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HomeMy WebLinkAboutPD1988-8.; • 327+00 328+00 329+00 330+03 1 1930 1925 s Renew Ch-Istian Resource Center 303 N. Burlington Ave. psr .. 0 � V z z 5 nl in One' P, N 4-k 0 City National Bank 800 W. 3rd St. '0 0 tN - li Ra ON `G N r Aso' Survey t rd Street RCP 1�. 00'-�. PROPOSED GRADE EXISTING GRADE 325 BerckIs Muffler/ Tire Shop 237 N. Burlington Ave. O 20' R.P. 45.5' LT. STA. 327+32.9 • 5' R.P. 30.5' LT. STA. 327+49 ® ..5'. R.P.:..30:5'..LT. .....STA. ..327+•83...... O 5' R.P. 30.5' LT. STA. 327+93.3. ®5 5' R.P. 30.5' LT. STA. 328+5T 06 20' R.P. 35.5' LT. STA. 329+89.3 O 5' R.P. 50.5' RT. STA. 327+24:5. ® 25' R.P: 50.5' RT. STA. 327+44.5 ® 5' R.P. 30.5' RT. STA. 327+89 10 5' R.P. 30.5' RT. STA. 328+33.8 11 5' R.P. 30.5' RT. STA. 328+78.5 12 20' R.P 35.5' RT. ;STA. 329+89.3 z- N n m j 8 PFF eCI 815 .3rdrone t SewingNFA 813 W 3rd RR Office 811 W. 3rd. B.M. 3rd STREET & B(RLINBTON AVE. NE CORNER FIRE -HYD NT. "X" S AMDED ON NW BONNET.BbLT ELEV. = i929.39 .BEGIN..PROJECT: STA..3 27+07..... 7-11 0 8 SIA:.328.t.:5.Q. 0001. La Petite Beauty Stop 239 N. Lincoln Ave 4, 0.51111011 -. - .tX.-.......i... at NA. . fRhr cat m ex. NQ f N1 NA. 4 Q1 r r w t 11100 f 1 It 326 327 .10 L t 328 (1 ID r 4 329 330 PROJ 3rd St - Burlington Ave. to St. Joseph Ave. PROD. NO 1988-8 OESCRIPT1011 Geometries Hastings City Engineering DSON BY DATE -z7p-P9 CONTRACTOR CAN BY APPR. D B'/ ; ASOUl TS OM NO ' of NMMMAv MOCK YO 0141*? PLATE I -SN LE PLAX�14 PRCV1LE fuu OOT /RNTRO M Y.R.A. GEOMETRICS 1930 1925 SHEET 7 OF 39 .Y 1 z n Y O Z Z It W • I W O z Q I !a O Q Z a .i J JCrr N a 0 0 l0 .n I J O 0 O LL Z 2 30 +00 331 t00 1332 t00 333t00 334t00 335+00 1930 1925 .PROPOSED^�-� GRADE EXISTING GRADE 0 c Oi r a • ri s • CO Alexander Law Off. 730 W. 3rd St: American Charter 305 N. Hastings Ave. Adam Kohl ins. 738 W. 3rd St. CO a 4 y rI� a $ N N .n 5 .7m Cc() O. Survey Q. 3rd Street 1r RCP a 2 AWNING s!+ M S Hair Poloce 238 N. Lincoln 1 Better Health 737 W. 3rd Kensington 'Retirement Center 233 N. Hastings Ave. m ti 0. '1 .44 0 0 z. .>i City Hall 220 N. Hastings Ave. U 20' R.P. 35.5' LT. STA. 329+89.3 14 20' R.P. 35.5' LT. STA. 330+89.3 15 5' R.P.: 30.5' LT. STA. 332+24.2 16 5' R.P. 30.5' LT. STA. 332+67.4 Q 20' R.P. 35.5' LT. STA. 333+34.5 0 20' R.P. 35.5' LT. STA. 334+34.5 19 "24' R.P. 35:5' LT. STA. 334+67:2 0.1733% VPI -.STA- 33.0±.7..5 g 20' R.P. 3$.5' RT. STk. 329+89:0 20' R.P. 35.5' RT. ' STA. 330+89.$ 20' R.P. 35.5' RT. STA..:331+35. a 20' RP. 35.5'...RT. .....SS. 331+.s9.. 8.PI.. 3rd STRhE (.INCOLN AVE.! a CORNER FIRE HYDRANT:. "X" TAMPED ON IN BONNET BOLT._ ELEV. - 1927.46 5.M. .3.ra SIREEI H/kSIINGS AVE.: SE CORNER FIRE HYDRANT. "X" STAMPED ON NW BONNET BOLT ELEV. - 1927.22 15' R.P. 34.5' RT. STA. ,332+10: 20' R.P. 35.5' RT. STA. 333+34:5 0 201- R.P. 3.4:5:..flT. ST`A. Set t4•:5 I' N........... .0:5(100 VPI - STA..334+2.5 -0.2900% -0.4000% a N...N N N cal Cy N coPit cv N M csi 330 0 0 N col&... li:�rp a Aft 1ly�ro.io>. .. r r pl m cu :9z It : 0 1 e 111 It it 331 F i nt CUN: 10 4 vt • .40 332 10 01 333 �. v } 334 AD N NgNMAY I[RRM O 010 014110 LATE I -SINGLE PLAN AND PROFILE ruts nor 335 PRW. 3rd St. -Burlington Ave. to St. Joseph Ave. PNOJ. b 1988-8 OE SCRIPT ICM Geometrics Hastings City Engineering OSGN BY DATE /-z7-fQ CONTRACTOR ORN. BY APPRO By , IASBVILTS AR/J/Y/r/// ORM NO of 'r 1930 1925 GEOMETRICS SHEET 8 OF 39 4 540Q_ 0 0 0 0 m 0 0 z z 335 t CO 336 t00 337 *CO 338 C00 339 +C0 v 0 0 7S A City Parking Lot t AWNING Theles 1 Texaco LT. E. T. Parking 340t00 IT t i 4 —1 1 pips 1 I i I L ANG I pspN. 6 0 Survey c. 3rd Street c1 g a 0 n N N 0 0 vt'n .; NN M 0 N CO 0 0 N \ -N _ 7IA ara Ir U� Oq. 14\1Mq NN - V\ J w a CANOPY .0 Y City Hall 220 N. Hastings N N n 0 AWNIN DIRT LOT Jacobi's Carpet 236 N. Denver Jaccbi `s Design Serv. 525 W. 3rd vacant 521W3rd [ Home .Safety Systems Inc. 517 W. 3rd N Executive Ins. Financial Body Tone Body Tone Copier Sery Services 505 W 3rd 237 St . os* 515 W 3rd. 509 W. 3rd 1 N 1925__. 1920 10' R.P. 35.5' LT. STA. 335+24.5 20' R.P. 35.5' LT. $TA. 336+8$ 5' R.P: 25,5' LT STA. 337+59 5 R.P 3q.5' Lt. ....ST.4....338.+.4:0... 20 •R,P 35.5` LT. STA. 339+8.9: !} R.P. 0.5' RT: -ST • . 33 5.+46°. 67-14.P. 34,51 RT. ST ....83.8+.0.5, 2:0::: LP • ' 5.5' RT, .. ST, ....3.36 * 2.5 £ 10' R.P. '71' LT. ST4. 337+64 90' R.R. 5.5' LT. STA. 337+74 10' R.P. 95.5' LT. STA. 337+9t3 0:&:-51 LT. $TA.:.3.3.7+74; 61 13—P0 30:5'..LT. ...STA.. 338+0$. B..M. £. 3r4 STREET .& DENVER/Mb NW CORNER "X".TAMPED ON TOP CURB @.SE:CORNER ARKVIG LOT.. • ELEV. 1923:41 r• Q 2-0'R.P.: ' 3S:5' RT. ST,1. 3.3'6+5.1•:416. 024. S k • R.P. 31:5! RT. ST ••. 3:37.,.79 r 201-R.P..•3.5*:5'"RT. ST:Iv. S3tt f r r• r I• -r PROPOSED 2i'GRADE EXIST.INCz L _m .0I kv M • c ,a eL t tv m m ro ca N a � AL. m AR •+r tV ..t•.ww .y,.•,= F 60 llflr . 0t M •r. } a • } Y£ £ 335 336 00. •w V •M„ r c1 N P 0 aAau 3rd St -Burlington Ave. to St. Joseph Ave. POW. No. 1988 -8 o€SCPIPTiON _/ Geometrics Hastings City Engineering DSGN BY 07E /-e7-2"9 40IITNACTp1 ]I DAN sr IMINALT3 11 DAN NO Of r 1311. PLATE simmas""'""g . NOVITO USA. 007 339 iTb .340 1925, 1920 GEOMETRICS SHEET 9 OF 39 4 340+00 341 +00 342+00 343 +00 344 +00 • i 4 i f z acc 0 ec 0 O s r 1925 1920 Ricketts Ins 400 W. 3rd a N N• I± K N Ener9yY Inc. 300 N. St. ,1 eph 8 E A K N Energy 9 0 Hastings Poe,' )+tce • 1 _ 300 N. Kansas Ave d .m® vi.); 11 Ono RCP Pi; Cr .i . Liberty Cleaners 417 W. 3rd St. Vacant 413 W3rd N N Knapp Htg. 411 W. 3rd 0, a. PROPOSED GRADE EXISTING GRADE cocci •. Residence 409 W. 3ni Residence 407 W 3rd conc. Com' N. N e Olive Saloon 423 W. 3rd St. • 20' R.P. 35.5' LT. O 20' R.P, 35.5' LT. • 20' R.P 35.5' RT. 20' R.P, 35.5' RT. 5' R.P 38.5' RT. STA. 339+89.4 STA. 340+76 STA. 339+78.4 STA. 340+78.4 STA. 340+63.4 B -m_ . rd..S.i.MEL .I A SiJOSLY.H..4VE.. NW..COK EK. BRASS SAP - STAMPZ 11922;t115 •! ELEV. + 1921.83 e l cp END :?ROJ€CT STA. 341+17 r 1' t e E 1- ! —S.. -MET m,m .�� •aaaai 1 0 to w N 340 3 —r • 3 a .at 1 4144.44.0.04.400404 • :+ 1.4 • 341 v as 0 r 1-• 4 345 -- Survey 3rd Street pow 3rd St.- Burl ingtpn Ave. to St Joseph Ave. PADA NO 1988 -8 MCA owl ION Geometrics Hoglint Enpinserinp OWN BY PATE -27-407 CONTRACTOR/ ONN BY Y�}ID <BY . / lj�/�/F�N//'/ ASSAM ONM NO. of t IOS.MAT MOW AI A/S SST PLATt t-SINOLE PLARDAND P*OPtteu« oot M1MTA0 w U.S.A. 1925 1920 GEOMETRICS SHEET 10 OF 39 1930 1925 325t00 ,326 `_00 Renew Christian Resource Center 303 N. Burlington Ave. Col -,t' 1301 Asph. <-h1"Ar.'w d� X2.7220 w io 0) X w 6' LT -IN VALVE NECT TO EXIST. 6 MAIN conc. 6 -22 1/ °BEND 5 LF 6" DIP 6 -22 1/ °BEND 10x 6R UCER R Fi RE HYRANT & GATE VALVE 7 -& BOX & 6' DIP LEAD ' Conc. 328+0Q • 329t00 City National Bank 800 W. 3rd St 330t00 AS 7 LF 10' DIP 10 x 10 x 6 TEE DON IN PLACE EXIST. 6' WATER Y O existing 4' gas 327+10 AsS,. s - .0041 N 21.52 21.07 \ S X04 Survey 3rd Street Q//n r1i l / P O ._. _. 6 conc Berck's Muffler/Tire Shop 0 10' VALVE 237 N. Burlington Ave. 10' x 6' BUILD CONCRETE CULVERT PLUG STATION SIDE DISTANCE 327+08.5 RT 42.6' 4.32722.02 327+20 2 4'-0' x 4'-0' 4.53'/21.77 327+75 3 4'-0' x 4'-0' 4.43'/21.07 329+46.3 Lt. 3.92' 4'-3' 6'-0' 21.60-- 0 BUILD MANHOLE NO. SIZE DEPTH/FLOWLINE SIDE STATION 1 5-0' x 5'-0' 4.32722.02 327+20 2 4'-0' x 4'-0' 4.53'/21.77 327+75 3 4'-0' x 4'-0' 4.43'/21.07 329+46.3 Lt. 3.92' 4'-3' 6'-0' REMOVE MANHOLE NO. STATION SIDE DISTANCE 42.6' RT 327+20.5 RT, 26.5' 315LF 27' RCP 328+29.5 328+23.5 .21.5' RT,26.5. RT 5LF 12' STEEL 6'-0' 23.73 2 329+46.9 Lt. 3.92' 4'-3' 6'-0' 21.60-- 3 329+46.3 Rt. 3.92' 4'-3'. 6'-0' 21.60 REMOVE SEWER PIPE STATION TO STATION SIDE DESCRIPTION 327+08.5 327+19.5 42.6' RT 11LF 15' RCP 327+20.5 330+13.8 26.5' RT -36' LT 315LF 27' RCP 328+29.5 328+23.5 .21.5' RT,26.5. RT 5LF 12' STEEL 6'-0' 23.73 2 329+46.9 Lt. 3.92' PROPOSED GRADE EXISTING 2 GRADE 6' 6' 10' PLUG 10" VALVE FIRE HYDRANT EI GATE VALVE & BOX HYDRANT LEAD GONG 0 0 0 n nreE LINEW/ Co" M.J. PLUG CER END DIP -22 1/2° =END TING 6' MAIN CUT -IN rALVE O BUILD CURB INLET NO. STATION SIDE 'X' A' 'Y• FLOWLINE 1 327+23 Rt. 3.00' 4'-3' 6'-0' 23.73 2 329+46.9 Lt. 3.92' 4'-3' 6'-0' 21.60-- 3 329+46.3 Rt. 3.92' 4'-3'. 6'-0' 21.60 REMOVE INLET STATION SIDE DISTANCE EACH 327+19.5 RT 42.6 30' x 61' 328+2;3.5 RT 21.5 2 - M.H. 3 329+46.3 RT 19.7 5 ' 329+95.5 RT 18.9 30' X 93' 329+9.9.5 LT 26.9 'BUILD REINFORCED CONCRETE SEWER PIPET NO. SIZE DESCRIPTION 1 15' x 16' CURB INLET 1 - M.H. 1 2 30' x 61' M.H. 1 - M.H. 2 3 30' x '171'M.H, 2 - M.H. 3 4 18' x 28', M.H; 3 - CURB INLET 2 5 18' x 28' M.H; 3 - CURB INLET 3 6 30' X 93' M.H. 3 - M.H. 4 325 326 ACS P t. It w BUILD FIRE HYDRANT STATION DISTANCE . SIDE 327+25 45 Lt. 327'66 34 Rt. 1500 LSS. CONNECT TO 6' 2 EA. -FIRE HYDRANT 2 EA. 6" CUT -IN VALVE . 2 EA N V N. r w n, • CD. 04 N N. NOTE: FIRE HYDRANTS TO BE SALVAGED BY CONTRACTOR & RETURNED TO HASTINGS UTILITIES. WATER QUANTITIES DESCRIPTION QUANTITY 10' DUCTILE IRON PIPE 402 L.F. 6'-D4JGTILE IRON. PIPE 10 L.F. 10' VALVE 3 EA. FITTINGS 1500 LSS. CONNECT TO 6' 2 EA. -FIRE HYDRANT 2 EA. 6" CUT -IN VALVE . 2 EA I� a.=1922.11 -0.3000% 0' ♦ Crone Opt 815 W 3rd PFAFF Sewing Naval 813 W. 3rd Rec. Office 811 W 3 rd. w La Petite Beauty Shop 239 N. Lincoln Ave. BUILD 6' WATER SERVICE STATION LIN FT. SIDE a 329+19.5 18 RT .5' Min. Bury -0.5000% OFL= 192.1.57 N r. co a, . O N CO N N C' N, (0 (0 N g O. Ni .tD CO ,r-- c0 .- CO c0 M 01 - � O �. h O u) in N N 01 N N N N N `n •.o) O O +O + ;t 327 :N N ic� I 4+ v;v r�1r; coca N P1 328 Co. (' r 01 N, N N N: 0 to 1.0 + + NIGNM1AV IlO(RAL AIO YN<(• PLATE 1 -SINGLE PLAN AND PROFILE.ruLc. 00T xtiammE ✓R,NT(O IN V II A 329 N + m d ui N CO0 CO M 0 ui N N o u1 to -+ 330 3rd St. -Burlington Ave. to St. Joseph Ave. IGH-. V( 1988-8 rorif,RIP' (N Storm Sewer E. Water Hastings city Engineer'^; -_N..a..._-... _..._.i;-A.NTRA. _CCF `,'vl TDArE /-Z7- n DR N a. �A:,°Aad+ / lnseut.-s oRN %z 1930 1925 STORM SEWER & WATER SHEET 11 OF 39 1930 330 +CO > 5 <10'-22 331 t00 332 +CO 333+00 CO LF 10' DIP 1/2° BEND F 10 DI 10 CUT -IN VALVE C7NNECT TO EXIST. 10' WATER CppO1d'-22 1/2° BEND FIRE HYDRANT GATE VALVE & BOX & 6' LEAD Adam Kohl Ins. 738 W. 3rd St \20.49 a c 334t00 Alexander Law Off. 730 W 3rd St. m American Charter 305 N. Hastings Ave. 20.86 OVERHANG 8'CUT-IN VALVE CONNECT TO EXIST. 8' WATER 8'-2Z\1/2° BEND 5 LF 8'Y97K--___.-- 8'-22.1/2° BEND 10'x-8' RES-UGCR- 5 LF 10' DIP Comfort Station 10'x10'x6' TEE 335+00 REMOVE SEWER PIPE STATION TO STATION DESCRIPTION 329+97 330+15 18 LF 12' STEEL 330+;13.8 330+15 330+15 36' LT - 35' RT 330 15 e 330+13.8 330+13.8 35 RT- 43' RT 36 LT- 48' LT 24' RCP 24' RCP 3V RCP 330+14 330+69 19' RT -23.5 RT 53 LE 18' RCP 330+62.5 330+69 1V VCP 330+69 330+69 30 LF 18' RCP m 330+69 331+60.5 331+60.5 332+16 331+60.5 331+61.3 332+20 19.8' RT -43' RT 19.8' RT -21.8' R1 12' RCP 12' RCP 60 LF 8' STEEL 333+37.5 333+40.5 333+50 333+40.5 333+50 21.5' LT 12' RCP 333+50 333+50 2f RT 10 LF 22' RT -41 RT 12' RCP 12' RCP Q -existing 4' gas existing 4' gas 333+50 333+50 333+50 333+50 333+55 22' RT -45 LT 36' RT -40.3 RT 15' RCP 1V RCP 334+09 22' RT -39:: RT 12' RCP 2 -OF -3r -'- (v 330+63 S - .0043 NEW 2" STEEL GAS MAIN TO BE CONSTRUCTED BY HASTINGS UTILITIES. " 1 S - .0047 4@3LF10'DIP 10' CROSS 4-10' VALVES u_ 20.95 J N 0 334+07 S - .0016 SURVEY 4 @ 3 LF 10' DIP s 4.d >- 10' CROSS 4-10' VALVES 10'x10'x6' TEE 60 LF 10' DIP 4' WATER 7,- .• , 53' 21.51 20 8 S - .005 8 'Promo FIRE HYDRANT GATE VALVE & BOX & 6' LEAD 331+29 r 21.19 10'-22 1/2° BEND 5 LF 10j DIP 10'-22 1/2 BEND D CONNECT TO EXIST. 10' WATER Hair Palace 238 N. Lincoln 10"CUT-IN VALVE 'Better Health 737 W. 3rd Kensington Retirement Center 233 N. Hastings Ave. BUILD FIRE HYDRANT STATION DISTANCE SIDE ' 330+71 .48 Et. 331+29 25.s . it. _ • 334+24 48' Et. 334+59 27' tit: ..... BUILD CONCRETE CULVERT PLUG STATION SIDE DISTANCE 330+39.3 Li. 53' 330+39.3 At. 55' 333+84.5 L7. 55' CONNECT TO 8' REMOVE INLET0 STATION SIDE DISTANCE • PROPOSED Q GRADE EXISTING GRADE Q EXIST. 10' WATER 9 NOTE: FIRE HYDRANTS TO BE SALVAGED BY CONTRACTOR & RETURNED TO HASTINGS UTILITIES. AWN INC RCp 2 10 LF 10' DIP 41 LF 10''DIP EXISTING 6' W'TER HASTINGS AVENUE & THIRD STREET CONTRACTOR TO LOCATE AND REMOVE EXISTING SANITARY SEWER MANHOLE. BUILD NEW 48" PRECAST MANHOLE WI CAST IRON STEPS, ECCENTRIC TOP SECTION AND ONE 4" CONCRETE ADJUSTING RING. NEW RING & COVE DEETER NO. 1030 10'x8' REDUCER 8'-22 1 2° BEND BUILD 1" COPPER "K" WATER SERVICE STATION LIN FT. SIDE 331+54 50 _ LT Rt. 57' CURB:_INLE 443433 . T CONNECT TO 10' 2 EA. CONNECT TO 8' REMOVE INLET0 STATION SIDE DISTANCE EACH 1 5 F 8' DIP 8'-22 1 2° BEND CONNECT TO EXIST. 8' WATER uJ w 8 �^ 0 z co co w 16.5' 8' QUTI-IN VALVE n' 0 7 3rd Street FIRE HYDRANT GATE VALVE & BOX & 6' LEAD 334+59 City Hall 220 N. Hastings Ave. -BUILD CONCRETE COLLAR STATION SIZE SIDE DISTANCE 330;69.5 18' Rt. 57' CURB:_INLE 443433 . T CONNECT TO 10' 2 EA. CONNECT TO 8' REMOVE INLET0 STATION SIDE BUILD MANHOLE: DESCRIPTION QUANTITY 10' DUCTILE IRON PIPE • REMOVE MANHOLE 8' DUCTILE IRON PIPE 10 L.F. O BUILD PLAN CURB:_INLE 443433 . T CONNECT TO 10' 2 EA. CONNECT TO 8' REMOVE INLET0 STATION SIDE DISTANCE EACH NO. SIZE DEPTH/FLOWLINE STATION , 31 5/16' x NO. STATION SIDE DISTANCE - 15' x 10' tw. STATION SIDE 12 ....T 'A' 'v'- FLOW LINE 13 330+14.2 • RT 35.2' 13' M.H. 8 - Sta. 330+39.3, 55' Rt. 4 4'+0' x 5'-0' :4.68'/20.67 330+39.3 42 M.H. 4 - M.H. 8 15 330+13:8 ne M.H. 8 - Curb Inlet 6 ._ 4 •830+07.14 AT. 4:92' Curb Inlet 6 - Sta. 330+71:46,,54•; R 1.4'-3' . .6'-0'. - ...21.66 - - 330'$2:5 AT 42:2' 5. 4._0`.x..5_0+... ..:4:16'/20:44.. ... 330+12.... . • ...... 3'30.+'69_ .;..... ....._ .R.1. I5._.....3.80•wM:47`........ H. Oi:99........q:-3' - 6•.-6v.. 24.4 15' x 67' 331+60.5 - RT 19.8' 23 6 5'+0' x 5'-0' ?4.73'/20:48 330+39.3 ' 24 15 1/2' x 330+51 inen 13' ... 6.• - 330+7.1:4? - RT, 4:12° 26 4'-3' 6-01. -21.3.6 . - •••• 331+61.3 RT 43' 32' 7 4'+0' x 4'-0' :4.22720.92 330+17 Illilnen 29 15' x 50' 7... 532+91:5 LT. 3:03'- d-3' 6-0' 2.1,44 . 8 4'-0' x 5-0' .4.67720.8 330+39.3 • 11111 334+06illiallail 23.$' 8 332+94.5; RT, 4 $0s'4'-3' 6" -OP .2164- .. 33240 RT 21.8' 9 4'-0' x 4'-0' :2.54'/22.61 331+62.25 9 333•+.52:4, LT. 1:7.5- 8'-0' - .6'-0' 20:60 333+37.5 LT 4 2t5' 10" .. .4,,'.O•.x "4'"'II'"' .. 9:46'121.3534-52.34. 333 SY:34 .•... 111111111M111,f0.•••.-363+5•£a•4. . .. -.. ..•q{, ..•477'1I 5-0' 6'•-6' 2.14 939+10:5 R'T 24 _ .•. 11 334+•16:64 RT: 3.60' 4'.1.3'- 6'-0' 24.10 o 333+55.3 RT 1 40.3' . 12 4'^0' x 4'-0' 3.67720.88 333+84.5.._ 334+09 RT . 39' 13 4'=0' x 4'-0' 3:44'/20:95 338+84.5 co N u7 01 N M MM LO IA U) N NN co 041.05? vnb + + + + N + LO LON N 330 M1040� NN N 0??R 0 u)0 O) (.+0 + + M M u) N. 331 N 0 N v N 0 7 N O In CV .0 0) .v N GO_ N. 0 0) (0 + w 332 ID N 0 0. 333 0 N SINCI F AN A NO )':+C), 'tI 0) + O <r1-.0 (0 t0 0. + 334 O N N '0 t0 0 04 N 06 01 N 0 0 O O 335 • WATER QUANTITIES DESCRIPTION QUANTITY 10' DUCTILE IRON PIPE 724 L.F. 8' DUCTILE IRON PIPE 10 L.F. 10' VALVE 8 EA. FITTINGS 3,110 L8S. CONNECT TO 10' 2 EA. CONNECT TO 8' 2 EA. FIRE HYDRANT 4 EA. 8" WT- IN VALVE 2 EA. C" CUT- IN VALVE 2 EA. M.H. 6 - Curb Inlet 5 TO PROD. 3rd St.- Burlington Ave. to St Joseph Ave. PRO./ NO 1988-8 OE SCRIPT ION Storm Sewer E. Water Hastings City Engineering OSGN BY DATE I i -%7-d9 CONTRACTOR DAN BY APPR� ASBIALTS ORN NO of • BUILD REINFORCED CONCRETE SEWER PIPE NO. STATION SIDE NO. SIZE 'Y" FLOWLINE DESCRIPTION 7 31 5/16' x 51 V8' x 13' M.H. 6 - Sta. 330+39.3, 55' Lt. 8 31 5/16' x 51 118' x 28' M.H. 5 - M.H.6 9 15' x 32' 18' 36' M.H. 6 - Curb Inlet 5 TO 31 5/16' x 51 1/8' x 42' M.H. 4 - M.H. 6 11 15' x 10' Curb Inlet 4 - M.H. 7 12 24' x 22' M.H. 7 - M.H. 8 13 26 5/8' x 43 3/4' x 13' M.H. 8 - Sta. 330+39.3, 55' Rt. 14 31 5/16' x 51 1 8' x 42 M.H. 4 - M.H. 8 15 18' x 32` M.H. 8 - Curb Inlet 6 16 18' x 12' Curb Inlet 6 - Sta. 330+71:46,,54•; R 17 16' x 123' M.H. 4 - M.H. 9 18 15' x 37' M.H. 9 - Grate Inlet 1 19 15' x 9' Grate Inlet 1 - Grate Inlet 2 21 15' x 67' - Curb Inlet 7 - M.H. 10 22 15' x 67' Curb Inlet 8 - M.H. 10 23 15 1/2' x 26' x-32' Curb Inlet 9 - M.H. 12 24 15 1/2' x 26' x 13' M.H. 12 - Sta. 333+84.5, 55' Lt. 25 15' x 28' M.H. 12 - Grate Inlet 3 26 15 1/2' x 26' x 42' M.H. 12 - M.H. 13 427 15 1/2' x 26' x 32' M.H. 10 - M.H. 13 28 18' x 39' M.H. 10 - Curb Inlet 10 29 15' x 50' M.H. 13 - Curb Inlet 11 - A BUILD GRATE INLET DEETER NO. 3236 NO. STATION SIDE "x' A 'Y" FLOWLINE 1 •331+62.26 Rt. 2.45' 18' 36' 22.78 2 331+62.25 Rt. 2:53' 18' 36' 22.80 3 334412.75 Lt. 2.50' 24' 35' 21.47 BUILD DUCTILE'IRON SEWER PIPE NO. SIZE DESCRIPTION 20 8' x 11' Curb Inlet 8 - Roof Drain 1 / 1930 1925 STORM SEWER & WATER SHEET 12 OF 39 o o Q I W O z .5‘2';'S) W-, t~j D .J =. - 'n .0 mn TAT'NS CN'KD1. NOTE BOO■ 0 z 335+00 336+00 337+00 338+00 m • City Parking Lot BURIED TELEPHONE AND POWER CABLES IN INTERSECTION. CONIRACTOR SHALL NOTIFY.UTILITIES AND FIELD VERIFY THEIR LOCATIONS.' t 10' PLUG 10 x 10•x 6 PEE AWNING FIRE HYDRANT GATE VALVE & 6'.LEAD Thels s 1 Texaco 339+0D 340+00 LT. 13 T. Parking coMc. p5914' 0 existing 4' gas A 0 mm a 337+52 New 2" steel gas main to be constructed by Hastings Utilities. 4 @ 3 LF 10' DIP 4-10' VALVES 10' CRO Survey 3rd BUILD 6" WATER SERVICE STATION LIN FT. SIDE 335+51 18 RT 337+90 18 RT 339+59 8 RT ....a:P2'.». ..4:..y...:..a'.-ei. / 17.74 2 BUILD 1" COPPER "K" WATER SERVICE STATION LIN FT. SIDE 337+92 8 RT 338+45 8 RT 339+59 8 RT ree GOGG Y+ 0 2 0 I )4N4OPY - _m -CANOPY NOPY P r CANOPY V. N 0 z g g City Hall 220 N. Hastings WATER QUANTITIES DESCRIPTION QUANTITY 10' DUCTILE IRON PIPE 629 L.F. 10' VALVE 4 EA. FITTINGS 1560 LBS. FIRE HYDRANT 2 EA. 6' GATE VALVE 2 EA. 1925 1920 5.3' DIRT LOT 11\19.26 10' PLUG REMOVE INLET JOCODI's Carpet 1236 N. Denver iD ✓-: RE LINE Jacobi's Design Serv. 525 W 3rd vacant ' Home 521 W 3rd $ Sofety Systems Inc. 517 W. 3rd ADJUST MANHOLE TO GRADE STATION Executive Ins. Financial Body Tone Body Tone Copier Sery Services 505 W 3rd 237 St 515 W 3rd. 509 W. 3rd 337+15.1 337+42.8 STATION SIDE 335+28 336+87.5 336+86 0 337+06 DISTANCE 41 REMOVE MANHOLE A BUILD GRATE INLET DEETER NO. 3236 337+52.8 339+86 37.4' NOTE: FIRE HYDRANTS TO BE 21.7' SALVAGED BY CONTRACTOR & RETURNED TO HASTINGS UTILITIES. STATION DIST/NCE STATION 337+03.3 4 337+06.75 337+52.25 SIDE Lt. FLOW LINE BU LD CONCRETE COLLAR DISTANCE 338+02 1 Q EiUILD CUR INLET : I NO. !.STATION SIDE• 'X' i 'A' y .P...FLOWL•INE I. y2.......e'se+'4.2 t-:..... ....a:P2'.». ..4:..y...:..a'.-ei. ......_'18.66 ._....}�_ 13 :336+18:46.Qtt ..3:55' S 4'_3'... ..6•._O•.i 19:89.......$. ..'14. 1936+96.8. i4. t.• ...3..88' .. 4.-3'....6'„0... 19:23 15- $97+61.17 ..lit. _. ..3.73'. I :. _4: •....6'.0".i ... _19:26 16 13.39+46.4_.. I:t. _.4%.44'... = 4'._3.....6:_0.1 18:15......... ....+ ...«.X99+9.8:4......... _...._...y:4?:... x...41-..3.... ...e ...O1.._.^4e92• - $UI D •OONCR :FE -CULVERT • PLUG..".' 04.0 ATION 37;29':5 a37s29:a DISTANCE" 55' :.NO: ' t BOLD MANH'DLE SIZE LitPUCIELO4 ..,14.• , ...,q,..p' . x •.4 ^ 0'I ... r 25........4:,..p'.x.,6:_p.). •3,667.19, LIN E STATION .d ....337102... .17 .. .-0•'...0:.x..6'^p:.. 3':72' /19:i34 ....3,767.19•.7•.... 3.9 4.19,18• • 0 FE' 1919.8To• r 1- 1 337.0.9:5 BUILD FIRE HYDRANT STATIOIE - 337+64 338+03.$ DI STANCE 73' DISTANCE rwo,I ` 3rd St.- Burlin.ton Ave. to St. Joseph Ave. www, 1988-8 DESCRIPTION Storm Sewer E. Water -AS BUILT DESCRIPTION DSGN BY DATE /-Z7-79 DRN 9Y Vaal. DMI NO Of BUILD REINFORCED CONCRETE SEWER PIPE 25.5' SIDE T RT ...337 9..$. .. .....33749.. • • • • 32 18 1/4' x 29 7/ 33 26 5/8' X 43 3 DESCRIPTION Curb Inlet 12 - Curb Inlet 13 Curb Inlet 12 - M.H. 16 ' x 5' M.H. 14 - M.H. 15 4' X 10' M.H. 15 - Sta. 337 29.50, 55' Lt. 34 22 3/4' x 35 3'4 x 23' M.H. 15 - Grate Inlet 4 35 26 5/8' x 43 3 4' x 17' M.H. 15 - M.H. 16 M.H. 15 - Grate Inlet 5 Curb Inlet 14 - Sta. 337 Curb Inlet 14 - M.H. 17 02. 52' Rt r' a ter 3' r• 2 u? wi f 40 26 5/8' x 43 3 4' x:- 66' M.H. 16 - M,H. 17 M:H. 17 - Curb Inlet 5 i 1 r I- r - r © FE=/918.29 PROPOSED i' GRADE EXISTING £ t;,RADE L 335 At co 1• P1 to 1. 336 Wes J0 F 0.0 1 1 1 r r 04 CAL mri- F M N N, CX .C 'C 7 C7, N�IN N+ 15' x 86' Curb Inlet 16 - M.H. 18 ;BUILD DUCTILE IRON SEWER PIPE NO.,SIZE DESCRIPTION 42 8' x 73' Curb Inlet 15 - Roof Drain 2 1925 , 1920 , REMOVE SEWER PIPE STATION TO STATION SIDE DESCRIPTION 335+28 :335+28 18' RT - 24' RT 6 LF 12' RCP 335+28 :336+85.5 18' RT -19' RT 58 LF 12' RCP 436+85.5 33.7+03.3 19' RT- 16.3' RT 13 LF 12' RCP 337+03 337+03 1&' RT -50 RT 34 LF , 15' RCP 337+03 337+03 161 RT -47' LT 63 LF 18' RCP 336+86 337+03 2( RT -21 RT 17 LF 12' RCP 8. PLATE 1-SNoLE •• ,• ".ua DOT PwnKO SUSS 339if 340 337+03 337+06 40' RT .3 LF 12' RCP 437+03 337+53 16.3 RT -37,4 R1 56 LF 12' RCP '439.+8.6 340+06.6 21' RT 21 LF 12' RCP STORM SEWER & WATER SHEET 13 OF 39 340+00 341+00 342+00 343+00 344 +00 345+00 EXISTING 2' GAS LINE ai IO'• CUT- I N VALVE s L u 0 5 LF 10' DIP 7.6 2.2 C TO EXIST. 10' WATER 10'to 4fts 2 /2 BEND K It Energy Inc. 300 N. St. Joseph 17 78 • u S-ee58 4 .. S -.00a 17.70 17.55 S -.00 -.0029 xisting 4' g I, P .1444r - 17.74 New 2" steel gas main to be constructed by Hastings Utilities. 1925 1920 PROPOSED .GRADE EXISTING GRADE 5-.0050 18.26 i N0h'E:I RELOCATE. GAS SEE Df AIL SHEET 22 OF139 F.2 LF 0 340+49 51.5' X17."3 IC G 4 @ LF 10' DIP 10' CROSS 0 co k6 LF 10' DIP RCS 117- 12.RCP tXXST.1G 6' 18.21 S '022 R IZ 10x 10x 6TEt 0•. m 0 N DIP K N Energy M 01 Pte. r N Ricketts Ins. 400 W. 3rd r r Gro55 r m vu / N O m 4 Aseh Gross 2 RCP m r7m P M 0 rn 0 0 0 0. 1. m • ry @ e Hastings PC'' 300 N. Kar Ono C.-15° BEND CONNECT TO EXIST. H' MAIN G CUT IN VALVEExIST: G' WATER 4-10' VALV. , er Il 3 .GLF%�s" .5,5 F 10' DIP 17.93 0 / �. 79 � .��.0056 ra :' ' ill.4 v - f 18.12 a I M 6 1 0 co 18.23 N •DIP 10'-22 1/2 BE 1.6' c>.scP FO.. CUT -IN VALVE m w F- w N 18.8' • cfsf 'BENDRE 1 ' 06 zUC-7-ER O O I m m INN 'FIRE HYDRANT%& 6i p3AT,E VALVE & BOX & 6' t AD i 1 EXIST. 10' MAIN G J Olive Saloon 423 W. 3rd St. BUILD FIRE HYDRANT STATION DISTANCE SIDE 340+92.7 27.5' RT BUILD CONCRETE CULVERT PLUG STATION i SIDE DISTANCE 340+28.4 ' RT 55' 340+3$.7 r LT 55' *MOM OM MO of MIIIIIIIIIIIIIIMIIIIIIIIIIIIIJIMIIIIIIMMII "1 EA. CONNECT TO 10' m /0#ice" er jz RCP •._ _.. ___ Grass I iG Rm �+mmvl 14 M r Liberty Cleaners 417 W. 3rd St. Vacant 413 W 3rd a Knapp Htg. 411 W. 3rd Y, NOTE: FIRE HYDRANTS TO BE SALVAGED BY CONTRACTOR & RETURNED TO HASTINGS UTILITIES. Brk. Wk. Gcoss Residence 409 W. 3rd -r r Residence 407 W 3rd r 0) O`a S2 rll 0. cc Conc- 0 RCP E • H {P ce .ive io 1-1 14 E - 0\6 01 Mr 1 < n W a N 0 Gross Conc. Parking CAS irk O9 - Survey C 3rd Street [177.72i PR0J 3rd St. -Burlington Ave. to St. Joseph Ave. POWI' NO 1988-8 QUANTITY pESCR$PT ION Storm Sewer E. Water 220 L.F. Hoshngs try Enpinvermg 7 L.F. -Z7-f9 caM Toe iiiiiIIIIIDATE 4 EA. TT) BY OM *MOM OM MO of 0 BUILD CURB INLET PLAN 443-R NO. STATION SIDE •x . 4Y. 18 339+46:24 RT 3.92' •4•-3' F+.pWLINE• 8.26' 19 34448,5.7 -RT •3:92: 4:-9t- 20 340+Q7.0 LT 3.96' 5'-0! 21 340+58.47 LT 3.68' • • • BUIL:ID MANHQL:E NO:• --SIZE -D IkTH/FLOWL4, STATION 32.71 ..-48-.._.. -01-em-x--4J-e4--- 3.ek+/17-:TO...j.. .344t.324 •20; ...4 _O...x..4n..0........... 3.6Td18:21 -i... 340+06.01 .::3.t.......4 34-0+-28,41. REMOVE INLO STATION: • • • • • 340+-55.9i • • • • • RT. 1:P -RT DISTANCE -- .•40.5' sett' 93• • ;4444..._ RgMQy.E...MANHO(LE :STATION SIDE ' .DISTAN SI M 840406..6 111111C111111111 2511=111112111=1111/11=1112 .... _ 340+-51.6... Mintinillif O 3444+7A.5 ntill SIMMININIIIIIMEnlani REMOVE SEWER PIPE STATION TO STATION 'b40+02:5 3'40+06:6• SIDE DESCRIPTION 49:5' RT i4LF 12' RCP 40+02:1 tr40+106:8- ''tett' L -T 12 'RCP 3'4'0+06:6 040 0.6..6 45' LT. 37' RT 132 LF I8' RCP •4'0+08:8- -.040.55;9 21 T. 3-3''RT 0 Lf 12' RCP ) i € � ) O 0J N N co O OFL=I911.95 co N T m' 7••r M N to N 0) N 2 M ra. 40 341 Zgr £4 LO th it 0 0 BUILD REINFORCED CONCRETE SEWER PIPE NO. SiZE DESCRIPTION 45 M.H. 19 - Curb Inlet 20 47 27' x 13' 48 15' x 26' M.H. 19 - Curb Inlet 21 49 50 Curb Inlet fel'k.g.H. 20 51 18' x 22' 52 27' x 16' 53 343 sv 43 ftg. 11 44 Al Fit 345 WATER QUANTITIES DESGRIPTION QUANTITY 1cr DUCTILE IRON PIPE 220 L.F. 4' DUCTILE IRON PIPE 7 L.F. 10' VALVE 4 EA. FITTINGS 1,475 LBS. CONNECT TO 4' 1 EA. FIRE HYDRANT "1 EA. CONNECT TO 10' 2 EA. 1925 1920 340 42 PLATE 1-1110IGLE. se"witagritalrarILE-414.1. 00T memo 0: US A STORM SEWER & WATER SHEET 14 OF 39 r 0 x U z d :s o z cs IZ F W U8a ▪ d Z • r W w. () Cc O - J a na 0 a —J O CC NO11 SOOR 0 z 1930 1925 3?5t00 s 3?6+00 327+00 328+00 329+00 330t00 Renew Christian Resource Center 303 N. Burlington Ave. 0 tat \-.7C 2' L.F. RIGID CONNECT TO EXISTING MASTER CONTROLS III I: !II 11 corc 4 f{3 ACK 4i Q c C 7 m 0 4) al- vti x Gross X 1NB 0 0 1 I City National Bonk 800 W. 3rd St • D i1 i ss rx %1 •l a_ LeEXISTING 4' GAS .� 4 ) cm araelarnalbraArty RED WIRE= BLU_ WIKt_ 0 RED W RE 0 PULL 13DX CONTRACTOR SHALL FURNISH & INSTALL NEW 7 CONDUCTOR #14 INTERCQNNECT CABLE BETWEEN ALL CONTROL PANELS ON NW CORNERS OF INTERSECTION. ALL IN 2" PVC CONDUIT. RED \A/IRE A'. BLUE WIRE �/ Berck's Muffler/ Tire Shop 237 N. Burlington Ave. INSTALL ORNAMENTAL LIGHT STATION DISTANCE SIDE 327+88 27.5' LT. .3.28+ 69... 27.5' LT. 329+16.3 27.5' LT. 329+7'5 27.5' LT. 327+09.9 27.5' RT. 328+3L8 27.5' RT. 329+41.9 '.. 27,5' 329+75 27.5' RT. cone. // // // // // IL BUILD t'RAFFIC SIGNAL STATION 329+94.6 DISTANCE 27.5' SIDE LT. ARM LENGTH 35' LUMINAIRE EXTENSION LUMINAIRE ARM SP4N i0' PEDESTRIAN SIGNALTYPE pS-I-t23 2 REMOVE. STREET LIGHT........._ .. _. _........�_ ..........3_EAS .. BUILD #7 CONDUCTOR INTERCONNECT CABLE 391 L.F. BUILD 2” PVC SCH. 40 CONDUIT FOR INTERCONNECT 379 L.F. BUILD 2" PVC SCH. 40 CONDUIT FOR ELECTRICAL 452 L.F. BUILD 3/4" PVC CONDUIT 26 LF. )3UILE...#4.8TREET. LI.GH.T..COND.UC.TOR ... 2198 L.F. BUILD #6 STREET LIGHT CONDUCTOR 2100 L.F. BUILD DUPLEX RECEPTACLE @ TREE 2 EA. CCIJOU/T RED WIRE - I I Survey LI 3rd ow PUL L BOX CONTRACTOR SHALL FURNISH & INSTALL THREE 7 CONDUCTOR #14 TRAFFIC SIGNAL CONTROL CABLES IN 2" PVC BETWEEN TRAFFIC SIGNALS AT ALL FOUR CORNERS OF INTERSECTION AND CONTROL PANEL ON NW CORNER. (TYPICAL) reet 2 CONDI r " (TYPICAL) ORNAMENTAL STREET LIGHTS (SEE DETAIL), 7- 1 I N 8 2 BLUE WIRE 3 Crone Opt. 815 W. 3rd _,2 S.0NDULT _ _ _',REJ WPI?cc R moi, PL H 4) ;PFAFF Sewing6,,,,,„I 813 Vi 3rd Rei. Office 811 W. 3 rd. JACK RIGID 2" ELECTRICAL CONDUIT 70 L 404017011 La Petite Beauty Shop 239 N. Lincoln Ave. TO POLE, MT OUTLET • -1 C r r PROPOSED GRADE EXISTING GRADE 10 GFI IN ROLE ASE IF READ. 12 50 CORD ......... . b YELLOW TAPE GIQFFn1 r� WH rMET PULL PnX BLUE WIRE +RED a L3LACK FoAoSC s 325 r ist to fl LV; • AA .H -m 1 1 326 i--- + • l .........._ J .a t a 329' SO I0 PROJ 3rd St. -Burlington Ave. to St Joseph Aye_ 1988-8 PROJ NO DESCANTS .04 Traffic E. Electrical AS BUILT Hastings City Engineer/ng DSGN BY ONTRACTDR DAN BY A D BY ASBUILTS DAN 40 of OUTLET OCT 120 GRE_E1:1_GO. - LITE CKT 12.0 120 3-'t' o9 c TO NEXT POLE /20 V GROUND GREEry . LaWLAITE LIE 3A... I— - Lit f<i.F_. lam[ E BASE TYPICAL BASE_.QF DECORATIVE LIGHT PCI F 330 PLATE 1• Is 4 • ELECTRICAL SHEET 15 OF 39 : Q 30+00 331 t00 332+00 333400 334+00 335+00 CONTRACTOR SHALL REMOVE EXISTING TRAFFIC SIGNAL POLE AND RETURN TO -HASTINGS UTILITIES (TYPICAL): TA. 330 + 04.3,33' OR DETAIL SEE SHEET 24 OF 39 1930 1925 LT SLUE WIRE Alexander Law Off. 730 W. 3rd St. American Charter 305 N. Hastings Ave. STA. 333 + 49.5,33' LT FOR DETAIL SEE EET 24 OF 39 • C) c s fk Adam Kohl Ins. 738 W. 3rd St. OVERHANG RECONNECT EXISTING LIGHTING CIRCUIT CONNECT 2" PVC CONDU TO EXISTING CONDUI-f. RED WIRE IT co 1,1 m gLUE WRE CD OUTLCT EXISTING -ter RED WRE 3 0 GAS Imo- 1 RECONNECT EXISTING LIGHTING CIRCL,IT Comfort Station nr f _ __ OyERNANG _ g C.OnpUIT a" COmbUIT LL.BOX .PULL13OX KED WIRE OUTLET BLUE WIRE BLUE WIRE RED WIRE BELIE WIRE FOR DETAIL SEE SHEET 24 OF 39 RID WIRE PULL E3OX BLUE WIRE OUTLET 2 MAIN ELECTRICAL JUNCTION BOX STA. 330 + 04.3, 33' RT FOR DETAIL SEE OUTLET 0 FOR DETAIL SEE SHEET 24 OF 39 BLUE WIRE PROPOSED Q GRADE EXISTING GRADE OUTLET PULL (BOX Asph. r\\ PULL EBOX RED WIRE z coat BLUE WIPE OurLET RED WIRE BLUE WIRFC,onC. I CML BIN AWNING OUTLE OUTLET g (TYPICAL) ORNAMENTAL STREET LIGHTS (SEE DETAIL) r t a RED WIRE `s ;STA. 333 + 49.5 FOR DETAIL SEE SHEET 24 OF 39 E 'D CO N » N (0. N' 330 N ' e (1 MCi » » t:} N NN n (u»» Trl.0) + t+ Hair Palace 238 N. Lincoln ; NEW UNDERGROUND ELECTRICAL CIRCUITS IN 2" PVC CONDUIT. 3 - #6 WIRES - STREET LIGHTS (240V & 120V) 2 - #4 WIRES - CHRISTMAS LIGHT RECEPTICLES (120V) 1 - #4 WIRE - GROUND EXISTING STREET LIGHTS ARE 120 V. LOAD BETWEEN PHASES & NEUTRAL. BALANCE Better Health 737 W. 3rd j h - (TYPICAL) DUPLEX CONVENIENCE OUTLET (SEE DETAIL) Kensington 'Retirement Center 233 N. Hastings Ave. DISCONNECT EXISTING CIRCUIT TO THE NORTH STREET LIGHT 213' SOUTH OF O. 3RD STREET. WEST _SIDE OF HASTINGS AVENUE. BLUE WIRE ()KED wig[ BLUE WIRE - O S i n 0 o s Hastings Avenue, Kensington Build 3 Ornamental Lights w/foundations at sidewalk lugouts. Conduit existing in place. City Hall 220 N. Hastings Ave. REtdVE STREET Licmr REMOVE SIGNAL POLE 2 EA. 7 EA. BUILD #7 CONDUCTOR INTERCONNECT CABLE 852 L.F. BUILD 2" PVC SCH. 40 CONDUIT FOR INTERCONNECT 805 L.F. BUILD 2" PVC SCH. 40 CONDUIT FOR ELECTRICAL 1755 L.F.; BUILD 3/4" PVC SCH. 40 CONDUIT 140 L.F. BUILD #4 STREET LIGHT CONDUCTOR .7775 L.F. BUILD #6 STREET LIGHT CONDUCTOR 3115 L.F. BUILD DUPLEX RECEPTACLE @ TREE 11 EA. BUILD 2" RIGID CONDUIT 30 L.F. » N -0.1733% N M NN BUILD TRAFFIC SIGNAL STATION �3:3ti�7i;s DISTANCE ESIDE ARM liE_NGT.H LUMINAIRE EXTEN ION LUMINAIRE ARM SPAN 3'5:0' .E4.b• 0' TRAFFIC SIG. TYPE TS -I -T36 PEDESTRIAN SIG. TYPE PS -I -T23 2 2 ' .133+99'.8- �.....�.4A37•.A-...� .3.3.9'. R G..I)...:. -3101-84:12 1333+52:0• ..334.t.29.2..1. 27.5' LT. • • • • 10 2 2 3e.-6' 1 2 .35,0: . . 10 2 45.0' : I. RT: • 1 10 2 140 1 1 10 2 2 1 10 2 a I0 N N N toit n o W 331 o ». .a.. 1- v N 1 04 N T AlAii rn m rt 1'4 st N .N 332 E a J f + ? 333 Mgn,Y*. FEMAAI AIO Snit' PLATE I -SINGLE PLAN ANO PROFILE nn. z+ n f 172 Tr Tr +_ 334 0 a m N rn N 0 iV a 0 335 Survey 4. 3rd Street 3rd St -Burlington Ave. to St Joseph Ave. PR0J. ISO G88-8 DESCRIPTION Tmfflc C. Electrical AS GUILT hbstings City Engineering OSGN BY DATE /-Z7-f CONTRACTOR DRN BY APigQ gr , IASBALTS ORN NO of INSTALL ORNAMENTAL LIGHT STATION DISTANCE SIDE 331+03.9 24.0' LT. 331+64.3 27.5 LT. 332+24.2 27.5' LT. 332+67.8 27.5' LT. 333+20.2 27.5' LT. 334+50.9 27.5 LT. 331+01.8 27.5' RT. 331+45.7 27.5 RT. 331+99.5 27.5' RT. 332+61.8 27.5' RT. 333+19.9 24.0' RT. 334+48.8 27.5' RT. 333+54 50' RT 333+54 113' RT. 333+54 154' RT. 1930 1925 ELECTRICAL SHEET 16 OF 39 1 of Ls.1 -J #J.. o O Cl -cc z z 335 +00 336+00 337+00 338+00 339+00 1925 1920 • City Perking Lot coNC RECONNECT TO EXISTING LIGHTING CIRCUIT mN„ \I\\\N\co 2RpsS N Q i r * G oR� n d® SpR1NKLER GaAs MAIN JUNCTION BOX STA. 337 + 00, 33' LT FOR DETAIL SEE ai eze L > 6 AWNING Thels s 1 Texaco L.T. E T. Parking 340 +00 o: cope. psi 0 a Goss STA. 340 + 04.4, 29.5' LT FOR DETAIL SEE SHEET 24 OF 39 EXISTING 4' GAS 8LUL Wi c RED WIRE SLUE WIRE RED WIRE PULL 130X 0 t SLUE WIRE OUTLET OUTLET (TYPICAL) DUPLEX CONVEN ENCE OUTLET (SEE DETAIL) \OUTLET FOR DETAIL SEE SHEET 24 OF 39 (TYPICAL) ORNAMENTAL STREET LIGHTS (SEE DETAIL) STA. 337 + 64, 33' RT 'FOR DETAIL SEE SHEET 24 OF 39 SLUE WIRE PULL BoX Suryey 3rd Street OUTLETAi Ar E terda0y1 �Y.Y[r�l.1Gu► .. REA WIR•. = REO WIRE _ E _ . VvPY2E . .� -� 1 r LU 1 " C4NOPY I CANOPY - 1 CANOPY CANOPY CANOPY N v ry r mN Y e • ° v2(/ BLUE WIRE s_ T ,0 '^N CANOPY .� RED WI m ? R laLuE PULL 130X City Hall 220 N. Hastings REMOVE STREET LIGHHT REMOVE SIGNAL POLE OUTLET 4 DIRT LOT CO NEW UNDERGROUND ELECTRICAL CIRCUITS IN 2" PVC CONDUIT. 3 - #6 WIRES - STREET LIGHTS (240V & 120V) 2 - #4 WIRES - CHRISTMAS LIGHT RECEPTICLES (120V) 1 - #4 WIRE - GROUND EXISTING STREET LIGHTS ARE 120 V. BALANCE LOAD BETWEEN PHASES & NEUTRAL. OUTLET 5 EA. 4 EA. errIc, I MAIN JUNGION BOX STA. 336 + 94, 33' RT FOR DETAIL SEE SHEET 24 0 39 BLUE mkt -.I I g SLUE BOX OX N RECONNECT TO EXISTING LIGHTING CIRCUIT a a Jacobi's Carpet 236 N. Denver Jocobi's Deslgn Sere 525 W. 3rd " € vacant ' 'Horne 521 W 3rd a Safety Systems Inc. 517 W. 3rd Executive Copier Sery 515 W 3rd. Ins. Financial Body Tone Body Tone Services 505 Vol 3rd 237 St Josepl' 509 W. 3rd (ZEIN WIRE RECONNECT TO EXISTING LIGHTING CIRCUIT BUILD #7 CONDUCTOR INTERCONNECT CABLE BUILD 2" PVC SCH. 40 CONDUIT FOR INTERCONNECT BUILD 2" PVC SCH. 40 CONDUIT FOR ELECTRICAL BUILD 3/4" PVC SCH. .40 CONDUIT BUILD #4. STREET LIGHT CONDUCTOR BUILD #6 STREET LIGHT CONDUCTOR BUILD DUPLEX RECEPTACLE @ TREE BUILD 2 RIGID CONDUIT 608 L.i~. 886 L.P. 1801 I.Q.F. 91 LtF. 8117 L.F. 5289 V.F. 7 EA. 30 L.F. -0.40004 st'pltibN' 'b stmAc: BUILD TRAFFIC SIGNAL SIDE.. .ARM toe Go7-t56:5 I - 3.49.01 7.r..� _LT.: 85.0' 0• LT. atm LENGTH LUMINAIRE EXTENSION LUMINAIRE ARM SPAN 0.5' 1 .3.5. •1 ;1- 10' 10' TRAFFIC SIG. TYPE TS -I -T36 PED. SIG. TYPE PS -I -T23 2 2 2 2 STA. 339 + 93.4, 33' RT FOR DETAIL SEE SHEET 24 0 40' 2 2 INSTALL ORNAMENTAL LIGHT ...P7.:s#: 10 10' 2 STATION DISTANCE SIDE 2 10' 2 2 335+29.5 27.5' LT . 335+99.8 27.5' LT. r r r r PROPOSED CC GRADE EXISTING Q GRADE a1 O1 'Y• 1 al I.: ..rc• i 651 (0 .a, cal .... SY pq NI O es Al SS t :4t:....2.. .a Ott al SM. ct, N 335 MIN N# Ca o NI ICV N{ 01 336+70.7 337+88.4 27.5' 27.5' LT. LT. 338+52.2 27.5' LT. 339+15.1 27.5' LT. 339+75.1 27.5' LT. 335+28.8 27.5' RT. 336+06 27.5' RT. 336+65.3 27.5' RT. 337+93.3 27.5' RT. 338+48.9 27.5 AT. 339+08.5 27.5' RT. 339+64.1 27.5' RT. . ILL 336 JO , a 3S8. MISMNAT /AMMO M MMT PLATE I.SN&Lt PLAN AND PROPILtrus.s. em rangPOINTUO . 339 I IN I� O 340 1925 1920 ELECTRICAL SHEET 17 OF 39 mem St-Burlington Ave. to St. Joseph Ave. RR W. NO 1988-8 DESCRI GTIMN Traffic E. Electrical AS- BUILT ttstings City Engineering DSGN BY DATE /-t7-41 CONTRACTOR r*N BY rite 1 `TS iDRN NO of 40' 2 2 INSTALL ORNAMENTAL LIGHT ...P7.:s#: 10 10' 2 STATION DISTANCE SIDE 2 10' 2 2 335+29.5 27.5' LT . 335+99.8 27.5' LT. r r r r PROPOSED CC GRADE EXISTING Q GRADE a1 O1 'Y• 1 al I.: ..rc• i 651 (0 .a, cal .... SY pq NI O es Al SS t :4t:....2.. .a Ott al SM. ct, N 335 MIN N# Ca o NI ICV N{ 01 336+70.7 337+88.4 27.5' 27.5' LT. LT. 338+52.2 27.5' LT. 339+15.1 27.5' LT. 339+75.1 27.5' LT. 335+28.8 27.5' RT. 336+06 27.5' RT. 336+65.3 27.5' RT. 337+93.3 27.5' RT. 338+48.9 27.5 AT. 339+08.5 27.5' RT. 339+64.1 27.5' RT. . ILL 336 JO , a 3S8. MISMNAT /AMMO M MMT PLATE I.SN&Lt PLAN AND PROPILtrus.s. em rangPOINTUO . 339 I IN I� O 340 1925 1920 ELECTRICAL SHEET 17 OF 39 8I.-5d0EE 1925 1920 340+00 341+00 5r a EX. -Fri -MG 4' G s• PULL go RED RED WIRE a 0 Energy Inc. 0 N. St. Joseph 3 ik 9 � • . ' S a -•-- 0 l8 R a 0 RECONNECT EXISTING LIGHTING CIRCUIT Go' b Olive Saloon 423 vV. 3rd St. REMOVE STREET LIGHT REMOVE SIGNAL POLE 2 EA. 0 EA. BUILD #7 CONDUCTOR INTERCONNECT CABLE 557 L.F. BUILD 2" PVC SCH. 40 CONDUIT FOR INTERCONNECT 279 L.F. BUILD 2" PVC SHC. 40 CONDUIT FOR ELECTRICAL 435 L.F. BUILD 3/4" PVC SCH. 40 CONDUIT 28 L.F. BUILD #4 STREET LIGHT CONDUCTOR : 1999 L.F. BUILD #6 STREET LIGHT CONDUCTOR 392 L.F. BUILD DUPLEX RECEPTACLE @ TREE 2 EA. A 342+00 CO K N Energy N 343+00 344+00 cone m s P AsPP 0' m N i Ricketts Ins. C. 400 W. 3rd w N VcosS R' -P .iwnm9� Wra4 ' e 4,0 11 Liberty Cleaners 417 W. 3rd St 8 0 Vacant 413 W 3rd mPr- 0 d 1.1 Knapp Htg. 411 W. 3rd Goss _ n Residence Residence 409 W 3rd i 407 W 3rd 0. m Com' . Gr055 8 N" Sae :A Goss Canc. BUILD TRAFFIC SIGNAL i2 RCP touss' N N Jm 'aiJI N ti c A log w- 7 s..;„ W wa Cone N 0 M R • •8Lr 004 Z. r1, - h i l at" 2 ,m le :rJ IT 13 u y{I i m 0 • I CC. c r v c W RCP NSA I I d • J s rrot 0 n _s mC cr. P!! Hastings :e, • 300 N. Nor ma a E F ass STATI N DISTANG SIDE AJRM LENGTH. LUMINAIRE EXTENSION LIMINAIRE ARM SPAN PEDESTRIAN SIG. TYPE PS -I -T23 340+54.5 x...35.... LT. 0 i 10' 2 340+74.1 27.5 0 10' 2 PROPOSED o GRADE EXISTING CL GRADE n a a N. C•) 0) 0 0 0 + + .+ 340 co N No co.co co co, to N N; O 10 N 341 .3i N . r — 01.7 •NS •- .M. NA <W N. r et 04 O N A. o .�..�....... _.. ,* I '1 .+ :+ t { 0 fll 0 T r m 342 it 343 10 . L% . X344 .r CMS I m m G(a55 Conc. Parking COnporn9 K\ iO 2 CKT BREAKER PANEL TO 2,i POLE 30 A BKR r✓e/ 3rd Street ONE WN' 0410,. 3rd St - Burlington Ave. to St. Joseph Ave. s! PRO. NO 1988-8 1 DESCRIPTION Troffic E. Electrical AS BUILT Hastings City Enginleering OSON BY OATS /-2,7-Yl CONTRACTOR ORN BY APPRD BY / ASBULTS CRN NO of #2 TO EAST SIGNAL POWER .2 - del +G 345 a4 + N TO WEST SIGNAL FOWER 2-»4I +G 4 rer /20-1 44 N #4 + TO ORNAMENTAL f CDIBR4 NEAPS 3 WIRE 10 120/24/7 PED&L3LUE ALTERNATE 3-n(o GROUND NOT St-1OWN TIME CLOCKC PHOTO CELL E NOA NOT SHOWN 10 OUTLET ROWER 3-#4 N + COMMON GRouND OWER SC JPCE Two 1 CC,ATi cA s NMMPMAT I*O5OM MO IONNStT PLATE 1 -SINGLE PLAN AND PROFILE;uu DOT - MMNT*0TYD NN U.S we A ELECTRICAL SHEET 18 OF 39 0 U4 W W 0 Y W W Z = V V 0 2Q W Q W W r Z W> >. `O Cr r .n a. a¢ 0 2 W H 0 • V Z LJ W a Y 0 W 0 x 16 O 0 VC W Q } W N 0 ,?c. 0!0</ In a_V CO In W J CCLs O 0- NOTE BOOK 0 z 412+00 413+00 414+00 415+00 416+00 417+00 EDWARD D. JONES 125 N. Lincoln wood basement doo // / / / / / / / / /// / / Conc. / / / / / / PgQr. YI P r 801. W. 2nd Street wood him awning gll L---i�=/ till III 1 18' R H W Cc W N 0 N• I c O 0 • MARTIN MILLER TRAVEL 800 2nd Street DAYLIGHT DONUTS 215 N. Lincoln n Water Valve 28',•90 HAIST JEWELERS 219 N. Lincoln m co O J 4 C� G C EC J lL W H 415+10, 32' Lt. FOR DETAIL SEE y SHET I= OF 39 zc_ 0 at. -e "yam c N G C N UOJ• `aJ Z o z mM 0 P N dSN yN ON 0)) RON'S BARBERSHOP 225 N. Lincoln e CITY OPTICAL 229 N. Lincoln ✓ Z m O W R.0 0 0 U J J c J S 0 Cmco 2 UJ u) —1 CC • Z m2 Zr') J to =O N Q N U co 0 CC0 LAI it I— Z0 N <nJ } Z w i rJ rti N to Conc. /1I 0 / II II \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \ p'#. Conc. 0 .1 GARY MICHAEL'S CLOTHES 743 2nd Street N 7 awning — to N U d0 0 15' II ho co I 6I N . krmr /1' // / OUTDot LIGHyi'NG COtOOLLER.SQUARE D NIGHT MASTER OR {_-RCP // / EQUAL, MOUNTED UPON' EXIST L / *G PO100 AMP 2 POLE FUSED 9/SCONE/PiTYPE,WITH ON 60 AMPP�ss 2 POLE CONTRACTOR /OUNED / / / /CONTRORED CONTROL6.6F ORNAMENTALITSTREETELIGHTS:MANDTONE060UNIT AMP, 2 POLE CONTRACTOR CONTROLLED BY 24 HOUR TIME CHECK MOUNTED IN THE UNIT FOR CONTROL OF CHRISTMAS LIGHTS. (TYPICAL 2 PLACES). 1 NI; I 'ml •I awning o#o O E SIUNT D UP0 'EXIISSTTIIN1 POLLEETSR S R -.EDIICESSNTO/TRAFFIG// AND / / / / / // // // l// // / COtECT NEV CIRCUITS TO mot EXISTING POWER POLE IN ALLEY 1 conc. 0 0 0 cn NEW UNDERGROUND ELECTRICAL CIRC 1 IN 2" PVC CONDUIT. M $II 3-#6 WIRE ST. L� o:li2-#4 WIRES - TRA 'FIC SIGNAL AND INTERSECTION -till COB 2A -HEAD LIGHTS (120V) X11-#4 WIRE - GROUND 0 CO U \ \ \\\\ \\ \ \ \ \ \ \\ \\ \\ \\ \\. • \ \ c Ic 0 U ® mmlooa awing Conc. BEN FRANKLIN 742 2nd Street Water Volvo 21', •48 Valve 25,•91 Grate 41',• 99 DISCONNECT EXISTT G CIRCU.)T TO THE NOR* AND AA NDON. \\ 1- w w \\\ \\\ \\\ \\\ \\\ W II Ul \ \ \ \ \V2"RCPO ^:I - 1 awning a EL. JB. 321,•09 • GOODWILL 214 N. Lincoln L conc. •ign awning 1 i�wni MACE CLEANERS 228 N. Lincoln \ \•vil • 11 '0 Conc. sign ,ign aw- L _ 0 �"ll Cont. steps 0 85 Z Z o W C9 c Za 0 =W 2 O ' U Z - ? Z N Z N in • > • HAIR PALACE 238 N. Lincoln P M 171 LL 1 conc. BUILD 2" PVC SCH. 40 CONDUIT FOR ELECTRICAL BUILD #4 STREET LIGHT CONDUCTOR BUILD #6 STREET LIGHT CONDUCTOR 302 L.F. 915 L.F. 402 L.F. i SIIRVFy rL LINCOLN AVENUE ONE WAY ADAM KOHL INS. 738 W. 3rd St. HIGHWAY FIDIRAL AID PLATE 1 -SINGLE PLAN AND PROFILE -FULL Dor 1TPID�IN FRU.S.A. AD ELECTRICAL SHEET 19 OF 39 U U W W TUU r 0 Z Q W Q W ; W r E > Z" D: Q`O • r O N4atY Z CC W z z z z NOTE BOOK 0 Z 03-5dOCC 613+00 614+00 615+00 616+00 617+00 616+00 0 6) manhole 10',+24.5 Vacan4 600 W. 2nd 0 _f gAiraTe grate G' vault lunderground)I CPQ I O CL" OH CCH /OUTDOOPI LIGHTING CONTROLLER,SQDARE 'fi?NIGFJT"MASTE,'OR siI / EQUAL', MOUNTED UPOfN/EXISTI.NG POLE/ 100 9MP 2 POkt FUSED 0 / D 8'CONN�NECYTYYPE WITH OONE�.40 AMP/ 2 POL CON�TRACI'OR / NIT 11 /FORJJOLENONTRACTORRoL pr NAMENTALLTAL SD EETBY2LIHO TS: TAAME ONE 6ONECtb O60N UAMP, MOUNTED IN THE UNIT FOR CONTROL OF CHRISTMAS LIGHTS. (TYPICAL 2 PLACES). grate 23.5',+,01 CONNECT NEW CIRCUITS TO EXISTING POWER POLE IN ALLEY Qr- \\ \\ \\ \\ \\ Pg \ \ \ \ \ \ \ \ `\ `\ `\ \\\ \\\ `\ \\`\ \\ \ \ \ `\ 615+10, 32' Lt. FOR DETAIL SEE SHEET ' - OF 39 WEAT RPR00F/fi0 MO ED UPON EX SIGNALSD CO / / —0 ,/ / / / all 0-• SII 0 manhole 12.7' N 0 + 0 0 c AMP/2POLE/4USED� �fSCONN T SWIT� / ISTANG POLE FOR SERVICES/TO TRAFFIC / Bf� HEAD4GHTS./ / / / // / / / // / / / / O \ \ \ \ \\\ \\ \\\ \\ \\ c 0;"") N C.? fD� J 0, Luz ART & FRAME SHOP 536 W. 2nd Street CC 0 we 1 Z> ftC 0 > zc to oz to a0 O0 w (N.1 0 0 zm Qc > = 4 tn> 06 g z z. Q c0 -J J W N S CO 40 0, • W D, +. +(0 0 N t+) 2 o m c rn + m o + E + _ V > 0 N 0 CO ne 0 0 O « 0 e m a W M o 0 0 E.L. J.B. 31.5' begin curb +27.5 St. light 30A'+44.4 _t EKisir NCl iC ONDU o sign 29.5',+49.5 Cf rn M tL 0 _—J 15' RCP NEA UNDERGROUN IN 2" PVC CON 1— w w C F l ^ W VI p 73 C�) /ELECTRICAL IT. CIRCUIT 2-#4 WIRES -/eI "fes► -11 GNAL AND INTERSECTION /COBRA -HEAD LIGHTS (120V) 1-#4 WIRE eci//GROUND w// 1/ /1 /1/ JACOBI'S CARPET 3rd & Denver Avenue drop curb +53.9 valve 30',+75.3 valve 32',+80.8 manhole 29',+93.2 - 5f begin curb +08 grate 23',+27 CO m1 1 )39 SCALE Z /\ ,_2d Survey Q DENVER AVENUE ONE WAY i' BUILD 2" PVC SCH. 40 CONDUIT FOR ELECTRICAL BUILD #4 STREET LIGHT CONDUCTOR BUILD #6 STREET LIGHT CONDUCTOR 151 L.F. 915 L.F. 402 L.F. SCALE: r = 20' HORZ 1' * 5' VERT 1930 1925 1920 i 1930 1925 1920 PROPOSED ::% QRADE tD to M as as to to ar 0 cr tD FY m 1.0 N ko N • EXISTING .. :GRAP.E N N w tv! o •o N N to m to 0 1!) to 4 n io co 0 NY • N N" `t N�v, C! 0 n m W o N N N 1 N N N 613 10 1'Y7 tD f, O 614 RS 4 4 Ki....Q It 0 0 N I 615 10 + el In 10 >0 616 + 617 0 0 4 0 In 618 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT .IICDS INNUE.A. ELECTRICAL SHEET 20 OF 39 1/2' E.J. W/SEALANT SINGLE BRICK PAVER TYPICAL RAMP WHEELCHAIR MEDIAN CROSSING RETAIL OF HALF- INCH LIP NOTES: /). THE NORMAL GUTTER LINE PROF/LE SHALL BE MAINTA/HED TNRDYGN THE AREA OF 77IE (AMR 2). S7/RFACE TEXTURE OF THE RAMP SHALL BE THAT OBTAINED 8Y A COARSE BRQOMING , TRANSVERVE TD 771E SLOPE OF 771E ,01MP 3). CARE SHALL BE TAKEN 7D ASSURE A UNIFORM GRADE ON THE RAMP, FREE OF SAGES AND SNORT GRADE CHANGES. 4). A ONE-HALF INCH LIP SHALL BE REQUIRED ON RAMPS EXCEEDING 77///777- SIX LNCJ/ES W W/DTH 5). CURS RAWFOR 771£ HANDICAPPED MAY BE MADE 70 MEET LOCAL REGU/REMENT5 If 77k/SE REQUIREMENTS MEET OR EXCEED 77415 STANDARD. A) CURB RAMPS FOR THE NAND/CAPPED SHALL BE INCLUDED ON ALL NEN CQVSTRVC77ON AND RECONSTRUCTION OF CURBS /N MUNICIPAL?/ES -, kE5/DEN7AL DEVELOPMENT'S AND SANITARY AND IMPROVEMENT OISIRIC75 QEYONO 771E ZONING JURISDIC770W CP 77/£ AMJN/CIPAUTIES. 45 Nr =II BRICK INSET AT CURB b-Le•(e-L HWM. OF REM) BV SPECIAL PRwwOWS JOINT SEALING PILLER w/ v4- R. X40 x 30 B4kS ® /tick r•-- Cl/A/2 KEYED CONSTRUCT/ON Joiwr 90 TYPE JI t near. PRAY C PROS. TYPE Et CURB RAMPS AOR T/lE WANDICAPPFD BRICK PAVER ON 1/2' MORTAR SETTING BED JT. SEALANT W/3/8' POLYTHYLENE BACKER ROD SAW CUT DEPTH 11/2'OR FORMED JOINT WITH,J<EY,.WAY BRICK INSET @ JOINT rJOINT SEALING FILLER ro N m —'jI I3' 18' 1 1 16' 8. 1 EXP. JT./ NOTES: 1) PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED. EXPANSION JOINT DETAIL SLOPE (SEE CROSS SECTIONS); CURB DETAIL 45e — PAINTED CROSSWALK (BY OTHERS) • BRICK //// 1/7/ �CONCRETE WALK BUILDING BUILDING LINE BRICK PATTERN DETAIL z PULL BOX ORNAMENTAL T LIC� BRICK PAVER ON 1/2' MORTAR SETTING BED CONC. WALK ul 8 3/8' BRICK INSET MIWT SEAL/N6 FTLLER 44645. 1Iq W/0771 OF SAW BLADE \l 2 r .•A.0 x 3D"LON6 a 30' % ON LOA6I7VDINAL JO/NTS . 6-6.4-6 WWM OF REVD. BYSPEC/AL PREVISIONS) SAWED COA/TRACTIDA1 Jowr ) 4 54w CLT C4-0'M/A/ - MANN0LE5 ) (.2t0" MN/ - DEAAVL/TS / • WATER VALVES) OSA1C. PAVING / NhN. EXIST. PAVING OR GROUND CONC.. BRICA'S OR GRALE'R BL4045 1 GROUT (OSED 70 AOJOST As/NG COVER 7D PROPER NE/GNT) T PI CAL MANHOLE COVER ADJUSTMENT C FDR MANHOLES , CLEANOors f WATER VALVES) LIGHT POLE t—AIR S' IS RIP 4' ALAS CHAIR bET. 20'FRP /11/ BUILDING LINE 40' FI HY RE DRANT LIGHT POLE, PULL BOX, ORNAMENTAL LIGHT, FIRE HYDRANT, AND TREE LOCATIONS SHOWN ONLY FOR JOINT LOCATION 50' S OF Cr 3rd STREET END BRICK PAVERS 30.0' 20' R. BRICK PATTERN LAYOUT TYPICAL CORNER SECTION SCALE: V=5' LO N 1.25' 10.0' 6.0 30.0' PAVEMENT 3rd STREET 6.0' 1.25' GEOMETRIC DATA TYPICAL CORNER DETAIL N CV 4 5 • 1 f- 11/2' l 1114' TREE GRATE DETAIL 7501 TREE GRATE DEETER FOUNDRY, INC. 1) ........................................................ ...................................................... ........................................................ %e.-- BRICK(TYP.) BRICK PATTERN TO HAVE APPROXIMATE 10 FOOT SPACING, EQUALLY SPACED TO MATCH WITH EXISTING DRIVES AND/OR NEXT INTERSECTION CONFIGURATION. 60' EXISTN{G PAVEMENT , EXISTING PAVEMENT TYPICAL INTERSECTION JOINT PATTERN • SCALE: T • 10' DAT E �OVEMBER, 1985 SCALE AS SNOWM DRAWN,/ '/ K. KLMJE JOB N0. 330P5 NASTIkICS BI D SHEET, 21 OF 39 TYPICAL 12' G_C C,.. THICKENED EDGE WITH f EXP. JT. 12' C -C ■■L,■ TYPICAL TYPICAL EE L_ asill - 11111E1in _II. ....■'�■. •' \�__ ■E,__ I Ell III Emir- 1... `'. 4 ■■n- ICTHICKENED EDGE WITH 1' EXP. JT. EXISTING PAVEMENT TYPICAL INTERSECTION JOINT PATTERN • SCALE: T • 10' DAT E �OVEMBER, 1985 SCALE AS SNOWM DRAWN,/ '/ K. KLMJE JOB N0. 330P5 NASTIkICS BI D SHEET, 21 OF 39 OAST PON RING & COVEwt.,. w MACHINED BEARING SURFACE 24" ADJUSTMENT RINGS len MAX. STANDARD PRE—CAST CONIC SECTION E ---(ECCENTRIC SHOWN) N co CONC, GROUT NVERT 2" SLOPE' MN. PIPE, TYPE & SQE VARIABLE ONE HALF OF PPE EMBEDDED N CONCRETE PPE SIZE VARIABLE STANDARD . MANHOLE & DROP DETAILS NO .SCALE Ditch V Y- Branch Main or Lateral Sewer i i / Riser Main or Loterol Sewer No Sco/e Note.' ETI. 4 0 Anchor ears Hugs fa risers to be furnished if need- ed or specified. Borst Anchor to bonk, / anchor per length of riser 90° Ell. Y — BRANCH and SERV/CE RISER DETAILS Ground Line 3 Earth Fin-›- Cast i//.— Cast Iron Machined Frame and Cover 450 ELL 2' x 21x 8" Concrete Support. Pi • e Size Voriob/e 45 ° E//• /8" x /8 " Concrete u,•ort Block LAMP HOLE DETAILS 1 1 1 1 1 1 1 1 No Sco/e _ 1 1 1 1 21A of 39 33-SdOCC TRANSVERSE BARS BARS /N SIDE BENT A5 SHOWN IBAR$ IN TOP \IBENT AS SHOWN T VERTICAL BARS TRANSVERSE BARS BARS IN BOTTOM BENT A5 SHOWN END ELEVATION SIDE ELEVATION SIDE ELEVATION (0°) CONCRETE COLLAR TABLE OF OUANTIT I ES �TjE'p. PI"F. 6 C'CO'LcIttT p�pry,�y • Cf 5T FI i2 6• TRANS -VERT. 46 I SIDE 33 48 jr.• 3 8 36 5/ 4T• 0 39 53 '5" pp 0 • 36 50 Is• O • 40 52 30• 0 • 43 55 45• 0 • 47 58 180 0° 0 42 55 150 Q - 49 59 30° 0 - 56 63 45° 0 • 64 66 24" 0 • 0 53 61 5• 0 • 63 65 97• 5 42" d3 ° 00p 12 3d 3 6 48" 3" Z8jg6 >is 30• 0 96 8z a5' / . 14 88 36 0• 0 77 76 4• 1 - DI 83 30' I - 26 91 450 1 53 98 1.66 " . 0° 0 96 93 /50 1 - 3! 104 30' I 69 115 45° 2 - 09 130 0° I • 16 98 15° 1 • 66 110 30' 2 199 123 SQ 34 08 5' 2 • 01 121 SOA 2 70 136 44 • 3 - 44 152 60"u• 0• 1 54 110 2 • 39 128 30• -28 144 45• 4- 23 104 DIMENSIONS SCHEDULE 0 BARS SIZE OF PIPE "D" .T. BAR SIZE NUMBER OF BARS TRANS -VERT. TOP I SIDE BOTTOM /2" 2 5O.5 12 4 2 4 IS" z%' 005 " 12 4 2 4 It 21/i ' 12 4 2 4 24" 3" 0.11 22 4 2 4 30 3Y2 - 12 4 2 5 36" 4" 0.37 " " 12 4 2 5 42" 44" . 12 3 3 6 48" 3" 066 " " /2 5 3 6 54" 57 " 12 5 3 6 60" 6" 1.37 . " 12 3 3 6 DETAIL OF COLLARS SHOWING REINFORCING STEEL R-1 REV '10-22-7E4 Add.4 12"515- RP., N°' DATE : DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN Na 425 COLLARS AND ELBOWS FOR CONCRETE PIPES APPROVED' FEBRUARY 22 1974 DATE 4ROADWAYO(N ENGINEER SCALE IAS SHOWN C DIA. A 8 T H W CONC. FOR 1 -PLUG 12" 4" 9" 2" 1'" 4" 003 CU TO l5" 4" 4' 214" 1.-734 \ 005 " 18" 4" 40 2Sii" 1. -ll' 0.07 . 24" 4" 4" Z3- 2'- 5W 0.11 30" 4" 4 3" 3'" 0" 2 a/7 " " 36' 6" 6" 3W" 3'- 7" 0.37 " " 42" 6" 6' 41 4'- 251 m a 0.51 0 " 48" 6" 6' 5" 4'- IO" w 066 " " 54" 6" 6' 3W - 3'- 3" 4 0.84 • ' 60" 8" 8" 6 " 6'- 0' N 1.37 . " 66" ' B" 8" 6Yi 6'- 7" 1.66 " . 72" 8" 8" 7 " 7'- 2" 1.97 " " 78" 8" 8" 7W' 7"- 9' 2.30 84" 8" 8" 8' ti 1. W B A 0 w CONCRETE PLUG FOR STORM SEWER NOTES ALL CONCRETE SHALL BE CLASS "47A -S; "478" OR "47C-5" BEFORE PLACING THE CONCRETE ALL LOOSE DIRT SHALL BE REMOVED FROM PARTS OF STRUCTURE COMING IN CONTACT WITH NEW CONCRETE. EXCAVATION FOR CULVERT PLUGS SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIOEREO SUB SIOIARY TO 1TEM5 FOR WHICH PAYMENT /S MADE. I I` / 1 RI 19-10-741 TAP FOR EXISTING STRUCTURE" - REV. N0-1 DATE 1 DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N°- 428 CONCRETE PLUGS AND FIELD PIPE TAP DETAILS APPROVED' FEBRUARY 22, 1974 SCALE AS SHOWN // �A� DATE diatwAA-IU 69_. _stn. I., 1 e ROADWAY DESIGN ,ENGINEER 4'-45 ELLS 4'-45 ELLS�� 2Y is 4'-45 ELLS ELLS GAS RELOCATION . STA. 337+28, 31' LT. (BY HASTINGS UTILITIES) 4'-45 ELLS 4'-45 ELLS 4'-45 _.ELLS -�20 `4'-45 ELLS GAS RELOCATION STA. 340+33, 32' LT. (BY HASTINGS UTILITIES) 4'-45 ELLS 4'-45 ELLS � 20 - ELLS - ELLS ELLS GAS RELOCATION STA. 333+83, 31' LT (BY HASTINGS UTILITIES) GAS RELOCATION STA. 330+40, 32' LT. (BY HASTINGS UTILITIES) REMOVE EXISTING WALK " W SECTION A—A BARRIER CURB RELOCATION DETAIL STATION 327+22.7 LIFT BARS AT CORNERS OF SLA 4 4 J 2" CL. 0) N° 4 VERTICAL WALL BARS UNIFORMLY SPACED AT NOT TO EXCEED 16" CTRS. SECTION X -X LS SPAN Y W PRIMARY SLAB X Z REINFORCING 12 - N° 5 x 31-0" DIAGONAL BARS, 8 REQ'D. +ilkm 1 N / 1 it 1 1,HORIZONTAL 2" CLEAR WALL BARS NO. 4 BARS @ 12" CENTERS 0) 0) TYPICAL • LS \ SECTION X -X LS SPAN Y W PRIMARY SLAB X Z REINFORCING 12 - N° 5 x 31-0" DIAGONAL BARS, 8 REQ'D. +ilkm 1 N \ 41 • r 4 /4/ Z=LS+10' MANHOLE TO ELEVATION DISTRIBUTION REINFORCING 4'-0" 5'-0" 6'-0" 8 1/2" 3'-10" 4'-10" 5'-10" 9" 9 1/2" 6'-4" 7'-4" 8'-4" 5'-4" 6'-4" 7'-4" TABLE A #5 @ 5 1/2" CENTRS. #5 @ 5" CENTRS. #5 @ 4 1/2" CENTRS. GENERAL NOTES ALL CAST -IN-PLACE CONCRETE SHALL BE CLASS "47B'; THE TOP SLAB MAY BE CAST -IN-PLACE OR PRECAST, BUT IF IT /S PRECAST /T SHALL BE SET INA FRESH BED OF MORTAR AND POINTED UP INSIDE AND OUT. THE MINIMUM COVERING, MEASURED -FROM THE FACE OF THE CONCRETE TO THE SURFACE OFA REINFORCING BAR, SHALL BE 2 INCHES EXCEPT AS SHOWN. #5 @ 11" CENTRS. #5 @ 10" CENTRS. #5 @ 9" CENTRS. 1 TOP SLAB PRIMARY SLAB BARS DISTRIBUTION BARS CAST IRON FRAME & COVER DEETER FOUNDRY NO. 1030, 450 LBS. (OR APPROVED EQUIVALENT) GROUT, BRICK OR 26' / PRECAST CONCRETE RISER w -J m 4. X • Tit . 2" CLEAR TYPICAL t / 0 • HORIZONTAL WALL BARS NO. 4 BARS @ 12' CENTERS 4 VERTICAL WALL BARS NO. 4 BARS NO. 4 DOWEL BARS TO MATCH VERTICAL WALL BAR SPACING 1 yPIPE WALL THICKNESS 9 0 • Y I DISTRIBUTION BARS FLOWLINE OF MANHOLE PRIMARY SLAB BARS 1111111111111111111 111111111111111 lIIIHhIH 11111111111111111111 MANHOLE DETAILS X=LS+28' BASE SLAB BARS 1PRIMARY SEE TABLE A DISTRIBUTION BARS SEE TABLE A r CONC. SLAB J antrenton II J RCP PIPE AS SHOWN ON PLANS 30- x 30- CAST IRON ORATE 6 FRAME DEETER FOUNDRY NO. 3236. 25D LBS. IOR APPROVED EQUIVALENT/ INLETS 1, 2. 3, t 6 1 ORATE W/FRAME INLET 4 2.ORATES W/FRAME •INLETS 1, 2, 3. 6 5-26• INLET 4-25• SECTION J—J CATCH BASIN WITH GRATE DETAIL 1 Y-6'-0' TO 18•-0' • GUTTER LINE LIMIT OF GUTTER DEPRESSION FRONT ELEVATION OF CURB INLET THROAT 2 NO. 8 BARS @ 8' C -C CAST IRON FRAME & COVER DEETER FOUNDRY NO. 1150 OR APPROVED EQUAL. VARIABLE BACK OF CURB HORIZONTAL WALL BARS NO. 4 BARS @ 12' C -C VERTICAL WALL BARS NO. 4 BARS NO. 4 DOWEL BARS TO MATCH VERTICAL WALL BAR, SPACING DISTRIBUTION BARS PRIMARY SLAB BARS CURB INLET DETAIL PIPE WALL THICKNESS CATCH BASIN DETAILS STRIKE LINE PLAN OF INLET THROAT GENERAL NOTES BASE & WALL DETAILS SHALL BE AS SHOWN FOR MANHOLES. INLET THROATS TO BE CONSTRUCTED ACCORDING TO STATE OF NEBRASKA STANDARD PLAN 443-R4. CATCH BASIN TOP FURNISHED WITHOUT LIFT BARS. DATE NOVEMBER, 1988 SCALE No SCALE DRAWN X. KLINE JOB N0330P5 HASTINGS BID SHEET 22 F. 39 Oz-SdOCE SIZE OF FITTING THRUST BLOCK DIMENSIONS A B C D * 4" 11-0" 11-0" 1'-0" 3" 6" 11-6" 1'-6" 1'-O" 6" 8" 21_011 21_0" 11_011 6" 1011 1_6" 21-6" 21_601 1 1_011 21-0" 11 12 11 31_011 31_011 21_6 911 16" 4'-0" 21-0" 2'-6" 12" * 4" Solid Conc. Blocks as req'd to bear against undisturbed soil may be used. CONCRETE THRUST BLOCK DETAILS A\v COMPACTED t% 9/11 CURB STOP & BOX /—r/fit I POLYElWYLEAIE IL «i CLEARA1/CE ASiX/T 1 PeRtmE76e Ca41C.OFl7 P40 w"s CA&VIVD 45 • • )V% PLR/METER �"-tSt ./ IP GATE VALVE & BOX / j[W ALK / / / / / CWNC. wiReisT Sari B' ?WO IM.J,—• N1/4 PATCH HOLE 114 WALL TO MATCH EXISTING MATERIAL ro EXISTING_ SERVICE TO BE USED IN PLACE (YR REPLACED PRIVATELY J t A,SE G4AUEL CdVC PAA zi`f/ 1-0ND/STURIIED Sol�- FIRE HYDRANT BLDG. WALL C GATE VALVE AND BOX /--10' WATER MAIN 8' MECHANICAL JOINT WATER MAIN WATER SPRINKLER LINE DETAIL StREET NEW WATER SERVICE COPPER K (MIN. 11 NEW CURB STOP: &,;a0X4/ WATER SERVICE LAYOUT /CORPORATION STOP .�- NEW WATER MAIN 10810:8 TEE 0 0 EXISTING BLDG. WALL TENSILEFORM 125-20 OR APPROVED EQUAL EXISTING REINFORCED CONCRETE SUPPORT FOR WALE( (REMAIN IN PLACE) DETAIL OF WALK OVER VAULT ROOF DRAIN NEW WAU( r— 8' DIP 2 - /� OJ bra.' 6'-80 BEND TO STORM SEWER—. - ROOF DRAIN DETAIL � S 8' CONCRETE PAVING LIFTING •TX• NOOK & WIRE SUPPORT SET SCREW LOCKWASHER DETAIL A POLE CAP 1/4" SET SCREW Q 11EO'01 1•• I.D. RUBBER GROMMET 5/9•' HS. BOLT/NUT SAE FLAT WASHER WEATHERPROOF 120V. DUPLEX CONVENIENCE OUTLET DIAMETER OF LUMINAIRE EXTENSION TO 8E 8.70•• DIA CLEARANCE DIA FOR 1"8 UNC 3" DIA DRILLED AND TAPPED 4.1" 8 UNC LIFTING or HOOK & WIRE SUPPORT SETSCREW IOCKWASHER BOLT CIRCLE TO BE 61/2' DIA POLE CAP WHEN 8E00, DETAIL B CONTROLLER ON NW CORNER OF INTERSECTIONS ONLY POLE CAP •"••-- SET SCREW DETAIL C ANCHOR BOLT COVER 2 4" MIN, ANCHOR BOLT CIRCLE 161/2" DIA 1" 1. D. RUBBER . GROMMET 1" KS BOLT/NUT SAE FLATWASHER GROUNDING NUT ANCHOR BOLT ANCHOR BOLT HOLE 1.3/C DIA DETAIL D LUMINAIRE ARM SPAN 10 FT. LUMINAIRE MOUNTING HT. 2 1T' LAP POLE CAP P CR P pII► 0 ¢ V Ti' DIA. b E DETAIL A LUMINAIRE EXTENSION •e*F-HEMWPiBI- E DETAIL B SEE DETAIL C 2, ROADWAY CROWN TRAFFIC SIGNAL PLAN LUMINAIRE SHALL BE GENERAL ELECTRIC CO. TYPE M -400A CUTOFF WITH 250W. HPS <-=N LAMP OR EQUAL. CMP -2 13A- DIA HOLE WW1. O. RUBBER GROMMET PEDESTRIAN PUSHBUTTON PPS SEE DETAIL D HANONOLE AWAY FROM TRAFFIC 9.503 - F.501 REINFORCING STEEL (SEE SECTION A.A) 8,9.502 9.F-503 CAP PROVIDED FOR) EACH MAST ARM FOUNDATION NOTES GENERAL NOTES 1. TRAFFIC SIGNAL MAST ARMS. LUMINAIRE MAST ARMS, LUMINAIRE EXTENSIONS AND POLE SHAFTS SHALL BE SUPPLIED WITH 1- I.D. RUBBER GROWAST5 FOR CABLE INLETS (SEE DETAILS A AND C.) SIGNAL MAST ARMS SHALL ALSO 8E SUPPLIED WITH 1" RUBBER GROMMETS FOR THE NUMBER OF SIGNALS SPECIFIED IN TME LOADING CHART. ALL INLET HOLES SHALL BE DRILLED IN THE FI E10 BY THE CONTRACTOR. 2. POLE CAPS SHALL 8E PROVIDED WITH EACH POLE SHAFT OR LUMINAIRE EXTENSION. AND SIGNAL MAST ARM. 3. ALL HAND HOLES SHALL HAVE A MINIMUM Of EHINO OF 4- X T. POLE SHAFTS AND LUMINAIRE EXTENSIONS SHALL BE SUPPLIED WITH NANO HOLE COVERS THE RANO HOLE SHALL BE REINFORCED TO MAINTAIN FULL STRENGTH OF THE POLE. 4. SIGNAL MAST ARMS SHALL HAVE A MAXIMUM RISE OF 50 UNLOADED ANDA MINIMUM RISE OF O0 AT THE END OF THE MAST ARM WHEN FULLY LOADED. 5. EACH POLE SHAFT, LUMINAIRE EXTENSION, LUMINAIRE ARM AND SIGNAL ARM SHALL BE FURNISHED WITH ALL MISCELLANEOUS HARDWARE NECESSARY TO COMPLETE ASSEMBLY. 8. ALL MISCELLANEOUS HARDWARE SHALL BE GALVANIZED TO COMPLY WITH ASTM -A153. (EXCEPT THREADED FASTENERS UNDER 3/8 INCH DIAMETER.) 7. THE POLE SHAFT, LUMINAIRE EXTENSION, LUMINAIRE ARM AND SIGNAL ARM SHALL BE GALVANIZED TO COMPLY WITH ASTM'4121 8. A GROUNDING NUT FOR ACCOMMODATION OF NO. 8 AWG COPPER WIRE SHALL BE PROVIDED ON THE INSIDE OF THE POLE SHAFT DIRECTLY OPPOSITE THE HAND HOLE OPENING. 140 GRO.UNDING PROVISIONS WIII BE ALLOWED ON THE HAND HOLE FRAME. 9, TRAFFIC SIGNAL POLES SHALL 8E DESIGNED TO CURRENT AASHTO STANDARDS GENERAL THE POLE FOUNDATION MAY 8E ROUND 91.9480A41E. THE EXCAVATION SHALL BE TO THE NEAT LINES OF THE FOUNDATION. ONLY THE TOP TWO FEET MAY BE FORMED. REINFORCING STEEL (MAST ARM FOUNDATION ONLY( 9.502 5/9'• X )'d", 8 PER FOUNDATION 9.503 5/8" BAR BENT AS SHOWN, 8 PER FOUNDATION -FOYN"AT4814- GROUND ROD (5/8" X 171 AND CLAMP 131E GROUND ROD SHOULD BE PLACED BEFORE THE CONCRETE 15 POURED AND LOCATED AS SHOWN IN FOUNDATION DETAIL, IT SHALL EXTEND AT LEAST EIGHT INCHES ABOVE TOP OF FINISHEO FOUNDATION AND SHALL EXTEND AMINIMUM 09 EIGHT FEET INTO .THE GROUND BELOW THE POUNOATION. ANCHOR BOLTS (MAST ARM FOUNDATION ONLY/ ANCHOR BOLTS SHAH BE 11/2" DIA X 54•• X 8'• A140 SHALL 8E THREADEO. EACH ANCHOR BOLT SHALL BE SUPPLIED WITH TWO HEXAGONAL NUTS AND TWO FLAT WASHERS MICMOR BOLTS SHALL 8E 50,000 PSI MINIMUM YIELD STRENGTH. CONDUIT BENDS CONDUIT BENDS SHALL BE 90A. THEY SHALL BE LOCATED A MINIMUM OF 30 INCHES BELOW GROUND LEVEL. STANDPIPE CONDUIT 2 114C MINIMUM ABOVE TOP OF FINISHED FOUNDATION. WARE BEND THERE SHALL 8E A MINIMUM 09 ONE SPARE CONDUIT BEND INSTALLED IN EACH FOUNDATION WITH BOTH ENDS PLUGGED AND FREE 09 OEB815 AND MOISTURE, CONCRETE CONCRETE SHALL BE CLA5547AS. 4780. 4704. SECTION A - A ANCHOR BOLT CIRCLE DIAMETER CENTERED ON POLE FOUNDATION, ROUND FOUNDATION GROUNO ROO C CLR. ON ALL SOE5 69301 8.9302 SQUARE FOUNDATION 2 - 1/2" HOOKS DISTRIBUTED IN DIFFERENT CORNERS FOR EACH 8AR, LUMINAIRE EXTENSION SCHEDULE DIA. BASE DIA 1 TOP LENGTH GAUGE IUM, MTG. "EIGHT BOLT CIRCLE SS•' 11 30' I 0 _ 2 0 3 NUMBER OF 12" SECTIONS WITH BACKPLATE r NUMBER OF 12" SECTIONS WITH BACKPLATE 1- 2 0 I CMPS 12.0r 9.20" 20' 18.5' r LUMINAIRE ARM SCHEDULE ARM SPAN I ARM SHAFT 512E (FT.) I RISE HEIGHT (IN:%IN.) BASE DIA TOP DIA 10 1'S•• 3,8 X 2,4 BOLT CIRCLE MAST ARM ATTACHMENT HEIGHT NUMBER OF SIGNALS MINIMUM SPACING I 0 _ 2 0 3 NUMBER OF 12" SECTIONS WITH BACKPLATE POLE FOUNDATION GROUT "CHAMFER POLE SHAFT SCHEDULE SHAFT TYPE BASE DIA TOP DIA LENGTH BOLT CIRCLE MAST ARM ATTACHMENT HEIGHT NUMBER OF SIGNALS MINIMUM SPACING NUMBER OF 12' SECTIONS WITH BACKPLATE 0 _ 2 0 3 NUMBER OF 12" SECTIONS WITH BACKPLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACKPLATE 1- 2 0 I CMPS 12.0r 9.20" 20' 18.5' MAST ARM LOADING CHART SIGNAL LOADING CRITERIA 1ST SIGNAL 2ND SIGNAL LT. TURN SIGNAL ' SIGNAL POLE MAST ARM SPAN NUMBER OF SIGNALS MINIMUM SPACING NUMBER OF 12' SECTIONS WITH BACKPLATE 0 _ 2 0 3 NUMBER OF 12" SECTIONS WITH BACKPLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACKPLATE 1- 2 0 I 1 CMP'2 35' 40' gr.', 1D 10' 3 3 50 50 3 3 50 50 MFFE��r B1wBiWRE 12" SIGNAL MEAD PREFORMED EXPANSION FILLER • CONCRETE MEDIAN SURFACE. SIDEWALK, ETC. 0 CONCRETE BASE FOUNDATION 910514 WITH SURROUNDING CONCRETE SIDEWALK OR A MAXIMUM OF 2" PROJECT ABOVE GRADE PREFORMEO EXPANSION FILLER RI I 1-4 Y CONCRETE MEDIAN SURFACE, SIDEWALK. ETC. 9O° CONDUIT BENDS • SEE NOTES ANCHOR BOLTS GROUNO ROD IN CONDUIT P. STRIAN SIGNAL FOUNDATION FLUSH WITH SURROUNDING CONCRETE SIDEWALK OR A MAXIMUM OF 2" PROJECTION IF IN EARTH CHAMFER ANCHOR TSSNPLIEO WITH POLE 90° CONDUIT . . - SEE NOTES GROUND ROD (5/1/' X 24'• SO, OR 140. REINFORCING STEEL NOT REQUIRED FOR PEDESTAL POLE FOUNDATION. 5.31.79 CHANGED POLE SHAFT TOP DIAMETER REV. ANO, OATE REVISION DESCRIPTION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No. 912 TRAFFIC SIGNAL • POLE DETAILS APPROVED 979' A DATE TRAFFIC ENGINEER a. GROUNDED DUPLEX CONVENIENCE OUTLET WITH LOCKABLE COVER WEATHER PROOF 120V, 20A, 3 WIRE /...-- MOUNTED TO C 3X4.1 CHANNEL, 30' LONG, PAINT CHANNEL TO MATCH ORNAMENTAL LIGHT POLES. Compacted Fill Cow:Ptran NMTFVE So" - TRENCH W/ PIPE LAYOUT • 3/4' GALVANIZED CONDUIT PIPE SIZE 4" 6" 814 10" K...._ 3 #8 THW IN 3/4' PVC CONDUIT TO ORNAMENTAL LIGHT POLE DUPLEX OUTLET DETAIL NOTES: FILL DOORS & WALL WITH 8" CMU AND HORIZONTAL WALL REINFORCING EACH COURSE. 2. NO. 5 BARS 0 2'-8" C -C CENTERED IN 8" CMU WALL FROM TOP TO BOTTOM. 3. WATERPROOF EXTERIOR SIDE WITH ASPHALT PAINT OR APPROVED EQUIVALENT. TRENCH WIDTH (MINIMUM) 21 - 0'I 2' - 011 2' - 314 FILL WITH 8' CMU DOOR & WALL BLOCK DETAIL CORPORATION STOP PREFORMED — EXPANSION FILLER 2" PVC Conduit With Wires As Noted On Electrical .Sheets, - co - -1 New Ornamental Street Lighting Luminaire Mc grow - Edison- Doyform Trod/fionoire TRD TR -3393 -leo -v "'------Weatherproof /2OV. Duplee Convenience Out/et Christmas Circuit I I I I LJ 14 Pole, Valmont Industries D5202, Design No. 4.54,4110 Pedestal Pole With Transformer. Bose Wi-th 3 *1271-1W Fixture Wires And In -Line Fuses. ONE ACCESS DOOR WITH 10 SECTION TERMINAL BLOCK MOUNTED INSIDE & ALL WIRES TERMINATED UPON 4 galvanized Anchor Bolts //.//// ORNAMENTAL LIGHT DETAIL SCALE, r, NO 3CALE K. KLINE JOB NO. SHEET 23 OF 39 SIGNAL HEAD CONFIGURATIONS "TS"- DENOTES "TRAFFIC SIGNAL" ASSEMBLY 'PS"- DENOTES 'PEDESTRIAN SIGNAL' ASSEMBLY NUMERAL- INDICATES NUMBER OF SIGNAL HEADS PER ASSEMBLY SUFFIX "OP" (7S -"-OP) DENOTES OPTICALLY PROGRAMMED SIGNAL ASSEMBLY TS-/ PS -I 73-2 PS -2 T3-3 (ALTERNATE) P5-3 TS -4 .SYMBOLS EXISTING PROPOSED DESCRIPTION 0 DENOTES TRADE SIZE ) METALLIC CONDUIT UNDER ROADWAY ���� ��� •�Q") CONDUIT IN TRENCH OVERHEAD (AERIAL) CABLE a • •a.•a0b) . (08) DIRECT BURIAL CABLE VEHICLE DETECTOR (INDUCTIVE LOOP TYPE) VEHICLE DETECTOR (MAGNETIC TYPE) O VEHICLE DETECTOR (MAGNETOMETER TYPE) PEDESTRIAN PUSH BUTTON CONTROLLER AND CABINET .E--• TRAFFTCSIGNAL HEAD TRAFFIC SIGNAL HEAD WITH BACKPLATE E\� TRAFFIC SIGNAL HEAD WITH TURN ARROW ti-- • TRAFFIC SIGNAL HEAD WITH ALL LENSESOPTICALLY PROGRAMMED FLASHING BEACON PEDESTRIAN SIGNAL HEAD LUMINAIRE ON MAST ARM LUMINAIRE ON POLE TOP WOOD POLE WITH ANCHOR GUY PEDESTAL POLE 1`: , SPAN WIRE OR MAST ARM METAL POLE PULL BOX WITH SPARE CONDUIT BEND POLE FOUNDATION WITH SPARE CONDUIT BEND IL SIGN POWER POLE _♦ TELEPHONE POLE HYDRANT UNDERGROUND UTILITY f J I I LOOPSIZE I Q X O ppb PPB �-ANCHOR GUY 0 0 0-71 SPARE BEND F L LAMPS FOR SIGNAL HEADS SHALL CONFORM TO THE STANDARD SET BY THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE). ALL LAMPS SHALL 86 DESIGNED FOR 120 VOLT OPERATION AND HAVE A STANDARD BRASS SCREW BASE. THE LAMP SHALL HAVE A CLEAR GLASS ENVELOPE AND FURTHER BE IN COMPLIANCE WITH THE FOLLOWING: 8" SIGNALS 12"SIGNALS NOMINAL WATTAGE LIFE INITIAL (HOURS) LUMENS LIGHT CENTER LENGTH 776 6000 1260 27/16" 150 6000 1950 2 TRAFFIC SIGNAL AND PEDESTRIAN SIGNAL HEADS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AVAILABLE FROM THE U.S DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, ANO 70 THE REQUIREMENTS FOR LENSES SET FORTH BY THE STANDARD FOR ADJUSTABLE FACE VEHICLE TRAFFIC CONTROL SIGNAL HEADS LATEST EDITION, AVAILABLE FROM THE INSTITUTE OF TRANSPORTATION ENGINEERS 1 REFER TO PLANS FOR SIGNAL HEAD TYPE, LOCATION ANO FACE REQUIREMENTS E 36 736 0 /1L TS-, STANDARD SIGNAL FACE ARRANGEMENTS SIGNAL FACE NOTATION KEY "6" - ALL 8" SIGNAL LENS N- "T"- ALL - "T" -ALL 12" SIGNAL LENS "C"- COMBINATION 8" & 12" SIGNAL LENS / 612 r,2 031 E31 731 0 T32 LSIGNAL FACE ARRANGEMENT NUMBER OF LENS /N SIGNAL FACE 621 T21 0 E22 T22 810 ITEMS XS -0 'T' DENOTES TRAFFIC SIGNAL -- T LENSARRANGEAIENT "P"DENOTES PEDESTRIAN SIGNAL -j ( NUMBER OF FACES VERTICAL SIGNAL HEADS E24 T24 ' 625 725 T33 C 74, 742 751 623 T23 DONT WALK WALK reb AS-, 752 r E20 720 7,9 P5 -I P5 -I T524 TS -1 TS -IL 73-1R TS -!L8 73 -IRB TS -ILL HORIZONTAL SIGNAL HEADS T38 747 TSIRR T48 757 TS -ILL Gran Auow Yellow Arrow TS -IR T58 O TS -1 RR TS -148 RI JUNE .86.,,E .SED chp UPDATED REv NI' DAIL ; ..-" -.a OF REVISION STANC:,=TD PLAN N2 910—R1 SIGNAL FACE CONFIGURATION APPROVED JUNE 1. 1988 I RAFT; ENGINEER TRAFFIC SIGNAL PLAN PREADER SLEEVE 0-1 B-2 FOR ROOD POLES FOR STEEL POLES B-2 FOR ALUMINUM POLES 8-4 CABLE GUIDE NEEDED ON ENTRANCE BRACKET ONLY 6-4 ALTERNATE) POLE BRACKET INSTALLATION DETAILS -C — 1 t--12" ---I —1— P-4 FOR USE WITH THREE HEADS FOR USE WITH BACKPIATE PEDESTAL MOUNTING DETAILS 9 3/16" ---4 B1 BRACKET FOR POLE MOUNTING ONE WAY PEDESTRIAN AND VEHICLE SIGNALS POLE BRACKET INSTALLATION MA 1 MAST ARM MOUNTING ATTACHMENT ROTATABLE COUPLING MAST ARM MA -1 MOUNTING 2" STANDARD PIPE SLIP FITTER (SUPPLIED BY MANUFACTURER) 6" THREADED (ONE END) 2" 0 PIPE NIPPLE MA -1 MOUNTING - _ S"���''����-111111 � SPOT WELDED BY CONTRACTOR SPOT WELD ' 2' 2"--I1 3/8" DIA, HOLE LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED X/1' I.D. RUBBER GROMMET SIGNAL MOUNTING HEIGHT r HORIZONTAL & VERTICAL MOUNTING END MOUNTING ATTACHtMMENT FOR MAST ARM INSTALLATION ,M4-1 MOUNTING LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SIGNAL HAUNTING HEIGHT. MA 5 ADJUSTABLE MAST ARM MOUNTING HORIZONTAL OR VERTICAL INSTALLATION 16 1/2" /A\ SW -1 SINGLE ERTRARCE HANGER SW -2 LZ ENTRANCE HANGER SW -3 DISCONNECT RANGER SPAN WIRE 1 1/2" PIPE CAP 4 1/4" TIE WIRE 1/4" U BOLT CLAMP WELD -1' x E' 'RAP CA ypJ-� 1/2"PIPE CAP TIE WIRE TEL WIRE I HELD IRON—VFT— 3i8" 14.N. c_E 9134 I � ll 3/8" HOLES AND 6/16' BOLT WITH SPACERS SIDE VIEW END VIEWTETHER ASS -ELY DETAIL F.-12 —.{ CLOSURE ASSEMBLY (SEE DETAIL) SIDE VIEW FRONT VIEW 132 BRACKET FOR POLE MOUNTING TWO WAY PEDESTRIAN AND VEHICLE SIGNALS SPAN WIRE MOUNTING DETAILS NOTES A. SETSCREW, CADMIUM - PIATID. B. BOLT TO BE INSERTED AFTER SIGNAL HEAD HAS BEEN PLUMBED. C. 2 INCH PIPE COUPLING. D. CABLE GUIDE, 2 INCH PIPE A5 SHOHN. REMOVE ALL BURRS AND SHARP EDGES. E. LLAD HASHER. F. T.E_vf (I2) TERMINAL CARL: CONPARTrENT. G. COTTER PIN SERRATED SIGNAL IiOUSING 7 SERRATED PIPE COUPLING LOCK WASHER LOCK HUT THREADED PIPE NIPPLE DETAu_ A A SPOT WELDED BY CONTRACTOR SEE DETAIL "A" SERRATED PIPE 'T" OR "CROSS" SERRATED SIGNAL HOUSING LOCK HASHER LOCK HUT 2" 0 HUB (THREADED INTERNALLY) To 8E INSTALLED AT THE SPECIFIED LOCATIONS 1 3/8' DIA. HOLE W/1" I.D. RUBBER GROMMET INTERMEDIATE MOUNTING ATTACHMENT FOR MAST ARM INSTALLATION LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SIGNAL MOUNTING HEIGHT, SPOT WELDED BY CONTRACTOR -.SPOT WELDED BY CONTRACTOR CLOSURE ASSEMBLY (SEE DETAIL) DETAIL "B' ! SEE DETAIL "C' LVAR:ABLE- IRE INLET & GROMMET SIGNAL BRACKET HORIZONTAL MAST ARM INSTALLATION FOR ASSEMBLY WITH TYPE MA 1 MOUNTING GENERALtNOTES 1) EITHERPIPE ) INCH73P SIyI INCL H DEPENDING UPONLL E THE SIGNAL HEAD TO BE INSTALLED. SIGNAL BRACKETS SHALL BE FURNISi1ED BY THE MANUFACTURER OF THE SIGNAL HEADS.. 2.) UNLESS OInERWISE SPECIFIED IN THE PLANS, ALL TRAFFIC SIGNALS mpg' ABOVETHE SHALL HAVE A HEIGHT OF 11 44 !HE ROADWAY SIGNALS ATTFFIC AAHEIGHTL A IOFT0 4FASTOAND TTNEH BOTTOM OF THE SIGNAL HEAD ROUSING OR BACKPLAT-. 3.) ALL SIGNAL HEADS SHALL BE MOUNTED IN SUCH A MANNER AS TO BE EASILY REMOVED FROM THEIR SUPPORTING STRUCTURE. 4.) ONE AND TWO WAY TRAFFIC SIGNALS INSTALLED ON SPAN WIRE SHALL BE EQUIPPED WITH A TIE WIRE. 5.) GASKET SEALING COMPOUND SHALL BE USED IN ADDITION TO ANY LEAD IMSHERS REOUIRED FOR CREATING A WATER- TIGHT CONNECTION BETWEEN THE SIGNAL MEAD AND MOUNTING BRACKET. 6.) SIGNAL HEADS SHALL BE SECURELY AFFIXED TO THEIR.: RESPECTIVE POSITIONS BY USE OF SERRATED COUPLING OR OTHER ACCESSORIES RECOMMENDED BY THE SIGNAL MANUFACTURER. SERRATED LOCKING RING SERRATED 900 ELBOW DETAIL B THREADED PIPE NIPPLE A SERRATED TEE BRONZE OR BRASS SERRATED LOCKING RING LOCK '.ASHER PIPE 'T' OR 'CROSS' LOCK NUT DETAIL C ELECTRICAL LOCKHIIT (IF REQUIRED) Sigi-11EOPREHE OR LEAD WASHER `�- PINNACLE CLOSURE ASSEMBLY TYPICAL ACCESSORIES • NOTE: SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. ITC' CHAMFER (IF IN EARTH) . 3 REINFORCING OARS AT 4" CENTERS (I'O" MINIMUM) TOP VIEW l2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE CONCRETE F 2 c W�vq,'o ETD. SECTION "A -A" COARSE AGGREGATE CONDUIT 4. • 3 REINFORCING BARS SECTION " PULL BOX, TYPE PB -2 172" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE CONCRETE CONDUIT DIAMOND CHECKED SURFACE TOP VIEW NOTE: SEATING SURFACES, Of FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. 1/2" CHAMFER (IF IN EARTH) I'D"MINIMU 1" DRAIN PIPE LOCATED AT LOW POINT OF PULL BOX ` COARSE AGGREGATE SECTION "ALA" • PULL BOX, TYPE PB -1 (DIAMOND CHECKED COVER) • pp.C..L'B.V1\Ji. 2pO0BivaD,1 PiV•Ll?4 P .Q..,.J,. QMJO'QOrA .W...LIC.L• ippQG,r Mr v.,.a, M.Ignina pi.Lv.D. ].LL.,C. ,.o.M.o OJ9 NJ j:...q..6.B:A ......•• 20,4 I2 ;:'00.00, ' TOP VIEW OF FRAME AND COVER APPROXIMATE DIMENSIONS TYPE A 8 C P8.5 12' 20- 18" P84 16' 30- REV. NR DATE DESCRIPTION OF aEV.510N = NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No. 911 SIGNAL MOUNTING APPROVED: JANUARY 14,1977 I SCALE D: Air - A5 SHOWN ��yTIDATE I TRAFFIC ENGINEER NOTE: SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. ITC' CHAMFER (IF IN EARTH) . 3 REINFORCING OARS AT 4" CENTERS (I'O" MINIMUM) TOP VIEW l2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE CONCRETE F 2 c W�vq,'o ETD. SECTION "A -A" COARSE AGGREGATE CONDUIT 4. • 3 REINFORCING BARS SECTION " PULL BOX, TYPE PB -2 172" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE CONCRETE CONDUIT DIAMOND CHECKED SURFACE TOP VIEW NOTE: SEATING SURFACES, Of FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. 1/2" CHAMFER (IF IN EARTH) I'D"MINIMU 1" DRAIN PIPE LOCATED AT LOW POINT OF PULL BOX ` COARSE AGGREGATE SECTION "ALA" • PULL BOX, TYPE PB -1 (DIAMOND CHECKED COVER) • pp.C..L'B.V1\Ji. 2pO0BivaD,1 PiV•Ll?4 P .Q..,.J,. QMJO'QOrA .W...LIC.L• ippQG,r Mr v.,.a, M.Ignina pi.Lv.D. ].LL.,C. ,.o.M.o OJ9 NJ j:...q..6.B:A ......•• 20,4 I2 ;:'00.00, ' TOP VIEW OF FRAME AND COVER APPROXIMATE DIMENSIONS TYPE A 8 C P8.5 12' 20- 18" P84 16' 30- 18" COUPLING CONDUIT LOCKING DEVICE TOP VIEW GROUND LINE CONDUIT =1 COARSE AGGREGATE COUPLING CONDUIT SECTION "A -A" 1 (r -r MINIMUM) PULL BOX, TYPE PB-5&PB-6' 80X MAY BE CAST IN THE SIDEWALK OR MEDIAN WITH APPROVAL OF ENGINEER SEAL COVER WITH RUBBER SEALANT CAULKING- \ • r PULL 1/2 -PREFORMED EXPANSION JOINT FILLER • TO OEPTN OF ABUTTING CONCRETE NOTE: SEATING SURFACES OF FRAME 'AND COVER SHALL BE MACHINED TO AT, FRAME AND COVER TO BE CAST IRON. • ' COARSE AGGREGATE' CONDUIT • NOTES GENERAL NOTES RILL BOXES. TYPE P8-1. SHALL HAVE ONE SPARE BEND INSTALLED AND CAPPED OR PLUGGED AT BOTH ENOS WITH THE CORRECT MBE AND TYPE OF - FITTINGS FOR THE TYPE OF C,ONDUIT FURNISHED. CONCRETE SHALL BE CLASS 478 OR 47A4. ABOCCZTSSypOEUCpsT.S..,.BENDS, AND/OR SWEEPS. ARE SUBSIDIARY TO THE ITEM -PULL COARSE AGGREGATE FOR FILL MATERIAL SHALL BE GRAVEL COMPOSED OF CLEAN, HARD, DURABLE AND UNCOATED PARTICLES, PROLONGED EXPOSURE OF THE PULL BOX ANO COVER TO SUNL IGHT. COMMON ICE MELTING CHEMICALS. OR FERTILIZERS SHALL NOT CAUSE SIGNIFICANT DAMAGE TO THE PULL BOX OR COVER, OR 1/42AIR ITS FUNCTION. CONDUIT TERMINATIONS IN PULL 'BOX SHALL BE FITTED WITH BELL OR FLARED END. TYPE PRI. PB.2 ANO P84 • PULL BOXES WHICH ARE INTENDED FOR INSTALLATION IN SURFACED AREAS. MICH AS SIDEWALKS op SURFACED MEDIANS. SHALL HAVE A LIP OR FLANGED EDGE FRAMING THE COVER OPENING TO PROVIDE' A; FLUSH. FRAMED SEPARATION BETWEEN THE SURFACING MATERIAL' ANO THE EOGES OF THE PULL BOX COVERS SHALL BE EMBOSSED WITH AN ANTI.SLIP dURFACE PATTERN. ' AND SHALL FIT SUFFICIENTLY TIGHT TO PREVENT ENTRelpE OF RUNOFF PULL BOXES, TYPE 141 AND TYPE P8.2, SHALL BE CAPi PABLE"f./F SUPPORTING VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPNFICATION H.20 PULL SOX TYPE PO4 SHALL BE CAPABLE OF SUPPORTING LIGHT VEHICULAR TRAFFIC IN ACCORDANCE WITH AASPITO SPECIFIC/47101411,10 LOADING. TYPE P84 AND pB-4 ILLUSTRATION IS "TYPICAL- AND NOT INTENOED TO LIMIT DESIGN. BOXES OF SQUARE. CIRCULAR OR RECTANGUIAAR RLANSECTION Apo OF EOUIVALENT VOLUME ARE EQUALLY ACCEPTABLE, ot•;,,, • WALLS OF PULL BOX SHALL NOT 'DEFLECT MORE it(AP4 1/4" PER FT. OF LENGTH OF BOX WHEN'INSTAL LED ANO SUBJECTED TO ALM) LB. VERTICAL ' LOAD 'DISTRIBUTED OVER A TEMHIr AREA mm Imop044 IMMEDIATELY ACCEPTABLE MATERIALS ARE: '11) PORTLAND CEMENT CONCRETE CLASS 478, 4744: 12) EPDXY OR POLYESTER RESIN MORTAR WITHSVOVEN GLASS FIRER REINFORCEMENT APO AN APPROPRIATE AGGREGATE:X.41*ER MATERIALS YMICH SATISFY THE ABOVE SPECIFICATIONS E1314 STRUCTURAL. PHYSICALAND CHEMICAL PROPERTIES MAY BE SUBMITTED' FOR ACCEFTANCE. MATERIAL SHALL NOT SUPPORT COMBUSTION INACCORDARICE WITH ASSN 0436.. WATER ABSORPTION SHALL NOT EXCEED 2% OF THE ORIGINALAVEIGHT OF 'THE MATERLA UNDER TEST CONDITIOt4S PER ASTM pa. CH.PCDOXES SHALL BE FUNCTIONAL WITHOUT. FAILURE, THROUGHOUT A TEMPIRArt RANGE Of PULi. BOX COVERS SHALL BE REID SECURELY IN PLACE, BY FASTENERS OF NONAORROSIVE MATERIAL SOON ASSTAINLESSSTEP:OR 23B of 39 Ballillinal Dr DATE . DUMPY vi, D: Air - Aft 23B of 39