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HomeMy WebLinkAboutpd1993-1,2,30 n 4th St 0 Y 1- • 0 WOSK P •4- U U c • m n 1 st St 1 mr w G N;SSIO\ 0 Phase IV 2nd and Hastings Intersection ER PHASE I PHASE II Lincoln Avenue closed centerline 2nd Street north to 3rd Street. Removal of street section - installation of storm sewer and water main to centerline 2nd and Lincoln. 1/2 (1 lane) of 2nd and Lincoln intersection east and west to remain open at all times - 2nd Street Lincoln to Hastings open temporary surfacing through intersection. Centerline 2nd & Lincoln south to 1st Street. Removal of street section - installation of storm sewer and water main south to north radius of 1st Street. ORDER OF WORK Phase I & Phase II may be constructed simultaneously as long as 2nd Street & Lincoln intersection (1 lane) east is opened at all times. Phase I Pavement schedule - Pave from centerline of 2nd & Lincoln intersection north. After pavement placed and cured and opened up to traffic - may close 2nd Street Lincoln to Hastings (Phase III may begin) Phase II pavement schedule - paved from centerline of intersection south to 1st Street after north section of 2nd and Lincoln intersection is paved. PHASE III PHASE IV Removal of street section, construction of water line, storm sewer, demolition, etc. may occur -2nd Street Lincoln to Hastings Avenue. Traffic is now opened up on Lincoln Avenue north from 2nd to 3rd Street. Thru traffic is routed north to 4th Street east to Hastings Avenue and south to 2nd Street or along 3rd Street depending upon drivers destination. After completion of underground work Phase III pavement work will proceed. Removal of south 1/2 of 2nd & Hastings Avenue intersection. Build storm sewer w/inlets and water main (water and storm sewer may be built in conjunction with Phase III if access is maintained as outlined below). After tear out of pavement and in conjunction with any activity above at least one lane of traffic shall be maintained southbound on Hastings Avenue. While tear out of south 1/2 of intersection is made the (north lane 2nd Street) traffic eastbound of 2nd & Hastings intersection shall be maintained. When water main is installed north/south along east edge of 2nd & Hastings intersection at least one lane of eastbound traffic shall be maintained. Paving sequence of Phase IV shall be as follows: 1 Pave south 1/2 of 2nd i Hastings intersection (Area 1). Traffic will be routed across Nt corner of intersection (Area 3) eastbound while south 1/2 of 2nd & Hastings intersection is under construction The south 1/2 may be constructed In halves so as to maintain southbound traffic. 2. Pave NW corner of intersection (Area 2). Traffic will continue to be routed across NE corner Area 3 of intersection eastbound along 2nd Street. 3. Pave NE corner of intersection Area 3. Traffic will be routed across Area 2 NW corner and south 1/2 intersection Area 1 eastbound. The inner 5' of sidewalk adjacent to buildings shall be maintained for pedestrians until the street section is paved along any phase and shall be removed just prior to total sidewalk construction. Exception: If utility connections to buildings are required some removal of sections adjacent to building will be necessary. All sequence of phasing shall be subject to change upon direction and approval by the Engineer. 461-2330 Status of closure of any street sections shall be reported daily to EOC Center 461-2364 by Project Manager. The 24 hours front of contractor shall give each property owner at least advance notification prior to pouring sidewalk in each building. The contractor shall give each property owner at least 48 hours advance notification prior to any scheduled water service interruption. Water service connection shall be scheduled on an individual basis to meet specific needs. r--' B L D DOWNTOWN IMPROVEMENTS AW.NCL 1993-I, 1993-2, 1993-3 MSC !OPT INN 2nd ST & LINCOLN AVE hbstings City Engineering MGN ST IDATE _ _ _CONTRACTOR SVSLO d3G11N AB H=cdc3tl NOILVtl0d000 MOH N Z m 0 0 v z 1 0 0 0 0 0 D m 0 II II ti 3 Z 0- O J 33 n s z m n r bWSLO d3Gw0N AG H30d03d r. NOUNdOdkf00 MOH NVId VINSOJIIVO 3NIAUI m m d3811f1N ONIMddO r d38VNf1N ONIMVd0 d381A1f1N ONIMVUO z z Z 0 0 0 3 Z coD J The VINaosIlVO 3NIAbI i 5 2nd Street 1930 1925 225+00 C C Tribune 908 W 2nd 226 t 00 Winklebauer Photography 900 W 2nd scilii7 ;New cone n • Niiis7 cn1/1 n, NI tpa A cs9h 227t00 7 trand Bldg 28+00 229'00 230+0 Ellys Closet ON Hoff Cleaners Joseph's College of Josephs Solon Gift 6. Thrift Store Foliage Lady Luck Martin/Miller Travel 838 W 2nd 3 834 W 2nd Beauty 8281/2 W 2nd 814 W 2nd Unlimited Pickle Parlor 803 W 2nd 828 W 2nd 810 W 2nd 806 W 2nd 0 F • c O / 1 oc - RC a- r . S c cPG CD f •P Dr PROPOSED OPOSED GRADE, EtST$NG GRADE r il U Parking n,ro stows 131 5 _ ZT it; O C 0.7 • cocci Nebroskaland Glass 13l N Burlington C O 1 1 2 s 0, Project f Survey 4' P nt normo 4 0 s ih 5 s a a _ c x b -,- u r JI 22' 8= Eokes , Hoerets Music 825 W 2nd Parking cT 0 ir r o = ire • c 4",,,y� r I Fabric Basket Weber Studer Budget 821 W 2nd 817 W 2nd i= Rentals 2 813 W 2nd cn GEGIN CONST STA 22944µ A a N • N 10 0• w t • .1- e Tw' 0 O N N 0 0 -0.1892% IRutts Pharmacy Western Sports Vocant 809 W 2nd ' 807W 2nd 801 W 2nd ID F 'R°J B 1 D DOWNTOWN IMPROVEMENTS PRONO 1993-1, 1993-2, 1993-3 DESCR IPTION 2nd ST d LINCOLN AVE Hastings City Engineering DSGN IN DATE 3-19-93 CONTRACTOR DRN BY B A B AR D Y ASIUILTS DRN NO 3 of 48 © 20' RP 39.5' LT STA. 227+40.8 ® 2• 0' RP 38.5' LT STA. 229+89.5 © 2• 0' RP 38.5' RT STA. 227+42.7 0 16 RP 30.W RT STA. 227+48 CO 5' RP 30.5' RT STA. 227+89 ©0 20 RP 35.5' RT STA. 229+89.8 n h 1' 0 H Ao N + 0 A w 10 A N ti N to. O fav N' 0 O O 0 N -U1 + '+ BEGIN CONST. STA 229 t 14 o w N N 225+00 226+00 227+00 228+00 MNMWAT II.[.AL A1. /MILT PLATE I -SINGLE PLAN AND PROFILE•ruu DOT nom MM.TI.0. U •A a 0 N a 10 N 1' w 04 0 N + 1 0 r N 0 • to N O a N • is N 0 • N SCALE: 1'-20' HORIZ. 1'-5' VERT. 1930 1925 O PROPOSED in s 04 GRADE 229+00 230+00 .EXISTING RADE GEOMETRICS AND GRADES 1N 1HH{IIHIIIH NUl IVHC7d(1111 (11UH N. IH VH( Id11(1 l 11 _ 2 z 2 2 230 + 00 231+00 0 I � � IIt, <1 'ol 2nd Street ONE WAY 4 r - ai c C U C J ° ns t u conc, Bei Franklin 742 W 2nd e 232+00 233 +00 8 •' - n n i a = I Sherry's Hallmork Fashion Brown's Imperial Office Equip AAA Ins Lopers Bake Dusty's „ Bert's 742 W 2nd Crossroads iShoe Fit Jewelers Service 714 W 2nd Shoppe Records 3 Pharmacy ,, 730 W 2nd 726 W 2nd 722 W 2nd 718 W 2nd c. i. 710 W 2nd 706 W 2nd i= 700 W 2nd 5 3 H ti c f 234+00 1 0 C 235+00 Crowleys Business World 642 W 2nd Products 634 W 2nd R u n cod c.mm, n n ry on Nnt re ^ n N _ rys: IIS/ (k)• '.Y n • 2 RCF • 2 SCF E k N Gory Michaels Clothiers 743 W 2nd Gocc . • n !Today 6. Julie's Work Vacan' Yesterday Basket -;;:1725W 2nd Shoppe 731 W 2nd 733W 2nd h'' Robertsons Home Furnishings 705 W 2nd Blunt,Ellis,6. Loewi / Mid West Farm Management 701 W 2nd o anc 1930 1925 PROPOSED OPOSED GR▪ ADE EXISTING GRADE W • N 0 • 1D N M H H 230+00 -0.16„ • 51 -01 + + • • 10 N ni 1111 - If! 10 N w N 1� VPI STA. 231+00 L- 50 •-+0.09' ELEV =1926.111 0 0 10 01 A N 0 0 PC N a to h ea cu 10 04 + -o • an 231+00 232+00 X,33+00 0.)44 co • N • N /D N 1 • VPI STA. 233+75 L=100' on -0.14' ELEV .=1926.14 0 0 si N I con(' 1' • M..M.•, rI.ER•l A.. PLATE 1•SINGLE -AN AND PROFILE-Fut+G 007 10711.10fr..4TE1 h u 1 • 0 w • 04 1.2 h _First Federal Redmon's Shoes Savings a 641 W 2qd Loan 647 W 2nd 0. i 40 01 + Rhoades Mens Wear 635 W 2nd 0 3 1 s N 0 END CONST STA 234+73 Prefect E Survey © 20 RP 30.5' LT STA. 230+0.5 4© 20' RP 39.5' LT STA. 233+34 O 2• 0' RP 39.5' LT STA. 234+34 0 20' RP 35.5' RT STA. 230+69.5 405 2• 0 RP 35.5' RT STA. 233+34 © 2• 0' RP 35.5' RT STA. 234+34 -0.566 % N 4 N END CONST N 01 STA 234+ 73 INON ABH-111610-11-1 PRDJ.B1 D DOWNTOWN IMPROVEMENTS PRO' N°1993-1,1993-2,1993- 3 DESCRIPTION 2nd ST & LINCOLN AVE Hastings City Enginnring COON M GTE 3-19-93 CONTRACTOR DM .Y BAB AP}iJ .'� / /lT.•M/// ASWILTh DRN. NO 4 of 4C SCALE: 1'=20' HORIZ. 1'=5' VERT. 1930 1925 PROPOSED 1 01 GRADE 234+00 235+00 EXISTING ISTING GRADE GEOMETRICS AND GRADES I I IH9WIIN All H1111111 WI LAN HOLLI 1 ORPfJHA1 ION • NU IVHOHHI I7 (] 0H NV t 3.4 • C cc 0 —J L.L 0 CC 0- NO f[ SOOK 0 z 1930 1925 ' 1920 PROPOSED GRADE EXISTING 9. GRADE 407+00 U I< a: 408+00 Al • 0 409+00 313 N N 0 L ul c • N -33 y W 410+00 4-1 1 N • • ID Grate. • N N L ^ • 0 1 to 0 • N n 411+00 •,6 • MURPHY'S BAR 107 Lincoln ELEVANIIS LITTLE CASA' N PJ IS BAR N 117 N Lincoln r 412+00 r` 04 • t EDWARD D JONES 125 N Lincoln n overharig _ _ 14 050 ti1'1 1 ti1.1 0 49 URVEY 9 124' J Tel M H • �t. 4" t. LI \COLN AVENUE • • ONE WAY \ -•• 0 a GRAVEL PARKING VPI STA. 407+60 L-$0' s--‘0.25 ELEV.-11131.61 r,Roof Drun LOADI N DOCK Fir - Hydrant Conc Walk Rn} Dr•n a CASH -WA CANDY 737 1st Street PARKING LOT N 0 YM STA. 405+50 L- 70' .-+0,25 ELEV ' 152!.15 c • a. gas B.M. #2 - SE CORNER 1st STREET & LINCOLN PMENl1E. CHISELED "X' ON NW CAP BOLT OF FIRE HYDRANT ELEV. - 1930.16 • w r h N 0 111 0 r a 1, O 407+00 408+00 V + e• 01 R r N 0 N O cm N w w 10 N 0 1 f I� wlea STA. 410+50 START CONST. w ct N a a 1 w N N VPII STA. 410+75 L-50 s--0.05' ELEV.-1927.52 ry • U • 0 r 5' RP 51 5' RP I@ 3 RP ©5' RP 0-35' RP 5' RP g 5' RP 5' RP • 0 % u •• , 01 X z n 0 35' LT 35' LT 35' LT 115' LT 35' RT 35' RT 35' RT 31FAi Conc Whlk • GARY MICHAEL'S CLOTHES 743 2nd Street STA. 405+0T STA. 405+41 STA. 411+55 STA. 411+71 STA. 411+55 STA. 411+75 STA. 405+04 STA. 405+24 O 1* 04 409+00 • HIGHWAY FEDERAL AI• •MEET PLATE 1 -SINGLE PLAN AND PROFILE FULL DOT TFIE NTE PRINTER m u • A 410+00 411+00 w O + h r 0 l9 is O n • 1n 412+00 M'` B l D DOWNTOWN IMPROVEMENTS PROENIL 1993-I, 1993-2, 1993- 3 2nd ST 8 LINCOLN AVE f bstmgs City Engineering O••N n BATE 3-19-93 CONTACTOR OM .Y• BA B •Y I A•WRTn SAN N0. 5 of 48 SCALE: 1'-20' HORIZ. V-5' VERT. 1930 , 1925 1920 PROPOSED GRADE EXISTING 2 GRADE 1. NIWf IN AB 11111Hflal 11H NINON All 61-1[1t1( Its/ NOIIVHO,410 1 01[I13 NV 1 • 0' 2 0 r 0 0 O O z VIN:03I1V7 3 GEOMETRICS AND GRADES Iv ni IN All II JINHI IIIVJ 3NI i 0 z W i 0 1 - Q 0 NOTF ■OOK 0 I W J 1•L O CC CIL NOTE BOOK 0 412+00 413+00 414+00 415+00 416+00 417+00 EDWARD D JONES 125 N Lincoln w••d basement /••r Conc r 801 W 2nd Street n•.•1 %til. nF trim I B.N*.y �-J v i___4 awning X., 4,. L _ kit./ �N IN U c 0 U 1- 11.1 W L.L D N 0- U tC 11 RpP 12,i is R NA - 0 U O U r owning MARTIN MILLER TRAVEL 800 2nd Street ba••rment Ise stairway • • DAYLIGHT HAIST DONUTS JEWELERS 215 N Lincoln 219 N Lincoln c n 0 ✓n o 0 u -- 0 01 J Q F a c 2 c } 2 = 0 p C N 2 Q O e, n C N .0 V O J ` c U in J }z 0z 03 re) Den CN cDN NC O N RON'S BARBERSHOP 225 N Lincoln 0 • 0 CITY OPTICAL 229 N Lincoln awning •'a 00 cc z W O_ Z r 00 U J h J c J n J U o 410—i6 -1 e- O c , c UJ I cAJ ccz mz Z— zM JM N N J N0 Cr (n cc _O W z o a z C_ AO IBJ NWe } F J w z 1— JN- I az cc N Q en co JN fi (• a• ace 4 6_12 n=P ` GARY MICHAEL'S CLOTHES 743 2nd Street awnig- r- 11 \ pp_ ‘04- .0 15 RCP r 12 RCP & / - l/� ' awning 1 Conc Hing u,n awning 'owni cone sign c� n 0 N x . a Z BEN FRANKLIN 742 2nd Street • GOODWILL 214 N Lincoln N 0 O MACE CLEANERS 8 ° 228 N Lincoln z z 0- In N n • P • 2 h c u,n awning } U z z o W L7 c za 0 =w c Z Q Cr Z— f (.11 r� (n— N ace• CL—tc 4.41 • s 0 HAIR PALACE 238 N Lincoln 1 t+l:1 ELtatIc ,J i0 v1 LINCOLN iENUE I OnE w.Y Ij� EXIST. W' WATER I I I II Id II I ADAM KOHL INS 738 W 3rd St PR" 8LD DOWNTOWN IMPROVEMENTS 1993-2, 1993- 3 NS. 1993- SCXRIPTIIM 2nd ST & UNCOLN AVE Mistmgs Crty Engineering OM BY DATE 3-19-93 c0NTRACTM OHM. ayM• BAB •T US % .NO IM MO. 6 of 44 1930 1925 1920 • PROPOSED GRADE EXISTING GRADE STA. 412+43.47 STOP CON UCTION 70.3000% 0 0 w N • t s 0 N 0 0 14: N 0 B. M. - 3rd STREET AND LINCOLN AVENUE. SOUTHEAST CORNER. FIRE HYDRANT. -X' STAMPED ON NORTHWEST SONNET 501..T. ELEV.= 1027.41 2 N o 0 0• or, t▪ V Air STA. 413+43.4T • 5' RP te 5'RP Q 5' RP 5' RP 55.0' LT STA. 414+49 35.0' LT STA. 415+13 35.0' RT STA. 414+44 35.0' RT STA. 415+13 0 0 A. 414+ $4.05 VPI STA. 414+23 L=1'00' *1=-0.04 ELEV.-25.42 K a • AO 0 M 04 0 w 01 0 tIf 01 N 10 .p. 0 D 0 N an ea er 0 N N • 0 0 N 1' N w 0 l0 cg 16 4 tee 01 -N N 0) N 0 h N 0 a SCALE: T-20' HORIZ. V-5' VERT. w 0 a PROPOSED GRADE EXISTING GRADE 1930 1925 , 1920 412+00 413+00 _ 414+00 415+00 416+00 417+00 HIGHW 10 SHEET PLATE 1 -SINGLE PLAN AND PROFILE FULL Dor leTlSFnrrrf PUNTED M U • . GEOMETRICS AND GRADES + n ;8 3 2 • 2' 2 G z 5 11V4 1 9 RIWOIN AR 930H(It NYS/ J N 19 W UHI JFH CY NIJMSEH U/ JAH 2 2 0 c 0 0 n c 2 JINMIi311V 1 3N1/V11 • IINI 1f1113NIA01 • a J 0 NOTE 0000 • 2. 0 00 c i W F X to 802 W 0 V0C i3= aJN:1- NOTE OOOR • s 2nd Street 225+00 226t00 227 +00 228+00 229+00 230+00 n Tribune 908 w 2nd n TION e n • Winklebouer Photography W 2nd 4 • -4.9 ■ C • • • • • • n r CI nal 060 COw • Y 0 Strand Bldg n n n irn"A A I 1K n N , poi❑ ictiCH7- Elly s Closet 838 W 2nd • ;Hoff Cleaers ! 554 W 2nd Q I swam — — — Cat 0 . • N • • Joseph's College of Beauty 828 W 2nd swan, �1 • • ▪ • n • n Joseph's Solon 828 V2 W 2nd 1 Gift 6. Thrift Stora 814 W 2nd Foliage Unlimited 810 W 2nd • A N G n • A • ••. -.o •.4.n• N I r s Lady Luck Pickle Parlor 806 W 2nd •.ana, �' i awns L 1' r . to 0 I� t I •N 1`y 1 o�I L"-1 pl n n C • w n 5.1 Martin/Miller Trawl 800 W 2nd 7 12 RCP • 24 PCP 1 •f 24 RCP N• • • f die cone' i It w. 33,e4G50 Parking n • N • • 1 6 n N Nsbroskoland Glaze 131 N. Burlington e 1 v 2i rele4 I • Nn t▪ r 15 RCP n • I I • z r q • r F • !•1 a s 1-1 i 1✓ W • • • • n $ O Parking 12 RCP�12 RCP 12 RCP N 12 RCP BUILD HANDICAP RAMPS 4 PER INTERSECTION ;;.y•1 Project Survey 15' x_ t O A I Hoevets Musk 925 W 2nd Fabric Bakst 821 W 2nd 1 Weber Studio 817 W 2nd $ . • 1Y r N n N V-' Y i = i•.PIn• tT ,i 3udget Rentals 815 W and Rutt's Pharmacy 809 W 2rd BEGIN CONST STA 229+14 Western Sports 807 W 2nd Vacant 901 W 2nd P. PROJ Bl. D DOWNTOWN IMPROVEMENTS PAN N' 1993-1,1993-2, 1993- 3 T \MLA. DESCRIPTION 2nd ST 8 LINCOLN AVE Hosrings City Engineenrg r °MN it RGD, IOITEC'OR 3-19-9�CONTR• ..•.••. ORN iY BAB 4PPR0 �SiUILiS DAN NO 7 of 48 1 • • • 1 BUILD PENT 3. ALLEY IIPPROACH. 9iATtON 10 STATION 'L'tSt t*' x'230 -00 •SIDE • 9Q Y09 LT • RT ---464-- i REMOVE PAVEMENT S 1._ ALLEY APPROACH : NATION TN nng.l.4. - 230.00 SIVE SII. Lt '4'1yr...w•.....3N A: LD GONG €TE • 4I1X iC PLAN Mt—RR 1 222+ IA •1239..9.9 LT 1103.Z. Ittatittinkle'!r• •]iii n1 ■rl[,T•I •Until ISMS SISIS 1 i- f r 04 L+Ult•Q tNFg@RAt C 19 'STATION TIS STATION. SIDE 1.31..7D • e•+4 C30 ..-00 22S -r 1.4 .- 2.30 +•00 RT Z4 6 ADJUST DIAMHD'L'E .7Li GRACE STATION SIVE ' " .EITSTAd1ICE ' F•Atri OO • A REMOVE WALK • STATION STATION SIDE 90 Ft' 229+1•4 230+00 LT ran e 229+t4 230w00 RT +6.55 0 • PROPOSED •GRADE • EXISTING GRADE ' . . .A04.4/ T \MLA. #0 :.: frit IRAPE :SIDE r .. ..•.••. STAT! "' .' • ....SINE "' .III S>aAMM -24.5 ... , ETH:... i 14t ]t• • 229 t a LT • ea"... I+ •5• L T ass' • • e2e• r•50 5 Rf • 24, 3 .1 •• ... • • ... . . . - 1- . . ..— ._. • • . _4. . • • • • i �IJXi i A�FIALY APRON STATION '4 STATION: 229 - OQ - 2294.44 . 228 •+40 — 210 +1 • LT 8 •RT SIDE .0 a 70113 • TYPE. . 22.4 44 I 8 a • • r 0080 • • • • r r .134.14_0 tOAL BIN PRI STATION SL RRI�' GKdNO $2291 7795to 2'�O.O T4 ler.{ le:eaf S i N. NDiE' ANY Azimut IN OILD 'COAL BINS 15 TO Z REMOVES - : ALL IJTIIIJ TTES ARE: TO DE MD4ED ST LICENSED CONTRACTOR_ aIDE LIT • PLANT S RNAMENTAL.. TREE Yie1 ATE • R i IS'AN .E... :SIDE r .22094-11.7. 4.; •-•• ..•.••. . Z4_•5 . LT . -229 . Art" . ........ -24.5 ... AT • 40 A • • • 1 CSF r • • cn xv 4-4 -0 t692% • , SCALE ice EXISTING ! 1930 . 1925 1920 22 7 + 00 228+ 00 229+ 00 WINS MIMS ID 114 PAVING 131 LANDSCAPING 1 00 aW�CC U W U W u= f w W W lsa _I -Jst �1- 1/1 G < t Q -J 0 N OTE •ISN W 0 • 0 u 2 c i W F sozW c Vet gig a25:1 J 0 0 N OTE BOOR 2nd Street ONE WAY 230 +CO 231+00 232+00 233 +00 234W 235+CO ai J 1 15 Nor car Ben Franklin 742 W 2nd Sherry's Hallmark 742 W 2nd • Fashion Crossroads 730 W 2nd Brown's Shoe Flt 726 W 2nd Imperial Jewelers 722 W 2nd Office Equip AAA Ins Service 714 W 2nd 718 W 2nd 8 Lopsrs Bake Shopps 710W 2nd Dusty's Records 706 W 2nd N Bert's Pharmacy 700 W 2nd ai Q 0 0 2 0 CroWlsys 642 W 2nd &sjnsss World Pi oducts 664 W 2nd 0.11 BUILD HANDICAP RAMPS 4 PER INTERSECTION 2 ACP n e. Ai 12 NCP • '0 64 II I: AClA - AI 1! 1 Fel x N ph bio i t 0111" It oho Gory Michaels Clothiers 743 W 2nd O i• e X N t N (� s conn •••111 1 12 ACP • 3 • I s Today b *Yesterday Shope 733 W 2nd '2 •• 1 • Julie's Work Basket 731 W 2nd Vacant 725 W 2nd Robsrtsons Hoar Furnishings 705 W 2nd Blunt,Eliis,6 Loswl / Mid West Farm Monopement 701 W 2nd in N First Fedral Savings B. Loan 647W2nd U Redmon's Shoos 641 W 2nd 5 f Rhoades Mens wars 635 W 2nd END CONST STA 234+73 Project Survey € •0' 81 D DOWNTOWN IMPROVEMENTS Fg3J NO 1993-1, 1993-2, 1993- 3 WALK OESCAIPTION 2nd ST & LINCOLN AVE Hastings City Engineering STATION TO it RGD ID'GN DATE CONTRACTOR 3-I9-9 245.5 CRN AY IAPPtID )Y_ BAB /(aT.�(/SVrJ l.5illfLTS CAM NO 6 of 48 • 1930 ' . . 1925 1920.... BUILD PAVEMENT i ALLEY • 'PRDACH. STATtOtt 0 STATION 230rfi0 + •1L S Lt 'l0 iLp 1NTi6RAt C STATION: -Ti STATIM. A 51.0.E 230+00 • 234r73 LT 6 RT 8 £JM. Ft 9464 ADL+U&T VA•_VE SOX TO GRADE gam cm 1 1 I REMOVE PAVEMENT 4 ALLEY A> PROACH STATION "'4•'•STATION SIDE SQ YDS, 230+00 y 2114+711 3366 LT Sf RT • PROPOSE -1P GRADE I • 1 XIS11 N'G •� l :GRADE i -Q I892 • ADJUST FLAMM E T70t DE VIA TION sIIE .DIS7AMGE EACEI:.. 23Q+ 13.1 Rt • 1." 't 4) ft 7• a 2 SIDE Dl STANCE EACI1 242+444 is 253•+105 LT 24 Ii 27 4 243+ +6.5 LT 29 3 •244+ 72.6 LT 26 & •240 + 7 9 RT 2 0•+94 5 • RT' 19-• 16 7 2¢t.494 RT 143 5 2.1+ r 64 • RT 15-7 52+14+ RT 2'12+306 RT I4 1 19.0 r5I5 RT 2}'+3.94 214+245 RT 19 0 17 5 210 2•7•4•w 34 RT +130 } a 6.0 IMF 230 + 00 00.00 P1 �STA..231.. cp.. 1L=50' e=+009 i2L.EV. 1926.61 .000400 0410 4. -1 231 + 00 40 e4 Y 0 r Ri4JPLAN LP YQNG ETE =MAUI t SAI - ;: U::rxes 'TO ST1.7Irlt+l • 230 v 00 - 230•v I.0 • 230.70 -• 2334.54 234 + 14 . 234 +15 SIDZ M.• FT ti 212 t LT 4320 LT • • t305 230.00•.230•+0 RT •F 245 2SOITD 233 r 54 RT 3630 11.1122. • 0 r • "VPI .. . ......... : ...... 571, tp +7, L.400 - e .i.-0 14' EL EV 1028.14' 1- i -0 5662 7. • Dxttl'I.D ASPHALT. APRON STATION Tit STATION SIDE TONS .... 2.33.. 56......234..26..- LT ALIT , 253 4 54 4 2:34 + 55_, Lft"! 1 i • 5 .i et ter cD 0 -40 cer cn 8 • • • 0. . 0: 40 0o- 5 I • 000 i�► • 110 TYPE 11211221201011.2201.222.21•22.2.11 - ----- c 54 6 I• d1' d• r WHIZ,- ! 2t� VERT' la R 5' PLANT ORNAMENTAL TREE ritGRATE REMOVE WALK i 1 DIST.jIC.E .. SIE . STATION TO STATION SIDE 245.5 • 90 FT ' a,= .0 - .Z7.G.f.:70.. 23O +tri -..f;7 t.5;4.-.. _..St -. . ' +AT . 2333.2. 31 5340 t54st4 - 254s73 tt '#i7' lt3•4+ 34 1505 230.00 - 230 + t0 RT Rt 364 230 r TO -• 233 + 54 R•T • 5292 -.2.' t.t.1.'t. - li-+.-r.'i... _St ......._.... f... i a r "VPI .. . ......... : ...... 571, tp +7, L.400 - e .i.-0 14' EL EV 1028.14' 1- i -0 5662 7. • Dxttl'I.D ASPHALT. APRON STATION Tit STATION SIDE TONS .... 2.33.. 56......234..26..- LT ALIT , 253 4 54 4 2:34 + 55_, Lft"! 1 i • 5 .i et ter cD 0 -40 cer cn 8 • • • 0. . 0: 40 0o- 5 I • 000 i�► • 110 TYPE 11211221201011.2201.222.21•22.2.11 - ----- c 54 6 I• d1' d• r WHIZ,- ! 2t� VERT' la R 5' PLANT ORNAMENTAL TREE ritGRATE STATION i ...... $LOCKING DIST.jIC.E .. SIE . gal 4.32 6.41 5 . IT 245.5 LT . . 2.4•4.35 RT • '24:3 ' +AT . 2333.2. /1252+ t5.5 - 2:3 it 35.5 341.5 C.Y. 24i5 '#i7' lt3•4+ 34 1049Gy,. 236 SE $ :b Rt • BUILD COAL BON FILL STATION SLURRY $LOCKING SIDE Ila Q •i OD - 23D r Q4 ... 2813 C.Y, . 6.41 5 . IT :231+45.e-231*87_8 427CY. SS SF. RT ; 25It t5 - 231- S7 42.7 CY. 94 EF RI /1252+ t5.5 - 2:3 it 35.5 341.5 C.Y. 3654 SF : RT ,254+49 -234+75,9 1049Gy,. 236 SE ; 1#T 1930 1925 1920 HT1' MUTE NARY QEBR1 S IN DLit GDAL STNS 15• TO SE REMOVED, ALL UTILITIES ARE TO 8E MOVED 8Y LI CENSE° CONTRACTOR. 232 + 00 233+0 234+00 235 + 00 pRoposai i c. GRADE EXISTING G RADE 1 NNN•AT r....Y Nr wt1T PLATE HENNCLE PLAN °714 PROFILE uU. OAT I..ITi. N USA PAVING El LANDSCAPING • r. 01071 {D0. • a a 407.00 408+00 40-3 U0 410.00 I 111, RR TRACKS I st a LINCOLN INTERSECTION ITEM SIDE AMOUNT SAW CUT tT 394 0 L F REMOVE ASPHALTIC PAVE RT 43.8 SY REMOVE 30"CURB 6 GUTTER 410 89 0 L F REMOVE CONC SIDEWALK LT 491 0 S F BUILD ASPHALTIC PAVE 16 8 TONS BUILD 30" CURB & GUTTER ' 89 0 L F BUILD 4" PCC SIDEWALK LIF 491 0 S F t Akph I Cont I • 7 TI. awls 77. •77 `MM LM,RI.1.` k. .. _ • a Akph Conc 0 5 a f a CZ -7 1 • 411+00 • L •n an $ J a 1 odn Game r • a MURPHY'S BAR 107 Lunot • W.1•• V.In 7•l. •1E • ELEVANI'S LITTLE CASA \O. \'� •1 / • i p ▪ PJ 'S BAR 117 N I Incoln . r Y. n IJ . w J - 4 - i • • • 412.00 -11j•UU -114.00 • 415.00 416.00 417.00 EDWARD 0 JONES 125 N LInColn wool la mesa' doe Conc x • Yul W 2nd Slrrrl r. • L tit3 1• 6 3 11 Cfr J 04, IP; 2nd STREET / s - atom. ,t 111 • l owner - MARTIN MILLER TRAVEL SOO and Sus. i 11011•a••1 •.•r •M11•. DAYLIGHT 2150K LIMA COG • r T 7•• TIIIIIIP c • 11AI$T JEWELERS 219N Lincoln • • r • - Pi •2 .II III I • 8 is = Cp �g .a tJ I J y4 WZ s•- oz •-PAIdI �N ' N N YN CN ROWS BARBERSHOP 225N Lincoln i CITY OPTICAL 229 N Lincoln • • • • J O 1 FEND CONST STA 416+2 W1 Cunc (r,ASY MICHAEL'S CLOTHES /43 and Street • • 1• r • • 4 141 u C 0 u .I 1 1! a • • • • Conc 8D4 FRANKLIN •• 742 2nd SUsst • IP; li: tr 3/ • 5 • z awning • GOODWILL 214 N Lincoln 228 N Llncol• 1 cone 1164• w. Own1AQ 1 IOwn1 MACE CLEANERS G., V.1.. 17 •11 • • k J t NCP kat • 1+ '4 ri • it iY•• Conc �d•1ninQ I�.,•► �1 I PI I 1 .• 1 Ir a� 11 conc HAIR PALACE 258 ?t Lincoln • Y • • 1930 1925 1920 BUILD PAVEMENT 81 ALLEY APPROACH, • STATION TO STATION SIDE 3Q YDS. , 412+00 - 412+84 LT 280 , 412+00 . 412+84 RT 280 413.84 . 416 + 21 LT 804 413+84 - 416+21 RT 804 REMOVE PAVEMENT S ALLEY APPROACH ITEM- STATION TO STATION SIDE SQ. YDS 412.00 - 412.84 LT 280 412 +00 - 412.84 • RT • 280 . 413+84 - 416+21 LT 804 413+84 - 416+21 RT 804 5. PROPOSED GRADE EXISTING GRADE -o 3000% BUILD INTEGRAL CURB ITEM- STATION TO STATION SIDE UN FT 412+00- 412+84 LT II RT 188 413+84 - 414+94 LT 8 RT 2768 415.08 ; 418.21 LT•RT 2768 413.84 4 414+94 I 414+98 ADJUST MANHOLE TO GRADE STATION SIDE DISTANCE EACH 415+ 00 CENTER 0 416+ 21 RT 11' REBUILD MALL 8 DOOR STA. 412+40 LT ITEM- QUANTITIES 8" BLOCKS . ISO S F STEPS III LANDING 50S F. PCC COVER 00OR 50 S.F. HANDRAIL ING 30 L F 0 t ft N r 0 i • 412+00 ADJUST M4LVE BOX TO GRADE STATION T4 STATION STATION SIDE 44.2 .00 T 412 + 84 DISTANCE 11042 EACH 414 + 97 LT i LT 6' 413.84 4 414+94 I 414+98 LT 1 1169.6 75• RT I , 415 • 75 LT I 1 30 01 1 414.48 ,, RT I ,21 0 414+85 RT 230• 414.85 RT 31 0' 414.91 RT 25 0' 415 + 29 RT 17 0' 416 + 12 RT 33 01 I . 414 • 89 LT .27.0' I - w .. ....� W .......... . .. ... .. .... ... ...... .... .rr.. .. .. W .... .. , • S.M - 3rd STREET SOUTHEAST `X• STAMPED ELEV•• 1927. AND LINCOLN AVENUE. CORNER. FIRE HYDRANT. ON NORTHWEST BONNET BOLT. 46 BUILD CONCRETE SIDEWALK PLAN 301 - R2 STATION TO STATION STATION T4 STATION SIDE SQ. FT. 44.2 .00 T 412 + 84 LT 11042 412 +00 i 412.84 RT 804 2 413+84 + 414.94 LT 1150.0 413.84 4 414+94 RT 10946 415 +08 + 416.21 LT 1169.6 416.08 -4 4i'8 +21 RT • 13137 i 1 1 I -O. 4286% 2 • • • • Y a LINCOLN AVENUE ONE WY 1 c• w REMOVE WALK STATION TO STATION SIDE ,t S0. FT. 412+00 • 412+ 84 LT 804 2 412+00 - 412+84 RT 6042 413+84 • 414+114 LT 1155 4 413+84 - 414+94 RT 1094.6 415+06 - 416+21 LT 1169 6 410,+ QS +..416+2I„..h, RT ..13576 ,,. VPI STA. 418 w 23 a • NOTE ANY DEBRIS IN OLD COAL 3114S IS TO BE REMOVED ALL UTILITIES ARE TO SE MOVED BY LICENSED CONTRACTOR 413+00 • Hi • r • .r lV 1 2 • 16...• •••••..r_.... I •••. •0......... I 0 to 414+00 415+00 m N 416+00 ADAM KOHL INS 738 W 3rd St '~'` 81 D DOWNTOWN IMPROVEMENTS 1 • mil w 1993-1,1993-2, 1993- 3 DESCRIPTION 2nd ST 6 LINCOLN AVE fbst/ngs City Engineering N•N h RGD OATS ICONTRACOA 3 -19 -9 OM. •Y BAB APM•W ) .A•fLTS ON.•t NL I 10 of 48 417+00 SCALE HOR/Z. /".g 20' VERT. /"= 5 1 • PUAT$ 1-111re.K••M••Arw MQ6/ Mnsof ••••••• • • 1 ,1930 1925 1920. PROPOSED GRADE ' EXISTING ' ' Q GRADE 31111 51111 110 111114 10 3903 110131901 = 1 r C C 0 0 n o O 2 r z 0 0 0 0 2 S c Z 0 6 Eg �/27/ ?l f'jc - -- z 2 i • PAVING a LANDSCAPING ; F a s. a W C Y W i.1 51 225+00 226 CO 227100 228t00 229•CO 2nd Street 0 It Tnutsleter II A n •1 n • :IQ •fl ryn ^ O A d m 4 Y Strand Bldg Tribune 906 W 2nd Winkleba PhotographyW 2nd Elly's Cbset 8311 W 2nd Hoff Cleaners 034 W 2nd • ry2 si 1 1 Joseph's College of Beauty 828 W 2nd Joseph is Solon 828 V2 W Znd Gift 6. Thrift S 814 W 2nd on Foliage Lady Luck Unlimited Pickle Parlor 810 W 2nd 806 W 2nd 230+CO Morten/Miller Trawl 800 W 2nd •2 • •e X . C Cr Z 10 HMO 050 N • • 1.1. n • ji i n n I moms Malin'- n 'SiLS IC.A c• A; n le r - • A a •N lit- — A 0 . rii : or �, s i A 10 k • phrib ry// Y �11c z1131 24 117 ' ,.f 21 RCP s-rfiSi I 21.7; hi n Oji/ . I 1 l RG N • 2 w • MWII iaa+ 4, ° z YI • Sri I1`�. n P� �I•n'1 7^ R 1 e ti i`cuc i • m.nPI WPC o • X 17 ICI.__ • NECT r' 0' WAT 10 CUT -IN V4LVE N 12 ICP 12 ICP Pro%t'cf C Survey >ri XISTING y t 2 O i 0 Fakes Hosvets Music 925 W 2nd Fabric Ballot 821W2nd Weber Stud° 817W 2nd Parking Parking Vidge tal{ 013 W 2nd Rufus Pharmacy Western Was 1109 W 2rd 807 W 2n11 Vacant 901WInd Nebrd°Wnd Goss 131 N. Burlington 3, x 1 i sr. t930 1925 •.1.9.2Q _1 WATVIR Akh4,titTICIE4 ' 04 NOTE FIRE HYDRANTS TO BE SALVAGED BY CONTRACTOR AND RETURNED TO HASTINGS UTILITIES ROME rot • Ceucrt�et Its Pin.. ••• _ r1' . e OATS t ve.. • f1fflWei •• ••• comer To tot "1 T..l_ 1 r } 1 1 NATE ll TIC I "" Tt1! ' 1Z!YWt5 Int to ?L* ttP rnre.1 1 ' ' . At--•F1fic tifit Ilk 11ttki•'•14 FEAMOEiY PE. STAT • LtN 1*T BUR -0 f' COPPER SLOE TRVIe€ t CURT PRAM OT O 1. STOP lax • n .., wcva • 22t 22 t4 221 tell 42 112 24 22/. !.7 1i.. ; ST RT LT t 1 t 1 1 f 1 OO 4 _.i.._ ...l.. . .r.. liROPOSE I. ir GRADE EXtSTI I GRADE • • • • • • •r• r • • - 4 -- -t' r_._ S TTT1'i'1T 1. tn- cst •,n KSJ - 227+00 228+00 PLATE voraestritikatirrZeggirasuu.IMMILIDPA err won, we USA Oa • • • • • • • • } : 1 2 ! 1 2 I 1 ; I I 1 1 I 1 1 PR°' B1. D DOWNTOWN IMPROVEMENTS • • • OUILD 6" 1 I 1i FFRE 44NE II ! ; = _ • O it. • tilt TT • Sit!!••• *Wig TEE I rr1 luta fLAI O! ' FLANOW CAT *ATE/ VALVE • V4tV! sox ' J.__.._..� �Q ••LT t • II . 1 •; . In t.- 1• it - . ;......t _ _'L'6•'— _ - ---R'F—_.._.....__. _t...._...r—.... ._.... t i......__ 22t► 47' ... . 2'0. ,. RT 1 i 11. 1 t 1 1 220 i. Ift .- '00 tr t 1 I • i i 1 '- ::..tt>t.s..n •,t aA 24 . i . RT • f ti 1 11 . : t ... i • } i .. 3 ! : : r t ..• t I t • • - 4 -- -t' r_._ S TTT1'i'1T 1. tn- cst •,n KSJ - 227+00 228+00 PLATE voraestritikatirrZeggirasuu.IMMILIDPA err won, we USA Oa • • • • • • • • } : 1 2 ! 1 2 I 1 ; I I 1 1 I 1 1 PR°' B1. D DOWNTOWN IMPROVEMENTS PROS NO 1993-I, 1993-2, 1993- 3 DESCRIPTION 2nd ST Si LINCOLN AVE Hastings City Engineering DSGN iY JN , LD CATE 3 -19-9 CONTRACTOR 0RN ay BAB AR .T Li S 001 NO I IASL1JI11 of 4S • • • . SLE ..T.1.tRUSjf ..RLQf ...IN1Li..> t.. Mdalltlno..... ... a! AT T1 2S AND Isms AS kIRE,GTEQ' i tN ft L1} SY fNllWEER i • _ ' = i 2 I • 1 .. .. 1 1 0 229+00 • 230+00 • • • • j' • • • • • • • ...SCAM VP?T fµl: 5' • • • • • • 1Q ;GRADE I _ 1 i 00 €EXISTING; •GRADE 11 1 I 1930 1925 1920 WATER (MAINS / SERVICES /FIRE LINES) 11111 SIM NO IMO.' 10 1903 ■011I90A IJINHII II1V 3NIAtll VINH(1111V3 3NIAHI • NI IIIVHOrlHU 11 If11' NVr . IIVS(fl II3E]Wf1N AS &Kat '*1 z C 0 0 • 2 2 I 2 D 407.00 408 +00 40J • 00 410.00 411+00 ..412.00 • O RR TRACKS 1 Aayh I Conc r — hw N•W.IY YMYL ova IAl u c•— " Gas 2 1 gas • IN It Letts 1 9 1 Sas Y • i- s 2 Water Stec •C, •67 MURPHY IS BAR 107 Lincoln t iler Valve S.', .K ELEVAN1'S LITTLE CASA • : • • PJS BAR E 117 N 1 'null J w • " W ! w.•• J - •. i " : EDWARD D JONES s > : 125 N Lincoln 3 I a, r • Cos to SAW a.w • Oh tot %\: / /— I \sik \ // / / ' 1- 241,/ 1 // / / / / / / / / • A>;ph _ 1 Can_ H 1. GRAVEL PARKING LOADING DOCK \—roL4. Wadi S • • 0 alti RA EX/STING 8" DIP CP Nu? lion CASH -WAY CANDY 737 1st Street a • itt mister ii i'. o ce 1 ; - I CONNECT TO 8" WATEh 8 CUT -SIV VALVE 3 LF 8 DIP 8221/2- BEND 6LF8"DIP 8"22 1/2• BEND I I L • •• • • • .\\ .\\• 147 Conc Wolk ••\ • • PARKING LOT L F to-b!C.t, 10" VAL\/E 5LFI0 DIP • OE IO°to 8 REDUCER 3LF8 DIP • • • • NOTE TO CONTRACTOR LINCOLN TEL. & TEL WILL BE RESPONSIBLE FOR RELOCATION OF UNDERGROUND CONDUITS IN AREA. CONTRACTOR SHALL COORDINATE CONSTRUCTION EFFORTS OF THIS CONTRACT WITH L T &T.. 3 • as r Q,r •m \• •• -- • • :R L a J S M S i Ur tt ,•1S SURVEY fL LI \COLN AVENUE • { • Conc Wolk GARY MICHAEL'S CLOTHES 743 2nd Strout NOTE FIRE HYDRANTS TO BE SALVAGED BY CONTRACTOR AND RETURNED TO HASTINGS UTILITIES. r JI• I'• PRO.;01. D DOWNTOWN IMPROVEMENTS MO1 IC 1993-1, 1993-2, 1993-3 SIDE DESCRIPTION 2nd ST a LINCOLN AVE Hastings Ciry Engineering 107 LF 8 DIP 1 OWN iY JH,LD OATE CONTRACTOR 3-19-94 OM iY BAB, _P OI10 Y ASiNLTS OPN NO 13 of 48 1930 1925 1920 REMOVE W1EITER MAIN STAT 10 STATION SIDE DESCtCIPTION I 410.3 to 412+00 R........... 107 LF 8 DIP 1 F " DIP 5 L 10 I0�GATE VALVE STATION I EA LTN F7 Ml ' .,.'r iDi7_TEE CONNECT TO 8 WATER /74 FL'A111 ' RANGECST i -SATE VALVE i ' VALUE 1/4 • 410. dill , PROPOSW GRADE EXISTING .t • GRADE ea, 1 IQ • WATER QUANTITIES — DESCRIPTION BUILD 6" FID E I E LINE I0ZDUCTILE IROEN PIPE . F " DIP 5 L 10 I0�GATE VALVE STATION I EA LTN F7 Ml ' .,.'r iDi7_TEE CONNECT TO 8 WATER /74 FL'A111 ' RANGECST i -SATE VALVE i ' VALUE 1/4 • 410. dill , 0* . L# 410 • 10 70 1 i I. 1 1 . 1 . 410 4.76 1 SO. Li • t I : t- I I 1 t t I 410 • 11 . 1 . SI L'� F 12 10 ..t LT , .1 I I 1 I • 411 • 11 .. SO ... LI • 71 20 RT 1 1 r— ---..1 I . 1 . . 411 .. .:. . „.�'I -. •1 11 1 '•.'•••••• C 1 . �• + ..;' • . . 1 1 1 • • I.. 1 • I. = 1. C . ;. . 1... 1 ! •1 ' • V w.-.1 • PROPOSW GRADE EXISTING .t • GRADE ea, 1 IQ • WATER QUANTITIES — DESCRIPTION QUANTITY I0ZDUCTILE IROEN PIPE .......152 F " DIP 5 L 10 I0�GATE VALVE BUILD 10 COPPER I EA I4DUCTILE IROp PIPE 12 1,F /" DIP CONNECT TO 8 WATER LIR FT 1 EA FITTINGS 1 • 371 Nis.4 - • r 410 • 10 70 LT I I I I 410 • 07 t I 1.7 -r -- 1 — ,. NOTE THE ALL FIE E LINE E$IPE. WILL E FLA/4041 PtPE. • BM. W. 2 -SE CORNER I t STREET & LINCOLN AVE. CHISELED "X ION NW CAP BOLT OF ELEV. • 1930,16 -NJTE THRUST BLOCKS WILL ME R.E.QUIRF.D AT TOES AND CROSSES AS QIRECTED IN FIELD BY ENGINEER 1 • 1 WATER SE RVtcES ILL 5E FI.IANSER PIPE. ..........I • •r .—._ .._.— r� guava w,... �••••1•1••••. VPI STA. 410+75 6050% • 1 . 11EIt1121■ PROP 1 • 8 WATER MAIN In 0J + Isa 4 • 1 TM 40 4111'00 SCALE HOR/Z. .. Pr= 20' VERT /"= 5' 4' 1; 00 KAT( 1411101=1161 AN At4 PSOF LR-ew.. SOT Wiltand MSR•• Ia• 1930 1925 19201 PROPOSED Q GRADE EXISTING Q GRADE WATER (MAINS/ SERVICES/FIRE LINES) 1 191I1 110111SO4 A A • 1r4 All Ij{I IIIUitl BUILD 10 COPPER WATER SERVICE STATION LIR FT SIDE MAIN ikP CURS STOP STOP Sox • BALE. VALVE 410 • 10 70 LT I I I I 410 • 07 70 1.7 1 I 1 I 411 F 12 10 LT I 1 I - I 411 • 71 20 RT I 1 . I . 1 . . 411 + 69 70 • LT 11 . F 1 • C I 1 V V w.-.1 VPI STA. 410+75 6050% • 1 . 11EIt1121■ PROP 1 • 8 WATER MAIN In 0J + Isa 4 • 1 TM 40 4111'00 SCALE HOR/Z. .. Pr= 20' VERT /"= 5' 4' 1; 00 KAT( 1411101=1161 AN At4 PSOF LR-ew.. SOT Wiltand MSR•• Ia• 1930 1925 19201 PROPOSED Q GRADE EXISTING Q GRADE WATER (MAINS/ SERVICES/FIRE LINES) 1 191I1 110111SO4 A A • 1r4 All Ij{I IIIUitl III I, II I , I I zI V N 7I o Ia11 W O I ^ T W `I •) J l r S T:i 1 412.00 41.1.00 414.00 415.00 416.00 417.00 EDWARD 0 JONES 125 N Lincoln ce cn • B01 w 2nd Shell road uu •••• 1•••IY•1 one Conc MARTIN MILLEM TRAVEL SOO 2n1 Street r at owning f •, S 14Y4410 1 as 1a DAYLIGHT DONUTS 215 N.Luis w est s • MIST JEWELERS 219 N Lincoln • al W Z 1.•• ret H RON'S BARBERSHOP 225 N Lincoln r • {u Volvo i. •7! CITY OPTICAL 229 N Lincoln Ili LI NW' r M • 0 11 aid fi cn END C0?1911WIS EX/STAVE a" !)/P f§4 LFIOID P Cunc W • WARY MICHAEL'S CI.OFHES 143 2nd Street • } • a • 4 r4 r 1 788. 0 • 10 I ! 14 GP It tick. p .�I owning h EX/ST/NG /0" DIP Conc • a • • • SEN FRANKLIN 742 2nd Street • • • 1 1 • NOTE TO CONTRACTOR LINCOLN TEL. & TEL. WILL BE RESPONSIBLE FOR RELOCATION OF UNDERGROUND CONDUITS IN AREA. CONTRACTOR SHALL COORDINATE CONSTRUCTION EFFORTS OF THIS CONTRACT WITH L.T.&T.. • owning w GOODWILL 214 N Lincoln • J 0 IIN.. owning Sal O fC IOwnl J. ✓ • ' I'aprang • MACE CLEAN R 228 N Llncnl CONNECT TO EXIST 1011 WATER I0"CUT-IN VALVE Mina . bore 0) 0 CD E z r= n NN r U ZZ Z G c, = W U z 4 X X Z N r Ian = N 14 1j s Conc 4, HAIR PALACE 258N. Lincoln • •• • • • - • M1 • ▪ a • % -r COOL S IQtJLY C LINCOLN AVENUE NOTE; FIRE HYDRANTS TO BE SALVAGED BY CONTRACTOR AND RETURNED TO HASTINGS UTILITIES. , GIS GG‘''. \1 awning ADAM KOHL INS 738 W 3rd St "" B I. D DOWNTOWN IMPROVEMENTS .'NIOJ NO 1993-1, 1993-2, 1993- 3 LINE DESCRIPTION 2nd ST & LINCOLN AVE hbottngs City Engineering LIN FT DSGN •Y JH, L D OM 3 -19-9 CONTRACTOR CURS STOP DRN. 1Y BAB. PPM Y ILT ASNnS DRN NO. 14 of 48 1930 • 1925 1920 PROPOSED GRADE EXISTING Q GRADE REMOVE WATER MAIN • STATION 10 STATION SIDE 413+B to412 444 313ie4 too 4 + Rt are sir • -0 3000% • I� 0 PROPOSE 6 .10" WATER MAIN Ze WATER QUANTITIES DESCRIPTION QUANTITY CONNECTL TORIO- WATtR 288 LF IO" DIP I EA, • NOTE THRUST BLOCKS WILL BE REQUIRED AT TEES AND CROSSES AS DIRECTEQ IN FIELD BY ENGINEER B.M - 3rd STREET AND LINCOLN AVENUE. SOUTHEAST CORNER. FIRE HYDRANT. "X"STAMPED 011 NORTHWEST BONNET BOLT. ELEV. ■ 1927.46 BUILD 6" FIRE LIO'IOR11" LINE STATION STATION LIN FT SIDE SIDE TEE CURS STOP BUND FLANGE FLANGE CAP GATE VALVE VALVE SOX 412 t 14 16 RT 1 1 ! I 1. i 1 I 414t 49 66 LT I 4144 60 1. I . 1 I 1 414 4 tai 15 RT 4145 66 1 I ' 1: 1 1 1 1 415 4, 25 15 RT 20 1 RT 1 1, 1 1 I I 416 + OR x115 RT RT _ 1 I 1 1 . I I i I 412+00 413+00 0 NOTE t THE 4" WATER SERVICES WILL SE FLANGED PIPE, ALL FIRE LINE PIPE WILL BE FLANGED PIPE -0. 4286 % 2 "SERVICE �^ 6"SERVICE 6" SERVICE —I.I300% h • N OW r t 2 r • i CV i0 n 1- • VPI STA. 416+23 _E a-Ttfieir— ATER vuss_ C•�ILE HO/. /=PO' VERT. /." = 5 1 PROPOSED Q GRADE EXISTI NG Q GRADE 19.01 1925 .1920 X14+00 415*00 416+00 417+00 .Ow••• 0111141•111016W •P••• PLATE 1•ISItflL% r*tet ANSI P00NTAXIMAA, MT N••d•• w Ala&? Y, NO 11014 10 3901 NOIIISOI a WA MAINS / SERVIC/ES / FIRE LINES) g r 2 rn c Z 0 0 0 0 z p z 10 10, 0 I1-03W11N AN 11111HIH gn n r D z 0 0 0r- 0 0 t 0 z rr Z BUILD 1" COPPER WATER SERVICE STATION LIN FT I SIDE MAIN TAP _ CURS STOP STOP SOX BALL VALVE 412*50 70 LT 1 1 1 I 414,4 47 75 LT 4144 60 75 LT I 1 , 1 I 4145 66 d 10 ' AT 1 I . 1 . 1 416 + 25 20 RT 1 1 1 I 415\+ 41 20 RT 1 I 1 1 41114 72 i 20 RT • 1 I 1 I 416,E ?II 1 70 LT 1 1 I 1 \415* 91 20 RT 1 1 1 I 41154 05 20 RT "SERVICE �^ 6"SERVICE 6" SERVICE —I.I300% h • N OW r t 2 r • i CV i0 n 1- • VPI STA. 416+23 _E a-Ttfieir— ATER vuss_ C•�ILE HO/. /=PO' VERT. /." = 5 1 PROPOSED Q GRADE EXISTI NG Q GRADE 19.01 1925 .1920 X14+00 415*00 416+00 417+00 .Ow••• 0111141•111016W •P••• PLATE 1•ISItflL% r*tet ANSI P00NTAXIMAA, MT N••d•• w Ala&? Y, NO 11014 10 3901 NOIIISOI a WA MAINS / SERVIC/ES / FIRE LINES) g r 2 rn c Z 0 0 0 0 z p z 10 10, 0 I1-03W11N AN 11111HIH gn n r D z 0 0 0r- 0 0 t 0 z rr Z MUT[ BOOM a 0 Y O: u N z 0 W 0 i W 0 z 0 ()0t O Og u.a W J o cc M s f01 230.00 231 +00 N 2 v G 1 232100 1 - Ban Franklin 742 W 2nd Sherry's Hallmark 742 W 2nd Fashion Crossroads 730 W 2nd Brown's Shoe Flt 726 W 2nd Imperial Jewelers 722 W 2nd Offal Equlp Service 718 W 2nd AAA Ins 714W2nd Lopsrs an Shoppe 710W 2nd r00 Dusty's Records 706 W 2nd Sr rj fl f N N r Bert's Pharmacy 700 W 2nd ci Q r 234+00 235+00 • nel 41 It Cr s Ciowlsys 642W2nd BS.sinsss World Pr oducts 664 W 2nd V Ir I/ 2nd Stmg/m t' ONE W 10" WEER MAIN (/nMi+NI 1 Pr%ct £Survey £ N (propene) COG -- z wens r. Z Gary Michaels Clothiers 743 W 2nd cat r � S� • r a !Today 6 *Yesterday Shope 733 W 2nd N = l Julie's Work Basket 731 W 2nd Vacant 725 W 2nd Robertsons Hans Furnishings 705 W 2nd Blunt,Ellis,E. Loewl / Mrd West Form Management 701 W 2M First Federal Savings 6 Loon 647W2nd Redrnonts Shoes 641 W 2nd 1 "0 1 Rhoades Mons wars 635 W 2M STA. 234+73 END CONST. "cu. 81 D DOWNTOWN IMPROVEMENTS ARCA N01993-1, 1993-2, 1993- 3 STATION DESCRIPTION 2nd ST 9 LINCOLN AVE Hastings City Engineering i .-2 CNN BY .DATE RJD 3-19-93 CONTRACTOR E .e!_ oat at BAB APPRW • AI ASIURTS CRN NO 16 of 4$ 1930... . ....... .1925 1920 PROPOSED " STORM SEWER -GRADES PIMOve *Let STanault 510E • w Z30413.3 ?Malta iT 230411.514 pi42312.0.2 tT LT art 7.11 - d AII� 01.01 L__ . ' t Let ' i ..... I RT • H N 242+44,11 - ' RT. • 24.11' .11.4E ....a 2.11 RT Lt 1 T + n. 4 RT I LT. t. -0.1892 i1 •• RSMOVE SEWER PIPE TATION 10 T#TION • I SIDE 10400 - 30+14 6 • 43 lett 145 LF RCP. 1 . 0.10 - 2,t1R A tray . eta'' LT - 20 IS -gc LT. 22 LP "RCP se t- • • • L. RCP x 4 • t littaw I,# 2321. .: Lt/Nt 444 1 L LC • m3' 7 • RT 1RTJLt ' - - I4- .,g ria•IllFM-MI. 0s-;• 110-k-11MNINIIIN,.#Mfuml.IIINIINIIMI'MR* 4' 1_«S T L.. ti PROPOSED "" $. ro GRADE •"' ' EX1STIN "' GRADE 230 t 00 LA REINF SIZE Sss TIMI 15 RE TE SE R PIPE -aLt-St3A,1••1N2Nc-a tJ3w•it��� l IM'rM. tSP' ; t 11U t flLf2:L'-1R�1.1! .11 •J = lir 1•i !�L}!�E ., IIIL' 32 WAITS tellatilIMAtirrflrl ma sty 7 �(' .. sow, . itat-sta. Li),r.i• Haire•:•a s ,i I-144 11-;-4 i 1'1; 'TN 341', NSW c :•s 1L -I=mo Mr EPA.,MPS IFT•gra1111 _ e 556. % .,. ••,.•.i C_7:Lri'r t♦' i v, i:;•i4=Ni4Arll')1, r: (i adomms 1 ' 1 BUILD CURB /iliuJ •443.415 IRLE'r . REVISED" . ' NO1 STATION NOE_.I' " X9 "A" Y" •D F: i .-2 ISSIET Will -x tki MIMI e RF i yrts • E .e!_ 44401-• v„ tents • AI 230.01• RT 3'.41" 2'.., Ir. S 1-0‘ Lt. 0•... . +a. 231.40 LT '' Wait" e-111": .10-0." ' 22 z • 8D'• 23+.40 RT - 3'••1t1 e.4" i•-0 • 2S. 0..... ' ! 22333454 *7 ' 3'- f., z' -s",;...4' -•a . yti , fei:._ybaC ..E lit... ...�n: 3491.-- r 9 - nisi { w {i . 7z4.app3� ••• ••.r4a7 ,�I , .. +l LT'„ S' -IT" z'- Sa-at 25. lel 1 ' PPzfn.... rt. . 3'-1,' tat .4 +a' 23.15 ! 1 111 re-_ 0101 _ __..._.__....... , _> • i AU _ 1 41:444: • • • -VA . . $h, 2 + 75 L■i00' e "'•"0 14( ..LSV 1928.14 9- . • 'i • BUILD MANHOLE (STORM SEWER) t EAllt-±A aura IMIEAL-Ail/q A-1:•21111:111111 in ETA WI 71--- a 111L+S.i.S11111.1211 iia MINWINMI ■ + N r DIV ISSIET Will -x tki MIMI 13 t3•+64 Ina MEDInr4w NM ltTnZrra��Iy� i i.•i•IA St- vi7 SABLinns y 4 N 4F , et •rl}tt:4 Thha 10+ :n.� -0 5652 % tif 10 I 0 �Pf + T+ N 0 • • 14. • at co' 0 -0 icy t~ 4 1 KOR/Z, E = 212' vFRr. r" R 5' !930 1.925 1920 PROPOSED STORY SEWER GRADES PROPOSED GRADE EXISTING GRADE 231 + 00 232 + 00 233 + 00 234+00 235 + 00 NISNWat Ratlai AIS a"a*T PLATE I•SINGL. PLAx Nn PRO:iLEfur.i. nt MINT[" w USA STORM SEWER 412.00 413.0U 414.00 415.00 416.00 417.00 uo" MTEE NAM t r EDWARD125 Liinco JONES y1••I .•••A♦••r /••r Cont bOl W 2nd Strew V ..N 11l• I 1.. 1M1 owning ;, r • It t Tit • MARTIN MILLER TRAVEL •OO 2n4 Stray ,z001--- V Con( u wruI 1151 , 01,1 VI 11 3 ()ANY MICHAELS CLOT HES /43 2nd Str.a in 4 r 15 •y owning , • • O ■ r111.•,••I ...r mu•. DAYLIGHT DONUTS 21S K LUIS Calc • 11 t 3 t i NAST JEWELERS 219 N LIncola i r 8112 p▪ f) t N e 8 a ti 4 OZ O in • N O RON S BARBERSHOP 225 N Lincoln r _ W 6 • ~ (1 • .. W., c `sr "O .C, 0J N J IX 10Z N J N r` N N CITY OPTICAL 229 N Lincoln W � f y1J I W s- WZ r .Cr § 'JZ N O �N • as : owning cs S NC1 • fi sI • • .. $TAI r416+1130 END CONST.,MA H EXIST.1 11 *1 •1 idiom IMM inane) Conc BEN FRANKLIN 742 2nd Slyest • • t t • - • Wile. Volvo t • 11 owning 0▪ 1 • • J 11.gone IL Vn owning ownln GOODWILL MACE CLEANERS 214 N Lincoln NOTE TO CONTRACTOR LINCOLN TEL. & TEL. WILL BE RESPONSIBLE FOR RELOCATION OF UNDERGROUND CONDUITS 114 AREA. CONTRACTOR SHALL COORDINATE CONSTRUCTION EFFORTS OF THIS CONTRACT WITH L.T. &T.. • 100 • • • a 228 N L Incnin • 4iting ' Cone HAIR PALACE 258 N. Lincoln • M1 • • ft •.• • • i W 444 cunt kCR !'DE • • 4 1930 • • 1925 1920 PROPOSED STORM SEWER GRADES PROPOSED GRADE EXISTI NG Q GRADE REMOVE MANHOLE STATION set OLIMITtrif 1 415+00 1 -0 3000% REMOVE SEWER PIPE STATION T9- 412+ 4 6 412+ l + SIPE L 412+00-412.4 413 +54 - 416+21 I 6:ELal -RCONP LF 1/7 RCP 237 LF 24" RCP -0.10% WATER MAIN N 0 + 0 01 In • 0.43% 1 -0 4286% art •••••111• B M - 3rd STREET AND LINCOLN AVENUE. SOUTHEAST CORNER FIRE HYDRANT. "X"STAMPED ON NORTHWEST BONNET BOLT. ELEV. ■ 1927.46 0 BUILD PRECAST PCC PLUG FOR RCP BUILD REINFORCED CONCRETE SEWER PIPE STATION NO SIZE IZE 416+21 LT 22' 915' . MDESCRIPTION 7 MANHOLE 21 -ANHOLE 11 3 1 Is 1 MA�0NI4OLE 11 -I MANH9OLEE 24 236 / 23. I. tyresNIS Ir x 24 51 15 s MIANHOLE 46 -MANHOLE 24 57 ens 'S145M'SPi` MANHOLE 24 -COLLAR 9 , 0.43% 1 -0 4286% art •••••111• B M - 3rd STREET AND LINCOLN AVENUE. SOUTHEAST CORNER FIRE HYDRANT. "X"STAMPED ON NORTHWEST BONNET BOLT. ELEV. ■ 1927.46 0 BUILD PRECAST PCC PLUG FOR RCP NO STATION SIDE SIZE DISTANCE 416+21 LT 22' 24- 3 t -a% x4314'T 4. 4•s4' 236 / 23. I. 2 BUILD CONCRETE COLLAR Plan 425-R2 `""' 1993-1,1993-2,1993- 3 STATION SIDE SI DISTAI$CE hbsttngs City F-nymeermg 4I + T 15 29.5 j 416417 t -a% x4314'T 4. 4•s4' 236 / 23. I. 1 :' 111 -0.43 % 1. -1 1300% a 0 NOY te fel N N ...Mt0E0UED 10" MAIZE, MEM • • 3r 0 . N N N 1) 2 1n N 111 + _•• as o1 N 0 In + Ka co N to aim 11 1 1 I1 LINC 0 V Ow( w•y PO?" •wnl ny ( ADAM KOHL INS 738 W 3rd St PR" Bl. D DOWNTOWN IMPROVEMENTS `""' 1993-1,1993-2,1993- 3 STATION DESCRIPTION 2nd ST 9 LJNCOLN AVE hbsttngs City F-nymeermg 24 rcroR o RJ D lo" 3-19-94c•NR• . 01111. •r BA S A• ET IA"•OILTS IRAN N0. 18 of 48 41441 0 BUILD MANHOLE (STORM SEWER) N0. STATION SIDE T9 , DEP INE 24 415+15 . 4x6 4.46 / 21. 3 46 41441 4•s4' 236 / 23. I. al BUILD MANHOLE (SANITARY SEWER) NO. STA—ION SIQE SIZE , DEP INE 1130 415.00 LT ab MATCH DUST. VPI STA 416 + 23 a, > BUILD a"V.C.P for SANITARY SEWER STATION SIDE 415.00 LE/ RT. sr, LE,IUGTH • FERNCO for SANITARY SEWER 1 y SIDE LT.'RW SIZZ QUANTITY e 412+00 413+00 414+00 Y.Y1.•. FSS Yr yl SIT PLATT 1•IIIM GJ /LAP001M.Le1Ms MT •.qne w ra • 415+00 416+00 417+00 SCALE /-IOR/Z / "s 20' VERT /Ns 5 1920 PROPOSED STORM SEWER GRADES PROPOSED c. GRADE EXISTING Q GRADE STORM SEWER 2 0 0 Cz z a - r VINH03f1VC 3NIAHl • N Ir 225+00 I i A • - .l 2nd Street 0 3 3 r Tribune 908 W 2nd • R'r 0 226tCO Winklebouer Photography 900 W 2nd 4 • N A one C.i.py • • J • • 10 sir 1 24 NCP AlMb n 24 4C - conc.' • r \ A • tie Parking 31 0 • 4 4 MO O ` ' i0 T M1 c Nebrnskaland Glass 131 N Burlington lU 4. • CI''' • • • 1S SFr 4 rT "mu' 227 +00 Strand Bldg 228+00 Elly's Closet 838 W 2nd 0 T 0 3 2 Hoff Cleaners 834W2nd Joseph's College of Beauty 828 W 2nd Joseph's Salon 828 V2 W 2nd n CM 229+CO el ei Gift E. Thrift 814 W 2nd ENTAL WU0 1n O L Z C) W N S ore (TYPICAL) ORN STREET LIGHTS (SES DETAIL) N N Foliage Unlimited 810 W 2rd n h W 23O+CO Lady Luck Martin/Miller Travel Pickle Parlor 800 W 2nd 806 W 2nd • 4 n • r1An 1 1 p _l I 10 N N MAIM, conc o • 1 • 3 Y n 0, e ' p •. np N • conned M.n n1 M. M1 S. N c� lr- • on Ul J 12 RCI A 12 RCP I. 12 RCP w 1 Xfr 2 J w i n A E E 12 O Parking E • 0 Eakes -1 ❑_ -. 1L IS+ -01-1 b ' 1A ❑ J 4ti - ❑ Lo sOn 2 RC= 12 AIC= AIN 4' 'ea Il R,rk J r N :31 ' S a i. J u S M ✓ ia Ala— .. 5 \r 4 U s s `a` CONTRACTOR SHALL REMOVE EXPS :` STREET LIGYT TOLE AND LUNIN AND RETURN TO HASTINGS UTILI Hoevets MPs ciat4)Fabric Basket Weber Studio 825 W 2nd 821 W 2nd 817 W 2rd n a i Its I1tE I1� 3 Budget Rentals 2 813 W 2nd Cf N •1 • 1711� . 1'f conduit. Rutts Pharmacy 809 W 2rd F 11/403 .31 i Western Sports Vacant 807W 2nd 801 W 2nd R I -004 1 • New underground in 21 P.V.C. 2 - 54 Wire 3 - *6 Wire 3 - #6 Wire 2 - *4 Wire 1 - *4 Wire electrical circuits Traffic Signals - Cobras Ornamental Lights - Outlets Ground "P8" B L D DOWNTOWN IMPROVEMENTS Ma 111993-1, 1993-2, 1993- 3 DESCRIPTION 2nd ST 6 LINCOLN AVE fbstings City Enginnnng OSGN IT DWM DATE CONTRACTOR ONN. ST BAB. AMID SY IASSIRLTS NW '"'19 of 48 TS -I -T36 • BUILD TRAFFIC SIGNAL PS -I-723 TRAdFIC SIGNAL STATION DISTANCE SIDE ARM LENGTH LUMINAIRE EXTENSION LUMINAIRE ARM SPAN PED SIGNAL 0 229494 71 26 5' LT 0 1 10 2 • 244 L,F euILt MOLEX 11ECEPT*CLE 2 EACH I A- 1930 1930 1925 PROPOSED 'GRADE EXISTING 2 GRADE ITE)( • QUANTITY - STATION DISTANCE O t f *JILD AT CONDUC1aRIN , TEopatirECT calf.,,_ UUDS 2" PVC SCK 40 Cpl T FOR INTGItOWNECT .r M L.F WILD 2" PVC SON 40 CONOjJJIT FOR £L£CTk1Ctre LT NEL F OU3/4" tVC CONeWIT { OURS I 1-.FSUILD � ` 11 4 'liar U KT CpNOUOTOR ° 24111 t P t$LD w e• Oil/TUTS • 244 L,F euILt MOLEX 11ECEPT*CLE 2 EACH I 0 RA NOTE TRAFFIC SIGNAL CONTROLLER, LOCATED ON NORTH - WEST CORNER OF INTERSECTION. 225+00 226+00 cl (D CO r 1` N N 11a. - 0 0 N 7 N N A BUILD JUNCTION BOX • INSTALL ORNAMENTAL LIGHT STATION DISTANCE STATION DISTANCE SIDE .r 229. 75 2e 5 1 LT 31 5' 2n. 75 31 5 I RT NOTE TRAFFIC SIGNAL CONTROLLER, LOCATED ON NORTH - WEST CORNER OF INTERSECTION. 225+00 226+00 cl (D CO r 1` N N 11a. - 0 0 N 7 N N A BUILD JUNCTION BOX STATION STATION DISTANCE SIDE TYPE 230. 00 26 5' LT 2 230.00 31 5' RT 1 -o Ser °, REMOVE LIGHT STATION DISTANCE SIDE 225.74 211' LT REMOVE JUNCTION BOX STATION DISTANCE SIDE 229 • 55 22 5' RT REMOVE SIGNAL POLE STATION DISTANCE SIDE 229.9114 21' LT REMOVE SIGN STATION DISTANCE SIDE 229 . 77 25 5 RT r fl r- 04 N N 0 n 0 J D 1 Y 0) CO N 0 IJ) r9 10 (0 N 0 N SCALE 1'-2t7 HORIZ. 1'- 5' VERT. PROPOSED 2 GRADE EXISTING GRADE 1925 A 2 .ix 'L "4 `AC or+ FI. Z r r - M 230+00 ELECTRICAL A + 4 ft f ;I 2 1 VINHOiITYO 3NIAHI • 5 Z O 0 0 2 • 0 z 0 x u z gt G .6 tc O W Z W Cy J tt Y ` W a t 18 0'`67■N W J ai 0 4C 3— 230 +00 231+00 2nd Street ONE WAY 1 Q Q1 1 A 232+0D CONTRACTOR SHALL REMOVE EXISTING STREET LIGHT POLE AND LUMINAIRE AND RETURN TO HASTINGS UTILITIES (TYPICAL) 0 on r 233+00 8 R T X N 234W C Ben Franklin 742 W 2nd Sherry's Hallmark 742 W 2nd Fashion Crossroads 730 W 2nd Brown's Shoe Fit 726 W 2nd Imperial Jewelers 722 W 2nd Office Equfp Service 718W 2nd AAA Ins 714W 2nd Lopers Bake Shoppe 710W 2nd Dusty's Records 706W 2nd Bert's Pharmacy 700 W 2nd 1 Ciowleys 642 W 2nd 235+00 Btuiness World P oducts 644 W 2nd eds 9 \e 5f • 09P 1721 iLE Two 2 condui pa /2 " 2/I 12 RCP conduit Two 2" condu it N " 2 RCI ri+TW40 5" cuit. Laj 1 1 Two s p9 onduit. Two 2" c4Pduit: g r Two 2" ponduit. N �a t • 1 C8nd Gary Michaels Clothiers 743 W 2nd Today 6 *Yesterday Shoppe 733W 2nd Al? condu duxt1 Two 2, conduit. (TYPICAL) ORNAMENTAL STREET LIGHTS (SEE DETAIL) Julies Work Basket 731 W 2nd T 2 1) Vacant 725 W 2rd Robertsons Home Furnishings 705 W Znd Blunt,Ellis,6. Loewi / Mid West Form Monogernent 701 W 2nd cone a New underground electrical circuits in 2" P.V.C. • 2 - *4 Wire Traffic Signals 3 - *6 Wire Cobras 0s9h 3 - 116 Wire - Ornamental Lights 2 - #4 Wire - Outlets 1 - #4 Wire Ground x N . .,First Federal Savings B Loon 647 W 2nd 1930 1925 PROPOSED GRADE EXISTING GRADE REMOVE LIGHTS 1 • BUILD TRAFFIC SIGNAL TR SIGNAL ;TS, -I,- T48_. ..iii STATION DISTANCE SIDE AAM LENG.THf LUMINAIRE EXTENSION LUMINAIRE ARM SPAN IPE? SIGNAL PS-Ij T231 2 • 230'7214 90.% LT '40' t r to - 2 0 231,91, 1 265 LT e - t - 10 t a . • 234.11 50 31.1 LT 0 4 40 21 1' 0 . 1. Mt -... ?f'! .. RT : 0 - 1 TO . _ a 2 230.3410 31 5` RT RT 3s' re T t . 10 10 2 . R 2 233*51 50 Se 5 2 , 234424,40 31 5 RT 36 T t0 il: REMOVE LIGHTS STATION DISTANCE . SIDE 23t • 24t 5' 21' -LT 231 467 21' LT 234.98.5 26' LT 232.63 5 21' LT 2.34 .40 21 2' LT 231 ..165 - 21'5 ' . RT 231 *75 21 l' RT 292 4 47 26 7' RT 233 • 90 24' RT 234 * 444' 21 1' RT -0.1892% ITEM - • INS9TALL ORNAMENTAL 1 -111 -IT •11I7iLD 9TWC01, 1CTOR 1R1eTe5Z1NNECT"'CA1L -- ` S'AXI^JN OI STANCE SIDE ; 230'104 26 5' LT -•-• 33I• t F 231`74 26 5' t••1/1!• SAILS RECEPTACLE; -- _------ -- 4...... _ -- -•-•- of 48 232'47 26 5' 1 3 14--- _ 233+'24 26 5 1T -.--- 224+-41.10 26 5' 1.2 .%__ 23i'04 31 5' AT - 231%74 — - 31 5r...—.. ....-RT 2 232-47 31 5' AT RT 233424 31 5' RT -4 23441 50 31 5' 441 ITEM - • 44JANTITY •11I7iLD 9TWC01, 1CTOR 1R1eTe5Z1NNECT"'CA1L -- ` I at LF - 115•T t -r - ' 1UICD •2" incle4t"40 CeNotr-raft • wltNtoNIKtT "WILD 2R PVC' sat -40 ' t0NOUIf-N--lttt1(RICItt - 7e? LI ' Iu,t4 3/4"- the -CoN1tl+T 1 •-- •---- • 1 - - e 114, tf- 1ultD- 0-4--5nEET-tns'n'• 'OQN01SCTe14 •-•• • - -•-• 33I• t F I •#LD e4-•OIIT•66Ti- -- -1 -- ___-__ _ l _ _ _ _ —__ -12.#14 3445• t••1/1!• SAILS RECEPTACLE; -- _------ -- 4...... _ -- -•-•- of 48 -1-0- -EAC44- 233 • 51 6 26 5' LT VPI STA. 231+00 NOTE. TRAFFIC SIGNAL CONTROLLER, LOCATED .a0' NORTH-WEST QJRRNtR OF INTERSECTION_ In 01. 1- :N co in 0 sa cct i N try - N. N 0) 0 m 64 int- 60 4' 1+ + !V' 0 0 N 0 w ea to m N N 0 + iA N 7 1•- n1 c.. cv c • - J Redmon's Shoes 641 W 2nd ta • C 7, 33 n Rhoades Mrs wore 635 W 2nd • Pm" B I. D DOWNTOWN IMPROVEMENTS MOJ. 1993-1,1993-2, 1993- 3 STATION, DESCRIPTION 2nd ST 8 LINCOLN AVE ' Hastings City Engineering STATION OWN BY DWM. CATE 3 -19-93 CONTRACTOR 26 5' ONE DT BAB APMO 1Y AS -ALTS ,i,94, " ORE NO. 20 of 48 A BUILD JUNCTION BOX REMOVE SIGNS STATION, DISTANCE SIDE TYPE STATION DISTANCE SIDE . 230 • 71 5 26 5' LT 2 230 • 11 1 23 4' LT 233 • 51 6 26 5' LT 2 • 234 • 41 7 26 5' LT 234 • 15 6 26 5' LT 2 233 • 22 29 6' RT 230.715 31 5' RT 2 233 • 51 6 31 5' RT 1 234 4 15 4 31 5' RT 2 REMOVE SIGNAL POLES STATION DISTANCE - StDE 230 • 72 375' LT , 233 + 43 3 21 1' LT 234.13 37 5' LT 230 r 19 5 21 3' RT • 2334 55 375' RT - 234 *245 27 3' RT 230 • 011 21 5' RT . VPI STA.. 233+75 REMOVE JUNCTION BOX STATION DISTANCE SUPE 230 • 70 27 5' , 1-T 231 • 075 24 5' LT ' 231 . 13 5 - 27 6' 1-7 ' 232.22 7 22 6' LT 2433 s 5E11 27 9' 4-7 234 • 15 27 6' LT 230 • 011 21 5' RT . 230 • 70 27 5' RT -0 5662% co N N n N 0 0 Ila N SCALE: 1'-20' HORIZ. T -S' VERT. 1 PROPOSED t 3RADE._ ,;•PJCIN- STIG Ci RADE 1930 41925 230+00 2311-n0 232-00 235+00 1 -a 4 c ei i - 4 i ELECTRICAL -1 NOIlVHOdBOJ 0101-4 NV id S 5 s 1 0 e 0 Y z V N z 0 I- 1•0 4E IC W z W 0 V p t W z W rW w U itocrr N I 0 •N W J I.L O CC 0 11071 •OON • s 407+00 RR TRACKS A sph Con_ IAsoh • 1 - Conc c • •c r p F RR CFC55'PC 01151.4_ r • 49 DC 0 I. 9 ospt' cont oanc eget • • 4 i • " u 2" conduit. • r 34 r N. CID • C at • 410+00 411+00 412+00 4, 4 ' 0 0 a0 r Yrrr Motel Pl.. 30 •31 W.ar ley 301, •17 MURPHY'S BAR 107 Lincoln n • 0 • ea 7> ELEVANI'S LITTLE CASA • /41Fo 2" conduit. a�n Two 2" cOndYit / Jeeps • • Wirhon MN V.N. 21',•41 PJ'S 117N Lir+ocNr• Ir'�11 0 O, /'two 27/condii . / // 0 2�/conduit: / 63NTROTOR $ALL 1 IOVS ,i//ISTIpo // / STREET LIG,IT POPE AND ,LUMI»IRS / MW' RETURN TO 'ASTMS' OTIL IES / (TYPICAL) 1 3 Wes; V.N. 24,14 EDWARD D JONES { i 125 N. Lincoln z- conduct • Asph Conc Cont Two 2" conduit./ 1,i;!—�"r_ GRAVEL PARKING ___ ', ' Dnl" LOADING - DOCK N I' 1. ° 0 a Firs 49r•,, Ree Dr•" • Two 2" conduit. .1 CASH -WAY CANDY 737 1st Street 110 motor 31 S', • 37 NOTE TRAFFIC SIGNAL CONTROLLER, LOCATED ON NORTH-WEST CORNER OF INTERSECTION 0 cP o,0 .IMM, OMB 10' T Two 2" cpnduit 2" conduit. Two \\\\ \ \ \ \ `\ `\ \\ \ \ \ \ \ \ \ \\ \\ \`• \\ \\ \\ \\\ Outdoor lighting controller Square "D" Night Master or equal, mounted upon existing pole. 100 AMP 2 pole fused disconnect type with one 60 , 2 pole contactor controlled by photocell with receptacle mounted on unit for control of ornamental street lights: and one 60 AMP 2 pole contactor controlled by 24 hour time clock mounted in the unit for control of Christmas lights. Weather proof 2 pole 60 AMP circuit breaker and enclosure mounted to surface of Night Master controller to traffic signals and cobra -head lights. SURVEY It LI \1COLN AVENUE 0 T Y11 \\ `\ \N \ \ \ • \ ONE WAY .11 j • N Cont Walk nee 2" rondux t . (TYPICAL) ORNAMENTAL STREW,. LIGITS (SES DETAIL) PARKING LOT New underground in 2" T.V.C. 2 - t4 Wire 3 - 116 Wire 3 - /6 Wire 2 - 114 Wire 1 - 114 Wire • td N • electrical circuits Traffic Signals - Cobras Ornamental Lights Outlets - Ground • • ti a • 0 M.tr V.N. 27',•32 EN • • s 1.. V•Iv. 30', •73 1t Sloe 32',•71 Install hand off auto override switch for photo cell. Install 611 AMP fuse for time clock. GARY MICHAEL'S CLOTHES 743 2nd Street Me'` BID DOWNTOWN IMPROVEMENTS 4`1993-1, 1993-2, 1993-3 .EJCID►TIM 2nd ST & LINCOLN AVE Hostmgs City Engw►ttrIng NON IT DWM DATE ccft11KTSR 3 —19-9 yr r A BB uustrz 1R YFl�1•or As•RN ffUL I I 21 of 48 1930 1925 • 1920 PROPOSED GRADE EXISTING -GRADE REMOVE TRAFFIC SIGNALS a POLES STATION • BUILD TRAFFIC SIGNAL TR SLGNAL TS -I - T36 PS -1-T36 PED. SIGNAL STATION DISTANCE SIDE ;ARMLENGTH 401. 73 LUMINAIRE EXTENSION LUMINAIRE ARM SPAN 410+. 44 0 RT 2 401. 72 40' LT o NONE - 1 10 MASTER CO(IYROLLER 2 1 EACI 2 410 ♦ 25 40' LT EB - - 1 10 2 2 401.72 40'RT 25' 1 10 2 2 410 r 20 40' 1 NT ..is' 1 I 10 1930 1925 • 1920 PROPOSED GRADE EXISTING -GRADE REMOVE TRAFFIC SIGNALS a POLES STATION DISTANCE SIDE 401 i 54 21' LT 410. 31 34 LT 401. 73 31' RT 410+. 44 32' RT ITEM QUANTITY WILD IIT CONDUCTOR INTENCOMECT CABLE- DISTANCE 312 L F SURD 2" PVC SCM 40 CONDUIT FOR INTERCONNECT 400.51 312 L F BUILD 2" PVC SCI 40 CONDUIT FOR ELECTRICITY 2 /1t L F SUMO 3/4" PVC COMMIT LT 45 LF WILD e4 STREET LtSHT OQNOUCTOR 32' 511 Lf WILD w 1 OUTLETS • 155 L F *OLD DUPLEX RECEPTACLE 2 4 EAC44 MASTER CO(IYROLLER RF 1 EACI VPI STA. 407+90 —0. 0 0% 10 1"J c/1 —4 5487% 0 t0 01 co AL BUILD JUNCTION BOX B.11452 STATION DISTANCE SIDE 'TYPE 400.51 34' LT 2 410.31 341 LT 1 411 , 7t 32' LT 2 40f fa S4' RT 2 410.31 34' RF 2 VPI $TA. 4D8+5Q tf H O 10 -16506% 1, O N 0 t N (0 10 N O Uf 1' i 40 cg N - SE CORNER 1st STREET & LINCOLN AVENUE. CHISELED 'X" ON NW CAP BOLT -OF LIRE HYDRANT 'ELEV. - 1950.16 REMOVE LIGHTS STATION DISTANCE SIDE 441.35 215' LT REMWE JUNCTION BOAC STATION DISTANCE ' "SIDE a 401 4 71 30' LT 410 41 27 34' LT 401 4 12 N' RT 440 4 ES 32' RT 40 1-• + --- Y 10 N 1 +0.6050% • INSTALL ORNAMENTAL LIGHT STATION DISTANCE ( SIDE 415.31 32' I 1•T • Ott+si A'' LT at0411 ar 3 RT 411N1 1R i RT ' VPI STA. 410+t5 0.3000% . M ti N N 40 O N to 0 P O 10 + 0 N N N NI + • SCALE' 1'20' HORIZ. 1-5' VERT. PROPOSED" - AE 'GRADE gXISTING GRADE ( - 1930 1925 1920 L.3 407+00 408+00 409+OQ M1•MWAY FEDERAL M• PLATE 1 -SINGLE PLAN AND PROFILE FULL DOT 2r { PATtA 410+00 411+00 4121-00 ELECTRICAL E ]c i c • S • 1 z 0 ' e 1 0 > ccs CL 5 _ W 0 c a N 00 412+00 413+00 414+00 415+00 416+00 EDWARD D JONES 125 N Lincoln wird Y...m•It ler Conn • • 1.0 801 W 2nd Street wood trim ❑ w / awning till /< f,1 / Iwo 2" /condu� t . / // / / / / / // / / / // / /Two 22 condi$t 4zr Ash \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ . \ One 2 co" nouic• 0 11' GARY MICHAEL'S CLOTHES 743 2nd Street St Sign 3e, •45 U c 0 U H LU w cr 1— (1 / N b •I1 owning MARTIN MILLER TRAVEL 800 2nd Street M.•,w.It 1/11101 • DAYLIGHT DONUTS 215 N Lincoln Vector Valve YS',•30 HAIST JEWELERS 219 N Lincoln 0 • rail mote .t.r 'a1'- 15 ACP 12* RCP /11 I II I 411 11 / / / / // Two a'" c /Alit./// / / / / / / // // // / / // T�16 2" conduit. \ \ \ \ \ \ \\ \ \ \ • \\ • U z • a Conc (TYPICAL) ORNAMENTAL STREET LIGHTS (SEE DETAIL) BEN FRANKLIN 742 2nd Street • N i New underground electrical circuits in 2" P.V.C. 2 - 34 Wire Traffic Signals 3 - 36 Wire Cobras 3 - *6 Wire Ornamental Lights 2 - 34 Wire Outlets 1 - *4 Wire Ground • N, n 071N p N • ROWS BARBERSHOP 225 N Lincoln awning On Volvo 3111.75 CITY OPTICAL 229 N Lincoln J ID —IN en / / / / / / / 1 / / / / / / // / / // / I / // // / / / // ;I 1 // / -II ni 2" 7 �I \\ \ \ \ \ \ \ 21 5/1'x 43 1/4 RCF 0 W c FJ w z 0.m JN 417+00 EXIST C WATER 31 5116 x 51 0 x w /11' RCF fi am J_L. 31 5/ 16'x 51 1/4' R F t CONTRACTOR SHALL REMOVE EXISTING _ STREET LIGHT POLE AND LUMINAIRE Al•cD RETUEN TO EEASTINSS UTILITIES (T ICAL)\ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ N. \ r \ \ • GOODWILL 214 N Lincoln On Vnlr. 31',•2• MACE CLEANERS 228 N Lincoln • mon awning 0 pzot Zao 3 OVw J zcc z cc 1 2ZM N — N m m • • fl Ij•_� RCS Can HAIR PALACE 238 H Lincoln 1 Its It 1 EXIST, 10' WATER LINCOLN °Mis 11.. t1 II 1930 1925 • 1920 . REMOVE LIGHTS STATION DISTANCE SIDE 412.10 311 RT 415.45 30' RT • BUILD TRAFFIC SIGNAL STATION DISTANCE SIDE ARM LENGTH LUMINAIRE EXTENSION LUMr1AIRE ARM SPAN RTF L F ' ' T! tf • • SUItD **-1041E7 t}OHY -04NOuCTe* 32 1 MI tt • Kos e-6-- 0UT4rETS •s 32• 1 051 L F,,• ROIt9 •DUFLEX--REOEPTAGLE- --- 32 y 10 ' EAC44•••' -warm *0 S1 'R0tt& h • • • - • • LT • 415.53 37 lir 415+20 32 , �0 3000% • 1.7E1IM • - • a/ANTI-TY •- pm: c D 1,T L'S DUCICR 1RTEICoMeCT CABLE' - 0 L F "' ,TURD 2" •VC*Cit 40 CONOSIT FOR INTERtONNttT 4 L F " BUILD 2" t•YC"iQt 40 CONDSFT POR tLtCl t1CItt RTF L F ' SU1tb "t/4" }WC CONDIMT ' T! tf • • SUItD **-1041E7 t}OHY -04NOuCTe* 32 1 MI tt • Kos e-6-- 0UT4rETS •s 32• 1 051 L F,,• ROIt9 •DUFLEX--REOEPTAGLE- --- 32 LT 10 ' EAC44•••' -warm *0 S1 'R0tt& h • • • - • • LT • 415.53 37 PROPOSED GRADE EXISTING GRADE 4- 04 C11 0 N 412+00 n 0 4 04 an eV 0 o N en (o N NOTE TRAFFIC SIGNAL CONTROLLER, LOCATED ON NORTH-WEST CORNER OF INTERSECTION. 0 o) W e3 O 413+00 m (0 (D N ,01 J414 -OL -L rd N ) 4 —w ■ INSTALL ORNAMENTAL LIGHT STATION DISTANCE SIDE 412+10 hbsfings City Engineering t & RT 412.61 OATS 3-19-93 LT i RT 414.00 32 LT & RT 414.61 32• LT & RT 415.31 32 LT 411.03 32 LT • 415.53 37 lir 415+20 32 0 N 0 7 O et D '( L o -0 4286% 31 c r1 B M. - 3rd STREET AND LINCOLN AVENUE. SOUTHEAST CORNER. FIRE HYDRANT. -r STAMPED ON NORTHWEST BONNET BOLT. ELEV.- 1927 4& im _Cr a In VPI STA. 416+23 b 0 (0 x- Uf 01 ADAM KOHL INS 738 W 3rd St BLD DOWNTOWN IMPROVEMENTS X1993-1, 1993-2, 1993- 3 STATION INSCRIPTION 2nd ST & LINCOLN AVE hbsfings City Engineering TYPE DUN ST DWM OATS 3-19-93 CONTRACTOR LT DIN. SY B.A.B. APMD SY IASOIALTS `%N,' DRN NO. 22 of 48 BUILD JUNCTION BOX STATION DISTANCE SIDE TYPE 415. 10 32' LT 2 04 N 0 10 CY SCALE 1'=20' HORIZ r=5' VERT a N O in PROPOSED GRADE EXISTING GRADE 1930 -1925, , 1920, 417+00 ELECTRICAL VINH(HI1YG 3NIIWI • c z x 0 0 2 o • 2 5 5 A 0 i a 1-18"Casing /fi-eft- 6 Duct Condux Conduit Bell End ,\ �\cJ J) Clog EndsOf Casing With Concrete DETAIL W' TYPICAL END VIEW 6 DUCT CONDUX CONDUIT IN 18" CASING Concrete I (See Note*2) ) T(r(_ Condux Conduit fel I e1 1. s DETAIL "F" TYPICAL PLAN LATERAL WYE ON SIDE (LOOKING DOWN) Steel Band Tie Wire 15 3/4" Plastic (See Note *I) 31 w -„ Conduit rr Concrete -J - (See Note *2 'IVz"xle" Deformed Rebar Bell Endue T�1-��6 Duct Condux Conduit DETAIL "B" TYPICAL SECTION 2 DUCT CONDUIT ON M C D CONDUX CONDUIT --I X2 X5' Spacer Stake Compacted ) )+ Backfill Tis Wire (See Note*1) Concrete (See Note*2) 151/2" Bell End Plastic For Backfill Around Ducts (See Note*3) Tie Wire 4 (See Note*I) Bottom TrtnfttA Tie Wire (See Note*I) 1/2"X18" Deformed Rebar Bell End -- 1/2"X 2"X 12" I , r a Plastic - rfi 1 Conduit Wood Spacer Stake 2" Concrete t ' J 4 (See Notet2) Plastic Conduit -) Cockfillmpacted Ba �Th1J k 1,i )-4:4,6 -Duct Condux Conduit Tie Wire (See Nots*I) It„ DETAIL "C" TYPICAL SECTION I DUCT CONDUIT ON M C D CONDUX CONDUIT For Bockfill Around Ducts (See Note *3) Conduit. I1X2"X 10"Wood Spacer Stake 1V2"X 24" Deformed Rebar Condux Conduit DETAIL "L" TYPICAL SECTION 3- DUCT CONDUIT ON MCD CONDUX CONDUIT (ENCASED) Concrete 9. -I (See Note 2)7Plastic Coupling It •ri_ L .. -•- r. Tie Wire (See Note*I)' 1/2"X 18'- Deformed Rebar DETAIL "G" T YPICAL SECTION 2 DUCT CONDUIT (NOT ENCASED) I /� I"X2"XIO" Wood Spacer Stakes Plastic Conduit 1�) f1 I I I(� 1�2"X24' Deformed Rebar Bell End T; Condux Conduit DETAIL "M" TYPICAL SECTION 3 -DUCT CONDUIT ON MCD CONDUX CONDUIT. (NOT ENCASED) 1d-0" r • • 0 e -`, ` •,.J- t Common Brick ` 5'-0" ‘,1 Common Brick DETAIL "H" TYPICAL SECTION I DUCT CONDUIT (NOT ENCASED) Concrete _ (See Nots*2) l[vlPlastic Conduit cvl 'IC,'• r - Common Brick - „ 11_I X2 X12 Wood Spacer Stoke %2"X 18' Deformed Rebar DETAIL "D" TYPICAL SECTION 2 DUCT CONDUIT. (E NCASED)- t-ur buLAIJ1 N, Ducts (See Note *31 DETAIL "Q" I Ai X `iWC ud Spacer Stake Tie Wire (See Note 41) / -Plastic 1 1/2 'X 18" Deformed -' ' Rebar Bell End - TYPICAL PLAN SHOWING CONCRETE ENCASEMENT or BENDS -r * -Condux Conduit Conduit "-Blow Sand DETAIL "I" TYPICAL SECTION 2 DUCT CONDUIT ON MCD CONDUX CONDUIT (NOT ENCASED) 1 _ Tie Wire H_ ! �/_" ,_t{ (See Notetl ) "61 1"1,41 DETAIL"E" TYPICAL SECTION I DUCT CONDUIT (ENCASED) Plastic Conduit 1/1 X18" II Dtto, med I Lieu ir F Cundux Conduit Tie Wire (See Note *I) Bell End DETAIL "J" TYPICAL SECTION I DUCT CONDUIT ON MCD CONDUX CONDUIT (NOT ENCASED) In 2"X 3' Steel Block Welded Space 5 Feet Apart Start 1 Foot From End After Welding, Contractor Must Pull LT &T Co Mandrel Through All Pipes before Pushing Completely Encase 18" at Adaptors (See Note*2) CW) Gar+ Steel Pipes DETAIL "K" TYPICAL SECTION 2-GALV STEEL PIPE DUCTS 1'i' "1 Concrete 8r Rebar r j r I (See Notts *2&i'4)• ' .,-i I �1 1 r L �I I _ II t-r%1I t Carnlnn, Br,ck--DETAIL °R" „ I TYPICAL SECTION rI : II• I SPLIT OR R(ENCASED)1 CONDUIT TYP4-DUCT CONDUX CAL SECTION 1 II .1 .I I Backfill W/EXISTING VCT CONDUIT /ir •I� / (See Note*3) �, '• (See NioteKl) (NOT ENCASED) r 1y / 3, A/ / iv, , I r 1 I„X 2„X 5” Wood /IA 7 /4 r _ ^r Spacer Stoke i�% 9•�ma ���+fff O., 4 D 3.. 1/2” a" Concrete-, 0' hm �` DETAIL "Su Pi P r Deformed (See Note 2)' P . 0 � h,p r3 • Rebel 3 J. _ _t -_- , - { p�i/4y�..!,1):„? �o TYPICAL SECTION s 4'" �, _ ,tj,co 9:1�, 2 -DUCTS W/EXISTING r 1 _ Conduit 1 I-. ;� �E Q,A roe oo VCT CONDUIT ="1 t 1 _ - - \ 0S\ q, `c (NOT ENCASED) I_ , �� 1 • se 5. _ O CLncrete I (See Note*21 i • 1-0T Plastic j ` j_rl Coupling 1j..4 1 I �'1 i _-1 1 If L. Iy,t 14> ^f'. P. "L -.-"4-1:\:7.,:-/A2/7 ,.4= �-� � Riser Bend I4 `i\' / Concrete \ roy{ (See Note*2 )N\ // 1 El ---------_ x _ ___. :lc )4_1:14--- s-str1:_iy-1:1\vis'' x. Common Brick -' Common Brick i� N N CHANGES j DATE I REMARKS Oriq Drw9,12-9-66 G 0 R Redman tram Ong 7/86.0 K 1 r yn Rev sed C K A i If y arerrrennyi 1. rl GoIv Steel Pipes Thq t DETAIL "X" TYPICAL SECTION 4-GALV STEEL PIPE DUCTS Place Concrete Encasement at Least 6" or More Above Middle of Riser Bend If It Is Necessary to Install A Sump at the Riser Bend,Place Plastic Tee at Thrs Loration Y ' L _i ' DETAIL"V" DETAIL "P" TYPICAL ELEVATION CONCRETE ENCASEMENT OF RISER BEND TO CONDUIT l ba:kfill (`ee Note*i) I"X — Wood Spacer r- --_"1- - -- -va 5V r + i Plastic 1— -- Coupling 1 - - 5'-01 _ __ W Deformed Rebar (See Note *4) DETAIL "N" TYPICAL ELEVATION SHOWING METHOD- OF SUPPORTING & STABILIZING CONDUIT FOR CONCRETE ENCASEMENT '-Common Brick 1 HVStO H39WfN AB 830H031.1 - VINHCHilVO 3NIAHI • NOIIVUOd1OO 010H Mild DETAIL "0" TYPICAL SECTION MU'TIPLE DUCT CONDUIT (ENCASED) —Tie Wire (See Note*I) -1"X2"X10" Wood Spucer Concrete (See Note *2) —Common Brick I"X2"X Id" Wood Spacer Stoke 1/1 'Deformed Rebar (See Ncte *4) Buck till 3"'5ee Note*3) _ Tie Wire t E (See Note *I) - yI , r Spacer Stoke I'X2"X10"Wood • "rt 12'X18"Deformed DETAIL "T" 1 Il F Rebar TYPICAL SECTION n I"X2"XI8 WOOd 3 -DUCTS W/EXISTING VCT CONDUIT (NOT ENCASED) 1411 1411 u u • 1 41„111,141 SVSLO H3.r'fN Al 113310311 VINROWOV3 3NIAtIi • NOIIWOdHOO O1OH NYtd 1 - --Spacer Stake I/2"X le" i,f Derormed Rebar writ t Tie Wire (`_,ee Note*1) DETAIL "U" TYPICAL SECTION OF PROPOSED DUCT PL ACEC ON CONCRETE CAP OF EXISTING TELEPHONE CONDUIT (NOT ENCASED) BO&Lf1ll (See Note 413) • DETAIL "W" TYPICAL SECTION 6 -DUCT CONDUX CONDUIT W/EXISTING VCT CONDUIT (NOT FNCASED) NOTES: I Use 14 or 16 Ga Soft Iron Tie Wire 2 Use 5 1 Sack, S t>r G, 2500 Ib Conrrete For Encasement or Cap 3 lJse Sand -Gravel Backfill to 6" Over Top of Conduit When Conduit is not Ercased in Concrete 4 Use 1/2"Rebor And 14 or 16 vu Soft Iron lie Wire To Secdre Condwt In PIQCL Pebn Amount And Length To Be Determined In Field ISSUE 11 einrAr ✓� Et ar442 �E E,'Wo r/' Cava,'" Zowdre',utr ,4aaj Ofi•4✓ti✓o ,%vetac Livaoz,✓A✓e /s,aw.4.4444hrregA15,44CEY DRAWN CHECKED SCALE 7- 86 C K ADAMS 7- 86 G 0 RYAN 31,01 4 1 1'- 0" Es -i730./ -0975 THE LINCOLN TEL A TEL CO LINCOLN, NEAR /O_0_.1/ -1 Standard Underaround Conduit Typical Sections L' / �T2 FOR INFORMATION ONLY HVYL0 Y3EWON Ae S30H03Y VINtlO3nv3 3NIAHI • NO11WOd1O0 GlOH NVId 14111 1011 un 1 WM, in ,Ml NMI kW .VSto H3•r1riN A111.0013031d VU' UOinV0 3NIAHI • NOLLYhOdHOO O10H NVId • r rf TI II /6 tf.'v 0 0 s i al 0 i � 1 '11 `CV 4J1ai 1.1) .7 v: v j• i• �} J\s� 8..1>'r2—,5.'E.Ca;me,-/srsfae/ 4111 and L,xn.:r ri✓�,rve C%Scf/ed er"on4.'#t'»'or-Sax' .•,F, agar✓".r7r 30 2-S i II Ma 0 r .2.5 a , a _ p 44 ,/ 0 lr acs/6 Caleb" Ci ia✓uin 4-._cn rr C/rr 4 e - i' 1 4 T 24'.-. ,f r s co 20 C.5e ,P ..-.oven; do4s 7 .tee 410 vs", ,$ ,Yeo Lacer. GLNLRAL NO IS Contractor dial betore you dig Call 24 hrs in advance H,slings Utilities, Tel 1463-1171 for locations ot ektitnc, Walt, gas, strut lights traffic signals, and sanitary sewer For lueauon of storm sewer call Tel 1461-2330 for lenatiun of underground telephone call lel 4477-0547 2 Mr 1) L WiLker, Hastings City Lngmeer and Mr Roy 1 rupp, Street Superintendent w,II interpret City Specifications concerning concrete removal and replacement backlit! etc Call #4b1-2330 3 Lfrl Inspector will interpret plans and decals Refer to Contract for other specifications concerning Project 4 The Contractors construction procedure shall be coordinated with any placing, splicing, rearranging, or relocating of telephone cables which will be handled by Telephone Co Workman Adequate advance notice shall be given by the contractor to LT&T Co Conduit contras or to locate, expose, and determine conflicts if any, of all utilities 100 ft in advance of conduit laying 5 Caution' Use Extreme Care when working around or excavating near 1 ekphone l able or conduit so as not to damage them Keep all exposed cables covered and protected 6 All tonduic is to be encased in 5 1/2 sack S C 0 concrete LT&T Inspector will Interpret details 7 Any concrete that s to be runoscd shall first be saw cut full depth or removed to a joint 13, PEP le a. I `ff1j IMPROVEMENTS NN'a N°.1993- 1, 1993-2, 1 I I J JI II ��lb \iw ‘‘`t, .- - o --e- . i �1 �t 11,=x- _ _ --...-/,71...4 ____ G- —4.- -- ---- t-- -• 1. 1 '3 jlyl y+`1 t1 LJ ii • u1 4) N N CHANGES 1 DATE REMARKS C-44 4 B.Nt .5" 1/ rcio/n Ase. ..14" -Corner ,<.ie /la -grant etSob 1 /5 30 25 20 ISSUE 11 Lcnere rti 42./ 0.--,844n; / e le Z/ cOc,v 4vE4 /sr_2' 4ier'Aro rc3''�luy �srif�G3 DRAWN CHECKED' SCALE /2,616:EST, Cc4 GDR 3-2-91 tkeoeo"*.car THE LINCOLN TEL & TEL CO /0 LINCOLN, NEAR vv7d7 / 1775 —A 8670 FOR INFORMATION ONLY '"ea. BM D DOWNTOWN IMPROVEMENTS NN'a N°.1993- 1, 1993-2, 1993- 3 1 MORN' SIHI Hp 01 111/ vu 3903 xURISUS REORDER BY NUMBER 075AP 2 0 O gi 0 0 0 o n It a y Z 0 Z 33n 0 n m n D REORDER BY NUMBER 075*! d391A1f1N ONIMVHO t 839Wf1N ONIMVd0 DRAWING NUMBER [ ' -- -/ /'‘ 3Wf1N 9NIMVUO • • 6i CURB /NL E T (MOD / F/ED) L/D DE TA /L LIFT BAR 4=3" NO SCALE BAR D H —LIFT BAR 1 BAR E —' BAR G —BAR A PLAN DETAILS OF INLET COVER BAR C —BAR E chomfir ,34<"cho BAR S/ZE SHAPE No. LENGTH A 8 Str. 3 71 0" B 6 Str 3 I '-10" C 6 Str. 3 31-0" D 6 Str 2 7=0" E 5 Bent 9 51- 0" F — — — G 5 Bent 3 I'-7" Build 6' Curb Inlet. Inlet to be Patterned After 0 O.R. 443-R5 Inlet Pian by Modifying Y= 4' Box to Y.6' Box. (no trough) Dimensions to be Y=61-0" A = (-Om LId Shall Be Cast In -Place In Conjuction With Placement of Sidewalk. PR" 8 L D DOWNTOWN IMPROVEMENTS PROJNO. 1993-I, 1993-2, 1993-3 DESCRIPTION 2nd ST 8 LINCOLN AVE animus City Enginnring DWI K Imre NTR11Ci011 3 -I9-9�CO ORN. SY IYP11S SY IAyINALTS IONN N0. 25 or 48 Z 0 Z 1 0 VINHOdfVO 3NIAtl1 • PLAN HOLD CORPORATION • IRVINE CALIFORNIA DRNBY R J D March /8, /992 CITY OF HASTINGS o REVISION OF = z 0.0 R. STANDARD PLAN NO 443-R5 L Z 0 0 M CURB INLETS AND JUNCTION BOX a z GG--SdOEE END ELEVATION SIDE ELEVATION stir SIDE ELEVATION (0•) CONCRETE COLLAR TAELE 0f OUANTITIES sa r' I' ♦4, s! 31- Y' E4• A ■i. "?t•,l41.11.1 .ABEBI a1a_•: =M —o•: aaaa same as as a Elslstia�a s asET[a• >_ anaes_J e sEss- MIE�s--IEl1 — v_— _ alp �a E��E•nalair>.a ilarearlima 1. a- ate �L IIIIIIitt=•a�4. �.'.liIlsl — aIlElss -t Ima[ am••• i;. / PPPP�c `>iE�at pp,paE�NNt S •1 n .111111111110 ea EEEtj�EEEEii—a�� N •plus=a tea_ — flea a Asa SI W as—.--4,— alMaifffin MSS a SMaE J� an a_fl •y 4� a am all��a� DIMENSION/ SCHEDULE CO SAES w aWA1!J )•EIDI©ta srr.',SlIBaaB170 —dlrr',YSialntoE�3Sf BSSCa■rSRia nLrit1• 11 Or tiSiiEEI TSC11/7B>ra S>•1 -a rr BES Silva ri tB*BS _ — Eser+ / MallallUNISIFINSIE p Elf' as a Nis mors• sn MON Organ • m-aramia SOfC— 4 DETAIL OF COLLARS beim EEISBBBCIEIB UUP, �J �Ev le � �jiCEl>rTfD�• Of RV SIM REINA SEA IMAETMENT Of ECM STANDARD PLAN N• 425 COLLARS AND EL/OYV'5 FOR CONCRETE PIPES APPROVED POSUAIY J,. u,s SCALE t Kgw+ 4 t A DIA A 5 T H W CONC FOR 1 -PLUG 12' 4' 4' t' 1'-4' an_n, re If ' 4' 4' tlk: 1*- TY' T YPICAL LS 00, ' • 11'4' 4' J$ e- 11' —1 I0, • • s4' 4' 4' •ii• t'• NP 211 ' ' ,t' 4' 4' , • ,'- f• it al, • • ,f' 4' 4','- t' _ • ' • 4t' f' s' OA" 4' • ,EI' -.--....37 i _ass • • 4I• s' 4' ■' 4'4 r OSI '• s4' s• E' ,M' r• s' I U4 • • fa' f' f • 4' s'- E' • 1.,, • 16' s' s' ail • s'- r Ida ' • ,t• 1• s' ,• ,'- t• 11? • - 1'f' ,I¢' ,'• E' • t3 • N' f f- f r- r tN • • 1 4'-0 ONCRETE PLUG FOR STORM SEWER NOTES as am Nal a Ma alis'r •••B' EI 11R•I.• sr sr Rt ,ESN es at SISIP OS IN POIN San r sow so N ErlllE► In Nlr 1EE01117/ f1MMME NR as RLs sow. M M ►EMP EM ,ESXt/ w1r ERILL If ESS__1•I -- _IIr SE 01101/01/ •Erl ass NMEM 1111111111/ZALJt :17-11L- CAME. M'Li. CL N< ` 11-011.11-1a.1,111.71 r•;-E1EEE1 $ISIASEA DEEAETMENT Of 804111 STANDARD PLAN Ns 438 CONCRETE PLUGS AND FIELD PIPE TAP DETAILS A,EEOVED&math -lfttySE�u- rr Ew 1 .M.DaSd [•L1 Ica 1411 11114-441.141 PAR 40 W L REMOVE EXISTING WALK 4'-45 ELLS 4'-45 ELLS�r 4' -Ai ELLS 20' 46-45 ELLS 14.3/4."1----4'-45 ELLS GAS RELOCATION (BY HASTINGS UTILITIES/ 4'-45 ELLS 4'-45 ELLS 4'-45 ELLS s�- �� 4'-45 1144 4'-45 ELLS GAS RELOCATION DIY HASTINGS UTIUTIESI 20' 4'-4i ELLS .46-------4•-411 ELLS GAS RELOCATION (SY HASTINGS UTILITIES/ 4'-45 ELLS ----seal 4'-45 ELLS 4'-45 ELLS �20' 4'-4i ELLS GAS RELOCATION (BY HASTINGS UTILITIES/ LIFT BARS AT CORNERS OF SLA N• 4 VERTICAL WALL BARS UNIFORMLY SPACED AT NOT TO EXCEED /i" CTRS LS SPAN 41-0" 5'-0" 6'-O" 8 1/2" 9" 9 1/2" SECTION X -X w X 3'-10" 6'-4" 4'-10" 7'-4" 5'-10" 8'-4" z 5'-4" i'-4" 7'-4" TABLE A GENERAL NOTES PRIMARY SLA$ REINFORCING 45 0 5 1/2" CENTRS. 95 0 5" CENTRS. 95 0 4 1/2" CENTRS. ALL CAST -IN-PLACE CONCRETE SHALL BE CLASS "478 THE TOP SLAB MAY BE CAST -IN-PLACE OR PRECAST, BUT IF IT IS PRECAST IT SHALL BE SET IN A 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 a V 111:41. Seal! 1 v N •• GST IIS" MATE. PRAY. -{Ts. maw NS *444 EM W 1811 ••••••••• 4141140114111 INUIT, L P P E ■ I EYE. "IP.AM( SLIT 4 1 -AT- PI//SAME EM MPS AE NSMM - RAMI eosin I. E P 11-11 SLIT 6- 28 SECTION J -J CATCH BASIN WITH GRATE DETAIL SECTION A -A BARRIER CURB RELOCATION DETAIL STATION 327+22.7 Y -s'-0' TO 1E -0' L 11 -111 3-0' 1 f GUTTER LINE 1 LIMIT OF GUTTER DEPRESSION FRONT ELEVATION OF CURB INLET THROAT 1 0 (1) N 1 T2-N•` 5 x31-0" DIAGONAL BARS, 8 REOb. Z•LS+10' MANHOLE TO ELEVATION DISTRIBUTION REINFORCING 95 0 11" CENTRS. 95 0 10" CENTRS. 95 @ 9" CENTRS. 404 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 P 2' CLEAR TYPICAL P 1 4 TY I HORIZONTAL WALL BANS NO 4 BARS Q 12' CENTERS VERTICAL WALL BARS NO 4 BARS • DISTRIBUTION BARS FLOWLINE OF MANHOLE NO. 4 DOWEL BARS TO MATCH VERTICAL. WALL BAR SPACING +PIPE WALL THICKNESS 4 � �f `�- PRIMARY SLAB BARS MANHOLE DETAILS E NO. t LIARS o f C -C CAST INION FRAME E. COVER DEETER FOUNDRY NO 1150 OR APPROVED EQUAL DISTRIBUTION BARS X-LS+25' HORIZONTAL WALL BARS NO 4 BARS • 1Z' c -c VERTICAL WALL BARS N0. 4 BARS P40 4 DOWEL BARS TO MATCH VERTICAL WALL BAR SPACING IPE WALL THICKNESS BlA PRIMARY SLAB BARS CURB INLET DETAIL CATCH BASIN DETAILS BASE GUTTER LINE STRIKE LINE PRIMARY SLAB BARS SEE TABLE A DISTRIBUTION OARS SEE TABLE A I CL TRANSVERSE PIPE 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. SHEET 26 of 48 w 1 0 f 1 HORIZONTAL WALL BARS 4 CLEAR NO. 4 BARS L 12' CENTERS J"2" y I i T YPICAL LS • a —1 - - LS SPAN 41-0" 5'-0" 6'-O" 8 1/2" 9" 9 1/2" SECTION X -X w X 3'-10" 6'-4" 4'-10" 7'-4" 5'-10" 8'-4" z 5'-4" i'-4" 7'-4" TABLE A GENERAL NOTES PRIMARY SLA$ REINFORCING 45 0 5 1/2" CENTRS. 95 0 5" CENTRS. 95 0 4 1/2" CENTRS. ALL CAST -IN-PLACE CONCRETE SHALL BE CLASS "478 THE TOP SLAB MAY BE CAST -IN-PLACE OR PRECAST, BUT IF IT IS PRECAST IT SHALL BE SET IN A 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 a V 111:41. Seal! 1 v N •• GST IIS" MATE. PRAY. -{Ts. maw NS *444 EM W 1811 ••••••••• 4141140114111 INUIT, L P P E ■ I EYE. "IP.AM( SLIT 4 1 -AT- PI//SAME EM MPS AE NSMM - RAMI eosin I. E P 11-11 SLIT 6- 28 SECTION J -J CATCH BASIN WITH GRATE DETAIL SECTION A -A BARRIER CURB RELOCATION DETAIL STATION 327+22.7 Y -s'-0' TO 1E -0' L 11 -111 3-0' 1 f GUTTER LINE 1 LIMIT OF GUTTER DEPRESSION FRONT ELEVATION OF CURB INLET THROAT 1 0 (1) N 1 T2-N•` 5 x31-0" DIAGONAL BARS, 8 REOb. Z•LS+10' MANHOLE TO ELEVATION DISTRIBUTION REINFORCING 95 0 11" CENTRS. 95 0 10" CENTRS. 95 @ 9" CENTRS. 404 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 P 2' CLEAR TYPICAL P 1 4 TY I HORIZONTAL WALL BANS NO 4 BARS Q 12' CENTERS VERTICAL WALL BARS NO 4 BARS • DISTRIBUTION BARS FLOWLINE OF MANHOLE NO. 4 DOWEL BARS TO MATCH VERTICAL. WALL BAR SPACING +PIPE WALL THICKNESS 4 � �f `�- PRIMARY SLAB BARS MANHOLE DETAILS E NO. t LIARS o f C -C CAST INION FRAME E. COVER DEETER FOUNDRY NO 1150 OR APPROVED EQUAL DISTRIBUTION BARS X-LS+25' HORIZONTAL WALL BARS NO 4 BARS • 1Z' c -c VERTICAL WALL BARS N0. 4 BARS P40 4 DOWEL BARS TO MATCH VERTICAL WALL BAR SPACING IPE WALL THICKNESS BlA PRIMARY SLAB BARS CURB INLET DETAIL CATCH BASIN DETAILS BASE GUTTER LINE STRIKE LINE PRIMARY SLAB BARS SEE TABLE A DISTRIBUTION OARS SEE TABLE A I CL TRANSVERSE PIPE 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. SHEET 26 of 48 w 1 0 f 1 • t I, TYPICAL RAANP • IIAIMiLM1I/1 ASIAN CAS NIMa KIM M MLP- NU LIP 1) 711E as NM a ROW NW ft ASSN flea nit a r TW NWT JL Soalt r MO MPI/ al WWI Alm M I SS earn • Maer n Alf JW1At I NH la O) CIS SL M SAWN s ASSN I ONMIN SON INI rw. RIM SF Ma AMI sMlr W— SOW 4J AMM•ALL/ nN 1S ANL M IM ANON flied Hun as ArrARr M SR A HIM WI /IM Iai ir't' W AIIrMr M i M NNW WAIL ROMMNSAATMPS / Tel Aa(YMAIfM1t MOT oM nnsa 7MIf see,. W MWS Mira PER Mt NNISLtHIND SwWLL ar NCLIMIDON ALL a ani ORISeCTON AAM ReNs l•cel 0/ Cas W ANNWJA rnuac . RIWORI SL .uLaralLlrrn ANLN SAINSW AAM imes iSICAIq OM!'RIL1! anW/0 AIC ASK .NKLipC771•1 Or SAE AAWICAT AWS. 300' AMP PromuClailovr Pro%cl f Sarver C • '1 eee OD Nim mg, , 1 raj • CURB Res M TaE liANDICAPPED 2nd STREET ech I 4 J fl73, A r- • GEOMETRIC DATA TYPICAL CORNER DETAIL SCALE /'- /O' rJOINT SEALING FILLER -IN- �I Y UP. JT. NOIR 0 MI/I00Mtt IXMNSON JOINT FRIAR STALL tt USIO P011 EXPANSION JOINTS 1$41 .216 OTNIRWIN r{L11nmo. v EXPANSION JOINT DETAIL • CURB DETAIL • PAINTED CROSSWALK MY OTHERS) rwrstAc/ALc /wlory O• JAW MAK MLLES rw. •"Sumo • Wife AW YINIAMIINL arms St= esaire 1 • •1 1 1. es Is ars eau (4W AAx - AMt11KLt 1 A0/-NINIrMai 1 • — as) 7PP/tau Masts Cat Aovysiw ,r !Halt Staff • e owners r wan svn'c TREE t AND ..RATE LIGHT POLE 4 Z CnsR GQ 0 )RNAMENTAL LIQ -IT F HYDRANT tU Hr ///1 BUILDING LINE 40' LIGHT POLL, FILL SOX, ORN -.MENTAL LIGHT. FHR1 HYDRANT, ANO Tutt LOCATIONS SHOWY ONLY FOR JOINT LOCAnON NOTE DELETE BRICK SANDING THIS CONTRACT. JOINT PATTERN OF SIDEWALK SHALL FOLLOW CONCEPTUAL DESIGN AS OUTLINED. TYPICAL CORNER SECTION SCALE. 1' - 6' TREE GRATE DETAIL 7800-A TREE GRATE DEETER FOUNDRY, INC i0 n /17/1 JOINT PATTERN TO HAVE APPROXIMATE 10 FOOT SPACING, EQUALLY SPACED TO MATCH WITH EXISTING DRIVES AND/OR NEXT INTERSECTION CONFIGURATION. TENORS M1 TREE GRATE BARIIEW CURB so' , uww•,wOypT icn■i ■■EII■ ■■Ella nb._ a EUtL .i■ ■■■ iiiinin■■nnii 11•1111111111111.1" 11111111111111 S�SiElinr II Fla IN AR TI.NU...... MIM f W JT "ANAL saaiMI. NWRNINT ,MMNINID inc MMI f w. JT TYPICAL INTERSECTION JOINT PATTERN ' . .a r M PN0'` BM D DOWNTOWN IMPROVEMENTS ROI`N` 1993-1, 1993-2, 1993- 3 11 DESCRIPTION 2nd ST & U NCOLN AVE ' flbsfings City Engineering is.N n DWM YT! 3 -19-9 CONTRACTOR —.1 1 3NIl SINI NO 1NIN1 10 3903 NOIIISON s 6§ • 0 N 1 6 z 38 5 2 9 z ? n — • 'I; O g E 1i391,1I1N ONIMdWC 21701 CAST IRON RING & COVER wf MACHINED BEARING SURFACE 24 ' ADJUSTMENT RINGS 16" MAX. STANDARD PRE -CAST CONIC SECTION _4 ----(ECCENTRIC SHOWN) N z to c dz. 4' MN. VARIABLE 90' ELL CONC, GROUT NVERT 2' SLOPE MN. _PPE TYPE 1 Oa VARIABLE ONE HALF TOF PPE EMBEDDED N (_ -PPE SIZE VARIABLE STANDARD MANHOLE & DROP DETAILS MO SCAB 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Duch Y- Branch Moira or Lateral Sewer 0 4 Mom or Lotero/ Sewer No Scots 0 0 4 A A Note Ell 40 Anchor Bors Plugs fa risers to be furnished if need- ed or specified Riser .4 O (56' long) Borst Anchor to bunk, / anchor per length of riser 90• E//. Y - Branch Y — BRANCH and SERV/CE RISER DETAILS 3" forth F/// -. Ground Line Cost Iron Machined From* and Cover 45• ELL Pi Support es e Sire Variable 45 • E//. ' or /86 Concrete k LAMP HOLE DETAILS /B• 1 1 1 1 1 1 1 1 1 1 a No Scole 1 1 1 " L 81. D DOWNTOWN IMPROVEMENTS 7ROJ Mt 1993-1, 1993-2, 1993- 3 GUMPTION 2nd ST a LINCOLN AVE hbsiings City Eng/nearing 07GN n GAT!CONTRACTOR 3 -19-95 CAN 1T AP S �•Y/1R'(_ /��/ . M WILTS IORN Na - 28 of 4e SIZE OF FITTING THRUST 9IMENSI LOCK NS A � TO! NIA D * 4" l 14 _A N 15 1'-6 1'-g" -41 6" I L--te XII 1-y al y C . N 1.....5: FEE 1.,....2.: r W4- IL 4'-6"2'-OI2'-6 w 12M • 441 Solid Conc. Blocks as req'd to bear against undisturbed soil say be used. CURB STOP & BOX I L s.L•aEARANCE ASO ItAIMEJE, MC m SAI oa IFRIMElEf- GATE VALVE & BOX CONCRETE THRUST BLOCK DETAILS IIT MLS FIRE HYDRANT Il ''' FI IIrS - : f 11SMIIIIAL JOINT SOAP MOAN WATER SPRINKLER LINE DETAIL WALK .1 �1'. -: r�.,.• 0.15 1 S ti +r 11. > • _•1 1,.. !}F !.� I L.aL .L.�Hlm Jena. I, stlAmos 1.:11- . .l EXISTING SERVICE TO BE USED 1N PLACE OR REPLACED PRIVATELY- 1/4 NEW CURS 1TCP• & l( WATER SERVICE LAYOUT NEW WATER SERVICE COPPER K (MIN. 1.1 G6RPOIIOATION STOP 0.4.5 - NEW WATER MAIN / OAA VAS AM MOI S SIM IS S IMS TN DETAIL OF WALK OVER VAULT ROOF DRAIN DETAIL L DETAIL A WEATHERPROOF 120V OUPLEY CONVENIENCE OUTLET OUSTS OF WW1 SONS 48r LW OS CLENIANCI MA PMI SS X MA MO LM AM TWO A1-ali LIFT V Ma • VIN S/NII NT NAI MILT CHICLE Na r aur •LP. unNul• ren 1e FT POLE urINS ISO DETAIL B CONTROLLER ON NW CORNER OFF INTERSECTIONS ONLY MN LL 1 IOLA w •ISIS MT WIN DETAIL C WOO IOLT OVEN 1-1 • RIPMER. AVOW, 1' NA fTMIT W PLASMA SUNS NUT SS ST CICU aa MLT IOW ES Fsi_ S144- TSIPA MIM I LAP / � P Y r P II ;I t1 pi L 1t TX II DETAIL D Pa MI =TALL A TRAFFIC SIGNAL PLAN LUMINAIRE SHALL ■E GENERAL ELECTRIC CO TYPE II -4••A / CUTOFF will( clew ewe - ; LLAMP OR ROYAL LOWS 1111MMIN SI ION=► ISE TAIL A W SSTS1. C CMP -2 ••ASSY CAS 1 W MA DOLE MI- 1 L PWR11IlAN Ptee PTI PPS SE =TAIL S NAISNOL1 AOAY !11141 TWPC NIINPIACINO REEL NI SS LAI IPPON CAI FOA .NY } S W NAST AI FOUNDATION NOTES N (.FENk.KAL NUI ES 1 TNAPPC SAL SIT Aa. WNW IMT SO WNW ESNNNM ASO IOU aW: MILL r SAS MIA r IS ISSN MIN1-a NM ISI STK 4181 MTAAO AAMC 1 MS IS AS MOLL ALM N SOSO u11N r eau ASS PIM 1111 ISSN W SALO Sae IN TIO La— MST ALL OLA NOLO SMS r OWNS W TIO ISO IN CNN O O1OY1a L POLI TNA MALL N ea MIN as FOLa as N assn -.Rohr, AOS Sr AS L ALL !AND •SLY ANLL NAVE A ISMS SMAS M r N f IK\ W. AND LENSES—MIS MAIL IS I IS MM NAND MAS SS INS NMa SI ESL M MOOS 1•1111141111•41 MNL ..HETI M IS ES a WS. . NY1 Anda ENS NAVE WSW MI ST W YNM MND A NMI^ NS M t AT IIS AOS M 1111 eNR 5 NON FILLS LaM5. 1 EACH 554.1 EST LIa•OIUM MTI SII. SI MS AS AND SIGMA! MM SAL M SSW MTF ALL a1WLLAYaO NAINIS M--vraIMIIE SSW a ALL IMOOLLAMaS SSW SU. r 114.5,4-11• TS MEOt! STI ant Sr TS SUNS SIM M NMI ..at/NJ 7 7111 Pre 1ST LUMINAIRE IRINNDI LISS AM Ala a/rAl ANN MALL = AALVAaNM M SLY MT1 AOT .SIM. l A WOOS NUT FM SCONMMATSI O M 1 AW NSA MN MALL M 554141= 11141 SOW M 1141 1OLE SRI •WRLT Sail 1141 115141 ML1 NEIL ND AN5r PROPS OPLL = ALLaMSI III NAND ISA PRA1S. L TNIAIFC U I. RIM SAL N SIMS TO SSW VIM WASS •- AL N TIN NU SIGN MAT M WOSSW EXCAVATION SAL r T• TN ST LS M 11\1 POOSAIOY ONLY TIO TM IS P=T NO SS PONWL NWINIACIAI RML MST ANN Pa1AMATAM 1NY1 P5sr Y TJ- SPIN MASTS Fe- K =1 SENT S I O 1 PIN FOUNDATION �wa•Nr MOW *15 MR 1171 AM CLAS 1111 MOUND MD OSLO IN PLACED 111011E TM MNC111T1 41 POLIS A • LOAM S ISI O Fa1NDAT1N M7A1L IT WELL I TUS AT LEST 1ST MHO ASO51 TIP 1F MOND FOUNDATION w NOLL SITEND A 41WII1 M VONT NET IRI 11O I RIM• MI! 7.41 NIU SNTNa Das IOLTA SST ANN POLOSTI N ONLY, ANGIOS DOLTS NULL M II- IIA 1 W S r AND MALL M TIIMAM• WI RatJ1AR MILT MALI M 511411E MTN TOO NMAWLK NUTS Ala TOO PLAT OWNS SS MLTs MALL N MS ND AMI- vine 11\ENM SST SS SST MAN MALL ea I THEY MALL r anal A -- M s -MOL 51. 1515 IAVIL Moen Sart I WN Sas A 551 IMM Pee PSSATO . SIM END SIM MALL M •NEW- IS ONE SAI41 CMMUIT S NS 1MTAu= M Si PA1M•ATI MIA MRN IS SSD MS PWM MMIC AND 1=4844848. NI=11nT\ STI NULL U aYAM OAe.18.-elGl SECTION A - A WON OMT CIRCLE WITS TJNISIIS I IES IIINMATSL 1MLI FASSATII 4 -at I ALL ION I 1T NOUS 118TAIa1TM NI SSW MOS POI -AI=a 84481 APS WNW 101881.11.1 ASSN NFT I NN NISI AIA INAPT EN ON. I MJ N Ir EAA EA POLE FOUNDATION T✓ ., , • POLE ST SANS Maga SIMIL1 MA IW ma Tr LISTA TO! NIA MIM. NTL MSFT SAS •,r ISE rr 11 s 'I MINER Of It SERIOIMENIm M4 i i .--k• XI •2t;' n5 Li; A- L--te XII 1-y al y C . OMS us" Ea- s tar r W4- ,I WNW 101881.11.1 ASSN NFT I NN NISI AIA INAPT EN ON. I MJ N Ir EAA EA POLE FOUNDATION T✓ ., , • POLE ST ' SIT Semi INAPT 1511 NAM MA TO! NIA LOMITN -MLT CIRCLE Sr ANA ATTALIM\NT NES - 1 341 4 :' �! a ra MINER Of It SERIOIMENIm M4 i i .--k• XI •2t;' n5 Li; A- L--te XII 1-y al y C . OMS us" Ea- s tar r W4- 11 N IPOMCS STEIL NOT WAS P AN FWSPAL NLS POIIISATION 5-1171 M1ANOS8 POU MAR TOP I~II MEV NO OATS PROVISION NEMASKA CHEPAPTYMPFT Cr PROWS STANDARD PLAN Na 1I2 TRAFFIC SIGNAL POLE DETAILS •PPROVED 9 7/ TRAFFIC ENOSEER Gr.u,d net shown. tone clock, pAste-ce 1 and NQA n.t sh•non Lai L CK.T Oraaker REL to L, 1r is 40A Rik r. Z -"4 0 I20v. 414 T. trait._ Power Soliree on r L *4 RISER «-11t J • • 4 tOA IV 44 N TO Outlet re one PolesI„ 1.0A Mater 100A 52;st. SL.itch eaA Ceetletee A` e` + N + Ts ornamental r cobra heads. 3 e re 10 ite/t40 Rade Mug Alt.. 3-S A11eys i' CONCRETE PAVING L - . • • Compacted FIII CarNmGTED IMP TFYi Saul - TRENCH W/ PIPE LAYOUT PIPE SIZE 441 4" NOTES 1 FILL DOORS S WALL WITH R• CMU AMD HORIZONTAL WALL REINFORCIN S EACH COURSE 2 NO S NABS I♦ 2'-S' C -C CENTERED IN II' OL hU.L FROM TOP TO SUTTON 3. WATERPROOF EXTERIOR SIDE WITH ASPHALT PAINT OE APPROVED EQUIVALENT. TRENCH WIDTH (MINIM.) 2' - 041 2' - DN Olttlat Clrcu,t 3-A4 Iso. ItO. ertenzWesil a'N Whoa• N HLO Rai . et 1.Y..,I Il{ V VMS OP Grnn■Lrsr Rad • a r Whtta. Road t L4ht C7e.w t 3-"4 ItDIP 12Dv a CC Y la L r r TO NEXT POLE .1 1 c 6NNN114111.1/n N.•Wh:te 1=~r` Decorative Light Po It Bate. DOOR & WALL BLOCKDETAIL rte., mA 5- ST1/ALL 2 AT/\ r% PREFORMED EXPANSION FILLER New Ornamental Streit Lighting Luminaire McGraw - Edison- Doyforrrn Tr ditionoire TRD T/ -3393-110 -V Weatherproof /20V Duplex Convenience Out/et Christmas Circuit 2" PVC Conduit With Wires As Noted On Electrical Sheets. to CN i 14 Pole, Valmont industries 05202, Design No. 4 54,4110 Pedestal Pole With Transformer Bose With 3 '/2 TRW Fixture Wires And In -Line Fuses ONE ACCESS DOOR WITH 10 SECTION TERMINAL BLOCK MOUNTED INSIDE & ALL WIRES TERMINATED UPON 4 go /voni zed Anchor Bolts /////// Reinforced Carteret* Foundo>`ion __====.2,'Dio. x 36" Deep tot --3/4' PVC.. Pips GA. End Rod 10' ORNAMENTAL LIGHT DETAIL 3'20 cove ZOA 1F Ilea Faea. -T' tag v cool! connector, U.P. cover, GLFt. re cep. Light P.Is Baas P11,- in Dani! A IOC NU LNAic r ihu n 1 T O r O O • F BLD DOWNTOWN IMPROVEMENTS PROJ. va 1993-1, 1993-2, 1993-3 \ESCM15110N 2nd ST & LINCOLN AVE Hastings City Engineering 1' U L. Z 1 1 r0 0 1 o a M n 2 O K Z • 3 0 is; m g 1 8 0 31 G7 z 5 C4 m DJ ',TT' �i38wnN ONUVWdO 71bWING NUMBER 4' if r: 1fe a3SwfN ONIMV O SLAT NWT Alla LSASS NE SSA 1R EMS SISAL Lt NS TONAL a. LEAN - 1 341 4 :' �! a ra MINER Of It SERIOIMENIm M4 i i .--k• XI •2t;' n5 Li; i 4 - L--te XII 1-y al y C OS M rF r:, 0 Ir 1r 1 3 a M 3 1 S M SW-IIrM MI41�M� I 11 N IPOMCS STEIL NOT WAS P AN FWSPAL NLS POIIISATION 5-1171 M1ANOS8 POU MAR TOP I~II MEV NO OATS PROVISION NEMASKA CHEPAPTYMPFT Cr PROWS STANDARD PLAN Na 1I2 TRAFFIC SIGNAL POLE DETAILS •PPROVED 9 7/ TRAFFIC ENOSEER Gr.u,d net shown. tone clock, pAste-ce 1 and NQA n.t sh•non Lai L CK.T Oraaker REL to L, 1r is 40A Rik r. Z -"4 0 I20v. 414 T. trait._ Power Soliree on r L *4 RISER «-11t J • • 4 tOA IV 44 N TO Outlet re one PolesI„ 1.0A Mater 100A 52;st. SL.itch eaA Ceetletee A` e` + N + Ts ornamental r cobra heads. 3 e re 10 ite/t40 Rade Mug Alt.. 3-S A11eys i' CONCRETE PAVING L - . • • Compacted FIII CarNmGTED IMP TFYi Saul - TRENCH W/ PIPE LAYOUT PIPE SIZE 441 4" NOTES 1 FILL DOORS S WALL WITH R• CMU AMD HORIZONTAL WALL REINFORCIN S EACH COURSE 2 NO S NABS I♦ 2'-S' C -C CENTERED IN II' OL hU.L FROM TOP TO SUTTON 3. WATERPROOF EXTERIOR SIDE WITH ASPHALT PAINT OE APPROVED EQUIVALENT. TRENCH WIDTH (MINIM.) 2' - 041 2' - DN Olttlat Clrcu,t 3-A4 Iso. ItO. ertenzWesil a'N Whoa• N HLO Rai . et 1.Y..,I Il{ V VMS OP Grnn■Lrsr Rad • a r Whtta. Road t L4ht C7e.w t 3-"4 ItDIP 12Dv a CC Y la L r r TO NEXT POLE .1 1 c 6NNN114111.1/n N.•Wh:te 1=~r` Decorative Light Po It Bate. DOOR & WALL BLOCKDETAIL rte., mA 5- ST1/ALL 2 AT/\ r% PREFORMED EXPANSION FILLER New Ornamental Streit Lighting Luminaire McGraw - Edison- Doyforrrn Tr ditionoire TRD T/ -3393-110 -V Weatherproof /20V Duplex Convenience Out/et Christmas Circuit 2" PVC Conduit With Wires As Noted On Electrical Sheets. to CN i 14 Pole, Valmont industries 05202, Design No. 4 54,4110 Pedestal Pole With Transformer Bose With 3 '/2 TRW Fixture Wires And In -Line Fuses ONE ACCESS DOOR WITH 10 SECTION TERMINAL BLOCK MOUNTED INSIDE & ALL WIRES TERMINATED UPON 4 go /voni zed Anchor Bolts /////// Reinforced Carteret* Foundo>`ion __====.2,'Dio. x 36" Deep tot --3/4' PVC.. Pips GA. End Rod 10' ORNAMENTAL LIGHT DETAIL 3'20 cove ZOA 1F Ilea Faea. -T' tag v cool! connector, U.P. cover, GLFt. re cep. Light P.Is Baas P11,- in Dani! A IOC NU LNAic r ihu n 1 T O r O O • F BLD DOWNTOWN IMPROVEMENTS PROJ. va 1993-1, 1993-2, 1993-3 \ESCM15110N 2nd ST & LINCOLN AVE Hastings City Engineering 1' U L. Z 1 1 r0 0 1 o a M n 2 O K Z • 3 0 is; m g 1 8 0 31 G7 z 5 C4 m DJ ',TT' �i38wnN ONUVWdO 71bWING NUMBER 4' if r: 1fe a3SwfN ONIMV O EXISTING SYMBOLS PROPOSED Q 'DENOTES TRADE SIZE S F2MMIP IMMASE_ —•�S ) �.•..—IA) emi•. a. --._(DRI r r 1 I 1 t__ : ,▪ 0- -e 0 LoolslzE - 1 ," x OI PPB IT} lI/�� 5g ` - ANCHOR GUY 0 O CEA SPARE SEND DESCRIPTION METALLIC CONOUI T UNDER ROADWAY CONDUIT IN TRENCH OVERHEAD IAERIALI CABLE DIRECT BURIAL CABLE VEHICLE DETECTOR !INDUCTIVE LOOP TYPfI VEHICLE DETECTOR (MAGNETIC TYPE) VEHICLE DETECTOR (MAGNETOMETER TYPE) PEDESTRIAN PUSH BUTTON CONTROLLER ANO CABINET TRAFFIC SIGNAL HEAR IC SIGNAL HEAR WITH PACXPLA 7' TRAFFIC SIGNAL HEAD WITH TURN ARROW TRAFFIC SIGNAL HEAD WITH ALL LENSES OPTICALLY PROGRAMMED FLASHING BEACON PEDESTRIAN SIGNAL HEAD LUMINAIRE ON MAST ARM LUMINAIRE ON POLE TOP WOOD POLE WITH ANCHOR GUY PEDESTAL POLE SPAN WIRE OR MAST ARM METAL POLE PULL BOX WITH SPARE CONDUIT BEND POLE FOUNDATION WITH SPARE CONDUIT •5140 SIGN POWER POLE TELEPHONE POLE HYDRANT UNDERGROUND UTILITY 1 LAMB FOR SIGNAL HEADS SHALL CONFORM TO THE STANDARD SET DY THE INSTITUTE OF TRANSPORTATION ENGINEERS NTMI. ALL LAMPS ME DESIGNED FDR 120 VOLT OPERATION AND HAVE A STANDARD BRASS SCREW MSE THE LAMP SMALL HAVE A CLEAR GLASS ENVELOPE AND FURTHER SE IN COMPLIANCE WITH THE FOLLOWING NOMINAL WATTAGE T SIGNALS 111 IT SIGNALS 155 LIFE INITIAL IMOURSI LUMENS EUD OU LIGHT CENTER LENGTH 12E• 37/Ir IW S" 2 TRAFFIC SIGNAL AND PEDESTRIAN SIGNAL MEADS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION. AVAILABLE FROM THE OS DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION, AND TO THE REQUIREMENTS FOR LENSES SET FORTH BY THE STANDARD FOR ADJUSTABLE FACE VEHICLE TRAFFIC CONTROL SIGNAL HEARS, LATEST EDITION AVAILABLE FROM THE INSTITUTE Of TRANSPORTATION ENGINEERS 3 REFER TO PLANS FOR SIGNAL NEAR TYPE LOCATION AND FACE REQUIREMENTS STANDARD SIGNAL FACE ARRANGEMENTS SIGNAL FACE NOTATION KEY Rm E"- ALL SIGNAL LENS I j I `SIGNAL FACE ARRANGEMENT ^T --ALL IT SIGNAL LENS L MUMMER OF LENS IN SIGNAL FACE -COMMINATION O'B IT SIGNAL LENS 511 711 E12 TIT L`— I 521 F21 :o1 522 T22 YID ETLMS T' DENOTES TRAFFIC SIGNAL 'P" DENOTES PEDESTRIAN SLhAt VERTICAL SIGNAL HEADS 524 T24 521 T25 HI T42 75, 523 (DONTII YWALK WALK Tit ) .20 IIe MA AHHAhOIM,fI - - RUMMER OFFACkS rw 13-1 0 TS-, e 13-11. rig i0 U 73-'R gls 73-1`• T31 RI TS-1LL HORIZONTAL SIGNAL HEADS 74, TS IRR 75, TS -ILL TSI 61 4,n Aims -.I-. A,w TS -1L11 I N Y 45 l Y 1� IA- RD clL RI IJUAI 51 sty N• 1- , e \t -a., QPDATEO 01 Hl v. I F. 1 NOW STAN_ T., rL.N NE 910 -RI SIGNAL FACE CONFIGURATION AI I HU. t ,UNE 1 NOS 114_ . m 1.1 1 ., i / PULE LW'LIN4 SLAT\ ADAPTER � �J PO ADEN SLEIVLI B-1 1-2 1-2 FON WOOD PULES FOR STEEL PULLS FOR ALUMINUM POLES I-5 F N-4 CML` GUIDE NLLDLD UN ENTRANCE YNACKET ONLY 1-4 (ALTERNATE) POLE BRACKET INSTALLATION DETAILS r= l _ 5F. P-4 OR USE WITH TWEE NH CDS FOR USE WIT. SACKPUIE PEDESTAL MOUNTING DETAILS 1 SW -1 SINGLE ENTRANCE HANGER 1EJ' r tie PIP` 1/4' Lt IsHirr 1/4' U BULL CLAMP SID` VIE. NLLD 1' v 7,7 / 1 TALK, � 111/2'PIPE CAP TIE ANL Tr WELD 'IL MINI -W 3 UISL1I,ILCI IWJI0LR A ' 1--- 12' BSir A i ti isr W r 9 3/1b ---I B 1 BR A( KLT I OR I'OLL MOUNTING ONI WAY PEDESTRIAN ANI) VIIIICLE SIGNAI S PIAL ANACkL1 INSTALLATION — 12 SIDE VILNA M TRAFFIC SIGNAL PLAN MA 1 MAST ARAI MOt'NTIN(A ATTA(.IIMENT ROTATAYLL COUPLING MAST AMS -- MA -1 ROARING SPOT WELD r 2' STANAU PIPE SLIP FITTER (SUF•LIU BY MANUFACTURER) LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SIGNAL MOUNTING ALIGHT 11 NOR12yYM�TAL L NMIAA` ,I.uNTING III NIA S \HJl''F\Itl L MAST ARAI NIDE \TIN(: I 10R170\ IAI N. V1•RTIC AL INSTAI I (TION II V THREADED LONE END) 2' I PIPE DIPOLE LOCH MIT M-1 ITWNTING SPOT WELDED BY CONTRACTOR 1 3/1' DIA MOLE Wil' 1 0 0111311 GROMMET END MOUNTING ATTACHMENT FOR MAST ARM INSTALLATION M-1 MOUNTING LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SIGNAL MOUNTING HEIGHT - -16 1/2'- rA \I 141 u /A CLuSUNE ASsoMMLY (SEE ENTAIL) FRONT /ILW B 2 BRA( KLT FOR I'OL 1 NIDI N FIN(. TWO WAN PEDESTRIAN ANI) VII'ICU SIUNAIS SPAN MIH! -- -nl- 5/1V Bois NII. ^AL LN TETnt. - '.LT !MAIL IND VI EV SPAN WIRE NIOUNTING DETAILS NOTES A SITSCNtw, CADMIUM - PLAT_D R NU, 1 IJ AL IWSLI01. AI TIN SIGNAL HEAD HAA MLLN PLUMYLD c 2 INCH PIPE COUPLING D IlMLC GUIDE 2 INLH PIP! A, Se mi. (MOVE ALL 111005 AND SHARP LO' 1 L .LA.. .AnHN I. In 1 1, TIYNIM_ LAY.- C4'PAN'PLFT 4 JIILN SERRATED SIGNAL NLVSIu -/ SERRATED PIPE COUPLING -7 SPOT WELDED SY CONTRACTOR SEE DETAIL 'A' SERRATED PIPE 'T' OR 'CROSS SERRATED SIGNAL HOUSING LOCK WASHER LOCK NUT 1 Hui (THREADED INTERNALLY) To BE INSTALLED AT THE SPECIFIED LOCATIONS 1 3/8' DIA LADLE j W OI /1' 1 D RUBBER MOET I Z O INTERMEDIATE MOUNTING ATTACHMENT I Z FOR MAST ARM INSTALLATION E - o z C H i WIRE INLET A GROWN) I t 1 s 2 O 6 SPOT MELDED BY OSTRACISE CLOSURE ASSEMBLY (SEE DETAIL) LENGTH AS REWIRED TO PROVIDE TME SPECIFIED SIGNAL MOUNTING HCIGHT --SPOT NEISU BY CONTRACTOR SEE DETAIL 'I' SEE DETAIL 'C' LVMIMLE SIGNAL BRACKET HORIZONTAL MAST ARM INSTAI t ATION FOR ASSEMBLY WITH TYPE MA 1 MOUNTING GENERAL NOTES 1 ) PIPE COI/MAIM 73P SUL3MML IRACIETS SHALL NE TNNR6NAL 1 1/1 INCMADT RE I INCALLEBH UENDINC UP* NAL IRACIETS SHALL RE PIRNISAU BY THESMNIYFACTUREI OF THE SIGNAL MAIM 2 ) UNLESS OTNEIWISE SPECIFIES 111 THE PLANS. ALL TRAFFIC SIGNALS NSONTEI MINE THE ROADWAY SHALL HAVE A HEIGHT OF 1/ N , AL` TIDE NDUNTED TRAFFIC SIGNAL A HEIGHT jTF 1E) ANO PEDESTIIAD SIGNALS AT A HEIGHT OF 1 Al MEASURED TO THE ROTTOII OF THE SIGNAL NEM 1401151115 OR MCNPLAT_, 3 ) ALL SIGNAL MEMS STALL RE MOUNTED IN 11101 A MNNNEN AS TO BE EASILY REMOVED FAUN THEIR SUPPORTING STRIICTWE 4,) ONE AND TI40 NAY TRAFFIC SIGNALS IWITALLFD w SPM WIRE SHALL IF E111PPED WITH A .IE NINE 5 ) GASKET SEALING COMMA/ED SNEAL BE USED IN ADDITION TO ANY LEAD WSNERS REWIRED FOR CREATING A WATER- TIGHT CONNECTION IETNEEN THE SIGN. MEAD MO MOUNTING BRACKET ) SIGNAL HEADS SHALL 1E MOLLY AFFIAED TO THEIR RESPECTIVE POSITIONS BY USE OF SERRATED COUPLING OR OTHER ACCESSORIES RECOMMENDED SY THE SIGNAL MANUFACTURER / L-TMNEADED FIFE NIPPLE DETAII A 0 0 SERRATE) LOCKING RING SERAAILD 900'LBOW DETAIL B THREADED PIPE NIPPLE A SERRATED TEE MANGE OR MASS SERRATED LOCKING RING LOCI LASNER PIPE 'T' OR 'CROSS' LOCH IIUT DETAIL C ELECTRICAL LNMU/T (IF REIUIRED) a•_ NEOPRENE OR LEAD WASHER PINNACLE CLOSURE ASSEMBLY TYPICAL ACCESSORIES 1 NDIL t.11N4 WNFACLS DY INANE AND COVER SNAIL •E MALNINED 10 111 FRAME ENO COVEN 10 Si `AAT HAW 1 t . IIA 111 IIF IN 'ARLIN J HLINFUNC WG MRS tl • CENTER 11 Y MININAR'- TIN' VIEW Ur PREFORMS EIVMWNM ,,NiAFILLER TO DEPTH 1F ABUTTING CUNCNTI CLOACAE IL CUANY RwHL W Tt J 4 MINIMUM L 1 SICIION MI" PULL 130X1 TYPE PB -2 IQ PNLF0IIML0 EXPANSION NINE FILLER TUNPTI11 1WITTNNCAMMITE CONCRETE COWAN TOP VIED 5010 SEATING SURFACES LA FHAM ANA COVEN SHALL IN MACHINED 10 FIT FRAME AND COVER TON GST IDIOM 112 CIMMEE,. OF A LANTHI A.., F F. , 1:11. MF i E 1I• MINIMDNI-A 1 ()HAIN MP! LOCATE DAT LOE PO11 Of PDLL BUN 5N.T10N AA A COPJISE AGGREGATE 1 PULL BOX, TYPE PB -1 NMAMRD CRICKED CDVLRI IDP VIES W 15µk ANO COVEN SEAL LWLN WHIN NUWIEN SEALANT CAULKING AWIN)XWILTL DIMLNWYFY TYNE A I O I 1 P66 IT I 11 211 1 If PRI tE or N REV N• DATE DESCRIPTION OF MEV'SIIN NEBRASKA DEPARTMENT OF STANDARD PLAN No SIGNAL MOUNTING ROADS 911 APPROVED JANUARY 14,1177 I IiL SCALE LSS SWAN /f® ry'BATE TRAFFIC ENGINEER NDIL t.11N4 WNFACLS DY INANE AND COVER SNAIL •E MALNINED 10 111 FRAME ENO COVEN 10 Si `AAT HAW 1 t . IIA 111 IIF IN 'ARLIN J HLINFUNC WG MRS tl • CENTER 11 Y MININAR'- TIN' VIEW Ur PREFORMS EIVMWNM ,,NiAFILLER TO DEPTH 1F ABUTTING CUNCNTI CLOACAE IL CUANY RwHL W Tt J 4 MINIMUM L 1 SICIION MI" PULL 130X1 TYPE PB -2 IQ PNLF0IIML0 EXPANSION NINE FILLER TUNPTI11 1WITTNNCAMMITE CONCRETE COWAN TOP VIED 5010 SEATING SURFACES LA FHAM ANA COVEN SHALL IN MACHINED 10 FIT FRAME AND COVER TON GST IDIOM 112 CIMMEE,. OF A LANTHI A.., F F. , 1:11. MF i E 1I• MINIMDNI-A 1 ()HAIN MP! LOCATE DAT LOE PO11 Of PDLL BUN 5N.T10N AA A COPJISE AGGREGATE 1 PULL BOX, TYPE PB -1 NMAMRD CRICKED CDVLRI IDP VIES W 15µk ANO COVEN SEAL LWLN WHIN NUWIEN SEALANT CAULKING AWIN)XWILTL DIMLNWYFY TYNE A I O I 1 P66 IT I 11 211 1 If PRI tE or N 614001•D LINE CAAMSE M,GNLWTE COUPLING CONDUIT CON0011 •I.ECT.OM Df TRAVEL I—(14 MINIMUM) M%141' �. SECTIDII AA PULL BOX, TYPE PB-541&PB-6 NUN MAY IN EAS 1 IN IHl SIDEWALK OR MEDIAN WITH NYNOVAL N ENGINEER CONCRETE 111" FHLFONEI&D EXPAIGION JOINT FILLER TO DEPTH (It MUTEMO IRNCRE1E MOEWALR B j- IP \ r."µSLE{ L WARM AGOREIA11 `�� AL4T4MATAGL AA At 11140011 SECTION AA PULL BOX, TYPE PB -4 NOTE SEATING WMFACES OF FNMA AND COVER SHALL N MACHINED TO FIT FRAME ANDOVER TO BE CMT AIN 114" MINIMIINI NOTES GINARAL NOTES PULL BOXES TYPE PRI SMALL NAVE 01114 WARE SIND INSTALLED AND 1 CAPPED OR PLUGGED AT 410TH LIPS WITH THE CORRIGT ELIE AND TYPE CIF 1 FITTINGS FOR THE TYPE INF CONSUIT FuRNINED «moult NALL SE CLAM NB OR MA4. Arctic WW1 ALAN AMAIN NEIN AM ILSWINARY TO TM ITEM TWA , MK TYPE PS 4' WARTA AGGREGATE Fr FILL MATERIAL SHALL IN RILAVEL COAPOSED Of N IOLONGED EXPOSURE DP THE PULL MIX AND COVER TO SUNLIGAT COMMON O MAHA TO THE PULL NOX OR COVER •R IMPAIR iTIE FUNCTION CONDUIT TERMINATIONS IN PULL 100X SHALL NI FITTED WITH SELL ON FLARED END TYPE MI ANA PRA PULL SORES MINCH ARE INTENDER 1014 INSTALLATION IN AREAS. SUCH All SIDEWALKS 011 SURFACED MENNE mat HAVE A LIE OR HAMAD ME ERMAN THE OMER SENNA TO MOWN • PLUSH FAMIED SE AAAAA BETTMEN THE ELINIMNIN INTERNE SW 1111 WOES of THE COVER K ILL WM COWERS SHALL SE EMONSSED MTH AN ANTI-ELIA 11.1111ALE PATTERN M111 SHALL FIT 5171101111111 TIGHT TO PREVENT ENTIMPWE OF N1111411 W ATER IT I, PULL BORES TYPE Mt 16110 TYPE MT WALL BE CMAIILE OF SuPPORTINA MINING P ULL ROI 'PIPE PIN SHALL SE CAPAALE RD SUPPORTING LIMIT vtniCULAN EWE IN ADM paa aLuSTINTION • -TYPICAL- ANC/ NOT INTENDED TO LINT DEMON NOMA of VALLS OF PULL 00K NALL MIT OEFLICY TVA Ur pER fl LENGTH Of NOK WREN INSTALLED MY SUBJEGTE. T I I AUDI VIII 'CAL 1 ANIAGENT TO TN SDK OF IRE BOX. PACIPTAOLE MATERIALS ARE 11 PGRUANO Mein INIONERETI CI PAG 470 47A4 11 EPDXY OR RDLYTATIR RESIN MORTAR MTN y$11101 GLASS PIMA 1 RINOORCIAWAT AMA AA ANIMPRIATE ARMINATI NOIR MATERIALS CHEMICAL PROPERTIES NAV BE OURIATTE11 PIM IMICIRTista IMTERIAL SHALL INT anon CINNIUSTION IN ACMFADAMIX WM ASA MEAL HAMA 1 ARIORVIKIN WAAL NOT EXGEER IS Of 714E ORIGINAL Small Sr INF ' 4•11111•174 swum F PULL SOX DEVER. SHALL SE HELD SECURELY IN PLAGE IN FASIENEM6 CIF NMICINTIONIVE INTERIM INCH MINN/MA MELON 71 Oli • 14. Ay— REV Pat DATE STANDA,151) PLAN Nt 941:4 -PULL BOX.,pETAIL ast DESCRIPTION 2nd ST a LINCOLN AVE 'OSLO tl3GWfN AS d OSD3S 0 6 DI 9 • d38wnN OMMVSO d38WfN ONIMVdC • U38wnN ONIMVUO iP 2 8 is 2 • d381NnN ONIMVdd