ZI .( Re 5504 Rd 5504 A S' Sta. 52 t 75.3 Begin Project No. M-5508(2) Begin Construction REFEREE POST N° TO REFERE:NCE•POST N° EXCEPTIONS ,r cr 4 l 3 R.: 5-'44 k ; l \::e Y (— I F ROM STA 10 STA TOTAL LENGTH OF EXCEPTIONS FEET Rd 15500 TOTAL NE T LENGTH OF PROJECT 3566.7 FEET 0.676 MILES A A: St 1; — GEROLO I' C. STROBEL E 1048 • HI AS BUILT PLANS WERNER WERNER WERNER WERNER A.F_.II H 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 SHEE T N2 M - 5508 (2) b. CONTROL N° 40497A • CONTROL N° I■ CONTROL N2 Ri /4 Jan. 87 CO z 9 April 87 5 23 June 87 GS ; S"ANSARD SPECH 'CATIONS FOR 3%, AS APPROV` BT THE FEDERAL 16. 21: .? S C- / -^-,N9 -HE S-EC.A _ PROVISIONS i QCT CONSISTS OF GROUPS NCLUDED 1986 8660 907 3 c 0/0 O O LRE NCLUDED E %C_\,DED 13 000 1355 U S DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED For DIVISION ADMINISTRATOR DATE eva.`..sr•r 6!7i a. R.O.W. Natural Ground TYPICAL CROSS - SECT/ON OF IMPROVEMENT Lateral Obstruction Clearance 6,-0" a 1-0" 4, 0" 41 0" ... Max: : Varies AA: 3% Slope 3% Slope , 7Conc. Sidewalk >1. Shoulder Construction 13`_0' 6" Subgrade Preparation Fill Section Latera Obs-tr-ee# ee- -G-eoreRce 35' -0" Varies 14'- 26 " 0" Natural R3 LATERA L OBSTRUCTION CLEARANCE 41 0 Varies Conc. SidewalkSlo e Ground/ 3% Slope ! vanes - h Shoulder Construction -efore' -Obstr-�ue-t4en- -Glee re-Aea- R.O.W. Natural Ground .3-0 } LATERAL OBSTRUCTION CLEARANCE VARIES 5'-9 3/4" Conc. Sidewalk • 4 -0 -Slope ,3%Slops 34- 3 3/4' :,one. Pavement 12'- 4 3/4" Varies egre Curb I'-2 V2" Varves 002/ft , Q_ Street A. 52'1(8" Conc. Pavement w/integrai Curb i2'-0" c. Profile Grade 35-0" Varies 261-0" 14'-0" 0.02'/ft. Existing ', Pavement Rertove THROUGH HIGHWAY STA. 52t 88- STA. 68+45 Street it Imprinted Concrete Median Surfacing 4- 4 i/2'' -- w4'4 1/2" .. Max. Vanes 006'/ft 0.06%ft ^--_-_--;_-_:7 v �,_—,ti • 6" Subgrade Preparation 34-3 3/4 12'-0 6" integral Curb Shoulder _ Construction 4" Foundation Course (Regular) { 6" Subgrade Preparation 002,/ft `Longitudna! Joint 34-3 3/4" 8" Cone Pavement 1 1' - 2 1/2" Varies 0.02'/ft. Lateral Obstruction Clearance 61-0" 1 41-0" 4-0 I' 0"1Max. Vanes. 3°/ Slope j c5 ose_T-es L 3' 0" 4" Foundation Course (Regular) 12' -4 3/4" Varies ROW Natural Ground Ste68t45 . Conc. Sidewalk Snoulder Construction Cut Section U -Latera LATERAL Ciia`.ra .on n_I 08STRUCTION CLEARANCE ' 6to' 6'-0' Janes Conc. Sidewalk 6" Integral Curb„ 3%Slope (Max I THROUGH HIGHWAY STA. 68+45 — STA. 70 } 65 I Street 5 0 -5-62 0.01'/f t. 56'8" V - -5-74c-8" Conc. Pavement w/ ntegrai Curb r 5." . "-erg__ Profile Grade /� 001'/ft 4" Foundation Course (Regular) THROUGH HIGHWAY STA. 70+65 — STA. 88+42 -28 -6'1- 28'-0 0.02%ft Longitudinal Joint -0 LATERAL OBSTRUCTION CLEARANCE R .0 +w. Natural Ground Shoulder Construct en 4 atere ©bstruet en-- ieer enec VARIES '\- . —.- Integral Curb -T - 9 3/4" Cone. Sidewalk i 3%0 Slope (Max.) Lc.Igitudinal Joint 431-0 �.. ROW -- Natural Ground I r NOTE, itis° refer to Standard Plcin Numbers 30: -R3, 303, En 331 -R I Shoulder Construct:on South Propertj Line Sta. 70t 65 4' ED ROAD Da Rf� 7 PRO-. Lc SHKE' Al- 5508 (2) 2-T, 23 June 87 $ a Sia/e /"=10' 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 DIAMETER: '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 DIAMETER '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 State int_uding drivewys which will receiv- Concrete pave:ne Eaankve:=- ing roads, , temporary roars ap..f drivec:ays „,•_c.. --- receive Flex__. paveaen: Embankment of which :.ili surface- L.:bankment of dr ways not to ba....r. arc i QUANTITY UNIT 0.000 1.000 ©.000 11.000 ACRE: • LUMPSUM EACH 0.000 "moo-- . EACH 0.00o -1=-040-. EACH 0.000 1.000 . EACH 1.000 ' EACH 9.000 1.000• EACH 0.00'0 4.000 EACH e.000 1.000 • EACH 1.000 . EACH 5858.000, 0.000 00.000 187./9 ¶7625.000 g227.3No a897V.• 79 20120.000 2.992.600 3575.000 ata. 000 SOC. 00 CIAS0 (See S;:at__._,._._.... _-• Silt -Clay Up. .._ 31 CU YD M GAL. Si? YD SO YD SQ FT LIN FT CU YD PERCENT -'3 DENSITYZ.;:.. A: .._stns gr_a_- 95 >i: ero' p :hs 3' i00 :lin. 100 A: ce;;:hs area- 95 '1t... er t...... .._... cast... 95 100 :4i... Subgrade Prerer•.)tion,_ S i.;.- (Concrete Pavemen:) Subgrade Prr27ar?1:i;. (Flexible Pavo:ecc' Foundation Course (Re9,abr ) Silt -Ci s. :de 100 ... . . ... . . . . . . . . . . /00 Mlin ** Moisture as necessary to ootain dense:•. Class * * x* * x x x x y x :.• C;• (Sec S;:xifir.._ior. 0; t.. (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 SIGNS 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 FGA" .'QAT,O,A COURSE (REGULAR) • COmS NATION GopiCRare Gu gee attnER /.nc 977NE. Lei /97-4.-.2.-17. /.+r men: • 5'ugo,e/94 e Conic -an' 3,R ,Rttrk. C.ua a AkoDiGicro No& P,9RT/c /6977w, 395. s'po ;77.75 (R R3 QUANTITY /8,39 500 UNIT SQ YD `��f23, cno 5660.000 BARRDAY 89a.760 1092. 00 q/ 6..3" 9o0 01076.000 SQFTDAY f2a 3 now SQ FT f 000 SQFTDAY 90/.760 1012.000 SQ Fi /', co o Sc_000' DAY 1.000 • EACH 1.000. 5SI/� a 531.0 0 903 3 :la - 20433.000 776. 0 456.000 ."?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 SQ FT SQ FT SQ YD /.5-/3/0 76.000 11. 9O. 000 "1 737 SSR/' -CXX) 250 3. 00 C016.°93. X630: OOp 742 43.0o.b a03.000 kiN. pr CA2:// / . e>O0 Et,/ a 77• /O0 ),/N Fr EACH TON M GAL STA SO YL) TON =/JSTs.(•s.. AT/o N of %k/7v9n)ENr 5/644S 9S. SOO NON PAfric,P,Y,e✓/ ,QE/noU & of PE,2/YMAJE. /T S/6/✓.S 9ssoo so. Fr. 54, Fr. CULVERT ITEMS GROUP 4 ITEM • CURB STOP AND BOX , WET TAP CUT -IN f' COPPER WATER SERVICE 1/2' COPPER WATER SERVICE • 2" COPPER WATER SERVICE ' METER PIT - COMPLETE MgrAR fir - ComPAAre- LAST IRON FITTINGS, M.J. REc.sao 4' WATER MAIN PIPE • 6" WATER MAIN PIPE • 10' WATER MAIN 4' GATE VALVE, • 6' GATE VALVE, ?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 INLETS ` CAST IRON COVERS & FRAMES ' CAST IRON COVERS, FRAMES & FLANGES MANHOLE NO. IR No. / MANHOLE: ' NO. :R No, 2. MANHOLE NU. ?R No. 3 MANHOLE NO, AlR No.%i MANHOLE NO R NO. 5 MANHOLE NO. 6R ' No. MANHOLE: NO. 33 MANHOLE NO. 33A MANHOLE NO. 3f• MANHOLE.. NO. 37t MANHOLE NO. 4 is R Nor Aia MANHOLE Ni;. 4• MANHOLE. MANHOLE NO. 44 MANHOLE NO. 4; MANHOLE Na 46A M-5508(2) Ri /4 Jan. 67 ® 23 June 87 QUANTITY UNIT 69 • Coo /6. 0 0 0 II .000 2605.7c-0 .vw 7. oco 23.000 256.600 2Rt-68e /.00a 3.000 EACH 0. 000 .EAG// EACH EACH LIN FT LIN FT LIN FT 230.800 111.0 LB LIN FT 29.5:95o 0- 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 5'-8(i8 16.coo 12.000 /7. coo 9.000 //. 000 o . oop 1.0 0 5/y. 000 54.000 . 00 0 16.000 EACH _-}00. 30 70, ono 2750.000 LB j_: i55.000 12155.000 LA 1.000. EACH 0.000 Efici/ 1.000. EACH 0..000 EACH 1.000• EACH 0.000 EAcy 1.000. EACH o.ocn -EACH 1.000. EACH 0.000 EAcy 1.000• EACH o .oro EACH 1.000. EACH 1.000 . EACH 1.000 . EACH 1.000. EACH i.000 :_EACH 0.000 Eget' 1.000, EACH 0.000 1.000 EACH 1.000. EACH 1.000• EACH /. 000 EAC N OC V,4TsthT O. 40,.')9 TYPES OF ASPHALTIC OIL TO BE USED T'A('K COATss•i.ss-lh, CSS -1 OR CSS -111 GRADE OF ASPHALT CEMENT TO BE USED 8z• Ind ['EN. GRADE AASHTO DESIGNATION M 2u amended co pr vide th.1: vncosttV snail not be less than 8011 Poises at 140" F. • OK AC. I0 vis. GRADE• AASFFTo DESIGNATION .M 22o 6 CULVERT ITEMS GROUP 4 ITEM • CURB STOP AND BOX , WET TAP CUT -IN f' COPPER WATER SERVICE 1/2' COPPER WATER SERVICE • 2" COPPER WATER SERVICE ' METER PIT - COMPLETE MgrAR fir - ComPAAre- LAST IRON FITTINGS, M.J. REc.sao 4' WATER MAIN PIPE • 6" WATER MAIN PIPE • 10' WATER MAIN 4' GATE VALVE, • 6' GATE VALVE, ?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 INLETS ` CAST IRON COVERS & FRAMES ' CAST IRON COVERS, FRAMES & FLANGES MANHOLE NO. IR No. / MANHOLE: ' NO. :R No, 2. MANHOLE NU. ?R No. 3 MANHOLE NO, AlR No.%i MANHOLE NO R NO. 5 MANHOLE NO. 6R ' No. MANHOLE: NO. 33 MANHOLE NO. 33A MANHOLE NO. 3f• MANHOLE.. NO. 37t MANHOLE NO. 4 is R Nor Aia MANHOLE Ni;. 4• MANHOLE. MANHOLE NO. 44 MANHOLE NO. 4; MANHOLE Na 46A M-5508(2) Ri /4 Jan. 67 ® 23 June 87 QUANTITY UNIT 69 • Coo /6. 0 0 0 II .000 2605.7c-0 .vw 7. oco 23.000 256.600 2Rt-68e /.00a 3.000 EACH 0. 000 .EAG// EACH EACH LIN FT LIN FT LIN FT 230.800 111.0 LB LIN FT 29.5:95o 0- 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 5'-8(i8 16.coo 12.000 /7. coo 9.000 //. 000 o . oop 1.0 0 5/y. 000 54.000 . 00 0 16.000 EACH _-}00. 30 70, ono 2750.000 LB j_: i55.000 12155.000 LA 1.000. EACH 0.000 Efici/ 1.000. EACH 0..000 EACH 1.000• EACH 0.000 EAcy 1.000. EACH o.ocn -EACH 1.000. EACH 0.000 EAcy 1.000• EACH o .oro EACH 1.000. EACH 1.000 . EACH 1.000 . EACH 1.000. EACH i.000 :_EACH 0.000 Eget' 1.000, EACH 0.000 1.000 EACH 1.000. EACH 1.000• EACH /. 000 EAC N OC V,4TsthT O. 40,.')9 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 Folk PIPs CULVERT PLUGS r 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 4. EACH 1.000 EACH 1.000 • EACH Pel%8m 131^ 000 4572/6,000 5466.000 3 / I . 000 347.000' 62.844/ 67.610 4639. 000 J J x„. V VV 2.533. aoo 2641.000 81a•000 097.000 12.000 60.000 2O. 800 177.000 7'0e /305 900 006.000 -5 !-sae6o 49i,30,2 2,30.000 /66/.000 1657.000 4.000 /.2.70 .aoo 6" s+3A7L-R/f✓AiM &PE REolsap , Duo•ri'e IRON los G1ATE,C MA/t1 PIPE REuIsED *Duct ILE. let% • U.3A7Z2 5Eieu icE ,cj NE Bo.ein/ ' /9.0,1e7-- 1N,cST ; o ‘.PADE STA. 74'19/ ,r To ‘RAOE S7/9. 8St9e ,2r REinlAo,eci,✓c S'76E.C. Foo' Co,c,C/J,E'.5 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 263.Sco __<.N,_FT 115.Soo 4.44. Fr 90.000 sAcif / EAc.N (75,000 /13-5 1 SUMMARY OF QUANTITIES 1 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'& -Is 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 COMB/NAT/ON MAST ARM -SIGNAL AND Lic,HT/N6 Po).G , 7 M te C/S- /2 • STA r ..0 W7/•'L um /7- S4-4-9o-6-0.2SR 0 29 Apr,/ 87 QUANTITY UNIT /r. 000 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 I .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 137s.soo 1167.000 LIN FT 173S.So0 1026 000 LIN FT 567.500 620W•oo0 33/2.500 3616.000 1 oSB •Soo 902.000 37.0,00 RL 507.000 // 35.000 930. Doo 000 716. 6083. Soo 5774.000 1382✓ 000 11500.000 RE&ocgrE CoMB/NAT/oN MASY ARM 516/v/91. ANO A16NriAJ Po�EI CMP- /o-/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 0. 000 1.000 EACH /.000 SACS 3. coo EAc y o . occ> EAc DEPARTMENT OI ROADS *TATE OF NEBRASKA IM *.6* M-5508(2) /_. 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'& -Is 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 COMB/NAT/ON MAST ARM -SIGNAL AND Lic,HT/N6 Po).G , 7 M te C/S- /2 • STA r ..0 W7/•'L um /7- S4-4-9o-6-0.2SR 0 29 Apr,/ 87 QUANTITY UNIT /r. 000 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 I .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 137s.soo 1167.000 LIN FT 173S.So0 1026 000 LIN FT 567.500 620W•oo0 33/2.500 3616.000 1 oSB •Soo 902.000 37.0,00 RL 507.000 // 35.000 930. Doo 000 716. 6083. Soo 5774.000 1382✓ 000 11500.000 RE&ocgrE CoMB/NAT/oN MASY ARM 516/v/91. ANO A16NriAJ Po�EI CMP- /o-/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 0. 000 1.000 EACH /.000 SACS 3. coo EAc y o . 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 =50' «AZ.Q.ra:;„6.•=1, 71. „Af.:,,,ez,ri:ith 'vr?` uz....z.s,igs..ARAMizseussm48¢:sso.:nx::::emamo tr,c‘yk;t(k, oggir,,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 ONLY RI1-3 W20- IA W20 -3A vV20 -2A WI -7 M4 -10L M4- IOR DETOUR M4 -9R DETOUR M4 -9L [DETOUR] l 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 REQUIRE D QUANTITY DETOUR SIGNING PLANS SUMMARY OF MINIMUM REQUIRED QUANTITIES PHASE II REQUI RED QUANTITY 8 10 1400' - I 5 I Block - 5 2 1 2 3 2 3 5 3 3 3 14 8 6 2 R1-1 RI -3 NO PARKING R7-16 (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 I 12" x 6" 4 12" x 18" 16 10 24" x 24" I 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 CCNSTRUCiCN AHEAD r rEn DETOUR 4/• NO PARKING NO PARKING 3, Type .17 8.,Barr/codfs w/ Type A 1/.91/2/s, Z ROAD CLOSED LOCAL TRAFFIC ONLY NO PA`t,'.1,'ih •--2 Type EC, 8 !arncades w/ Type f. 'Lights 2 ea. ROAD CLOSED BLOCK AHEAD LOCAL TRAFFIC CNLY H ‘'Ara - •• ,9 DETOUR SIGNING PHASE SHEET DETOUR .i 5- -g NO [r,tK NG --------------- I'. NO DETOUR NO PARKING I + PARKING 2, Type i//, 8'„Barr/cadets' w/ Type A li9h/s, Pea. ROAD CLOSED TO THRU TRAFFIC NO PARK: 299 .Pree- /rr i DETOUR NO PARKING DETOUR 5• ng NO PARK:NG A 2) Type LS 8 Barricades w/Type A Lights, 2 ea. ROAD CLOSED I BLOCK AHEAD LOCAL TRAFFIC ONLY Type 111 8' 80r7it'ades w/Tpoe AZiyhIS, Zea. ROAD CLOSED TO THRU TRAFFIC NO i>APK'NG 7 MSS08.4 2-,vz IOmit Existing Stop Sign I DETOUR I i . ev'.i:ng NO PARKING NO PARKING NO PARKING Omit Existing Stop Sign _2, Type IIT 8' Ba/r/oades w/ Type A Liy/i/s, Pea. ROAD CLOSED TO • THRU TRAFFIC NO PARKING 2, Type,III 8' Barricades w/ Type A Lights,2 eo. ROAD CLOSED —1 I BLOCK AHEAD I LOCAL TRAFFIC ONLY NO PARKING I:lagged 2, %yoe III 8' Barricades w/ Type A Ligh fs, Zea. ROAD CLOSED TO THRU TRAFFIC Scale' J '' la0 Ex i ti g NO PARKING 2, Type III 8' Barricades w/Type A Lights,2 ea. J L em RDAD CC`iSTR'„CT lON AHEAD F �- J DETOUR SIGNING PHASE DETOUR j DETOUR _e_ 30CT DETOUR Hl Omit Existing�; Stop S'c DETOUR Om + E'dst:ngl Stop Sign 300 ' 3 Type 2Z7 8' Barricades w/ Type A ((Ors, 2 ea. ROAD CLOSED TO THRU TRAFFIC 1 ;RK \G N NO PARKING s " 4 r NO PARKING NO PARKING 4, Type _ E LightsA8' Barric, 2 ades ROAD CLOSED TO. THRU TRAFFIC gcla' DETOUR is 'ARK NG jrd J/ree,' /, Type 23' 8 Barricades w/ Tijoe A L/yhis ,tea ROAD CLOSED I BLOCK AHEAD LOCAL TRAFFIC ONLY ROAD CLOSED i BLC.;K AHEAD LOCAL T " .FFIC ONLy Type B /iqh/ ROAD CLOSED AHEAD '2ND ST 0 Oi 1, Type T1J 8' ,Barricades w/ 'pe A2iyhfs,2ea. DETOUR Ilk „a•s'`IC I'APKING cx.,.s..n5 DETOUR l Ex'shna NO PARKSNG wagged .._ 2 \I"' DE D O U R 0 m 7 M55 8(2) 2-N4_ 1.4 ivee Post on traffic signal arm in turning lane 2 ND ST DETOUR NO PARKING c.xIst..nc) NO PARKING I, Type III 8' Barricades —.4/Type A _,ghts, 2 ea ROAD CLOSED I - ! BLOCK AHEAD • LOCAL TRAFFIC ONLY 2»d Skeet 5, Type a8'Barr/caries w/ Type 42L'ghfs, ?ea (ARens firk,✓,, i_o� ...... 3, Type lI 8' Barricades w/Type A Lignts, 2ea. ROAD CLOSED TO THRU TRAFFIC NO PARKING DETOUR 3, Type C. 8' Barricades /'Type " Lights ,2 ea.A ROAD CLOSED TO. THRU TRAFFIC i 3 t_*. I, Type I// 8' Barricade w/ Type A Liq»/s, Zee. (Alley) 4, Type DI 8' Barricades w/Type A Lights, 2 ec ROAD CLOSED TO THRU TRAFFIC j /, rpe m 8 ' Barrieades w/ Type A bpi's, /ea. — ROAD CLOSED I BLOCK AHEAD LOCAL TRAFFIC ONLY ser NO PARKING NO °� rARKING DETOUR 3, Type II 8' Barricades w/Type A Lights, 2 ea.\ ROAD CLOSED TO THRU TRAFFIC _ILt \ NO PARKING r NO 1 PARKING /11. f rli, A NO RIGHT TURN `:egged 2, Type III 81 Barricades w/Type A Lights,2 ea. • (alley) c N • w Flagged 2r��STI DETOUR 7 raete RIGHT Foggea 2N-srJ DETOUR 2 J0 Sl T Bi DETOUR 0) I--- - - 41 Post on traffic signal arrn in turning one SC(7/-'- LEFT!KEEP 1NO TURN - 2 NO CT 2. Type I[I 8' Barricades w/Type A Lights, 2 ea. (Alley) ROAD CLOSED TO THRU TRAFFIC 3, Type Il 8' Bar :codes w/Type A Ughts. 2 ea. /g/ S/reef 1. Type DI 8' Barricades Type A Li9h/s, Zea. ROAD CLOSED !BLOCK AHEAD LOCAL TRAFFIC ONLY 3, Type 277 8'Barricades w/ Type A L 9h/s 2ea. ROAD CLOSED TO THRU TRAFFIC 0 a M Flagged DETOUR S T i I DET.'1 I I 2,T pe i 8' Barricades w/Type A Lights,2 ea in. turn,ng lane. /. Type 111 8 ' Barrica /es w/ Tpe A /'g1/2/s, tea ROAD CLOSED TO. THRU TRAFFIC D-1,70 S T --- DETOUR 0 0 m NO LEFT TURN 2ND ST KEEP LEFT Type w _t_ NO LEFT TURN 2 r+D ST I ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED AHEAD 2 ND ST KEEP LEFT z —a 0 o 14L.! 06 z z LLI 10w 0. tri Sec. I I,7 N., K. /0 W. The location of o// aerial and underground utility facilities may not be indicated fri these plans. Underground utilities whether indicated or not will be located and flagged by the Utilities at the request of the Contractor No excavation will be permitted 7/7 the area of underground utility facilities until al/ such facilities have been located and identified to the satisfaction of ail parties. The excavation must be accomp/ished with extreme core in order to avoid any possibility of damage to the utility facility. • a _t e 11‘.1 II II 1_ • girl MP' I iranle2;111 • ''''',111111111=1,11•111 L it 'The Contractor will be required to furnish waste. areas for excess excavation on this project. The Contractor will not be required to furnish Borrow on this project The Contractor may obtain shoulder material from excess excavation. I ' PI =571,9.504E5 Elec/H:15.4C IZCH/00' I I I I I I I I I I I MI I II 1 I I li\e • El 8$ I .5rk 4'I06 floice„teirr 57:9. 5,421- 35 tic to- 41.6-th /736. ,Rr 40 ---;40.604e17%: 35 30 25 -0 4544 fey .= l905 -21 50 Sta. 52f 88.3 W 2nd Std Begin 8" Cone. Pavement r--- Sta. 52'753 14!: 2nd St &d½7 Project A4-5508 (2) N 0 c) KNSI m. ' •'• - NO; 'Cl ki; Id m. m I Itcc L‘N • m te 'e \:1 N M 1 A --ditLMINNI•atPm.- MIL L SE Cor House Center MH Lid NE Cor Planter Dutton Lainson Bldg 11 11.• a I I el I F211.1:41 1 Mar a gl. CO° 03 gt. SE Bldg Cor NE. Cor OL/Trow A/A/SON 131:19. 111111111111111 F. (1) CC1 N,7 Bldg Cor RR Spike ki VF -"Ftat— _ii•oriparratra LLa, atilt inzuror ,m% / 54#o0 ckv= 34.77, • vc.--loo' — -4 fr IM IA AL 1.0.. goLT CoueR &LE 8gSL 4.32..",er .a511. 4-714. 62- vlM r 1.'I - —I 1 I 1 I _ 1 i . i i 1 O.55l. % =mom 4' C') c(‘Yel 0 to )M11111•111111. QI / (bisft tas as, a, U. • 7 M - Slag 721 3 Sec. /0, 7:r I A /. K. /0 W. 03 L =5.fai 58* 75 flev H55./0 vci'. 100 //// 111111111111M111. cp 7 caRAIE €31 pift!L p.p. CoRnlEg of 814-04 t4.1.3• teRNER C;; gto • NA/I, jpJ Re. Excavation = 5858 Cu Yds. Embankment = 0 Waste = 5858 Cu. Yds. Scale. la= SO' am* s hop. Baltimori- ScaVe: l"=_501 Horz etici 221d Elev. /"'5' /ert. P • Siza- 6!Z M effi 4I 3A I sn... Rosr SrA. 60i 4151 &al= 34.10 Ile 6 ' ,fr Ehav, /935.34i Ize.= roc' \ 5 +O. Z85 40 35 30 85 ors tn PC% INN r11" FCC 1)--• cci cc\ m ("1 izO o vs ove Dti 5/ 52 53 54 55 56 57 58 59 (00 61 q..) tel'N tel tel 62 •4:1 0- c\i 1-: VI efi o-; Ni en N. 14. E3 Dr) 64 PLATE PL4N•PROFILE aPa STANDARD E uGE NE; D;i: TZGUN 4 0 0 Y w w 2 S V V Z < z a > 0 3 , 06 0 rc NOTE BOOK 0 z NOTE BOOK 0 z Sec. /Z, r. 7 M., R. ro Pt/ S.W. CcfNE2 84-06. ee/cc ca,usL oa 84.06. 57A. G6a-62 ',er ear o.. 6AS SYA. 6 -/to? •Y/' RT 2 X1//1///2l V /__ ///L//// i Ei ,� /&"/ 77772 /_ - *7/ _ I/7 . _ _ .. - - ///)///77 -, NAIL in) 4561. PtIVE STA.727o4i 97'47- N 1 2- 7'tr Nm'.- i N AS PI/. pmt i-rA. 701-12. 58 ' RT eo.T. 5.W . Co24J64 o f NAK. /Id j9sP/4 ,42tLor 5TA• 72t9't ss tier HCl SE Bid; Sign os SW Bido Sec. If, r. vv., R 10 w Cor 7 M-.53:08 X21 9- Pr 5E Cornea. 11 aro& S.W Corner a/26 ceursk of /.•.).Bost ATBAS‘ of S/6n/ ,ojr Sca/e : 11.501 emits- STA. PST STA. 72to 5/ 79',<.r Cek/66s 41E.) NEXT Tc V/ f i Pe. ,.Ed. 1937.75 0/11 #10 RR _,pike in PP. NE Cot N Dliyys dnrl PC5 E/ev. /938.73 PL:=57`'7/7L'5 Frey = 3780 VC: =CIO' 3M _Bin 4 5$ 54 . 73+60 3Y ter N.rU: .19.0.1.7" r0o‘2 1G11r PoX� LCeu, .1 93T 66 1/ Too af'yellow base of Doub./e L ght.P. approx. I/O E. £ N. Saunders and 2.111 aid 30'RighL IN E. at Ere, = 193Z.G2 RASE 54g.95+50 ley. =: Z� yc.=roci 40 35 30 25 Neon Flex =19/0 (o4 65 66 /07 68 69 70 71 72 73 7¢ 75 7(0 77 78 PLATE I PLAN•PROFILE 6 P R STANDARD EUGENE DIETZGEN CO. O O Z zo NOTE BOOK O z Sec. /Z, T 7 N, R. /a W. 3/8" Reber S // Bldg Cor / B/rig (or No /in LP P/. 00 °001 Rf. m ! ✓ i ✓ I. I / /; f//7/ZIZZ////1/.. _ ..2/.2/ 5. E. C640QEe of poRc.sl /T/7/////////7////%7/// ,7/777// 7 / / r A P.._• 1r4 S. W 84-06 CO.eAie,e. Is BLDG. Co,eNEiC. 5. E• Bohr / N BASE orS/bnl Posr N•E• COR ,JC.e o/c- BLD 6 i r S� Car. B/d9., NW Cor. or /n/ersedior ^ /////// /Z/1Atj 7///7/77////////////' I// A S of. Cot NEe o F /U. v.). CogNa of gLD6 -I 1 7-111--S,1 CEA/7-5E orates 6A5 i-if-kE,c cm P C=D 0 -- P o.T. C0R/J6,e AJoRTN E06E Conic. SSL.AND NosC WE. Bo.c.T ON STEEL BASE /N CENTae ND 7 41-5.5-08 /21 5 40 =En N nni inMilli 30 STA. 74' J, E. 8ats6-RT. .0,E o LIAM .27 4ENIMIS i • iii iffillINIMMEISMEIMMINFIMEMIllinw or eri_: HIE Er a 4D 33 30 25 20 Dat 1'O5_ h 78 79 80 Sf 82 83 84 85 86, 87 88 89 PLATE 1 PLAN -PROFILE 8 P R STANDARD EUGENE DIETZGEN CO. Lc) 169 Gas Service (Possible) 0) 180 Gas Service (Possible) 0) Son. Sewer Line /O" Water Line r 110 Water Stop 25 SW Cot 8/dg 0 5 GEOME TRICS & GRADES PLAN a 0565 SE Cot 10 155 SE Car Bldg. 175 Aspho/i to Brick h m o 3 073 Guy Pole Anchor • ks kb mro ro 3"Gos Line 4" Gas Line N �V hgk 69 M h3 M � s o i h h M N h a N N N N N M N 34 Gas Service 165 £ 36" Wide Conc. Sidewalk FED. ROAD I CED. AID SHEET DIV. NO. STATE FRO) N0. NO. __ 71NEBR M-5508.. t79 Gos Stop t94 Gos Stop co Y Sco%: / "=20' n N N N N tiN NNS N N N NN N co N N /0" Water Line 5 Sas3 ii ��`/ /5' R. P 40.8'Lt. Sta. 55t55.5 /5' R. P 408'Lt Ste. 55 t 61.9 ////7///7//////////////////////// /////// 5' R.P 3/' Lt Sta. 551 58.7 /5' R.P. 4/' Lt Ste. 56161-5 /S± florin) O,pr#O 6/14/I? FisavWhe-ht/R 15' R.P. 4/1 LE Ste. 56 t 676 /5' R. P 41' Lf Ste. 57 1 12.4 /5' RP 4/'Lt Ste. 57t 260 /5' RP 4/' Lt Sta. 57 1 66.0 2/ /5'RP. 4/' Rt Sto. 531 £rte' +701' 20 /5'RP. 4/' Rt. Ste. 541 25.5 0 /5' R. P. 4 /'L t. Ste. 54163.4 @ 15' R.P. 4/ ' Rt. Ste. 55 1 35.0 ® /5' R. P. 40.7'Lt. Sto. 551/2.3 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 1 92.7 /O 5' R.P 31.7'Lt Ste.. 55116.0 26 /5' RP 4/' Rt Ste. 571 35.7 /S'R•f' 1J/'fir Sri ,r3 -I, S/ Hour); 14'? F,QaM riiW✓a Dnr,*o 6/4..,19,,, le/ Fire Hydrant 089 10" Evergreen 5. //7/////////////////////////// 11/ PP Anchor 115 10"Evergreen 14/ 10"Evergreen 157 Fire Line Valve co / ///////////////////////// 0 a PI' '- mH l'..' ...13 m rami W ti ., W N IN O N- m CD /28 Fire Line Valve 159 NE Cot Conc. S/ob 4 oz) tts %S'5- Line IC) ff/575/i157fon Ave . ti tokc 4 t • a • N. c V j GEOMETRICS 8 GRADES PLAN N Or, % M-5508(2) 7 N Sco%: /"_20' 1 9. itsmai it -! 13' I /3 ' 13'� 13 9M /i Water lime - I --Th3% //////////////// r/ vai •q k 0 kj eto a 1 f 38 81Anchor r co 3S.\ 331fr kit] c, o- 19 l 50' R. P. 56'L t. Sta 58* 22.4/ 301 RP 56'Lt Sta. 59113,41 /51 P 41 Lt Sta. 59 *655 4� /5/ R. P. 4/ 2.t Sta. CO * 06.5 /51 RP 41/21 Sta. 60*/3.Z a /5'R.P 41Lt. Sta. 60*55.Z /5/ R. P. 41/Lt Sta. 60 *63.7 /5'RP. 471 Lt Sfa. 6/t 05.7 /5'R.P. 411 Lt Sta. 61 * /1.6 l5'R.P. 4J'Lt. Sia. 6/ 153.4 30/R.P. 561 Lt. Sta. 6/ * 784/ ti M „'; N^�N p - N "N. 'N N '7 a ,: ✓ ,. 3 o • '- SR.P 3/Lt. Sta. CZ*68.0 ' 7 „ 7"% 7 ?/ 7////7777//1 7-7 7"7 3 30'R.P. 54`. Sta. 62 *69.4/ (0 51 RP. 5// L t Sfa. 63 * 0/. 5 ,D 5'R. P. 3/'L/ Sta. 63 * /8.8 +� 5'R.P. 3/Lt., Sta. 63140.8 l7 /01 P. 36 Rt. Sia. 58 *56.0 /O'R. P. 36 Rt. Sta. 59 *age /0I P. 36 'Rt Sta. 59 * 3/. 3 10/ R. P. 36 Rt Sta. 59 t 73.0 21 /0/ R. P 36 Rt. Sia. 6/ * 84.0 22 /01 RP 36/R1.. Sta. 6Z .98.0 CI 'RP 39RtS/a 62-x-82.6 /0R. P 36LtSfa. 63*64.6 /O•R. P. 3GL/ Sta. -7-7-63 aye 04:e 7`6> :Lifer A,Jeier • 7 // /// N 77 , 7 IN 35' Ut o n x• / 7. "> Circlet Imef N N c t Sin. Se ser Linc L:.ie 20 7 //7/7//l/l//M��//////// /45 .iro ee . n/e6 r E%.NO.ROOLuC. Onw..n 002176 -..EO/1Er,P//'r C� e 6,5 Lie 3" Gartuss 34 Saver to f l0 Hear URe-f 8" Giss[bic 3. 3. I, �L11�1<„ / N M M M N c�c� n ///// 77/ ///////#771 ® P. /. = 351Rt. Sfa. 64 *5170 = 24° 79'40.75" P = 1/4 °35'Z9..62" R = 50' T = 10.854' L = 2/ 3756' P. C. = 35'Rt. Sta. 64140.85 PC.C. = 30.5'Rf Sta. 64 t 6/.53 © PI = d= 17 = R= T= = P.C.C. P.T. Z6'Rt. Sta 04 747/35 Z4° 29' 40.75" 1/4° 35' 29.62" 50' /0.854' Z/. 3756' = 30.5' RI Sta. 64 t 0/.53 = 20' Rt. Sta. 04 t 82.20 0 P1.= 20' Rt. S49.67t /0.85 4 = 24° 29'40.75" P = //4°85'2942" R=50' T = /0.854' L = 2/.3756' P0.= 2G'Rt Sta. a 7b00 ROC .= 30.5'R7. Sta. 67120.68 GEOMETR/CS 8 GRADES PLAN • 0 <,, t 65 � a ti Z.1 tea. 4 J t N. N.C' . • ti N. -x- © 9/ = 351Rt. Sta. 67745050 A = 24° 29'40.75" P = //4 ° 35' 29.62" R=50' T = /0854' L = 71.9765' P.C.C. = 30.5' Rt. 5/a. 6'77420.68 P. T.=35'Rf. 5/a. 0714/.55 E© P. /. = 5528/1W Sta. 68 7469.78 A = Z4° 29'40.75" D = /74°35'296'2" R = 50' T = /0.854' L = Z/.3765' P.C. = 35./5'Rf. Sts. 684-58.45 • PC. C. = 30.90'Rt. Sta. 68 t 79.78 0 9/ = 26.50'Rf. Sfa, 68 74 89.15 d = 24° 29'40.75" O = 114° 35'29.6'2" R = 50' T = /0.854' L = 2/. SW' P.C.C. = 30.90'RI Sta. 68 t 7978 P.T. = 2G. G3' Rt. SIG.69 900.00 b n- //7///////////////////////////////, ro�/4 \A v v m. 9� / � 4V 'y'// 0 /5'R.P. 4/Lt. Sig. 64t/7.0 ® /5/RP. 4/ Lt. Sts. 04179.0 ® /5 R.P. 4/ Lt. Sta. 64184.0 ® /5'RP. 4/ Lt. Sfa. 057'347 50 15'RP 4t Zt.'Sta 65 " 55.8 © Z'RP325'77f 5/a. 651 45.2 O /S12.P..41'L/. Sta.657477.4 ® 25RP61'LI: S/a.GGt379 09 I 'R.P.35'Lt Sta. G7t002 10 251R9 5/2i! Sta. 671208 11 5'R P. 5/'L t. Sta. a71.416. 12 f!512.P.515'Lt 5th. 67195.5 13 /2. Cf?. P. 38.571: Sta. 071-975 @ f6'R.P41'L/ Sfa 68 t450 /////"///////, -/7845STAlII 15 15'R. P. 4/'Lt, S/a %8. t 6W 0 15' R. P.4t5Lt. 5/a. 69 t ode 17 /5'R.P. 42'Lt Sta. 69143.5 /8 See Sheol I3 RPI /9 /5'R.P41 Rt VS. 041t-82.2.." ® IS' RP41'R/. S/a. 657' 54.4 ® Z'RP € 549.69 t 2502 r // / %/1 /7///////////// ///'2 / / ///// i iii / // / h k Curb Taper Area Q M-5508/2) s Scali: /11= 2 Soo s -Lee !-Nblet bile (20") i /AV, /////// (27� o/ , e 7.1 ,2APC f .. • 2 "Gas Line t37 /8- Tree 145 Riser far Sprinkler -/8//2-Tree -r 59 /2 -Tree =l 03 3"GosLine m isa_ r� ti �rF. "..e Son. Sewer me /0" Water Line � 8"Gas Line GEOMETR/CS 8 GRADES PLAN 1-76 C' 4 Wide Sidewalk r96 24" Tree f02 C' House Sidewalk / 3/ Water Stop co NN 96 later Stop Gas Serv-ce 163 Mai' Box N0I -- - -- - ic _ ter Mo; ; 8W(Mr M I -/o I �l F \N 1 • • • M1 •4. ( CURB 7,q PER AREA 0 0 0 CO CO /5'R. P. 42.3'Lt. Ste. 70t08 501 P 45.60'L1 Sta. 70t21.63 P. C. 4.38' Rt. Ste. 70t2038 2' R.P. 2.35'Lt. SYS .. 70t4245 30'RP. 58.5 `L t. Ste. 71 t 82.20 30'R. P. 58.5' Lt Stq.721-7320 /5'R. P. 435'Lt. Sta. 73t212 15' R.P. 43.5'L t. Sta. 73t58.4 /5' R A 43.5' Lt Sto. 731794 /5' R.'? 44.8'Lt. Sta.74t0/.0 151R.1? 44.8' Lt Ste. 74t 15.0 l/ 2' R.P. 33.0' Lt. Sto. 741-08.0 ® /5' RP 43.2'L t. Ste. 741-532 l© /5'R. P. 43.2'L t. Ste. 741-592 ® 2'R P 30.8'Lt Ste. 741-562 05 /25`R.P. 41.0'Lt. Sta. 75t08.5 Q 301R.1?58.5`Lt. Sta. 75tG6.7 @ 5' R. P. 58.5'Lt. S/o. 75t31.7 CO 30'R. P. 58.52t. Ste. 751977 09 /5'R. P. 43.7'Rt. Ste. 70/465 ® /5'R. P. 43.5'Rt. Ste. 701-935 © /5'R. P. 435'Rt. SYa 71 t305 ® /5'R.. P. 43.5'Rt.Sta. 7/ 1-75.5 ® /5' R. P. 437' Rt Ste. 70 t 035 • 151R.19 43.5'Rt. Sta. 72 t005 ® /5'R. P. 43.5'Rt. Ste. 721-435 ® /5'R. P. 43.5' Rt. Ste. 731-/4.0 ® 25IRP 53.5' Rt Ste. 731-78.0 ® 2'R. P 30.5'Rt Sto. 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. 305'Rt Sta. 75174.2 0 J O ti N d 7/-' Gas Service 152 2 C' Sounders 3 /2' Nevi I I I I ;1 N. // FED ROAD DIV NO STAT E CEO AID PROJ. NO. SHEET NO. 7 NEER. / M-55082 a /78 C' 4 Wide Conc Sidewalk 488 Gas Service REV/SED //' I /3'� 1 I I mimesis CJ h 0k Sewer Line S;.° Waterm Le (878 CEOME TRics GFi'ADss 3" Gas Line co #03 4' Conc. Sidewalk 0 1 N t54 24" Tree O M " b rn 1 1® i I i. -I.. I GEOMETR/CS 8 GRADES PLAN 4) • 4) #25 Water Stop • " 79 24" Tree co t 37 18" Free ▪ 0) "L. © t78 /8" Tree FEO. ROAD Ply NO. STATE FED 4/0 PRO✓ NO. SHEET NO. 7 NEER M-55080 /0 REV/SED kJ J J 9 I if if 13Z.93 " 35 3a M N ao N N San. Sewer Line _ 8"Water L/ne 4 35' N • tn 66 C M J /5'R.P 43.5' Lt. Sta. 76/ 49.7 Q /5'R.P 43521. Sta.76t858 CtI /5' R.P. 43.5'L/ Ste 76193.0 ® /5'R. P 43.51LE Sta. 77/340 Q 15'R.P 43.5'L/ Sto. 77144.8 © /5'R. P. 43.52/. Sto. 77190.5 O /5'R. P. 43.5 Lt. Sta. 771936 ® /5'R. P. 43.51 Lt. Sta. 78135.6 ® 151R.1? 43.5 Lt. Sta. 7815/.4 ® /5'R. P. 43.5'!/ S/o. 78194.0 // /5'R.P 43.5' Lt. Sto. 79/ /8.40 Q2 15'R.P 43.52! Sta. 79/ 68.3 Q3 /5'R.P 43.5'Lt. Sto. 791 94.0 /® /5'R.P. 43.5'Lt. Sta.80t 42.5 ® 30'R.P 58.5'Lt. Sta 80172.72 ® 5' R.P 58.521 Sta 81159.72 © 30'RP 58511.1 Sta. 81/ 8472 Q9 2' R.P 30.5'Rt. Sta. 79t 0/ 0 ® 2' RP 305'Rt. Sta. 791400 Q 30'RP. 58.5'R1. S/o. 80/7272 © 2' RP 54' Rt. Sto. 8/ 1 00.72 © 2' R.. P 82.5'Rt Sta. 8/1 00.72 ® 30'R.P 585'Rt. Sta. 8/18472 © 5'R.P 34' LI Sta. 8/t 755 0) 0) " t 22 Water Si " a . 0 t 73"/I it 8 Water Main /0 Water MainTh, I '1' Scale: / 20' f\ //MI I 12' - 91' 13"Gas Line !r'/0"Water Line I ti y 4 N Q 316a5 Lix-t — — i fl er Line ® 4 1->?/ _t da M M t 1/41/44 a M kro GEOMETR/CS & GRADES PLAN (xi I N P 4 / TT • 51 R.1? = 33.5'Lt. Sta. 82+/Z ® 5'R.R = Z.. Lt Sta. 8Zf49 03 /01 RP = 38.5' Lt. Sta. 8Z 4.94 ® -10'RP = 38.5'Lt Sta. 83i-33 05 /ORP. = 38.5'Lt Sta.83f36 © /5 RP. = 43.5'L/ Sta. 83+9Z 07 30FRP = 58.5Lf, Sta.84f4Z.80 ® 5'R. P = 54 5'Lt. Sta. 84 +6780 09 5'R.P. = 545'Lt Sta. 85+29.80 l0 30'R.P = 58.5 L/ 11 /0'RP = 38.5'Rt. 12 /0 R.P. = 3851 Rt 135'R.P. = 93.5'Rt. 0 5/ RP = 35.5 Rt. I� ti 4; a Match C3.5' lr _.._.__- 1-12 ( 11 I /1' I if I I I I N Iritl e ils /1 L71 I I I to6-r ( .a- Sta. 85 *5480 Sta.8Z+94 Sia. 83 +33 Sta. 83 +555 Sta. 83 +77.5 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 /8 5'ee = 33.5' LI. Sfa. 87/ 06.5 tg xT F (! ,Watch Grade 73' Rt. e _K3' ' Line f'e'W,/L /- Line r" r fr Imo' � I' 7/ /77//// // et' 7 ;Mssoa/2) Scale: /".:201 6-156Atr Yc Sc 2-,9.PES /3- co co co t 42/.2 // 1 3'GasLle ._ — a ti k K M l.Y. 'em /////i///// //LL / z% IL 0 C n o ZZIn yk i /3' I GEOMETR/CS 8 GRADES PLAN N t N N cC /Of RP 99521 Sta. 8616 3.80 ® /0'R R 3851 LI Sta. 87 f 03.80 ® 20'RP. 18.52/. Sta. 88 1-/3.0 ® /O' RP 58.51 Rt. Sta. 86163.80 ® 10'R. P 38.5/ R7 Sta. 87 f 03.80 ® /5/ RP d3.5/ Rt. Sea. 87t37.5 O7 /5' RP. 43.5/ Rt Sta. 87 f 905 ® ZO'R. P. 48.5 Rt. Sta. 881100 Q9 5'R. P. 43.51 Rt. Sts. 88 t 2120 N c N'„i NW ti 3 "Gss Line / /O 11tLTl L/ffe Scale: I' 2.0' r 7 I 95508&) 12 62E0 -Li 5 6:e4 pa w 0 w w Y ' V V V V >- 0 Z a L. w f 3 > 0 9 0 , 0. < G Z a a. NOTE BOOK 0 z 0 0 m U, Oo Z Z FEI ROAD Existing 8"san. sewe Existing 10 water N to U L a) y N U U tO L ` O 0 3v) m0 + i - C a) / 0 1700 /6/8 STATE FED. A:0 I SnIET I PR%1 P43 R0. 7 N°eR M-5508 (2) Ci. U C CP • 2 — Ll_ C. J• o •; 00 O% W 0 00 mm W v v 0 w in W W f 3 C4 0 - O N 0. < K a A- NOTE BOOK 0 z St NOTE BOOK 0 z Ea R DIV. NO. .LO L. ORO.:. g7,5 - NEER. M-5508 (2) PLATE 1 PLAN -PROFILE 6 P R STANDARD EUGENE OIETZGEN CO. N 3 IV u R 'Si)'� 1• v).`,0, �. �` I. dl -<)• �. '12 JOk a't tl Z i O b o fi c 2ccE z •I i0 ., a, ++� In o�'cE OD ,>' f vT T, , -S r 6 T p .ci oiR O" 'U r� to _ (0 �> c vL`Qr �U� C7 J C U' Qj i_ d b 3 Cid -x Ci �,, CO . IJ)'�) .� L -I 0 a) J v m c-> E 0 c, CO I C -76, water service (copper) •77, sanitary sewer service (vc.p. 03, water service (lead) 04, sanitary sewer service (yap., Ski. 60,7 Lt./s. Build- 44 -Lin. Ft. 4 v.c.t Sanitary Sewer Service N;tn - Nye, ' - Fernco Coupling Removed4 x ✓c p. 87, sanitary sewer service (vc.p. 97, water service (lead) -00. sanitary sewer service (yr I) { h o �l J�uQ ? ~3a tl k Z V.tat d J . l. i a �?( O h n .e 1 0 a 3F s u v u)alyo[ U ? c '---- V NQ U C G c'>o(.ii a`D LI ,i Do i O . c E Cn U_ N o 4) .G �E�'3 v EE E J O - 3 x v, ` o) z v> N Q)` .IL- .. �. co _ n 3 o . +I� 0 0 i �r''c \3m _c 3 (0 Cly O T 0 i o 0 0 o 1' N 3 y o 0 a)' rn r� co rJ (\I to tc cn to _ r., 0) NN to 1- - C O. o -z C �a� Cr ><j:n iL (Jj- ca I • I :U 2 aj "1X ...-1 `y y c� t V `—� CO :.. 0 a) > 0... �, c- O o' E o cn it &10, sanitary sewer service (fiber -11, water service (copper) 38, water service (copper) r40. sanitary sewer service (vc.p.) 1 <�� Y3 �`' y Z•$ 3 V i,L a ,( 2, .d .i v .Lr. . c j M 2> V[ a 3? I s „, hM1%V Sto. 63 46 Lt .v3 Buil3 : 14 Lin, Ft. 4 v.c.i Sanitary Sewer Service with I - Wye, 1 Fernco Coupling Removed 4 x v.c.p. 33, water service (lead) '35, sanitary sewer service (v.c.p Sta. 64 3`s Lt. Built# : 14 Lin. Ft. 4"v.c.i Sanitary Sewer Service with -4 Plg Re, �yvj4 ,< 3; '� /c.c. 84, sanitary sewer service (vc.p '-85, water service (copper) 65 U Lit a) g> >U> U C J �Lx N N LL. Xl I 'Cr (n _i-th --i >. a) CO (S1 ° T O o 03 a) n cn o- �.0 �Q) a) �� ) ` u) Q) tn o CD-� 3 o OO , , : r-� I CS7 Cr) - �U� li -�0 O. y�._l L v. aE "4. 3 Q5 . in ! Y _ r"�` 1rsi m .�- d, o' c c^-" rd ci G a ) Q X . L Y o Cl' r a> W Q\ i 3 v V tt •, Z1. . l n c„ col ` v 3 X$ *0° v) _ +20 water service (lend) �'� U3 1 A 4 i, yy `i ZS n c n�% �p \; -.1 d wby --45, water service (copper) Sta. 67+-E Lt. 17 Buil : 14 Lin. Ft. 4" v.( Sanitary Sewer Service with I - Wye. I - Fernco Coupling Removed' 4 x 38' v.c.p. Sta. 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. 3uiit+14/7 in. Ft. 4" v.c.p. I Sonitory Sewer Service with I- 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.) C 4 q? 54. ?3 I Il ° 2/ '-c I Z c c Mn v • Q' n N t. \g+ v 3 r N -1h +94, water service 70 -4 hp____-_,. Q�V al bHkK .. T r T _ ., /1426/ / l l2 / 1 " 2 / I 1402 / I 1 1354 I I I 1322 / 1 I - I 1 I I I I!• " 1 I New 8 VCP j I 1 t' Existing 8"son. ;ewer 1 J-. l I 1 I I `• \� 'i r ©i' , 1 • i I \ l 1 L -Q ' I ,, I I I L.___.... I _ }} I / / i .l � M _l._ Ex:st,ng 8'sanitary sewer, abandon in place —1. I c Existing 8' son. sewer _ Existing/G'„water Fxistmg ;;. waler—_..-._ _._i.--- I I - __- -- _ a' _- _.-__-_--_--- ---i-_ • _------_-- - _-_ co- • __' % _ •, --- r --_- I -_-- • -_'_- -- -_ _-r___-__I , ---__"----- 1 I i- 1 ‘L 0 1 i) /, //i,/,/„/, „„,,,,,, „. ////,/,/„.///,//,./,/, ///,�//////�l ///„ <„, y DUTTON- AINSON i7�?!! j 4 CONSOLIDATED MOTOR FREIGHT / INC. �/ V /i, W STERN LAND ROLLER CO. . �. a0 0 6 N j Y _-0 i -,_ .. > CP I Q) Q) a) CU Cp 1- L ` CO in k' �3 k In L E Lr 3 0 0 } Q3i �” x (� t A4 — ' V ° ° co COT °i i Go Go In O T o; b �3EI M cn CD CC I Sta. 58-44 Rt6a Buil4 : 56 -Lin. Ft. 6 v.c.p. Sanitary Sewer Service •N,tn I - Wye, I - Fernco Coupling o C. V d Qt. V) .V� L: ..• + 2 y �elmlcb -4 co n 3 'Y n b x i 0. t ha. �4 > CU 0 Q O. y a ._..- OU Q) Q) Q) . ` 03 3ca •V 3 p• N .. o a Sto. 60.jfl Rt.GGO C Buil: S6 -Lin. Ft--vc.p. Sanitary Sewer Service w:rn I - Wye. I - Fernco Coupling TJIIQ- I'T uu. I I. 'T v.L. Sanitary Sewer Service w,th I- Wye, I - Fernco Coupling Remove 0(4„r i4 ic.p. Sta. 61-76 Lt. Pullet. 18 Lin. Ft 4” v.c.p. Sanitary Sewer Service wltn 1 - Wye, IFernco Coupling Remove4 4'x 18' ;c.p. a N ?.\.� T � a 2 -i ao N. -. •J.tip .9 I. o : s +92,sonitary sewer service (vc.p.) 0UUCI' av-un. r I. -t Sanitary Sewer Service N:tn I - Wye, I - F r,,nco Coupling Removed' 4 x v.c.p SA, 6 3 A. 7.? R+ 8,41 /I- S8XiNFr v" v.c San/hart( sewer sc.-wee wt/l /'#^nce am//IV 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 I - Wye, I -Fuca Coupling o- CS -y .� 0) (D '? .0 O- COcn�ct �X t° a) to CC 4 .. CU L- +*ZI'i . „„may In -- o T> CD 7 J om' E o I n o O •- CO Cp a c -. L., 4.1, = 0...4., t '1 ki o ei .� by 1 % a� P T is \a'i• I coo Q`' C) U U Q) `3 tb 0 3 �I (•c Scale: C'. ap' µ o OW ler; w-Lni.r I.-rv.c.y. Sanitary Sewer Service with I - Wye, I - Fernco Coupling Removed 4'k 33' v.c.p. 691'o0 R* Srnit+ 60 LIN FT 6"E e,P. S4nl%fary SGWe.r Seru/r1? CAI H -k I-CAjc. /-Feine Catt u.p,e, Remoded. 4.,/ )(35- VCP, o- , o _ C I. a k N .:1 J y� a e S t Vit . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co ro i v to (0 co co o to to o CO 0 0 CO 0 0 N. IIIIII■rr� INE1�/' inn' all W 1111F ■ � 111191111 i_ = I I I �I d�1 I, �1Ii 1 1 1' I 1 11 ____ _____ ___ ____..1 M , , T. __ __________ 91 1 1L1” _______ __ III ; Il I C I 1 1 " I i II I 1 1940 1 940 air /930 1930 • - ----- / 1 =• Y.Wcr _ ®� : V.C.r 'O3.4 L F 10.20% - �� si +0.25°1 1920 -� 1920 s .. vY �� . . n• I.. -I• 1 I\ 1 _ _ I1. I I r I Hon zonfu+-sea+e • 1=�i01 -lOr 1/ \ Ite _ :i I - •� ilitto.•I�:filn■.►.artgaialrok:aaiNSII --Ver-1 ieal-scale ii ► _.___. ��-.�.� t� ��.•• w G .�■ C ei �•. ` ►u�u�l.l•..: ."�.:�iyGj�.7��►_i0ii�iio p y.•� ��;_ �■I� . t __-_.___ . , Q iI�i:�i.'ia�4��i9.iw�9.i, e as ._._. - WE --a • -COMER - -T--RE----- oaC nP�QC X0.- ---- YES -F€RNGOS-- -- PLUGS --- NB--- STA JOt - --S _ . BE --DIS-T SANG --E-AGkI— ���!aI -F-RAMI E)1C-GGLk — NO. -`T� — - ter/ is OIL_ ■1 rt: n II �l�lm�. N - N II V II rev �+++1� S•)♦bleZ J .•111(•1 --- N#•/NINItH,:ie� moi,® •11112111111 !MEM 7 _ —�I p 111 7 1 I 1 I i l i i l i .r.C-llrl;lre� I rr / o to-'vonho • • �- ---. -_-188! 3- -----430.-__-.... 3--.®�g + !7— - • 62+8 3— IST. • I __s_ • -2-I--� i -- _- _ _ _ — _' Ckw,..� �o -r.4.e�._ +� --I-- —T�w-sang sewer—on y -s, W — Vit—Zndtr�e - - _. - -- _ - c,. . 1, o _ nL.A% s« ..,anr_ - — — __ - - - - - - - • Yi _ — — _ ._.-- _____ __ _ ed reef— de f44 ag--pre}ee- R 0 ��T•I . - __ __ — n Pe:gcsen,_ •,■•,nn7usit -- MINIM 1111111111r 1111■11111 11111.1111111 esrl "hilly_ EralinlIn= .111M7=IIIM PLATE 1 PLAN -PROFILE 6 P R STANDARD EUGENE OIETZGEN CO. W 0 NOTE BOOK 0 Z C 0 W -a0u- CL. 0 0 16 z ° z FED. RO.:J DIV. NO. STATE D y PROJ. NO SHEET NO. PLATE 1 PLAN -PROFILE B P R STANDARD EUGENE DIETZGEN CO. a 4 4 a a –, Q a M 5508.2)' .S a 3 V v Ya 1' J M1 ,( 1‘% �` • O t o {. a. q .' ` U i w u N. tvs' J.�_ CO vs.. �, O o C C O O y y (6- NInN ` j < ' �F; i ?' li ,. , �+!. r -(7.). . IN>el' � 1' X Z ti co .�. Y y *' v. ], IC) .- C o• O 9 ›:.c - v? U.. N a c U _ i '� J p+_ arc- Ln y= >4 3 J Cr= V T * _� + .- >, a> p - t` m- >+ _ n to Cr j C N 0 y E 0) o . a> +_ m p `3 C71 d. ^at V c h h 4: U i e �. � 4 1. Z v v 1 i .5 • O- y r Mac i hao4 q ci ci Q i ti i CS ... i .... o ' y = N " V C U . ¢> CO O ¢> y N y U v+ 3 hi3 6 3 3 a> a> ¢� ¢> y y i y v, . y ` o N. �, L Q) y . . p O y O O O _ . . -c co G 'c C •a> ¢> +, O C O O O O O O y o y y v, a V of M cp N tri Ol NN a co 0) V co J r- c> c >- - - Cn d c l.i N a c > U J - L c y" m 3 Li_= �1- I 1--f> =i ,_ m (D O T I 4 O ti C. > > .: U U -• .0 U G '- O .'. N O (, i y 4) v) 0 o 3 m °>v X . 3 0 33 m E N . j i h O O O . O 3 � C C C: Cy7 - O O O c CO y 3 y N N ^ V In c0 co NN4rati r �y g v J '^ z......>- . 0.-& k U �D > a ? iy " i li v o ti J `Z c w +_ acv --11`k CS 9- G Li i ti ci > �- 4'> V ,� •.•� U CD N O N O y Q) 0 4 N y U y=>o (13 CI) v a a v 3 � � u �� y ` tg y i .� y 4. y �, �. N ¢> ]� . . . H C) . O O` y ` LO o ¢� c C •y 4? C o o O o 0 o p y 3 y %33 3v> V co O r<Sco F. lc) Into NN ♦ .+ 07 t` (no- o > ,c - _ v 'z c lL N .a Ly --- O U O U O > U N J.. > � 3 O J- a`) :tom o i v`j 3 a: x .` 0 l+n •�' CO .-. [n I Ci' y C -. _ ` O in >, m n a> > O T C o CO 'c � r 3 cn (Y V N V o i Q COy ¢� Ql N N. N a> O -3 V to I I � I I I I I I i I 1 \ r I ✓ � I I New 8" ICP 1 I I I I I' 1 New 8" VCP I I 0 I � ® , ® 0CD I 1 Existicg 8'son. sewer Existing 8 saritory .ewer, abandon in -ince lkaallille 8" Existing l0' water -----' --- ---------------- -- — --"-- ---"-- •----� ----"------------' -- - - ----- -- ::--x g water• o a a W. 41111111aIN H y v 4 i; aZU o� I S R* 6 1iw FT 6" v,c,P, Sewtr SerVicl, /144 I I='u° S i It. E m a J. K " • e ai n O. - J • y a > c _ a co i s 4 - O a 6 > c `� y O+ a . ° : u d `s ti _> .... d 1, ti i .0 d ti c C+ `b G d o U • y d+ O. c - c•> iso N > CP �O �Y c Cr 2 c� `N ` .c ,x l V• 2 0. \O �Y 2 . 2 .0 _ ...YYY111> .Z 11 0 • p 0 O 0 O -I- + + 0N. h JILL I J-cr LI. IS Buil +'Lin. Ft. Sanitary Sewer Service I - Wye, I - Fernco Coupl Lh(6T2 h3Q `r X%9; `.`..p 75+00 "/5, water service JIU. IY LI. AS L:.1 14 44 -Lin, F' Sanitary Sewer Service I - Wye, 16-Fernco Coupl Remo Jed -4"x9 c . 'n•.3 + yIN ' \ 4 3 �- 2 v.k v ;t:. :15 ° F hbtiK 00 Sta. 75 ' Lt. ,6 BuN- +4 Lin. F1, Sanitary Sewer Service I Wye,1- 4° PIS g Sta. 76.,.cg Lt. i6 8014 +4 Lin. Ft. Sagil2ry Sew,&j rvice I - , Id, I ncot Coupl Sta. 76+W Lt. BuE 14 Lin. Ft Sanitary Sewer Service I - Wye, IFernco Coup I Removed & d C.P. 61 d a U -, a n cn o J a`> i- m= y li ct Nr _ -Cb- .i' D o t -'>,Ci p c3 a n U ._ N h a) . C N N + 0 E.' O 0 + S U U _ a> cn n co 3 ., °� Cl_ X ;-,;3-,.. - a> + Cl > -7 �. N- >'5 o --E3 E o I C w o -tr 0 O i i ro Scale: OO OO + + m 00 N N. I _ 1 r. ®I 1 I 1 1I A III► 4f >I 1 I' 1' SIIIIIIIII r.� 1 _II 1 II I L \ , 1940 _ ..__ -... _-- _. - - - 19 40 ___ _.._. _._._. 1 -- o - 1 o - 1 I1( . 1930 1930 8 V.CP 8YC-2--'757L.b 4$10_.---_ 25.1 L.F� 0.48 la IMMEMENNIMM /920 ilimillimg1920 ry ammism=rra , imlwa saw —+ler, -scale • +-=-48 -- Vert teci- 1'1 1 1 1 1 � -_ 1 1 1 I �■ I I 11 1 1\ 1 1 A 1 1 � 1 - I -"- T i ® =.T1rREW.1aW .1•ae11• tire I4 ■ 1 1 M eta"LIM\ l• ■rl 1 i `' m•!. X11' ..7. . aw l!•!1 r . a ...1■.■IL..■. an 7'1'1 WM.%1 1;.11 aria .1 ] TA la ate) /Mk 1.4.11/i DIM six �•1.J'I►fl■ vsSS.tis'- Ie "► fes• '1 amaaaincaal. n.s -\\1 1 I9fll '111' al mil 1•14.1•1Its111r I1.>.. 1 �t�rr ��,.,o —sewe—o �ESRAS �( LJ1 � 21e [_] r� V II" G? _MAT] • ! _DISTANCE r.a t.:_- tea: Imam e,,�.I1fi•i�4a:i.ir31E IIstina1.Iw��lliara,�I.�IIIIa�.I Ni*(I*SII* a SII7F • F 1,5 - j—Kt�_ - F h S rm y Iee- . •% M.,I,,.I I MQ tol �t �IAf� 11 II II 11 .I II I•• tel_t_ft. `�I I II 6 4 - 6- I- 4 I 6 —1 4 # • R �j] eYY so r / y I1I Eta SIS r4' t5 .Lz; if,mir7r�-.il , . �raG�r�l�ll�ar { •.h al 8 O�1 LF 21 - 1l 31 r� � +— II ' ` llM C Y 1 III 11440 40 II 1 I I �k 4R. I a suet d tBeet w+det�i g- p ojee# Re—M '! •'M-' I e w�a, gL�. 1 `cr..ye or ,/ m �{ ]) 1 �i app_ VJi�` m J• •.•��rrn! Ill 1 i 01 ii` ilk 1 1 I ' �n i _ r 111=\ , a a \ A 1 1 sill I� I 1r- rI ) ■ N sneer � ofJ PLATE 1 PLAN -PROFILE B P R STANDARD EUGENE DIETZGEN CO. 0 /69 Gas Service (Pass/b/e) /80 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 +/0 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 Lins Valve +59 NE Cor. Conc. Slab / / 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.LPiae Wet Top Remove Meter Pit Relocate Meter Pit WATER SYSTEM & DRAINAGE PLAN For Proposed Son/tory Sewer {-- See Sheets 13-/s Location Shown on this P/on For Information Only. --- tf. MOW I FED MD .TATE i ).J. O;r uJ. I v N s IZ• rt moi CO ctibl Ti Z rs O 2i 4 o - N Sax eWefert 00 STORM .561414-8' CURVE DAP PI 51,2. G2+34.58 6.00'LA 4 = 5°00'00" R=250.00' = 10.92' L= Z1.5Z p = ZZ. 92° 18'Qa'.Fi/X29 /e Qd. So.X 24 BUIL; REINFORCED CONCRETE, SEWER PIPE DESCRIPTION REMOVED EXISTING STATION • TO 58t39-1Lott to STATION 581'80-15 "L± SEWER PIPE EXC. CU. YDS. EXC. CU. YDS. Curb Inlet 38 to Manhole 41 s' Curb Inlet 378th Manhole '40, Manhole 37o. to Manhole 40 , Manhole 40to Manhole 41, C>nc.Gli4 .LX sfhti9 y/pc Manhole 41 to Curb Inlet 39 to Manhole 41, Manhole 44 to Manhole 40., Curb Inlet 43to Manhole 44, . . • Manhole 41° to Manhole 44, Curb Inlet 45 to Manhole 41o, ' Manhol=6''= to Manhole 410 ' 58148 38 58109 3ti 1.03-t09 58 '" 155Rt -to 58+80-15 Lt. to 581 581.80-15.5 Rt. to 591 La -1 "Lt. j,1109-17" Lt. 11109-17'Rt. to L21-75-14' Rt. 1021-75-14' Rt. to 102181-17" Lt. LEI` 75-14'Rt. to L.3f45-14.5'Rt. Lo3t45-14.5"Rt. to Lo5t42-21'Rt. 59t7Lo-17Rt. to 12"X 92' R.C.P. 12"X 129"R.CP 127\28' R.C.P. 12"'X Colo': R.C.P. 12"X 193 R. 0.2 /X X •l7' C 4 P''e STATION 55-,`81 DISTANCE COVER TYPE R E MO V ED IN LET Type II STAT ION DISTANCE le3t02'! Type C K c3/46asa ot5.e clog S4ppIQA\& n#I Ars tAtAvt •a Wt. NOTE, Refer to Special Plan 2C for Water Service Details. 58i 39 • -7:- e 675 Lie 3" Ga-ltt WATER SYSTEM & DRAINAGE PLAN WATER MAIN Q.UANTIT/ES /0" GOO D.I. Pipe a 4 '13— ' 'I Gate lea/ue, M. J. Pumper Fiit ngs /0" 6" 4h' N4don/ Lbs. 4. 0 Vi / // / 1 CO p I1 1° q .16 535 Wet Tap Remove Hydrhn/ Remove Meter Pit Relocate Meter Pit al //////////// Cr) '1 iL tj • i q .7/! /1/ _i l i i , . S For Proposed Sanitary Sewer See Sheets 13- 15 Location Shown on this Pian For Information Only. O. J h '.n CID ,stn. Senior lig so° Mierziae- 8" Gwsthz - -- 0 c.y M Qo (ca HN on a N on M 47 %/////l/T2 77/////////////t/7/////////// // i ////// M Nt� M L BWL.T SANIT M SEWER PIP (2" VCP 93 Mt/ FT - use D Pt& Roo$. D rair...ye is tt / // //7 55 'J C) U c. el) Q), -o v(3 o ee c3 J J 45 4-1 O o jv (11-6m X co .4 m_I_ 'm-55-08() Scale: /".-: 20' Get Ilue (810 anLye (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 • /8"X //0l1 i62.s Manhole 50 to Manhole 48 -, ' - . 139 • . 12=0" • 54 • /8-X23' • Curb Inlet 49 to Manhole 50, z• 15 • 55 • 2=5•' - 18-X248' • Manhole 52 to Manhole 50.) • 21l • 510 /091-8/0 • /8-X 3&• • Curb Inlet 51 to Manhole 52, •.. 28 • saA • grx a �i�. y 1s CUr6 Wick 1-11 to C...e..eolta•'•Exa+r'•v, Are 9 BWL.T SANIT M SEWER PIP (2" VCP 93 Mt/ FT - use D Pt& Roo$. D rair...ye is tt / // //7 55 'J C) U c. el) Q), -o v(3 o ee c3 J J 45 4-1 O o jv (11-6m X co .4 m_I_ 'm-55-08() Scale: /".-: 20' Get Ilue (810 anLye (3) /////////////////; R: 0 BUIL CURB INLET, PLAN 443- R4 NO. STATION SIDE "X" SIDE "A" . 21 . "Y" EXC. CU. YDS. 47, Le5t7360 • Rt. - 4' 2" • 2'-5•' • 12=0" • 4.19• 49 • Le7t30 . Lt. ' 4-2- ' 2=5•' - L07±27, Lo' -0'•. ,14 • 51 • /091-8/0 • Rt.. 4=2'• - 2'-5.. • 614E-0 f&/y• OilUIL• MANHOLE, SPECIAL. PLAN IC NO. SIDE STATION TO SIDE SIZE .• • . 21 . DISTANCE FRAME RING COVER TYPE 45 , L:51- Lo3 . . Lt. • /2 - . L. • Type IL - 1.1.0188-15Rt - L7t07-14'7 A 50 • . L07±27, • Lt. - • 66 + 88 - i5"'Rr L• - Type II 6'• x 98.5' civ A 52 La91.78 • Lt. • to • Type II A *Type C NOTE: Refer to Special Plan 2C for Water Service Details. �1. ki\ QC• 41) o KA 0 r, /)..''/// ,, ,, k 52 proposed Son. Sewo - .S`vc .Bawer line 51 14Hirr Zi7e ;/p"i Cat line 8' U REMOVEPINLET REMOVED EXISTING SEWER PIPE SIDE STATION TO STATION SIZE .• • . 21 . HDWLS. F.E.S. EXC. CU. YDS. • L5t42-21'Rt. to t51/05-1Lo"Rt. • 12'X24 R.C.G. . 1 , ' /07 t 07 . /2 - •L57Lo5-1Lo•Rt. to to 1.1.0188-15Rt - L7t07-14'7 12"Y 123' R. CR • 12735 R. C. P • . G4 . /8 • 9 •Lddo188-15•Rt .,i,T 66 + 88 - i5"'Rr ro 67'- 7y - sra.s'2r 6'• x 98.5' civ U REMOVEPINLET . STATION SIDE DISTANCE EACH 1.51- 42• Rt. • . 21 . 1 • 1.05t1o5 • Rt. • 1Le• • 1 • Lied -88 • Rt . , 15 1 , ' /07 t 07 . L•t 14 • • 1 . p 2' • WATER MAIN QUANTITIES 01 fine Gate Value 411. Pum er Nidp C.1.9 B Fiftiiant Lbs. Wet Tap Cut- In Remove' H Neirwnf Remove Meter Pit Relocate Meter Pit /0" Q" 4,. /0" Q" 4° 600 3! /4 5 4 / 2 /805 3 2 — 0 N 7'57 15 3'6s Line �L — .Sin. Sewer ISM — k Alan a N N tiff Cj N N. N R R." SYSTEM& D R A / NAMX GE C�^�PLAN LAmN 3wN k 4a r3�msy `Vs ct` 1.11 k N "Jqab • Dti n M Skk•aO i .t..1.1r■nS M n� aMN ru3o •NeN s: M1 For Proposed Sanitary Sewer See Sheets is- /5 Location Shown on this Pion For information Only. 1' N M 1m -5503(2)i Iq Scale. /"=20' • .141 Proposed San. Sewer n N /o" wider Line — — — — — .- nos Lined — " `/0"Nd� Water Mae N m,tis U N 1.1:L Oe%0-trira J Lk 7.• r\ter 1 • cv t tv. H O • o Nt• 24 1/41/41 v� • l • 0 P C v ft) \ 0 BUILS CURB INLET, PLAN 443- R4 .' BUILD REINFORCED CONCRETE SEWER PIPE NO.. I SIZE "A'„ DESCRIPTION EXC. CU. YDS. 57 • 98"'X B -8-•a9 • Curb Inlet 54 -to Manhole 55, ' .. 18 • 58 • 18"X 'Is - Manhole 55 to Manhole 57 , .. 119 • 24 1/41/41 v� • l • 0 P C v ft) \ 0 BUILS CURB INLET, PLAN 443- R4 NO. , STATION SIDE "X" "A'„ "Y" EXC. CU. YDS. 54 • 74 t 91 • Rt. • 4'-2" . Type 7I •A /2'-o¢400 On •18-a, 43 543 • 711 91 l -'-t. L" 5" . 2' 1' 0 NOTE: Refer to Special Ran 2C for Water Service Details. • 55 • i !I A i Sen.SererLi e --e_age JE k.��_ J A �• A a*+ • .1 ChUI L-6-- MANHOLE, SPECIAL. PLAN I C , NO. STATION SIDE DISTANCE FRAME RING COVER TYPE 55 • 74t 9967. Rt. • 5 • . Type 7I •A Type C Nffi{ar Lake (B) C nes Lunt 7 M enider /ix Okk X X • • 1, v 1/49 WATER SYSTEM & DRAINAGE PLAN WATER MAIN QUANTITIES `o U.1 Pipe Gate 142/ye 41 5 Pumper ,ydian/ el Fillings Lbs. Wet TapRemove Cut -/n Hydrae/ 'Remove Meter Pit Relocate Meter Pit /0" 18•X 3-7.36 • ¢ /0" G 4 600 4 25 1 f 2 / 795 l / Loo ' .- — cc J O mvv w4C Qi CO J N C0 COCO s • V, • For Proposed Senitory Sewer See Sheets 3 -15 Locolion Shown on this Plan For /n/ormotion Only 0 ' 0 �. O 4, , L t r L. kri e -C() 'yam l L, ,i. %.6 ► J� er ter - —. i - moi/ ` -.1.. .. • \rt: 1111 111111a11111 �9 N � N O�.•h� ERI vwsznas,N .a 11101111111111111.111MOSISIalThter tan 1n • i /O'P4+fer Mein atm i7 i u c 7 (17-5508(2) 20 Scale III.. 20' O M 0 BUIL-6- REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION EXC. CU. YDS. 59 • 18-X 2•8•a6 Curb Irilet 5Lo to Manhole 57, • . 19, Zo0 • 18•X 3-7.36 • Curb Inlet 53 to Manhole 57 , ' ". ZG . L1 • 18--X ;' �sl Manhole 57 to Manhole 57a , . Z69-aii Lo2 • 18•'X-E4•as- Curb Inlet5leato Manhole 57a , • . /9. Loa • /8.X48-7-)90 Manhole 57a to Manhole Loo , • 168 • Loo ' .- Curb Inlet 59 to Manhole W , - 20 . 18"X 23'25 L5 • /6')(3--72(0 Curb Inlet 58 to Manhole Loo , - . Z8 • LLo • 18• X 373ths Manhole LoOto Manhole Loa , • 317 •' iy %`• o • c Jv t;- • ry •i •0 BUIL' CURB INLET, PLAN 443-R4 NO. STATION .� SIDE "X" STATION "A" SIDE "y" EXC. Cu. YDS. 53 . 7/..±39 . RING Lt. . 4'-E" . 2=5""• Rt. Lo -O"- 14 . 52. • 7Lo-135 . Rt. • 4.-2" .- 2'-5" • 14.-0", 70. 5L0a, 781-80 • Rt. • 4•-2• • 2-5 . 94'-0 • 20. 58 • 80tLo4 • Lt. • 41-2' • 2-5- - 8''0"" , /5 . 59 ' 80tL04 , Rt. . •q•_2.. • 2._5- - 12'-O" . /8. NOTE:Refer to Special Plan 2C for Water Service Details. 59 n L: 1/49k O UI SPECIAL PLAN I C' .� L - MANHOLE., NO. STATION SIDE DISTANCE FRAME RING COVER TYPE 57 • 7Let4&3 • Rt. • 5• - Type II . A - 57a • 78t 340 • Rt . • 5• . Type II • A • (00, 50t 7-2O Rt. • 5 Type II A • Type C l0'k(�er(lie N 71�3i3? WATER MAIN QUANTIT/E5 D.I. Pipe Gate Wye, RI. PamSpa er Iwo& Figno5 Lb.; Wet Tal, Cut -In Remove ligothil Remove MeterPg- /0" a" dft Hp 0 4" 400 5 25 2 / 0-0. / 7/0 - / / :CY — N •(7-;2-„\ • 4 c1JS WATER SYSTEM & DRAINAGE PLAN K. La •• A • re 41 K. cxi 7 c't\c•Pg _c3a6i.t&Ie "on ,-,t9144‘r bre ‘4. • • 0 BUIL4 REINFORCED CONCRETE SEWER PIPE NO. 'SIZE "X" RING DESCRIPTION L‘,3 . EXC. CU. YDS. /07 -\ 84±35 182( 28' • Curb Inlet /02 to Manhole /03, N . 4"-2.' 18 • /08 ' 0-0. /8"X-3-kti Curb In/at Lof to Manhole LOS, • Z5 • Lai - • 24"X30Ik5 Manhole /03±o Manhole LL . 34/ • 9 G7 0 BUIL; CURB -INLET:PLAN 443-R.4 NO. STATION SIDE SIDE "X" RING "A" L‘,3 . "y" EXC. CU. YDS. LJ. 84±35 . U. • 4"-2.' • 2'-5" • 0-0. 18. • /02 . 84-1'35 • Pt p 4'2" • 2* -5" • la - 0 . /7. NOTE, Refer to Special Plan 2C ' for Water Service Details. Ett et) N • 7 ft? ssoer2) 21 • 04(BUIL6 MANHOLE, SPECIAL PLAN IC NO. STATION SIDE DISTANCE FRAME RING COVER TYPE L‘,3 . 84 t 45 • Rt • 5' . Type II . A . Type C N Scale: In= 201 • 4 WATER MAIN QUANTITIES D. L Pipe Gate !/Slue, /0" I 6„ I an /0„ 4 ! — / acs- I irss I Reel Drs.V.ge P 6„ CO 27/, id YSfer Line ti 5" Pumper 11ydran/ • A C.I. Fillings Lbs. 1150 Wet Top Cut- to Remove Hydr'n/ 260 9 O �`V J �.• V Qi \ J � 0 co co c J J� O ootid cnmeA5 WATER SYSTEM & DRAINAGE PLAN fit rc.A. // / / P O. v cL v ` , cc Qd ,ci 1 J E to m ,mI Opp �mU�l 4I uI a N ti BUIL- REINFORCED CONCRETE SEWER PIPE NO. WCE ,a DESCRIPTION EXC. CU. YDS. 70 . « Curb inlet Loo to Manhole Lo7 ,• /4 ' /6"X 33 EXC. CU. YDS. 18WS. EQ. Manhole 25 79 X1-1 Curb Inlet Lo5 to LeL0 , RT 69A . ay"'Xa.6' Ma.iIno le l07 fo Ma,�lwle 66 O • 71 . rinziegLuV. Xas./ /✓tav,ke le GI 9-o / al.e-+ 65- g t. Cr O to 4b a Line / /0"Pth-Lne ' •0 3 J oQ9a� ,N" N Scale : l _ 20" 0 • BUILD- CURB INLET, PLAN 443 • R4 SGT. NO. STATION SIDE "•X'• •'A•• « COVER TYPE "Y"' 58t 31. EXC. CU. YDS. Loo 887`01.:;X--- Lt. 3.-.5',/,;• -4-- ... RT i 8,=@ • -I.7 /05 • 88105 • Rt., 3-9" - 2"-5' 13 , - 12•-O' -88t3Lo-231Rt.• /6 2oX i deBUIL- MANHOLE, SPECIAL PLAN l C NO. STATION SIDE DISTANCE FRAME RING COVER TYPE Lo Lo . 58t 31. Rt. -5.12/" mss, Type a • Type II 881/1-23* Lt. • A • A • 881 Io • RT L7 • it Type C NOTE Refer to Special Plan 2C for Water Service Details. M 5-5Og(2) 22 EO:l IA- Sce to Vet r (-1 Sec o ex UC? _ 170 Ai FT F REMOVEDEXISTING SEWER PIPE STATION STATION TO STATION SIZE DISTANCE HDWLS. F.E.S. EXC. CU. YDS. • 81.0±85-242:t. to 881/1-23* Lt. • • 12"X 12Lo' R.C. P • 881-11 CG • • 58t11-23. Lt. to 88t3Lo-231Lt.. /24.25' RCP ' 88115 Rt. 13 , • 88115-21 Rt. to -88t3Lo-231Rt.• 12"X21' RC.P , . Rt. 7/ • •88t3Lo-37 Lt. to 88142-37 Lt., /2"XL, R.C.P • ,3 , EO:l IA- Sce to Vet r (-1 Sec o ex UC? _ 170 Ai FT F a r K REMOVEDINLET STATION SIDE DISTANCE EACH 810-1-- 85 • U. • 24' • 1 • 881-11 Lt. • 23 ' • 1 88115 Rt. • 21.' • 1 • 881'42 . Rt. 37' - 1 . a r K 169 Gos Ser ice (Possible) 180 Gos Service (Possible) 193 Begin 4' Wide Conc. Sidewalk 1/0 Water Stop U / /65 Water Slop REMOVAL PLAN /75 Aspho/1 to Brick 173 Guy Pole Anchor 93, / /7 € Conc Sidewalk 4'N 6 2'S /34 Gos Service 65 £ 36" Wide Conc Sidewalk FEO. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. / / M-5508(2/ 2 3 /94 Gos Stop 00 t\ ro 3 Gos Line Son. Sewer Line Scale:/"=20' San Sewer Line /On Water Line /O"Water Line m ti a / /a I. /7//7////77////////x/////// TREE CLEARING 8, GRUBBING (For Information Only) STATION SIDE DIST. SIZE 55/68 RI 27' /0" 55/ 89 Rt 27' /0" 56 '15 Rt 27' /0" 56/4/ Rt 27' /0" 56 / 64 RI 27' /0" 56 / 89 RI 27' 9" 57/4/ Rt 26' /0" 57/ 64 Rt 26' /0" 57190 Rt 26' /0" 39 57 / 45 57 * 59 R/ 168- 0 52/7677 52/$&.89 ' R/ -6- 5 3. 53 In IB/ Fire Hydrant /7//////////////i////////////// //// 1 /1 PP Anchor • /57 Fire Line Vo/ve U 3°ako co co o etz 10 - R J Line Vo/ve /59 NE am Conc. Slob / WALK �•4• A REMOVED DRIVEWAY f:: :; ,::: REMOVE D STATION TO STATION SIDE SQ YDS. 53/6472 54/// Rt 26'-2290.55! 4093.12. 54/'7'75 55/04 Lt 49y.5oz 55/50 55/64 Rt 36'35.517 55#75•25 55/90 LI 36 mist? 56 * /8 56/24 Lt -9- 0 56/83 56 /97 Lt 15'258 57/O8 57/2/ RI 332S.gy 57 / 40 57 150 LI 46,9o.77 Lt Mg. ,7,6 3G 57/64 57*67 LI 39 57 / 45 57 * 59 • /57 Fire Line Vo/ve U 3°ako co co o etz 10 - R J 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 RI 26'-2290.55! 54 /03 * Lt 264 53+96 55 43 /30158,s 55 / 43 58 WO ' Rt 6 Lt 94z908.0 9/133 55/90 56/83 LI 33.66 372 56 / 97 7tyo 50/ • /57 Fire Line Vo/ve U 3°ako co co o etz 10 - R J Line Vo/ve /59 NE am Conc. Slob / REMOVE D COMBINATION CURB &, GUTTER WALK SIDE f:: :; ,::: REMOVE D 55/4313 58 /6k9-95. STATION TO STATION SIDE SQ. FT. Rt 54 '00 75 Lt 264 3z -v. yi 33+93 541 7.9 55 *04 55/2725 L/ 9/133 55/90 56/83 LI 33.66 372 56 / 97 7tyo 50/ Lt ., OGS 4/£ 57//6 57//9 Lt Mg. ,7,6 3G 57/64 57*67 LI 39 57 / 45 57 * 59 R/ 168- 0 52/7677 52/$&.89 ' R/ -6- 5 3. 53 REMOVE D COMBINATION CURB &, GUTTER STATION TO STATION SIDE LIN. FT. 55/4313 58 /6k9-95. . LI 257207. 55/ 43 55/50 Rt o 551446a 58 / 00 Rt 223623& / •A A Al A nn'A^AA Ah%.'AA^-A 4"G...C37aver hos i /a" k ter Line i N 1. AAA ,AA • A S- d rAdOrrf IdOer AAAAAA AAA 0 AA AAA Al. /, , / / / // // / / / / / / / / / / / / / / C M Y'.i a '`' .� Q ^ -.. 1/ Vii: cE. 2 =3 \.^ P N 'C- `4. C. N `i. .i' .. 't„ `i CC 3 ,c • • CrA AAA A AA A A . 1 0 ttt k M1. Nor REMOVAL PLAN a N s_ t. ta` .n^ In n n Namegmagssistaata. A, A Ir Cc N ,XXX AZ/r A A/ /'\:°. ^_ I ®7"���` n n n n n n n 1;43 r ,. r n V: 4.; : ♦ems.+ ( r. n^n"n r� it it n A A .N A Cr dirdrz Scale: /4r20k - an zirae `2 7/r/4/4,,trarilr ./V /SFS .. .. ^. 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 An Annnnn ... •........ n n"n"n"n"nnn A AAA n nn n e^A"A"n n� n n"n"n"n"n^ """°nnn"n n n n nnn����.«` . .��.�.♦ yMI(/r LiQQ �0 J 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 n" 00000000000000000o�000sos0000e000 :AA�� �'� AAAA s,e��e�<�e���. �0����,��5��������� tr. ,�. (8., ism r7 � d eettes•0% AA rat. dritS4s����������� ��i�����s�ii; .eh •.L...:.. is - AnA"A� iia �``+'�e •t •••it at a a s����•e.:.A410::X ?X /i/ ///7 Zri it A REMOVEDTREE STATION SIDE DIST. SIZE 59'32 1/ 24' /Z" SF t:52 Lf 24' . /6" 59172 Lt 254' 20" &0+39 RI- 25' 22" GOtO Lt 25' /2" 4/124 /1:77` 25-' 23" 6/t 25 Lt 25' 26" 6/ +42 Lf 25' 27" 3 t 7.2 63 4-3 8 138.0 59-t00 59.236V RT TREE CLEARING I✓, GRUBBING (For Information Only) STATION SIDE DIST. SIZE 58*/3 SQ. YDS. 26' /0" S9t/2 Li` 2.1' /0" 6,1 4- So Rt. 3 I ' S" 2953.54 6/*Z9 47*57 597' 0 70q a- Z I 2 7 8277. r/ r /Z.////i,i///iii////////// . ' /4ctb W v N � ` v 14 '^ `., terC' C. Y /I //// //////7//) / , / / /// , / / REMOVEDCOMBINATION CURB & ' GUTTER REMOVEDPAVEMENT STATION TO STATION SIDE SQ. YDS. 58»00 580 00 53 t-6-&63 GliOD /9/><L/ G f, 63 2700 Lf 5g`7335.` 58'tgo 6It81 G2. 8 / 2953.54 6/*Z9 47*57 597' 0 70q a- Z I 2 7 8277. 62.4o Gvfoo R/- REMOVEDCOMBINATION CURB & ' GUTTER STATION TO STATION SIDE LIN. FT. SBroo SSi52_ 1/ -074-621 - 89 580 00 53 t-6-&63 8/ 23 26.30 G f, 63 t Lf 5g`7335.` 58'tgo 6It81 G2. 8 / R t 6/*Z9 47*57 597' 0 70q a- Z I 2 7 8277. 62.4o Gvfoo R/- /60/57 et,70 62t-4/0 6'Z*73 Lf /P/ -6C C zit Li -1-1-6- 5 a GZ171�63ty2 6oo /6 Li- r2 • • S V / / w A t. REMOVED DRIVEWAY STATION . 3TO STATION SIDE ' SQ. YDS. S9+¢/ S94‘ 3 /9/ -074-621 59'82 - Sr 92 1 556.30 23 26.30 40 s30 LO »38 1/ 2/25.51 40F8/ 60189 L1 79' NIS* 6/*Z9 47*57 LI 2019,95 18099 .5-1r4/ GZt.5.9n 6209th 95 LI et,70 42*6339 G4*00 /P/ 333 63+29 1/-)713 59*G3 6/*9Q (03A36 /6 Li- r2 `% 3 t 7.2 63 4-3 8 138.0 59-t00 59.236V RT 2-140o (I /G0 159.6o te4-937 G!-6407 L/ 348 yy8.59 /7'5557 G2' 76 LI 730 N N V 7145 Ll/c, EP IPE ,REMOVEDWALK STATION TO STATION SIDE SQ."FT. Lf 556.30 S8^00.57+50 58'12 28G 58*35gq 58+/54, 63 /P/ 225.55 357 58*83 59.82 - L/ 498- 5a i, o / 18099 .5-1r4/ /P/ ' 168 /2.6.10 59#92 G0*50 L1 17 Log /SG 59*G3 6/*9Q R/ 1098. 11 995 40.38 4648/ L/ ' /7y. Lto /72 4O}89 4/*29 (I /G0 159.6o te4-937 G!-6407 L/ 348 yy8.59 /7'5557 G2' 76 LI 730 26i,98 L/ /yo.3o 7*96 95 43'e-321 /11 43 0-3-4-88 44*00 Lf 279 . • • • • • • t REMOVAL PLAN M-550872) 25 L///.4 / / /J./ / / Scale: lc 20' et Sirs Liffe AA AA ""AAAA $vi Saver Lot /O" Meer Lox 8" Gasb.e s ••• ♦ s • • •o• NH/»' /he %p"j GesikIe AA•$AAA AAAAA A AAA // // / / / / ////i' //////////// 2,2i ///// ////////Iii////////// REMOVEDTREE STATION SIDE DIST. SIZE '49 A.-5-0 /t 27 28" 361 7Z- 4 4100 44'98 /f X92- 64*00 648.8/ S4'6•73 45*is0 [AAA '414'‘: 41 REMOVEDDRIVEWAY REMOVEPWALK STATION "' TO STATION SIDE STATION TO STATION SIDE SQ. FT. ‘4';00 361 7Z- 4 4100 44'98 /f X92- 64*00 648.8/ S4'6•73 45*is0 44143 Lf 7/4 159.03 &5'39 67f 219 if/ Lf, 35,8.23 2,4'35.77 2 3 40 48. 3/ 48*85 1/ 2/4 RI. 265,00 27.7/ 48*94 1.9{S8 LI -- .3.9.90 yo3,do 3.12 6.371' 1z lo81, 76 Rf 586.33 S76 68-x-27 70 too RI- /017 b REMOVEDDRIVEWAY ' STATION "' TO STATION SIDE SQ. YDS. SID.E , 44F00 41 19 9e,- 8/ _ ‘4';00 361 7Z- ./83 Atli G4*.3d 4470 LI 64*00 22.22 27 44198 45''42 LI 1St 55 159.03 /7/ 44'94 48.2/ LI Lf, 35,8.23 35/ 47/ 99 48 *& II R/ -9- 22. 2 2. 48* 74 G8'87 RI. 27.7/ /S 48'85 48 "94 2/ -- .3.9.90 490.5-8 70 t00 11 I/O REMOVEDCOMBINATION CURB & GUTTER ' STATION TO STATION SID.E , LIN. FT. ‘4';00 4StiSO 70*00 44{-97 Atli 97 2200 64*00 GOt-- et" 55 LI 1St 55 64 tis 66 f 63 Lf, 7q i G 67‘5? -4‘92 70 too [-f 3OS REMOVEDPAVEMENT STATION TO STATION SIDE SQ. YDS: 64,-00 G 5"5O Rf Lf -?e& • .• 4StiSO 70*00 /Pt/L7` 2200 2gSS.So• 70/32 REMOVAL PLAN 44S5O8(2) 26 r So % T. 1 r Z--1 a 'a '.i cj s y a c x " ti 3'&s Line `A ""� ♦♦ 4)1 ♦ A \• AAAA '� wAA AA •' )• Fj A n A A A".AA"AA"A^A^AA ^AA"A"A^A A A A n 1::r22::222 • .�♦♦.Wa W'. ♦�♦♦• A•�*CT " "A A A AA A A A.f•` A4'4IA / n nn \AwAitAra-,_ ^iAAAAA.�♦ `A A^,♦♦♦♦♦♦♦%�• ♦ ♦♦♦♦�♦�♦♦♦♦♦� n n n"nn^n^n"n ^n"n^n^ AA^n . :} ^ FSA . A A"A \ ^ A• l 414 - I; ♦♦♦♦ ♦♦♦♦♦♦♦ •♦♦ ♦ . ��♦♦♦v♦♦♦♦♦♦♦♦♦•♦♦♦♦�♦�♦♦♦♦♦j♦j♦♦♦�♦♦♦♦♦♦�♦♦♦�♦♦♦�. s �x A. Gas L a,. (9'l \ ��♦♦®. %�•♦ii♦i♦%•♦�♦iv♦v�i0�♦�♦�♦♦O�♦♦4/a■♦♦AAAJ ♦♦♦♦♦♦♦♦♦�♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦p♦♦O♦s♦♦p®�� ti"L AA; -San. Scker Elie Scale. /"=20' o/////s/////��► a//�// /A\ r / ///`' a a t rat�� \AnAA. ♦ ♦i♦� xs ,��.�♦♦♦,�♦O♦ _jrfff±: x.\\*♦�♦�♦p� _ °♦♦♦i0i♦♦♦♦♦♦o"AA"A ^ __ _ A �:ii'�i *Zr/77.. !"♦ ♦`�'♦^A A A"A^A"A O�♦♦♦ ♦♦?♦ ♦®♦•♦♦®♦♦ r-- vvvvd w . ♦i♦ v i♦i 0�♦�� ♦�♦i♦ �,. A AAA A "A .AAA AA^, ♦i♦♦ ♦mi A A A A o�i♦♦ii♦ii♦i♦ ♦ o��,r A A A^A"AAA ^:^An^nA^A A A AAA^ AA An^ A "^I^"^ ♦♦ ♦.!'♦A�♦�♦�♦�♦�♦�♦�♦a♦�♦�♦�♦�♦311+ ♦♦♦♦♦♦♦ ♦ ♦� ♦♦J♦♦♦/i .ice♦�.��♦�1�►♦♦♦♦♦♦♦♦♦ .. A n n A n n n A. ♦��♦�♦�♦� ...�..a " ♦�♦w_S��� ♦���..�.�.�.��� �♦♦�♦�♦�♦�♦�♦�♦�♦��♦�0�♦a�♦�♦�♦/ I ♦' .' i �♦�♦♦♦♦�♦�4sta REMOVEP TREE STATION SIDE DIST. SIZE-' 70'87 L/ 28' 23- 3"70'8/ 70' 11/ 2/ 22' is' 7/'O/ 2/ 28' 2/" 7/#24 L/ 28' 2/" 7/*59 L/ 28' 2/" 72+07 11. 23' 15" 72#62 Lf 22' /G" 72'96 Lf 20' 26" R! 2/ 96.34/ REMOVEDCOMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. 70e0D 28' 72#/2 LI 2/ 2sr 1354 2253255.9 720‘3 72,45/ 74#59 56 75'47 4" 74#00 1/ 72 ¢" 73r9/ /57f 27' ¢" TREE CLEARING a GRUBBING (For Information Only) STATION SIDE DIST. SIZE 7/ #89 Lf 28' //" 72+0/ /Ft 28' 3" 72,45/ R-/ 27' 4" 73+0 RI 27' ¢" 73r9/ /57f 27' ¢" 22 70/5865 7/101 RE 1OVEPWALK" REMO VEDPAVEMENT STATION TO STATION SIDE SQ. YDS. 70#OO -SQ.YDS. 74'00 Rf?L/ /44 i 2773 Lr S/ 61.03 2888. t7 70+/6 70.'82 7/7'0/ 7/# 42 70'33 Ric - 11- RE 1OVEPWALK" REMOVED DRIVEWAY STATION TO STATION SIDE STATION TO -STATION SIDE '•kA -SQ.YDS. 75 7.76 7000 /44 i 70'29 Lr S/ 61.03 70+/6 70.'82 7/7'0/ 7/# 42 70'33 Ric - 11- o 22 70/5865 7/101 /Pt St 72.32 7Y. , 8 7092 , 7/#02 72+72 79-.33 7/#44 R! 2/ 96.34/ 72 72'/2 L/ 72#3Z R/ 93• R/ 39. / 8 78r33 73#.75 R/ -922' 74#49.58 7S'f4 213.5'6 73'34 Rf 73#¢4 II sem- 75'b7 7L#00 11.55' 75'92 74 r‘59 Lf 'Sac 52.00 !1s•s$ /ZS' 74-9-o 5 R7 74'00 R/ /24 • 721.72. 72#98 RT 37.419 7.5/7464, 7.59.36 �. i 20/.13 RE 1OVEPWALK" STATION TO STATION SIDE SQ. FT. , 70#046 _ _ 70"/ R/i R/ 75 7.76 /44 i 70 33 7©,# 65 2S& ,, RI 2158.35 70.'82 7/7'0/ 7/# 42 570 7.6-29 72#/2 11- -765.2..»1 i3.?P 7/»G4 i 72#/2 R/ 326. /9 /93 72.32 R/ 274. s4/ 72+72 79-.33 104 72#43. 73#3, 2/ 563.2, 51/ 73»44 78#92 L/ S 2$2.•3/ 73#55 74-2/ R/ X78• disc. h'S R/ 74#49.58 7S'f4 382 7 7S#S3 Rf -52- j- 5/3.67 75#7372 75'b7 7L#00 1/ 2/4 LA 'Sac 52.00 74, s-,' Sq 7517,..0 72198 731-33 R7 2'!3.'7q e.._oA.oe,u.. o..... 03.21,6 -7viris 7 REll OVAL PLAN 415508(2 7 • A A AAA " AAAAA A AA AA ,c AV • rA A *A \A AAAAA %AAAAA 'AAAA" AAA 'AAAAA A A A AAA AAA :AAAAAAA AAAAA Scale A AAA ®44•11, �AAI♦♦��� •' �• n A A A n n nF T .Fi.♦_..♦•♦ IA..A\\ (� n n' .•�.A^ 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 AA AAA A\V AAAAA^ AAAAA A A A AA n A A A A ' A A A A T A Fes.. ••A A. �j n_n _e_ T��.�.�.����x..A.A_. ♦♦�♦ �Y.����� ♦�♦ { nn^A ♦♦♦ n n n n ♦♦� . n `n n n^A n n n AAA ^n Ann A A ‘,VAP;;;* ♦ An A n �A Anf�� An n ♦� ♦♦ ♦ A A A ♦ ^.. ^. 1. . ♦ ASA"�AA �. ^"^A"A A A A . A^A ♦♦♦♦♦ A ... - - 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^A A Ay eAF^A^AA AAAA^ ^^ AA. AAAA ^"A^ �A A A AAA :AA 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 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 .... i r ./. , .I n A n n A n A A A A n n AA nn An n n n n A n A n n 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 n A A A An A nAAAAA AA AA AA/,A A� taa,.44174::::• AA^; .HO ►�♦-♦�% 0'. AAA ♦♦♦rq♦%47••.tt, to4> ttin AAAA AAJ. A: AA AA AAAAAA REMOVEDTREE STATION SIDE DIST. SIZE 74.3-1 I/ 22 29" 79'79 LI 26' 2a " 80'03 Lt 26' 3/" 80'78. Lr` 2S' 22" 80'87' Li 36.' 20" 77.23 Lt 33- A/3.56 TREE CLEARING E GRUBBING (For Info motion Only) STATION SIDE DIST SIZE 79'-.59 LI' 25' l/" 7C, X00 -G 400 8/' 03 .fie REMOVEPCOMBINATION CURB & GUTTER 'REMOVED DRIVEWAY TO STATION TO STATION SIDE SQ. YDS. ' SQ. FT. 7C, X00 -G 400 8/' 03 .fie LI .0.2/. 80 58-3 76' 4,3 368 76' 72' LI 2% 38 20 77'08 / 253.92 77.23 11 33- A/3.56 7760 ' 77175 LI 3. 2o. s 5 78•/4 78•/9 C/ a5.96 - 7806 7 77`75 78.79 LI 26 p 1 79'33 i 3 79'54 1/ • -Va. 62 5G 80d/ 86'/9 It 22 2o: y6 LI 5aa • 3o 7942 81.04 /PI 7Sf 859.37 795.E 80F// 2 / 0 273 80#/9 8/'03 LI '3a• yo t 8/'94-78 8200 Lf 248 . REMOVEPCOMBINATION CURB & GUTTER REMOVEDWALK TO STATION . :. STATION ' TO STATION 76 FOO SIDE ' SQ. FT. L t -G 400 74-G3 3335 LI 393.70 368 74"/4 78'97 8/ //20 / 253.92 74172 77"08 L/ ' t7/.00 /44 77'23 Lf X77 �0 /S6 77`75 7816 LI 1 9-3o• 32 i 3 78-/9 • LI 78'47 /92 74-79 79133 LI 5aa • 3o 7942 81.04 /PI 7Sf 859.37 795.E 80F// 2 / 0 273 80#/9 8/'03 LI '3a• yo t 8/'94-78 8200 Lf 248 . 8/FG 4 82'00 19/ 734 • REMOVEPCOMBINATION CURB & GUTTER STATION TO STATION . SIDE LIN. FT. 76 FOO 76'00 8104 L t 8/f7// Sd 5568•-1 3335 39z6.7o x,A..OAoo..u.. o.,A..A o3.,76 7f�si3? /`Imo,C.‘3AL__ REMOVEOPAVEMENT' STATION TO STATION SIDE SQ. YDS. 76'00 82'00 8/f7// 3335 39z6.7o x,A..OAoo..u.. o.,A..A o3.,76 7f�si3? /`Imo,C.‘3AL__ No CS • REMOVAL PLAN 0 ca ttc I V qN ^ A^ N<.- A A A"A" AAAA / AAAA AAAA / A A" "A" AAAAAAA Ann AAAAAAA fi A / n n n"n n AI n n nn"A^n"A"A"n"n"A"n"n"e n"n"n"n^n zakAA12/7/ n A n n n AAA AA A A A nAAA" AAA " A A A" A .♦♦♦ A A AA A .1 A AAA n AA"AA A AAAA AAA n ',,,// AAAAAAA"A"A^A"A"A"A"AAA .♦ ♦�♦�♦♦./•A A A A A A A A AA AA"A"AA A.�.AAn"AA A A"AAAA A A/ r \� AAA,_ AAAA A A A.A A A A l l.�.��_.� 4L+I*lb4&I♦�,I�I� In"n AAAA A A A A A A A A A A A A AA A AAA A AAn A AA"" A A A A A A A' A A A A A A r'����������I _ a _ idN6�er Line _ /4(A://te.^747A^A^A^A^A^ -A A�. ... _AA"AAAAA"` AA A A AA AA AA AA A A AA AA A nAA AA AA A A A A"n AAAA AAA" AA A AAAAA�A"AA ^nAA A A n n A A A A AAA n A A _ __. _1 -- '- 1 /�A Ai��^ ��� ''n n A n A n nAn"nAn n ro�'A n "n"A" "A"n"A"n"n An"n"n"A"nnn"n"n"n"n"n��"�AAA"AAi"i. r� / An nAAAnnnnn A nnnnn Ai.n nnnn n n n n n n A"n n"n"n n"A A A A A A "A A• A A A A A A A �I 1 AA"AAAAAAAAnAAnAAAAAAAAA ♦O. 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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 0 N 7187 IS Tee 7145 ase,- £Or 5prM4/er 14 .a\ Mara Natelsals.S/ 3"G`as Lint - }_gir /0" btbhr [the -7 S"bar Line -1_7- .. S. • Li _9 n '1. s0wWwq lesteatta c BUIL1P' CURB RAMP STATION SIDE TYPE . PLAN NO 72 t 00 Lt ]SZ 303 72 t 60 . Lt. TT 303 75 t 23 Lt. ft 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 BEL r 6'o/c,eara- tefle,2/E,e CO,e 9 ( 11 S.A. No. /o Oa/ftO' AND. .5)-4 Ti On/ To o . BUILT' 8" IMPRINTED CONC. MEDIAN SURFACING , Si OE /27- C/N. A-7 38.3 '7/goo 7/138 7/166 7219. TO RT "Iet 5' N 72133 72--5 PLAN RT 2I.4::, 721-6o 73132- 76+60 Rt 72.2_ 73759 7..3 f- ?L 1065 /CT z . / MSS Ala N • CONSTRUCT/ON PLAN A 4,1C " CI N x /7_ - ww44- ;yr I 1 '% /o' -MM $-Water frioe r Vr"iiii'io' - - - - • ivtoateSads� G "4006 N3 3 AriliTtr MANHOLE TO GRADE . BUILT' 8" IMPRINTED CONC. MEDIAN SURFACING , STATION BUILD 8" CONCRETE PAVEMENT ; - '_ STATION TO STATION 76+46 SIDE PLAN SQ. YDS. 70+-86-65 3§43/6. 76+60 Rt *4 Lf- 331/x/ 1065 TyPc IT 75+4-101 i_;- 1' k 72+ 22 3788 5To Rt /7 71528 7s 6' 73+34. Rt37.63 30o E,,m,NgrEo 70 t 25 Rt. G "4006 N3 3 AriliTtr MANHOLE TO GRADE . BUILT' 8" IMPRINTED CONC. MEDIAN SURFACING , STATION TO . STATION SIDE PLAN . SQ. FT. 76+46 FRAME 70+*Cr 1/5 Rt I LI Z -T 3§43/6. .p" /o .37 8.? 8 7/ * 53 TyPc IT 75+4-101 i_;- 1' k 72+ 22 70 t 40 Rt /7 71528 7s 6' G "4006 N3 3 o_.....0)2176 NiN "`® \ '� �Oww� wOwwOAO • ti r. C S a AIL AL AriliTtr MANHOLE TO GRADE >io• �.4 ' SID SPECIAL 70 *53 PLAN I C STATION SIDE DISTANCE FRAME RING COVER TYPE 70*36 !'t .p" /o .37 8.? 8 7/ * 53 TyPc IT 75+4-101 i_;- 1' k 72+ 22 70 t 40 Rt /7 71528 7s 6' 73+34. Rt37.63 o_.....0)2176 NiN "`® \ '� �Oww� wOwwOAO • ti r. C S a AIL AL B.. D*ASPHALTIC CONCRETE PAVE 4 IT BUILVT CONCRETE DRIVEWAY, >io• �.4 ' SID PLAN 301- R3 70 *53 STATION Rt. . SIDE ' SQ. YDS. . + 901- 7G ' Rt. 2/* 94 /o .37 8.? 45 7/ * 53 , Rt r . -74F-J.1.051 k 72+ 22 70 t 40 Rt /7 71528 7s 6' 73+34. Rt37.63 30o E,,m,NgrEo 70 t 25 Rt. 6' z &S z • 92* x.35/ 22 a2 -4s5'* Rt Rt ."5-a /5 6.c,m,,j,9ra9 95 ' `70 5'4'6' 2- Z.727i Rt, Rt 24 `,- y 73 +40-- Lt. • 823.2o R/. 73+98 138 Lt. 69+98 224-4 Lt, 6' 74+29 Lt ►`�s26 /2 / 74*81 22+ LI: e-432.?8 74 t 34 Lt. RI 9 77 ` 24 53-.6 73' 4t6 93#-90 7-/Y7 G' 29-a ; it 94+0 R+- /1 76;4 7o T76tt00 . .e.: 40- A 44 /yc 73167 0444 /9r 62. // 7 7// Vanes -6,6- mS75*00 76- t 0675*28 B.. D*ASPHALTIC CONCRETE PAVE 4 IT STATION TO STATION . ' SID SQ. YDS. 70 *53 70-99 Rt. 29 ' 7/ * 29 . + Rt. 33 * 2/* 94 2*99 Rt. 45 Rt. 731/8 73- 20 r . 49 k 70 t /0 70 t 40 RI. /7 4, 6' For information only *4( 6" Asphaltic Concrete Pavement ' • C (15 InN • M-5508» 33 23 June 87 SCOIe: In= 20' Gas Lthe (3'7 Sea &vier the “Wer Lice :9") 41 iw����►����►- Nor� at+stiroSto -w-ws• t, ta...st���1A0tttt�«a��S�aSS-eal. eirn— 77.67 4473 ;75!/0 Ia6.g9 020. 0 ' /88. 63 1768 '/.516 //8..<P9 BUIL CONCRETE SIDEWALK, PLAN 301- R3 STATION TO STATION . SIDE WIDTH SQ. FT... 70.00 ' 70 / 5 Rt. 6 10 76. • £327/7,02 7/*4-a'y - Rt. 6' 30o 7/ * -64a 22+ 42iv Rt. 6' z &S z • 92* x.35/ 22 a2 -4s5'* Rt 6' ."5-a ' 73*6-9a/ 74*/-lni7/Rt. 5'4'6' 2- Z.727i 74 50 57 75 t14 -03o Rt 44'6' 6' `,- y /o/ 55- 78158 R/. 6' 138 69+98 224-4 Lt, 6' COO /2 / 22+ 43Y8 73+32 Lt. 6' 9 77 ` 73' 4t6 93#-90 Lt. G' 29-a ; it 94+0 744 /2 Lit Varies 40- A 74' 46`L`/ 74165456 L7 Vanes -6,6- mS75*00 76- t 0675*28 Lt. 5'e‘' /; 9 ' 75+26 76+00 61. 4'4`6' /20 '75153 7c/ 73 RI. 5-4' /79 " 70 te6 ,PT — /6377 7/too 7/4-/3 RT S.a' -Fa. 74, 7/to3 7/71/'i AT' 6' 47.ao BUIL-6-:CONCRETE BARRIER CURB, ��-- PLAN 301• R3 STATION .: TO r STATION SIDE LIN. FT. 4,O¢74/4-1/9 %Hs9:t7t/4 Rt. '10 '4' 54711-91.5 ?SS -*0075t13.5 Rt 46 j ci /6"+577y.5 25472- ASS' Rt. /, )I 75-177 77to8 RT 13 eirn— 77.67 4473 ;75!/0 Ia6.g9 020. 0 ' /88. 63 1768 '/.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'<xs Line v M idMdfer Line 4 x / 7 N CONSTRUCT/ON PLAN Ng Q M to N CC ti N st®®ext+Sa,e ��®®®�®®�®�®�®o®®®��®®®®o�:�, /// 4 h.a S. Bv1.L7" ' RAMP BUI LCURB STATION SIDE :: TYPE PLAN NO :. 84*57 Rt, Er 303 85*42 Rt. TIi . 3o 3 84*57 Gf 111 30 3 85 42 L.t. 111 3o 3 Varies -96.3 72 62 84+ Ca 82'31 /7 85 # 21 86+06 Rt Varies WO FOR INFORMATION ONLY Bv1.L7" CoMt E7E 6779,eRieie CuES inoo/fl O" C• A. No. // S.A. No. /0 /1/ To Sr/fr/o/✓ .S/OE A./4. Fr ..1/45r.9770 34toy F6d•7.3 kr X9,4/ SQ FT. Rt. 00 83+6-3oy Q's n.^n V1 -11/4 -1. I- j s[ o ;inn H '7 M-5508(2); 35 CO 23 June 87 14* > > 2 •' vcs/ /I>, STATION TO STATION SIDE .PLA N SO: YDS.• 88*00 86+00 Rt. t•Lt 33IR1 3070 3278. 2L/ 39:99 7a9, R3 220.53 1aas.a9 1397 /11 335. // 5"9. oz 660, x22,37 /0"Wa&r Lige BUILD' CONCRETE DRIVEWAY, STATION ?BUI LIQ CONCRETE SIDEWALK, PLAN 301- R3t;..: R3 FRAME STATION TO STATION -> SIDE WIDTH • SQ FT. Rt. 00 83+6-3oy Rt 6' £3(. sites 82+85 83+62 Rt 6' 219 83,- ;'416,7 Rt Varies -96.3 72 62 84+ Ca 82'31 /7 85 # 21 86+06 Rt Varies WO Lt. 3436.72 84 + 64 Se Lt 024 00 02 I /4, Lt �' 96 82-k 44 83+C3 U. 6' 342. 83+- 25 834-4435 GA ' 1/4 83+92 90 84 #72 L.I. .Varies 920 85f 2/0 810 -POO Cl: ` Varies -9* $.2.0-0..6-8at/6 A.7-. ootids -5-5',? a STATION TO STATION SIDE .PLA N SO: YDS.• 88*00 86+00 Rt. t•Lt 33IR1 3070 3278. 2L/ 39:99 7a9, R3 220.53 1aas.a9 1397 /11 335. // 5"9. oz 660, x22,37 /0"Wa&r Lige BUILD' CONCRETE DRIVEWAY, STATION ,v� I.:®�. PLAN. 301- R3 FRAME STATION SIDE . SQ: YDS. 83* I4 Rt. 20 /7.58 83'66 /0 Rt. Rt. /9 ;'416,7 Lt £825,29 82'31 /7 83* i4 Lt f'6/9,03 83*63 Lt. 3436.72 84 + 64 Se Lt 7%93 33 CI; 9 85. REcaA,srRuc.-rCo T 'MANHOLE TO GRADE SPECIAL PLAN I C STATION SIDE DISTANCE FRAME RING COVER TYPE 83#/4 • € 0 Type if B Scale: I nr. 20' 3'GesL.lx Ni CC XN �. y 44 k CO N W V 1 nn \\\\\\\\\\\\\\\\\\\\Ng,/ a a4e\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\r/`/ to ubfer ti M J tr) VI ti NNS N. N A 0 N N \\\\\\\\\\\\\\\\\\\\\\; J :s 414tet `\\\®\\\\\\\\ s:•:•2•Zo:®a„._ _ „tIt��`\ \\� ��\ *44 C _. \ , 1. CC t c ' l� a X CONS TRUCT/ON PLAN 3 "Gar tine /o"N6414/e BUILD CURB RAMP BUIL L 8 "CONCRETE PAVEMENT STATI*- TO ea /A- 7- ASPNH47? C COA16,QEra /,9vC MEAT SIDE ...57%,72 o Al To TYP PLAN NO 88126 55* 82 Rt, Lt. /6/.3/0 ,111 303 -71- 88 + 24 8 84-4Sg 62-/-Z� /6/3, 61/ IIT 303 D 421-- 73 47-- .2.I- 75 8710/ 82-33... 6 9-/-00 -ro 691,72. X r as-iNG 65-i- ,:3 ro ‘59-.3? ler o?3.$ TYPC = 65-1 SO To (5f 63 .LT 68.106 7o drf80 A.7- cr69-133 FOR INFORMATION ONLY Scale : /" 20' 4 0 1526 • T M-5568(2) 36 0 23 JUNE 87 BUILD CURB BUIL L 8 "CONCRETE PAVEMENT STATION TO ea /A- 7- ASPNH47? C COA16,QEra /,9vC MEAT FRAME ...57%,72 o Al To Sr/q ri o n/ SiDE To n/5 33' 55* 82 Rt, ,eT /6/.3/0 /553 62.-1'20 -71- ,er 8 84-4Sg 62-/-Z� /6/3, 61/ K 4-32. D 421-- 73 47-- .2.I- 75 8710/ 82-33... 6 9-/-00 -ro 691,72. X r as-iNG 65-i- ,:3 ro ‘59-.3? ler o?3.$ TYPC = 65-1 SO To (5f 63 .LT 68.106 7o drf80 A.7- cr69-133 ‘97433To 6974.5-7 Lr 7o too To 72foo AT' 7/i -co %0 7974oy4 ,'r fr3t/y ,Pr av 7'--85 — .cT V a 0 1526 • T M-5568(2) 36 0 23 JUNE 87 BUILD CURB BUIL L 8 "CONCRETE PAVEMENT STATION TO STATION FRAME SIDE PLAN SQ. YDS. SG *- DD 33' 88 *42 y -y. 8 Rt, $ at 331 /I'/ /553 Lt -71- X 8 84-4Sg Lt /6/3, 61/ Typo 4-32. D 8� " Lt !/cries .2.I- 75 8710/ 82-33... S 8-1-/3 RT' ,. 7. as-iNG 4-kiS'r/NS 0 1526 • T M-5568(2) 36 0 23 JUNE 87 BUILD CURB ADJUSTEDMANHOLE TO GRADE SPECIAL PLAN IC STATION SIDE DISTANCE FRAME RING COVER TYPE 8‘,*411 Rt 33' typo III 303 Rt SS,' 2¢ Lt -71- X 8 84-4Sg Lt 33' Typo 4-32. D 8� " Lt !/cries .2.I- 75 8710/ 82-33... S 8-1-/3 RT' ,. 7. as-iNG 4-kiS'r/NS 881•36.2 RT o?3.$ TYPC = A 0 1526 • T M-5568(2) 36 0 23 JUNE 87 BUILD CURB RAMP BUILD CONCRETE SIDEWALK, PLAN 301- R3 STATION SIDE STATION TO STATION .TYPE ..' PLAN NO ” 88 * 2¢ Rt. (' III 303 Rt SS,' 2¢ Lt 87. 81 88*29 X 303 36-9. 86- DO 86*7269 Lt Zo' 4-32. 8� " Lt !/cries -9a& 75 8710/ 82-33... 8'4.7.-e> di 8'6 *08 SPT 235.79 600.85 795. 7y iv; Sti BUILD CONCRETE SIDEWALK, PLAN 301- R3 PLAN 301-R3 STATION STATION TO STATION SIDE WIDTH SQ. FT. 80*66 86*- 9867 Rt (' 432- 2.86* 86 +95 82*42 Rt G' zga 87. 81 88*29 Rt. Varies 36-9. 86- DO 86*7269 Lt Zo' 4-32. 8� " Lt !/cries -9a& 75 8710/ 82-33... 8'4.7.-e> di 8'6 *08 SPT ,. 7. 7 y g 235.79 600.85 795. 7y iv; Sti BUILD" CONCRETE DRIVEWAY, . PLAN 301-R3 STATION SIDE SQ. YDS. 86+84--- 2t 49-x.2-7 87-/-6/ — 2t. 35 4/7a7 86 484 . Lt, /9. si7 235.79 600.85 795. 7y 169 Gos Service (Possible) 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 I /0" Water LMe +/0 Water Stop .Fxisri va a o r LIGHTING PLAN V1 N h rob"):2ro W, Existing St. Lt. Circuit Pole 59 Sta. 52+31, 34IRt. Existing Pole To Remain As Is. LEGEND SPARE BEND STREET LIGHTING UNIT PULL BOX CONDUIT IN TRENCH (NON= METALLIC ) -a- LIGHTING CONTROL CENTER -4 U w OD a_ to W TO 8E RELOCATED 8v HASTINGS Pole 62 22�� 31/ Sta 55 +Z4, 34' Lt. • Existing Pole To Remain As Is. 0 h • +38 SE Cor. Bldg.;, +4/ Gas Stop '73 Guy Pole Anchor `o U m 0 3Gas Line 4 Gas Line 4�O h + /7 € 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 Gas Stop +94 Gos Stop V r Sca/e: / =20' N ^ h N N N N N N. N co NO 1)., oz) N % NN NNIn /87 0 ////////////lr//i/�/iii/////i/i ///4%/////iii/,///J7////////7///////4/////7/////////// /iiia////////////////////// .s a 41 J m •••1 U V y cL Q W C W C3 oy�; a roti= = ro ro ^N 2.) Pole 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 a co 18/ Fire Hydrant +59 /0" Evergreen + // PP Anchor /15 /O"Evergreen /4/ /0" Evergreen t57 Fire Line Vohe 0 tO CO 'Pole 63 32 33 Sta. 56+110, 31 Rt. • Type SL -A-40-8-.25 Mast Arm = 81 W=8' O SHEET QUANTITIES +59 b /0" Water Line QUANTITY ITEM REMARKS .2a. 2 ea. Street Lighting Unit, type SL -A-40-8-.25 ZEA Relocate Existing Lighting Unif (Pole No. 60 (Pol... Ho. 42.) 'freq. 3o.1.5 26.9•L.ET 211 Conduit in Trench, PVC Sch. 40 /208 ' " LET Street Lighting Cable No. 8 USE , colt Street Lighting Cable No. 8 Bare 449 L.F. /0" Water Line Pole 05 ' 542, 56744, 4G71-1 , V, Type St -A-40-8-. Z5 tile Mast Arm = 6' I W.= G' I 58+5r / ea nil/ Box, type ,°8-A Sta..58-`47 New 4•Gos 1L 4" as 507.Sve-Gne. g c Y 129.5 ,Lighting Control Center No. 5 Sta. 581-4-74/5 145' Lt. ‘79/ iti 5MlyZon Ave • C WT .Po% 67 • Sta. 59,LOZ, 34'C ,, Type SL -A-40-8-.25 Mast- Arm = 8' W=5Yo' o 9 a A x v; t LIGHTING PLAN "Pole G9' Sta. G/702, Type S(. -A -40-8-Z5 Mast Arm =81 • Pok 7/ See Sigma/ Pans STA. 6/t9/ 36'.GT (VI '- rJ /0"Water tine Ot' 0 NM N N 1 N ti ON N ti J lfM NM MO - N N N N 1. /1 69 l 65' —t- 1 -r 1 Pole '73 r 1 See Sior/a/ Pans STA ‘z7,40, 36 �.T• v tY• / ` M✓ -> 0/ 407• /06 tit' v _f_ Nk) f JR 8IAnchor -Pole 66 13 Sta. 58'8 , 34' Rf Type SL. -A-40 - 8 - Mast Arm = 8' W CN N-2 ti M N<J N- ni v, rt Q1 a 777 /////l/// CPI ‘4 W1///////////7 // i/7/ a / -Pole G8 • Sta. 20702 , 341Rt.. Type 5L -A -40-&-.Z-5 Mast Arm =8' W = &' - 98 //„.r,r //// / /'// N 0 I:nee J1N9M (.n, RC' 7 ; M-5S0812)I 38 -Pole 74 S/a. 63/6G , 34' Lt. 7rpe 5t -A-40-8-.25 -4 Mast Arm=B' �, y W=7.3' ..,�Q \.) t4 -) 3V \SU '.) '`. W V k vow a Os 'I- 'S II + 62+90 3 /.5-c OA U Scale: /"_2D' l . o N S ti Son. Suer line f * Nb - Liae (o Gas Line (a") • "" ”' ///// /, 7///////////////// '' 1//////// / 0- Pole '70 See Signal Plans STM. Gin? 3't- ' gr 175 6rafe In/e/ SHEET Pole '72 See 5gr7al Plars Q 144//7/ TIES L45 .ir& be "-Wee 4 • Quantity Item Remarks ,6 ea. Street Lighting Unit, type SL -A -40-61-.2S r •/ ea. Put/ Box, type PB -1 9 912 LE 2" Conduit in Trench, PVC Sch. 40 '/OA•F. a" Ce Ni./0 ti ir iniTRaucf./ /✓)ETAC%IG ' / g 6 o LE Street Lighting Cable No. 8 USE 9.3 0 912 LE Street Lighting Cable Na 8 Bare '/ ea. Lighting Control Center 4 • ti N tc0 . 4.31 f7.M SW(orB/c9. kit -Pole 25 • Sta. 64 7Z, 33.3'tt. 7kpe SC -A -40-8-.Z5 Mast Arm =8' G/= 5�2' / t. CS Ch In .Pole 77 Sta. 66*53, 41' Lt.. Type SL -A-40-15-.25 Mast Arm = 15' W= 9V2' M1i LIGHTING PLAN 'Lighting Control Center No.,6 Sta. 671-01 • /70 , 1G7 Lt • m c 1 t “lfriNt • M M M Sr, Sewer Lite • N LO' meter zinc, a a- Gest, y //////////////////////1-///////7/ H M (34 nn tn co H 44 0 7 \O C} V• M m M N rr N N W 1 aoa' 197 M N m kti L •Po/e 7G • Sfa. G5+G3,33.3'Rt. Type SL -A-40-8.75 Mast Arra =3' GV= 73' 'f3 l — — a —•a 110 role 75• Sta. G8 4 5'7,33.3' Lf. Type 5L -A -40-8-.Z5 Mast Arm = 8' Gt/ = 23' ///////////////777/7/////// , ; ; 7/7///// 4784557 MAI -i88 6refeln/e4 U h X ? ea Po// Box, 7ipe, P,8 -f Station 67#07 Rt. 34 dnd It 34' . 6m4727- %///T%// 7/////////////////////////, / iii/i / ///// // , ; 'C • N J Vr. ion 4/-SS08(2) 3C1 N Scale: /"-26' /e J , lis LJre (3 71 SAW. Soirer Line , Pinter /the (/o") o Cain /ine (8'1 62' .Or -O �•�tj •Pole 78 • Sfa. G'77`44, 4/3'g71.. Type SL -A-40 -/5 -.05 Mast Arm =/5' W= '7' SHEET O GANT/ r7ES 6%,-513 33.3 "M' / // / /-// ; %////%/ {Po%8fl• Sfa. GS 4 38, '811. Type St -A -40-2-.Z5 Masi Arm -61 «/= G' s In Y. ?i 701-00 3/. S Quantity I/em Rernarks • / ea S/reef Ligh/thg aro` type SL i9- b-6 -.2S •2 ea Sireef Ciyhtiny On// type SL -A -40 -/S -.2S •3 ea Street L/9hfin9 Unit type SL -A-40 -8- .25 • 2 ea. Pu// Box, type PB /283.5 2' Condo/7 in Tench, PVC Sch. 40 124G LE- 2567 2492LE Street Lighting Cable No. 8 USE /a 83.5 I-246LEStreet Lighting Cable No.8 Bare '/ ea Lighyiny c ,,/ro/ CegYer , 0 In Y. ?i 701-00 3/. S 0 3"e�`stne Sn. Sewer Cr - N N N N Pole 81 Sia. '704-35,34' Lt. Type Se, ,4 -40 -G -.Z5 Masi- Arm =G' W= 5.5' C 16S N onimes - w Po/e 83• 51-s.71,`, 4/V.' Type SL -A -40-12'-;Z5 ' Masi' Arm = 12' W-7' 7/i•70 1 __ N N Ki 60 ;5f3' LIGHTING PLAN Pole 84 58 - Sta. 7Z 'L567 40.5'Lf- 77/pe SL -A -4O -l2 -.Z5 . Mast Arm =/2" 7' 20� 20l 44, til Pole 8G N.33 Sfa. 744-56, 1.3dt.Lt. • Type SL A 40-6-.25 • Mast Arm = 611 W= 5" 'J1 ,41-5.0a0 40 ale 877, ya Sfa. 75L ''d . TYPe SC -A-40-121.-25 /Was/,4r/77 =12' W=7' • h Scale: /11: 201 ` Gas L 1.m (94.) io" udder Line -2 tams- L+ne- N 'u . N N N P' N N J , /0-141,24,A ... B aferAke C` N N_ VSO M Li I' tnskk N 4. 0M Pole 8E • 33 SAa. 7/"- ZS, - -Rt. - Type SL -A -4O -C -.Z5 • Mast Arm = G' W=5' 4. 54. %N vtio a Pole 85 • S18. 7378,'Rt • Type SL -A -40-C-.25• Mast Arm = C' W-5' • SHEET O L/,4/V T/TIES #4-74 Set P}1- M on.Sr,erLiie Lite (5) Pole 88 i.r a3 Sta. 75 e• 30,34' Rt. Type SL -4-40-G.-.25 Mast Arm =GI W=5' l Quantity Item Remarks S ea. Street Liybti»g Chili's, type SL -A- 10-z,-.2.5 .3 ea. Streei Liyh/ing Unt, type SL -R -a0 -/2-. es #07 E L.E Z" Conduit in Trench, PVC Sch. 40 ' 1067 (got /5 Street Lighting Coble No.8 USE . 3415 /1.074 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 St -A-40 -G -.Z5 114ast Arm = G' W=5 Q � X X IIN vz 6' C M ( �o v) V) x 1. /7o" I -/n ` 182' N _ ,,- T7�+----"-" s - —^- - -'w- -- " " jam 'y am'• IC LIGHTING PLAN Po/e 9/ Sta. 78 #OC, 3' Lt. Type SG4-40-G -.Z5 Masi' Arm= G' W-4 eo Po/e 33,2 33 Sfa. 79 4'6'7 34' Lt. Tg, 5L-,t-40-CZ5 Masi' Arm= G' W=5' Pole 94 e Stgr7al Plans 57/. ?Otto 36 T- J. KO",D TE FED. AID SH4_T NO. NO. MSS08(2)! 41 Pole 97 See Signal P/ans S7A.S/t70 38"SSC"T 'r„ a cdm 0' N I� N Scale; /":20' `1 reds Lne-I Jr 53ni.SewerLint 5"/rider Lux,/ d M C'. ANCHOR BOLT (4 REQUIRED) BOLTS 8 BOLT CIRCLE PATTER BYPOLEMFR. -- - N to N N BARRIER C 24" SQ 6,E i �. 1411)(1NGds AR i o,f'j so .� 5/8"x I6' GRND ROD I NO: 4 RE -BAR (8 REQUIRED M I- INCH PVC CONDUIT SLEEVE. NO. 6 RE- BAR (16 REQUI ED ) I" PREFORMED - EXPANSI.N JOINT 3" MINIMUM CLEARANCE BARRIER CURB lir riff, II II II II I I I! II II II II of I II II I I II IL II II. II, I I I I II II II II it II II II II 6" 2'-0 JOINT KALI NG FILLER lOT UR TYPE)PO4 2, - FILLER PO (e 90 35K7e' 33 S ;e7- 571/2. 77 #09 34.5' Rt. Type St -A-4O -G-.Z5 Mast Arm -G' W=6 Po/ 35 3 p Sfa. 784-33 ' Rt. 33.6E ,CT Type SC -A-40-6-.Z5 Mast Arm=6' , 4 fl N 2St 4 c ec N tel «'1 N C\ See Siyna/ P/ans SHEET S3' F5S Pole 95 See Sigma( Plat -75 .5 74. Bot I'6 r0.5"ET Q UANT/T/ES N. ,^ , /o"u(icrLae n In / Quantity Item Remarks Sea' Street Lyhting Unix, type SLA-aD-G-.25 //6.5: 5 1158. L.E 2" Conduit in Trench, PVC SCh. 40 x331 .22-346 L.F Street Lighting Cable No. 8 USE //t.515 H-68 L.F. Street Lighting Coble Na 8 Bare SZ'foo zy.s-;eT Pole 96 See .Sigma/ Plar z3 STA, V /r- 70 h0'.2T I a to fsico '"1 ii'riC4 en oX /2 Pole 98 6cl $ta. 8Z't-se Type .51L-4 - Masf Arm = /A/=4.8' 3.2$' 3'I' U. 40-6 .25 C' /a I - I LIGNTING PLAN Lighting Control Center No. 7 S ta. 83'055 4S1,Lt. /43 N tzci CC \ N Pole /0/ Sfa. 8442,0,40'&1. Type SL -A - 40 -/g-.E5 itlas1Arm= /Z' lrf/=72 00 N 33 cr m n1 M M /o"Nofer Lig S'r4.• ?Ws -6 3z T7 1 2ea. Pull Box, Tice PB -/31 • Station 82*98 Rt. 3t'd,7e'Lt 34' s sv.f?or- ?$foo .&r 3/1 Pole 99 59 .?3' Ste. 834' Rt. Type SL -4-40 -G -. Z5 Mast Arm = a' W= 4.8' 79/ k / 'Pole /03 /a. 65440,5S/5i GS.. Type SL -A -4O -/0-.Z5 rules/. Arrn = /0' G%= 7' / a /L/ii////1 i/i M M N ti0 STA. 85tsa 4- 4- * 0 M , .f% tine 13.4 e'er" T%,7//— //� 0, r ( Ya N X .Pole /00 84' .Sfa. 84 +- 9 , 38,,T;;871. Type SCA -412-7/0-.Z5 Mast Arm = /e Gt/= 7' 8S/S6 -Pole /02 *a. 85v-35, 42'P,f- Type 5t -A-404-.05 Mast Arm = +2 w= a' SHEET &OA/VT/T/ES A M:SS08(z 42 Seale: /".• 20' Quantity [Lem Remarks • 2 ea. 5treef /iyhfiny Unit, type SL -#-40-/2-,25 • 2 ea. Siteel &phfing Unit /hoe SL -A-40 - /O -. 2S . ea. Sfree/ 4ij%//n.9 Unit; type .SL:9-Q0-6- 2S ea 2 Pull Box, type PB-/ 457 6.a 832-L.E 2"Conduit• in Tench, PVC Sch. 40 1a� 17ap 46641.E Street Lighting Cable No. 8 USE `a a 832 LE Street Lighting Cable No.8- Bare • / ea. Liyh/iny control C'sni`er: ce ec 211 3'6.2sLhe "a ti 10' Nbfer Lute -, M CZ; ti 143 (3.4 J 0 °4-. 3� r A. .^ k 4‘c co f co Relocate_ 1k int %\e.T9fe. SJ.. -t sty, 88+aS v - I ea ‘Y/Sr/A16 .L'LNT ^LE 9G'4r C 3�'3G' ti Co N Ltr -941 +' N ram pagatik 0°4 \ O' bo �/ / bo / C ro NI iK Qo o lj fed t, ti(a ;o W 'Pole /04 33 57161. 86, f 36 Rt. 77/pe 5L -A-40-6-25 Masf Arm= G' W= 48' a k SHEE 7 - r'2':'./' FP'tag 30.5 135 N NAM 68t57 313. tS' QUANTITIES Pole: /OS Sfa. 8'7+ Type SL ti/asf A W= 4.8' S7t97 ga.5'Rr b t LIGHTING PLAN n i 3 "Ger Line 1 /a NKPrL/ne 88*3q, 5 30' kr £x/ST/N6 Contutr �a ' Rt. -A-40-c2-.Z5 rrn=(2' Sco/e: lea. Ault 30,c , -ripe Pg- syn-3 B-s&fl- Rt 4'a' S/6 NA,t AIX S' STA. SSYa3 -Y6 r;e7-2 a it RC ^D T— Ien 7 M-550812/ ! 4-3 ,57T/C-- E T ,C.. /‘,4/7- /A/a • L'4B,C_ a No 8 PouJre / x -s Sou,ecS ..5-7-.2. 8! t88 5a• S -,er To ,' B• ca. 5Th' . SS fa 3 -5/0 ',p'rLau/92_5 -y 4',&-S , ,20,n 3"o 't/E%eTc, z_ /A/ Quantity Item Remarks I8 to 3 4'6 ' gr Edon x- s iu,,e65 n T -V ..c/,11 /'7".-- il.t-/� r T Po/ -i- Bax SiA• SSTa3 9.2',e7' ro Ex/s;/A/6 ,C/(//'r /,c.e- S'r9• 51'1%2E13/4 5. 96'.cr s4t./Ah..S V et/..es //r /ay A/.✓FT awes,v,, 55-a.- ..z/A/..------7---- • 2 ea Street Lijhi'inq awl, type SZ -47 - 46 -6-. 2.5- 5• 4,44sox STA. yet a3 4.42 -1,7- ro.GPS'TA. ?etas-9/�T E u,92.s T3.ctil, r •ect .-Pu1\Box ripe R$::- 5"09. 88ia3 •f<a-,e-7- /jos L.F. Z"Conduit in Trench, PVC Sch. 40 130 (gate 86A L.F.Street 130 L.F. Lighting Coble No. 8 USE Street Lighting Cable No. 8 Bare 2 cneL�s s–,�, �� � To �'a Jos E` k,-4' / qt />'D\li,C F"nr'T so v 57,, ecroo r0 A,,c,e ,os /3/ Sco/e: lea. Ault 30,c , -ripe Pg- syn-3 B-s&fl- Rt 4'a' S/6 NA,t AIX S' STA. SSYa3 -Y6 r;e7-2 a it RC ^D T— Ien 7 M-550812/ ! 4-3 ,57T/C-- E T ,C.. /‘,4/7- /A/a • L'4B,C_ a No 8 PouJre / x -s Sou,ecS ..5-7-.2. 8! t88 5a• S -,er To ,' B• ca. 5Th' . SS fa 3 -5/0 ',p'rLau/92_5 -y 4',&-S , ,20,n 3"o 't/E%eTc, z_ /A/ MA) To in Feer U j/ 2 C 6,e',e.,„4/..a. 752 -4• //t/ , r Rik I_ Bou R 8 a STA . S' t02 3 9,2 ,Qr To Z,c//r /41.4-6 Sin. I8 to 3 4'6 ' gr Edon x- s iu,,e65 n T -V ..c/,11 /'7".-- il.t-/� r T Po/ -i- Bax SiA• SSTa3 9.2',e7' ro Ex/s;/A/6 ,C/(//'r /,c.e- S'r9• 51'1%2E13/4 5. 96'.cr s4t./Ah..S V et/..es //r /ay A/.✓FT awes,v,, 55-a.- ..z/A/..------7---- P2.2.1ox s;,9. rtta3 yateT ro iE 6.9s7" .S..oE' ,6,ec area:!/ , lag „rvE• Two eA../h gs r 9' ,c./.v,'7-stie-,,,, /To /Ail, /-77-- =r4,44 4,44sox STA. yet a3 4.42 -1,7- ro.GPS'TA. ?etas-9/�T E u,92.s T3.ctil, r • Ph.,c en' SrA . sl. a3 a/a'e'r 72) ,c. R Errf-2 y' r au41-s rah/At. Pr SCHEDULE UNIT LIGHTING UNIT NO 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 ti 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 34'Rt. 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/tier C4,-46 7709 91 78+00 34' Lt. SL- A-40-6-.25 92 •• '. 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' II 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 I 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 I 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 - VOLTS VAR IAT NS O 1 UNE -OPER I AMPS LINE WATTS ALLOWABLE LINE IPVOLT 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 I 2 Pole 8.1 8 6 70 -88 I 2 Pole 24.3 8 7 89 -105 I 2 Pole 23.0 8 FED. R040 o,v •o. STATE FED. AID PR OJ. NO. SHEET NO. 7 NEBR. M-5508(2) 44- 6 -23-87 2" (IF ir 1i DIAMOND CHEIC)<Er suP17),CF C 9' 6- LI;m "oda BOT OM co 15" ,/2.• 2' 33 CR ?' MA MA 20" 16" 4 7, 2" I z4 C z I, vvk c.v. C a (.14.N14 -FEL (1: -4•L T" OR TO UN - D ST JRBE F APT )-4 0 DRAY). cd'')E 4.5CATE-J AT Le_rn PT OF PULL BOX sEcmir4 1. C Tr,NDOIT S4. EE — 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. I POLE FOUNDATION CONCRETE OR PULL 80X CONDUIT z X 0 1 3 - END VIEW CONDUIT SLEEVE CONCRETE ELEVATION CONCRETE ENCASED CONDUIT FED ROAD REG NO. STATE FED. AID PROJECT NO. SHEET NO 7 N E 8R M-5508(2) 4'6 - (SEE SCHED,6L.E) TRUSS TYPE- OVER 8' LENGTH SINGLE MEMBER - B' LENGTH- OR LESS Lu D C LU Cr) la) (41-) 1/42, Li) z y MOUNTING HEIGHT STREET LIGHTING ' UNIT \i EXAMPLE: SL -A-40-15 &12 - 0. •• N' • • N• •• • • •• ‘,N4 • • • \ N \N NN 'Sr • • N • N '1 .5, A - ANCHOR BASE 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 • 5 - 6" (TRUSS TYPE) 3-6" (SINGLE MEMBER) MATERIAL STEEL OR ALUMINUM SECTION : TAPERED, ROUND OR POLYGONAL FINISH : GALVANIZED (STEEL) OR BRUSHED (ALUM) H ANDHOLE 6nx 4 3.8" , 900 CLOCKWISE FROM MAST ARM BREAKAWAY BASE BREAKAWAY SUPPORT COUPLING MEETING AA$HTO CRITERIA Cr CI Li , • TYPE OF BASE (SEE SCH! :', E) " M\ 7 ION ROL NO INE EE JN9ATON S-4FET k. 27" ' 12 ( APPROX ) f DR DE T S • a STATE OF NEBRASKA DEPARTMENT OF ROADS DETAILS I NuR DWN BY I PROJ NO - APPROVED SHEET NO I1/00 41 -fl TRANSFORMER BY UTILITY -1 I 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 Og 11" 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- R:GiC METALIC CONDUIT SHAL_ 3E GAL ICE:. MALLEABLE IRON CR STEEL. AL:MINUM OR ZINC ALLOY RITTINGS - PERMITTED. PROVIDE A "T" TYPE CONDUIT DRAIN WITH. LEAS' AT THE LOW POINT IN ALL CONDLIT ALL CONDUIT TERMINATIONS SHALL HAVE BELLS U,S RT. CF ;RAVEL ELECTRICAL SERVICE LOCATION IS APPRO<Iu:.`_� - LOCATI,N tiiLL BE AS DIRECTED 3Y THE ELECTRICAL UTILITY ;IN: .-'E PR;.IECT MANA.;ER. ROUTING FOR CGND„IT IN LNC- AS S -<,w•, MAY BE ALTEE: BY PROJECT ,MANAGE; IR NECESSARY S.JIT EL: -CNDIT: '.S. IN PUL_ BOXES DR POLE EASES .I•- MI,;L ECTION OF EACH .%-'LLE SHAL_ BE - E_ .:;- PESuANE^:' OF RIGID PLASTfl META. n:7- `MG..S E: ,R ENGRA,,_ LETTERS I/2 -INC- MINIM„v 1 T, Sr ..._.,RED by NYLON STRAP TIES. LIGHTING CONDuIT TR.=.--.. H;NAL .''. mAY BE LAID 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 U.L. LISTED. ALL BOXES AND CABINETS WITH ACESS TO ELECTRICAL COMPONENTS MUST BE PADLOCKED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL PROVIDE PADLOCK DURING CONSTRUCTION PERIOD. AFTER FINAL ACCEPTANCE OF PROJECT, MAINTAINING UTL TY OR ASENCY WILL PROVIDE PADLOCK. AN EOL- PMENT GROUNDING CONDUCI)R SHAL.:. At: BONDED TO A_L POLES, TO THE GROUND ROD AT EACH POLO, CONTROL CENTER AND/OR SERVICE LOCATION AND TO ALL. METALLIC NON- CURRENT CARRYING COMPONENTS. CONDUIT UNDER ROADWAY SHALL EXTEND A MINIMUM OF 2 FT. BEYOND THE -EDGE OF THE ROADWAY SURFACE (INCLUDING SURFACED SHOULDERS). I - 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 C'l. 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 EOGIPMEN' F'R PROPER DISTRIBUTION, PRCTECTIJN, AND CONTROL OF THE SYSTEM AN^ S"ALL BE SUITABLE FOP OPERATION ;N T"PF nr ELECTRICAL SERvI'E-'.AILABLE. MOUNTING AND INSTALLATION OF C`-:N-R.IL CENTER SHALL PE Ac FERROUS HARDWARE MOST BE GALVANIZED P PLATED. CONDUITS WHICH ARE FASTENED TO A STRUCTURE, WALL, OR POLE SHALL HAVE ACCURATELY FORMED OFF -SE'S, OR SHALL BE PROVIDED WIT?' ;r;_ SET FITTINGS AT THE ENTRANCE TC- .'.OYES, CABINETS, OR OTHER OF - VICES. ALL WIRING MUST BE NEAT AND ORDERLY AND SHALL OMP,,APPLI- CABLE SECTIONS OF '-E NA'(ONAL ELECTRIC CODE, LRDEN' E:;ITICN. THE CONTRACTOR SHALL INSTALL CIRCUITS AS SHOWN IN PLANS. THE CONTRACTOR SHALL COORDINATE HIS WORK wt-... '•.E SERVICING THE PROJECT. THE 'UTILITY SHALL PR(;vIDE SERVICE AT THE APPROXIMATE LOCATIONS SHCwN IN THE ENCLOSURE RELAY L''CAL L"LI-v ELECTRICAL PLANS. RELAY SHALL HAVE A ..AST _.,M:NJM wEA'HERPRCOF CASE >IMI.AR ILLJSTRATION. DOUR SHALL BE HINGED ANC '.ASKFTED, AND SHAL. ''VE PROVISION FOR PADLOCK. PROVIDE WEATHERPROOF HuB5 FOR ALL 'N - DUI' ENTRIES, AND CABLE -GRIP BUSHINGS OF CORRECT SIZE FOP AL: CABLE ENTRIES. MAGNETICALLY HELD TYPE DESIGNED T4 CARRY FULL RATED LOAD ..'N- TINuCLSLY. RELAY SHALL PROVIDE RELIABLE OPERATION WITHOUT ,ON - TACT PITTING OR WELDING, AND SHALL NOT REQUIRE PERIODIC MAINTE- NANCE. EXPULSION GAP LIGHTNING ARRESTORS SHALL BE PRnVIED 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 COIL 120V — 60 HZ I20V —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 TOPREVENT 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° H( N. ROADWAY LIGHTING BASE "). A :. R�'�E ri ACCOMMODATE �''•J: ._,‘CEL' 11N PPL,EIT TAPPET; HA, vA.NHZED W'RE NI f COPPER x 6' CONDUIT ENTRANCE SPPOSTTE SIDES) 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 : 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 I" CHAMFER GROUND ; 'NE " MAX PROJECTION 2' RADIUS -90' BEND J NC. 6 .AWL BARE CU GRA UND JvIRE rG SRCLNDIN _Jr) POLE :>HAP Ni I/ ,r M.N PVC CONDUIT .1/4). II 11 M•N 5/8 x ^ MIN. GR'jUND RCD .-- -r---w z L _ J M - 14 MIN. P/AD•US 2 O' WEATHERT Gm AP ON SPARE BEND ' 4" CLEAR DIST (ALL SIDE) S CONCRETE FOUNDATION I REINFORCING STEEL ANG !.NCHOR BOLTS NDT SHOWN.) GROUND ROD INSTALLATION THREAD LENGTH ' 1 cc -GALVANIZED 4" cr w ce O 3 — _ a U u_ UJ3 o- Z cn < v r m ANCHOR BOLT DETAIL • WED 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"0 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 61-0. 1-6' I 6.. 8- 1-40 4 J 10.. 50' 6'-0 I-( 0' 6'-0" P RADIUS.90° H( N. ROADWAY LIGHTING BASE "). A :. R�'�E ri ACCOMMODATE �''•J: ._,‘CEL' 11N PPL,EIT TAPPET; HA, vA.NHZED W'RE NI f COPPER x 6' CONDUIT ENTRANCE SPPOSTTE SIDES) 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 : 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 I" CHAMFER GROUND ; 'NE " MAX PROJECTION 2' RADIUS -90' BEND J NC. 6 .AWL BARE CU GRA UND JvIRE rG SRCLNDIN _Jr) POLE :>HAP Ni I/ ,r M.N PVC CONDUIT .1/4). II 11 M•N 5/8 x ^ MIN. GR'jUND RCD .-- -r---w z L _ J M - 14 MIN. P/AD•US 2 O' WEATHERT Gm AP ON SPARE BEND ' 4" CLEAR DIST (ALL SIDE) S CONCRETE FOUNDATION I REINFORCING STEEL ANG !.NCHOR BOLTS NDT SHOWN.) GROUND ROD INSTALLATION THREAD LENGTH ' 1 cc -GALVANIZED 4" cr w ce O 3 — _ a U u_ UJ3 o- Z cn < v r m ANCHOR BOLT DETAIL • WED 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"0 BARS 4-.1/2"0 TIES GRND. ROD NOT SHOWN.) STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A CIRCULAR B STEEL CONCRETE 30' 2' 0" 5'-0' 50 # 0.58 CY - 4 0' 2''- 0 ' 5' - 6" 55 0 64 " 45' 2'-6" 6'-0" 63 .. I 10 — 50' 2'- 6" 6.-0.. 63 •' I 10 .. A C, : 'A S „47 "CC , CONCRETE SHALL 4" Ces Lr Ss/Steer hoe. --fir /0"-W&fer Luse 1. R N \9t- o VM N N J n N M f 0 \9 C N n, N M r , , 4.31 Q Q1ro`c) V n tc X , GENERAL NOTES: Ln x • 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 bock filling 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 c M ti A SIGNAL PLAN ••/ ea. Comb. Mast Arm Signal & Lighting Pole, Type CMP - 36 -30 -IS, Po/e 7/, Lighting Plan "I ea. Traffic Signal Controller , Type TC -2 with Cabinet ••4ea. Traffic Signal, Type TS -I w/T36 Face 02 ea Pedestrian Signal, Type PS -7,w/723 face: -2 ea, Pedestrian Pushbutton, Type PPB ••2 ea" Yehicle Detector, Type TV - 5 Station Llt.9/ Lt. 36' N M 1st- NI NM N y 6X5 niQ 1 6'x 10 12"1 m C sc - s r 1\ V iV v 00 N e fa ETV_ , NM Ci 4, ti •'J ea. Pull Box , Type PS- / •lea. Vehicle Detector, Type TD- 5A Station S}27 Lt See Lighting Plan 1 7 • L )tiny Pole ;Type SL A �� /Q .25, Pole 73 ' • Bee. Pedestrian 5igna/; .Type P.5-/ 40/t23 lace •'2ea Pedestrian pushbutton, "Type PPB Sta, 62+60, Lt. ',36' / j / A 1 1/2"-347 1 21//2<-2W 30'A,� I /LI 5558(2) rj C I -I/2° s4i2e(2M (1-1/2" PPB. //////////////A w W 1 h 9 c I' / ee. Comb. Mast Arm Signal 1 Lighting Pole, Type CMP- 30-8, Pok 70 Lighting P&p ••2ea. Traffic Signal, Type T5 -1 40/T3Z) Face • ••2ea. Pedestrian Signal, Type PS -I to/T23 Face. •-2 ee. Pedestrian Pushbutton, Type PPB Station 61+87, Rt. 34' - See Lighting Plan For Luminaire Details h SHEET Q UANT/TlES t,` NLrs w c9 9 M . SO ?q,4•4 a 1 9. ^W0 ti h f n Lc; N ti` ' San. Sexer Line. p( Y ••.•pB 56 '(2" a 6'xla' I t 11 r Quantity Item Remarks / ea. Comb. Mast Arm 5iyna/IL yh/hy Pole, Type OMP -30-30 /5 , Galy. 40 ' Mount/ng . Height w/ Luminaire I ea. Most' Arm Signal Pole, Type MP -35 Gall/ Pole '/ ea. Comb. Mast Arm Signa/1C9htin9 Pole, Type C11,°-30-8 Goiv. 40 Mounting Height w/ Luminaire •8 ea. Traffic Signal, Type TS- / w/T36 Face, Beck Plate, Visor. ' MA -5 Now/ling •8 ea. Pedestrian Signal, Type PS- / w/7?3 Face, Visor s` 8-4 Bracket '/ ea Traffic Signa/ Controller, Type Tc -2 cu/ Cabinet, Sem,.-Acivafed, Sec-one/art - I ea. Street Lighting Unit, Type SL -A-40-10-.25' 40' Mounting. Height w/ Luminaire ie ea. Veh/c/e . Detector ; Type TD- 5 a x i0" Loop, 4Turns, ISMA 51-5 • I ea. Vehicle Detector, Type TD- 5A • 6" G' Goof, ¢Tarn, ISMA '51-5 240 4-94 G.I." /VC 4 /a AW6 Traffic Signa/ Cable I y/4-9/9 /9 0,- 20 %/ 59 Nor 20 y49 4 / / •/ / / / / //////74/2 /7/////// • 1 ea. Mast Arm Signal Pole , Type MP - 35, Pole 72 •2ea. Traffic Signal, Type TS- I a,/ T36 Face •2 ea. Pedestrian Signal, Type PS -I •o/T23 Face '•2 ea. Pedestrian Pushbutton, Type PPS ' • 1 lea. Vehicle Detector, Type T D - 5 Station ,.62 '41 Rt. 39'6-a i-.36 39 ,er N Scale: /11_20' /4h4 L./d2, (o D2 Fs rvf vL a.,,,, • 8 es. Pedestrian Pushbu/ton , Type PPB • l ea. Pull Box , Type PB - J 190 1.80 2" Conduit in Trench Metallic LF aoy.s F. 1-1/2r, Conduit in Trench Nonmetallic etiL. 23? /83L -F 1 1/2" Conduit in Trench Metallic ,' 240 4-94 G.I." /VC 4 /a AW6 Traffic Signa/ Cable I y/4-9/9 /9 0,- 20 %/ 59 Nor 20 y49 4 ‘.5 , 7/C # /¢ AWG Traffic 'Signa/ Cable Street Lighting Cable. Na 8 Bare See Lighting Plan - - 237 LE -f/C Defector " teed in Cable \' " Be/doh' 8720' or4garr • -yr 2-36- G.F" Service Cable I/C #6 AWG Copper Street , Lighting Cable, Na 8 USE \ See Lighting Plan iqo Grounding Conductor I/C #8' Copper, Bare L.F. D2 Fs rvf vL a.,,,, R Pall Box, Type Magnetic Vehicle TD -3 Station 64 4-80 GB-`$/ Detector , Type If. 33. 32 ' , ,,. to '.n 1 1/2"-92' 9o'4c/////////4 5o'57t n-1/2" 9 1 - SIGNAL PLAN a ////t/2//////////////4 grit Sewer Line if N M M M N ti ////////////////////////////// // b / J H M ti 0 m r— rl ea. Pull Box, Type PB -1 [Sta. 67+14, Lt. 33'. 16112-3-31 1.122—te-L .S 've. y0 'STEEL T s U 11 2"-24' 1 1/2" ' re - 1_1 ig_„ -49' STEEL Ll a 1/3 S6'Wide Cont.W/k 7 1 1/2"-4z' So' sredc 4 41 kr 0 N 0 iA9-5508(2)4t zq Apr,/ 87 N .Scale: /".= 20' ass.thr..ce-j arsine (.37) M ro M N to h 0 N M 7/,////////////////////////////////////////////////////////////////////////////2///////7/2%//////]2//////// /i//// / / / / / /9 II I SIvz arver Line , Rider /file (0„) Caw Line (Bi) I /// 4/ //`i%////// to/ J/ P/ Yi SHEET QUANTITIES Quantity .1- teen- Remarks 0..' ea. Vehicle Oetecttol- , Type TO -3 290 ' 463 Li 1 1/2" Conduit in Trench Metallic 3/S. 50 -9-&('/ 1-1/2" Conc/cvt in Trench Nonmetallic 0 -8.1 F, 2/C Detector Lead in Cable IMSA -50-2 . or -Weldon 8720 or. equiv. 6051,So L.F.- 7/C #14 AWG Traffic Signal Cable IMSA 19 or` 20 G to. Pull Box , Type PB -2 4a.. Pull Box, Type (PB -1 e"G O ta• 5 /37 /8`Ticc 716 AS- cr &' .S/'nn/!/ter /e//2""Zee •1 ea. Pull Box, Type PB -I Sta. 70r14, Lt. 33' r'O/ /2" Tree /Zf /5" Tee 39 /Z"Tree /8f L. /> Aeh-'r w NL W +62 /O`Tree "k*de Side wi/E SIGNAL PLAN .1 ea. Pull Box, Type PB -i 1 Sta. 723-96, Lt. 33' M 7 1- n 107 �' .Q7.7 w/5vo Bare 16..' Ma,/ Sox 1522 ¢ ceundors FED ROAD DIV N0. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. M-5508(2) �B 4 ds/rde eon Sdewd/k Scale: IL,20' •1 ea. Pull Box, Type PB -i Sta. 75+9-, Lt. 33 a La_92.11)4.t_ puc ,3'6as Gne iI ( N .30p. Sewer Line /D" Wafer Line -t 8"63s----- ! O/ Waley Set, CO N N �N airadt 11110 STEEL.. 6"PJC. J pt/. 1N CO N N b N N N 4i M N ( NI N N NN N N T N Q INN N N N N N N J la`G/alet Mai £34 Idalex MVP) a 'S 4 -'0! 3°Everyveen N v k U r� +30 t, 0 Anehor m on t N P N NNS `IC 10 9'Eveigrrin N M M 1 r0 ti SHEET N \ Sdn. Setuer ((dte Wiley Line (S) QUANTITIES C N V a Quantity Item Remarks 394„ so 3L.F I-1/2"Conduit In Trench ,nmetallic No e0$ &l-ftF 7/C -:14 AWG Traffic Signal Cable IMSA 19 or 20 • 3 ea. Pull Box, Type PB -1 2 4 OCrl 1 1/2" Conduit in Trench Metallic LE 3"&as Lias 403 4 1Cooc. Sdewe& 0.1 11/2"-42-1 S7.5P.0 N 2.7.5'Pvc ,' 3$' 31'Pvc_ 34' ‘•Cifj rs 0 kri \ o `•j N— hi Puc S/GNA L PLAN .1 ea, Pull Box, Type PB -1 Sta, 78+91, Lt. 33' 1 3 2 'P✓G 4*' vo • l ea. Comb. Mast ArmSignal Type CMP- 30-15, '2 ea. Traffic Signal, Type Station 80*80 Lt, Pedestrian Signa+, Type • I ea.' Tra `fic Signal Cohtroller, Cabinet. -2 ea.' (L/gbting Pole, Pole 94 Ligh/ng Plan TS -1 41 T.% Face PS -1 -w/T23 Face Type TC -25 with l ea. Comb. Mast Arm ,.Signa/ :`'-Lighting Pole Type CMP -3S,-/0, Pole 97 Lic]h/,2gP/on '2 ea. Traffic .Sigpal,, Type 75-/ w/T36 Face Station 8/* 26 Lt. 38.5,' - '2ea. Pedestrian Signal, Type PS -I w/T23 Face ' 7 Mt 5568(2) 67 o. enilder tam./ N M •C trive 4rum • 1� ).• to r-�.C-._ .r 03 N N N ti ti tri ywc nad:(, \, 1-1/2" To Power Supply . am STE1/2e" y STEEL ._44-.21;1./2e" 'y Noy rays Gee f` o• d 4' Scale 1%20' CT - 4 N r 8 „rf*in i0 , /OYki H Lie 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 foundations shall be fitted with a, mini mum of one spare conduit bend in order to provide access for' lighting power service. r eceL , V B N X k See Lighting Plans For Luminaire Details •lea. Comb Mast Arm Signa/ ?Light Pole, Type CMP - 35 -)2, Poi 95 Lighting Plan • 2 ea. Tragic Signal, Type TS -1 w/ T26 Face Station 80*86, Rt. • 2 ea. Pedestrian Signal, Type PS -I w/T23 Face SHEET h fi art Ns •lee. Comb Mast Arm Signa/ I Lighting Pole. Type CMP - 35 -15, Pole 96 • lighting P/on '2 ea Traffic Signa/ , Type TS- t w/T36 Face. S to tion 8/4-20 Rt. 4/' ' , •2ea. Pedestrian Signal, Type PS -1 w/ T23 Face Q UA/V T/TIES Quantity Item Remarks • / ea. Comb. Mast Arm Signal eG9hting Pole, Type 011P-30-15 Galv. 40' Mount/17y height w/ Luminaire • / ea. Comb. Mast Arra Signal eZ9htirxg Pole, Type C211P-35- /Z Galv. 4Q' Mountily //eight w/ Luminaire • / ea. Comb. Mast Arno Signa/ ?Lighting Pole, Type CMP -35 - /0 Galv. 40' AYlountiny Height -w/Luminaire • 8 es. Traffic Signa/ Type TS 2/ w/T3G face, Back P/ate, jlisor �` MA- 6 Mounting '8 ea Pedestrian Si9rro/, . Type P3- w/T23 Face, //isor f 8-2 Bracket • / ea. Traffic %nal Con/to/%r , Type TC -ZS w/Cabinet Secondary Solid State Pretimed 99141 933• L.F. 7/C #I4 AWG Traffic Signal Cable ISMA 19cr20 4 L.F. 1-1/2" Conduitin Trench Nonmetallic 05* Cf. 2" Conduit in Trench Metallic, 33 r. 5 S• C.P /e/C #/4 ACVG Traffic ' Sna/ Cable //%5A Mor 20 '262. -G.F Service Coble I/C #6 Copper Street Lighting Cable, No. 8 USE See Lighting Plan 1 ea, Combination Mast Arm Signal& Lighting Pole, Type 35 -IS Laly 40' Mtq, Height vi/Luminaire ab - f -H- LE Grounding Conductor 1/C # 8 Copper Bare Street Lighting Cable, No. 8 Bare See Lighting Plan Z70 • 1 ea. Pull Box, Type P13-1 •268 Le 1 1/2" Conduit in Trench Metallic o,.. ()MASA e,z,>• 7f/3r33 <�` C -s\ CN _ 4- 7 ) L i enilder tam./ N M •C trive 4rum • 1� ).• to r-�.C-._ .r 03 N N N ti ti tri ywc nad:(, \, 1-1/2" To Power Supply . am STE1/2e" y STEEL ._44-.21;1./2e" 'y Noy rays Gee f` o• d 4' Scale 1%20' CT - 4 N r 8 „rf*in i0 , /OYki H Lie 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 foundations shall be fitted with a, mini mum of one spare conduit bend in order to provide access for' lighting power service. r eceL , V B N X k See Lighting Plans For Luminaire Details •lea. Comb Mast Arm Signa/ ?Light Pole, Type CMP - 35 -)2, Poi 95 Lighting Plan • 2 ea. Tragic Signal, Type TS -1 w/ T26 Face Station 80*86, Rt. • 2 ea. Pedestrian Signal, Type PS -I w/T23 Face SHEET h fi art Ns •lee. Comb Mast Arm Signa/ I Lighting Pole. Type CMP - 35 -15, Pole 96 • lighting P/on '2 ea Traffic Signa/ , Type TS- t w/T36 Face. S to tion 8/4-20 Rt. 4/' ' , •2ea. Pedestrian Signal, Type PS -1 w/ T23 Face Q UA/V T/TIES Quantity Item Remarks • / ea. Comb. Mast Arm Signal eG9hting Pole, Type 011P-30-15 Galv. 40' Mount/17y height w/ Luminaire • / ea. Comb. Mast Arra Signal eZ9htirxg Pole, Type C211P-35- /Z Galv. 4Q' Mountily //eight w/ Luminaire • / ea. Comb. Mast Arno Signa/ ?Lighting Pole, Type CMP -35 - /0 Galv. 40' AYlountiny Height -w/Luminaire • 8 es. Traffic Signa/ Type TS 2/ w/T3G face, Back P/ate, jlisor �` MA- 6 Mounting '8 ea Pedestrian Si9rro/, . Type P3- w/T23 Face, //isor f 8-2 Bracket • / ea. Traffic %nal Con/to/%r , Type TC -ZS w/Cabinet Secondary Solid State Pretimed 99141 933• L.F. 7/C #I4 AWG Traffic Signal Cable ISMA 19cr20 4 L.F. 1-1/2" Conduitin Trench Nonmetallic 05* Cf. 2" Conduit in Trench Metallic, 33 r. 5 S• C.P /e/C #/4 ACVG Traffic ' Sna/ Cable //%5A Mor 20 '262. -G.F Service Coble I/C #6 Copper Street Lighting Cable, No. 8 USE See Lighting Plan 1 ea, Combination Mast Arm Signal& Lighting Pole, Type 35 -IS Laly 40' Mtq, Height vi/Luminaire ab - f -H- LE Grounding Conductor 1/C # 8 Copper Bare Street Lighting Cable, No. 8 Bare See Lighting Plan Z70 • 1 ea. Pull Box, Type P13-1 •268 Le 1 1/2" Conduit in Trench Metallic o,.. ()MASA e,z,>• 7f/3r33 <�` C -s\ CN _ 4- 7 1-1/2" 1-I/2" To Power Supply See Lighting Plan See Lighting Plans Mti Ni N� 1 1/2"- 1 1/2"-fi7'' i// 1 1/2"--&4.', CO v L) r. SIGNAL PLAN '1 ea. Pull Box, Type PB -1 Sta. 83, Lt. 33' e NI, 441 a 1 1/2"-5-7' 3"6u Li:,rti 17-: 1 1/2"-P340 h N 1 1 /2"- 33'STEEL. ite. Wier Gee ti a tl 14•1 11Th N 4 /77- 4 T to 400. • m 3 M 60 1 N tc N &9' 63'evC. ,s M'11to oo sia-.1'w /ea. Pull Box, Typ; PB - �r Station 85* Xo Lt. 3¢ 85118 31%1 1 -,t7taller Line N to •� 77 'Remove existing Traffic Signal System and pole Foundations. 86too i ' %a" Pad. ii/pair/7i/////; / o • NQ N /ea. PA!' Box,Ty`ic PE-/ •j{.a•h'on SflS6 3/'R+ SHEET QUANT/TIES 44-55OW2i Scale: /n=201 Quantity I terry Remarks .es Pall Box, Type PB- / Lighting Control Center See Lighting Plan 236Ci', Service Cable I/C #6 AWG Copper 1./ es. TraiFic Signal eemova/ At Lexington 157,5 4Bki L.F. 7/C °14 AWG Traffic Signal Cable . I/775A /9 or 20 2e8 Asa-L.F. I -1/2n Conduit Conduit In Trench, Nonmetallic I/C #8 Copper Bare Z Fez 5 -238 Lf 1 1/2" Conduit in Trench Metallic I-1/2" /////////1 2 1 3'GasLLe ^< MS Stdie 1 1:/2"-22' 0 1 1/2"-125' tzu Ncl sa ;34 �a LIOZ11' ;NI 03 SIGNAL PLAN N� ti 10'14frier L1 M ti N N� `oA10 v IT /7A A / // // puc /33 / lt/c Co AI Du IT Dart 3-12/C 3-7/C G.C. N N aC h 0: Cu v 4- bo C 1-12/C 1-7/C G.C. 2-12/C .4" Z Go pt nT Puc. 1' t It shall be file Confiactors responsibility to coordinate Me relocation of Me Sipa/ Poles wiM the proper Authorities of the City of' Hastings and the State of fiebras/ra. Extend 2-2" conduit to street fight pole Foundation, Sc" left. station 88+/9.8 Relocate Street Light Pole, Type Sf I complete with altached sigma/ hardware, 34' /eft station 88*/9.8 Use in place, existing 2-2" conduits. Remote traffic signal I street /ightiny cab/es and rep/ace with new eguiva/ent cables. Connect into existing conduit system, 28' Rt. station 88+40 Relocate Combination Mast Arm Signal and Lighting Pole, Type CM P - 40-I2 complete with attached signal hardware, 44 "Rt station 884-23 Extend 2-2" conduits to Traffic Signal Pole foundation, 44"g/ station 88*23 Scale: 1"= 20' e a SHEET QUANT/TES *55080 3_3 Quantity Item Remarks , O /ea. Relocate Combination Mast Arm Signal and Lighting Pole, type CMP -40-12 Relocate Street Light Pole, Type SL -1 at CoN,Ov,T /,.✓ `'T,PEnyoN Non/L. /99 1 L.F. I-1/2" Conduit in Trench, Nonmetal l is 83 -94 G. f 2" Conduit in Trench Metallic 229 .hes- L.F.. 7/C 1414 AWG Traffic. Signal Coble IMSA 19 or. 20 19/ tr33 L.F. Crouna'iy ConLeaGeer •W 7 -385 L.F. I2/C # 14 AWG Traffic Signol Cable IMSA 19 or 20 aeh/ eaC fy dem B/ TYPCS-941440 C i Remo%.FYo//Co'"S64 ' PoTAFPmo 38411• F „ „5"&%E[// cE G1/942e. Street Lighting Cable, No. 8 Bare See Lighttng ?Ian Street Lighting Cable, No. 8 USE See Lighting Plan 30 -2z L F 1 l/2" 'Conduit in Trench Metallic 7r/..7/33 I -2/C 2 2 Sims I I - 7/C G.C. (Power / L.C. II -To Power (120 V V. PPB 2/C Mag. 7/C interconnect I -12/C I -7/C I -2/C G. C. 12 12 NORTH West 2nd St. Lighting Coble (2") r 7/C to Bellevue Controller (I-1/2") I 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 GGARRRRR Black II Walk 12 Walk I1 Walk 12 Walk II Walk ' 12 Walk 2 North-South R R R R G G A R Common Red White 3 2 Red 1 Red 12 Don't Walk II Don't Walk 112 Don't Walk II Don't Walk Green I Green 2 Green 1 Green II PPB 4 Il PP8 12 PPB 5 Orange I Amber 2 Amber 1 Amber I I PPB 12 PP8 I I PPB 12 PPB 6 5 11 Don't Walk 12 Don't Walk 11 Don't Walk 12 PPB I I PP8 12 PPB I I PPB 7 White Black Spare Spare 6 12 PPB Il PPB 12 PPB 11 PPB 7 8 Red Spare Spare 2 Red 8 9 Green '. ,. Spare Spare 2Green II Ped. East-West W FDW DW DW DW OW DW DW 11 12 Ped. North-South DW OW DW DW W EDW 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 ( Black ELECTRICAL DETAILS Mag. Detector Loop 21 Loop 21 Conductor Color Tracer I l 12/C -I I' I2/C-3 I 12/C-2 7/C-1 7/0-2 7/C-3 7/0-4 Number 11 Green Black II Walk 12 Walk I1 Walk 12 Walk II Walk ' 12 Walk 11 Walk 2 4:h . to 6 Common Common Common Common Common Common Common Red White I Red 2 Red 1 Red 12 Don't Walk II Don't Walk 112 Don't Walk II Don't Walk Green I Green 2 Green 1 Green II PPB 12 PPB Il PP8 12 PPB 5 Orange I Amber 2 Amber 1 Amber I I PPB 12 PP8 I I PPB 12 PPB 6 Blue 11 Don't Walk 12 Don't Walk 11 Don't Walk 12 PPB I I PP8 12 PPB I I PPB 7 White Black Spare Spare Spare 12 PPB Il PPB 12 PPB 11 PPB 8 Red Spare Spare 2 Red 9 Green '. ,. Spare Spare 2Green 10 Orange " Spare Spare 2Amber 11 Blue Spare Spare Spore 12 Black White Spare Spare Spore CABLE CONDUCTOR COLOR CODE F. -Conductor Number Color `racer 2/C-1 2/C-1 2/C-2 2/C-3 i ( Black ELECTRICAL DETAILS Mag. Detector Loop 21 Loop 21 Loop22 PROJECT Na M-5508 (2) DATE 9-12-86 0 ;:hite APPROVED BY. Red Green 5 Orange 6 Blue 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. II 1-12/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 . (2") 0 N 2 7' PB -1 SIGNAL SEQUENCE 0 ra c J J u s APProacn ;5 on al detectors 1 2 3 4 5 6 7 8 9 10 11 12 1 East-West GGARRRRR L I 2 North - South RRRR 1 Black Black G GA R 12 Walk 12 Walk 11 Walk 12 Walk 3 Wni to White Common Common Common Common I Common Common Common 3 Red Red 4 2 Red I Red 2 Red 12 Don't Walk II Don't Walk 12 Don't Walk 4 Green Green I Green 2 Green 1 Green 5 11 PPB 12 PPB 11 PPB 5 Orange Orange I Amber 2 Amber I Amber 2 Amber 11 PPB 12 PPB 6 6 Blue Blue II Don'tWalk 12 Don't Walk 11 Don't Walk 12 Don't Walk 12 PPB I1 PPB 12 PPB 7 White 7 Spare Spare Spare Spare 12 PPB I I PPB 12 PPB 8 Red Red Spare Spare 8 Spare 9 Green Spare Spare Spare Spare 11 Ped. East-West W FDW DW OW DW DW DW DW I1 Blue 11 12 Ped.North-South DW DW DW DW W FDW DW DW 12 Black White Spare 16 Spare Spare 18 •,2 CABLE CONDUCTOR COLOR CODE I Conductor Number Color `racer 12/C -I I 12/C-2 12/C-3 J 12/C-4 7/C -I 7/C-2 7/C-3 L I 1 Black Black II Walk 12 Walk II Walk 12 Walk 12 Walk 11 Walk 12 Walk 2 Wni to White Common Common Common Common I Common Common Common 3 Red Red I Red 2 Red I Red 2 Red 12 Don't Walk II Don't Walk 12 Don't Walk 4 Green Green I Green 2 Green 1 Green 2 Green 11 PPB 12 PPB 11 PPB 5 Orange Orange I Amber 2 Amber I Amber 2 Amber 11 PPB 12 PPB II PPB 6 Blue Blue II Don'tWalk 12 Don't Walk 11 Don't Walk 12 Don't Walk 12 PPB I1 PPB 12 PPB 7 White Black Spare Spare Spare Spare 12 PPB I I PPB 12 PPB 8 Red Red Spare Spare Spare Spare 9 Green Spare Spare Spare Spare 10 Orange Spare Spare Spare Spare I1 Blue 11 Blue Spare Spare Spare Spare 12 Black White 12 Black White Spare Spare Spare Spare CABLE CONDUCTOR COLOR. CODE, Conductor Number Color Tracer 7/C-4 I L I 1 Black 11 Walk I 2 White � Common 3 Red 1 I II Don't Walk 4 Green ; I 12 PPB 5 Orange 12 PP8 6 Blue 1 I II PPB 7 White I Black 11 PPB 8 Red 9 Green 1C Orange I1 Blue 12 Black White NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION LOCATION Hastings COUNTY Adorns HIGHWAY Bel levue 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 Ooo - A• ....• • i 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