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Home My WebLink AboutPD1995-11O m NOTE BOOK 0 z W 0 z I0 F O La =0Z = WW 0d¢ 141 >- yGf 0) - u} Oata oS .� to aU G0N x 0 0 .W - 227 tar) t ti 0 ID 5tr 1- W 9 IJidg. W CO 2::c_ COt cnys CU t o tiuff Cieu.ss Joseph's Coilage of 6.38 W. 21,J ts, b34 W. 2.1 Beauty 828 W. 2nd coc e d ry 0 Parking r a p / O R Joseph's Salon 828 V2 W. 2nd J D M1^§ D t„- n ° tv N ai .. 0 F. -r :j i, :ry r 229 +a) 230i -CO 1 -- Cr + N N a ccW Gift 8- Thrift S ore j 814 W. 2nd N ON t ry _ TI'N N N N N NQ ON NI ' RCP _ 12RCP Ib 4RCP IIS ----- to Foliage Lody Luck Unlimited Pickle Parlor 810 W. 2nd 806 W 2nd 11 r 8 2 c. -• N m � H� J4' rG „IA ns9h. `�\ I N. Martin/Miller Tra cI 800 W. 2nd N _.4 • 2 4 i2' RCP tIV cla,. , _ '��- obta (u� f oG_11 N ^ml�— R x 3_tM a t.; 'Ss 1 N N I to • `{ 11O Ay' NIy ,Kf• >b1 fx,.:'tets (Music Fabric Basket 'Weber Studo 0.Budget 825 W. 2nd 821 W 2nd 817 W. 2rdr.I Rentals Qj 21813 W. 2nd I;1 N.rl M1 Y 3-! . fl 'n NP m _ ' al i N I fc O Rutts Pharmacy Western Sports Vdcc4lt 809 W, 2nd 807 W 2nd i 801 W 2nd Jos U-2 PROJECT t SURVEY c. U-2 2nd & Lincoln SW 52.44' near corner bottom wood post SE 53.65' near corner brick building NE 56.65' wood trim near corner brick building NW 59.95' south corner -building at near, corner of window MOVE PAVEME Station tb Station 227 +•50•••tb 229+•14 Side. tT••8:12T •... Sq..-Y.ds 745 REMOVE Ea••SALVAGE GRATE INILE Station : 228•'27 228x38 RT LT '—Dis'tance a 231 6' 228'4'43 228-x78 T LT 25' 61 EMOV E DRIVEWAY Station te:.Stat,ton 2274.59-••tb••••2274:84 RT 22 REMOVE RCP l2"- -Station STattorr :284:27 tb •••229.414 1.30 '. EMOV E SIDEWALK REMOVEREMOVE-EIGHT-POLES & : BASES Stffian ta...:Sffitnn 22.7•450..4•^220+•14 a2.7: v 50 --•t* •-- •229:4:44 Side 1a w 2638nt 2845 227 t 74 $id'e tT _-. "-Distance 30' 228.0,.4$ 2.264'-319 LT RT 301 26' EMOV ELTER$ EN(f3VE ELECtRtCA Sfdt1Q ,1 2284 RT 2284.76 1T Station Side Distance 2280,19 31' 284.55 229.2 OO •;•. RT RT 21' ......2g Savage MOVE PL•APtTERS a tion 228-+-39 Side : T 2284?5 RT 228485 RT REMOVE: •l0'1'•MATER. •-L. Station to•..Statian IUB •.--Distance 228:v:5 LT 228.494 L ...Quantity 227+-50-•':•to••229-, -I4 RT 22' 64L•.f, 229 4 09 LT HIGHWAY TZOERAL AIG SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT K11710NAt PXWIFAST PRINTED W U.S.A. 2nd ST =BURLINGTON TO LINCOLN PROJ. N0, 1995-11 DESCRIPTION REMOVAL M2sfings City Engineering 03GN BY D.M. DATE 1/96 rCOn.TRAC?Ot+, 1 ORM $Y I.1?M 02.4.T 0 0Y "M3 ;Dal O. B. B• i! I 1 Z of /t Station : 228•'27 228x38 RT LT '—Dis'tance a 231 6' 228'4'43 228-x78 T LT 25' 61 EMOV E DRIVEWAY Station te:.Stat,ton 2274.59-••tb••••2274:84 RT 22 REMOVE RCP l2"- -Station STattorr :284:27 tb •••229.414 1.30 '. EMOV E SIDEWALK REMOVEREMOVE-EIGHT-POLES & : BASES Stffian ta...:Sffitnn 22.7•450..4•^220+•14 a2.7: v 50 --•t* •-- •229:4:44 Side 1a w 2638nt 2845 227 t 74 $id'e tT _-. "-Distance 30' 228.0,.4$ 2.264'-319 LT RT 301 26' EMOV ELTER$ EN(f3VE ELECtRtCA Sfdt1Q ,1 2284 RT 2284.76 1T Station Side Distance 2280,19 31' 284.55 229.2 OO •;•. RT RT 21' ......2g Savage MOVE PL•APtTERS a tion 228-+-39 Side : T 2284?5 RT 228485 RT REMOVE: •l0'1'•MATER. •-L. Station to•..Statian IUB •.--Distance 228:v:5 LT 228.494 L ...Quantity 227+-50-•':•to••229-, -I4 RT 22' 64L•.f, 229 4 09 LT HIGHWAY TZOERAL AIG SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT K11710NAt PXWIFAST PRINTED W U.S.A. w 0 co wo o 0 I (.) >- 0 Z< W 0 141 4)- LAJ io I- 2t.t. X 0 . -J on 0. < 0 NOTE BOOK w 0 0 0 2 o < 8 u 0 z w w 0 c.)800 L8z `0°) v).0 n ce 0 < cc 0 00-, NOTE BOOK z 227 +00 228 +00 229+00 230+00 BURUNGTON AVE 1- 0 w STRAND BLDG. 200 N. BURLINGTON 0 r ELIA CLOSET 838 W. 2nd HOFF CLEANERS 834 W. 2nd JOSEPH'S COLLEGE OF BEAJTY 6 SALON 828 W. 2nd 828 1/2 W. 2nd. Ay A - ca. / (1,00 0 et, Al, e/ 4) 'V a, 1 - HASTINGS Pell SHOP 814 W. 2nd CL 0 CY) C\J e/C0 ci 0 ‘27 co A. 0 'V 0. ‘1, t° 810 W. 2nd DJ MARTIN/MIL 806 W. 2nd _ER TRAVEL 800 W 2nd 0. 3% O. 3 % O. 14 % 0.3% ne/ etck9ik :CC° (;) e/ A et! PARKING EAKES 839 W. 2nd 2ND STREET a, ?\'•cc, Ca,, el? fir* 0.3% HASTINGS GREENHOUSE 825 W. 2nd NORTHERN LEAGUE CARDS a COMICS 821 W. 2nd WEBER STUDIO 817 W. 2nd rrLY ->LASKA CERAMCS 813 W 2nd SIT:L 809 W. 2nd 807 W. 2nd BIG DALLYIS DELI 801 W. 2nd PROJECT SURVEY T.B.M. #10- S.W. CORNER 2nd ST. & LINCOLN AVE. INTERSECTION."X" ON N.E. NUT -CAP OF LIGHT POLE. ELEVATION= 1927.63 SCALE, 1n= 20' t0: ”EISS Ez.,avadvg. FROJ. 2nd STREET -BURLINGTON TO LINCOLN FROJ. NO. 1995-11 CESCRIPTION GEOMETRICS & GRADES Hastings City Engineering OWN BY D.M. DATE 1/96 CONTRACTOR CRN. BY • aa APPRO SY Aswan ORN NO. Y of /2 193 6CAL 14) • BUILD PA4MENT STATION STATION SIDE 0:.YOS. N co 192 4 ' <NI C>i c>I 10 22.7*.50 - 229»t4 229-1-14. i • 229+32 LT 8 -RT 950 23 • 12'12:P2;2Z:5' RIGHT: STA 227.:+:0 5!:R:Rj:32! RI:GHT :STA.:227 ,t,B9 •TYPEI 'CORNER DETAIL BUILD dpiVNIAY • STATION tO stAtiON SIDE 2274-62. i-227+-84 RT 24 • 193 Pl. 192 —t BUILD ipEWAI* STATION V. STATION 810.E • 227*50 -4229 *14 2•7+50.... -•J• -22•7r62 RT 3020 225 2274,84 229+14 RT , ;295 • 1930 N 0 a) • al • 'IT) CO • CM 192 'CD 1B cb (.0 'CV 227+00 +50 + 75 +83.8228+00 +25 +50 +75 229+00 4.14. +32 230+00 HIGHWAY FEDERAL. AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT NATIONAL PRINTFAST PRINTED IN U.S.A. LJcZ 0 a_ 0 0 0 0 z 0 o 0 tu z Lt.. 0 0 L. >. w Z LaJ LI >,_o Cr 0 < —1 co a 0) LJ -1 —J CC 0 0 tU o z z 227 +00 228 +00 229+00 233�00 BURLINGTON AVE F- C.) STRAND BLDG. 3 200 N. BURLINGTON a_ 2 0 1.0 -5- C\J IJ ELLYIS CLOSET 838 W. 2nd HOFF CLEANERS 834 W. 2nd JOSEPH'S COLLEGE OF BE TY 94 SALON 828 W. 2nd 828 1/2 W. 2nd. HAST!NGS 814 W. 2nd. 1- 0 P.C3N SHOP Cr CL n LLJ 0 PAID STREET CONNE T TO EXISTING CONNECT • EXISTING 41 PARKING EAKES 939 W. 2nd HASTINGS GREENHOUSE !NORTHERN LE.ACJE WEBER STUDIO 825 W 2nd ICIARDS Sc comics 817 W. 2nd 1 821 'N. 2nd 1 ASKA CERAMM 83W 2nd MARTIN/MILLER TRAVEL 806 W. 2nd 800 W 2nd I) PROJECT 1 f 'SURVEY c_ SIT _L 809 W. 2nd 807 W 2nd t3IG WALLY'S DELI 801 W 2nd NOTE: THE INTERIOR METAL PIPING SYSTEM WILL REMAIN BONDED TO THE SERVICE EQUIPMENT. IF- THERE IS NOT A GROUND ROD ALREADY IN USE, AN 8 ROD SHALL BE DRIVEN & CONNECTED TO THE SERVICE EQUIPMENT THE GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH NEC 250-81 & 250-84. THE CITY ELECTRICAL INSPECTOR SHALL APPROVE THE INSTALLATION AFTER BEING SATISFIED THAT THERE IS APPROPRIATE GROUNDING. NOTE: Warning tape is to be placed 12"-18" above conduit. SCALE: I"= 20' mw. 2nd STREET -BURLINGTON TO LINCOLN FROJ. NO. 1995-11 awFuntom ELECTRICAL Hastings City Engineering. MI5 BY. DATE /9,6 CONTRACTORi N. BY IAPPRO BY ralALTS MN NO. B.B. /4 1 of /Z 193 FL 1925 •INSTALL ORNAMENTAL1-10.H. s-rAtoN ..DISTANCE $11)B 227-c•5 29 LT -Er -RT t. 228-4..Z 29 -LT • 24" RT ................ ............. .......... .................. ...................... ......................... ........ ................ ................. ...................... ........................ ........ ........................ ....................... ......................... ................... ..................... .................. .................. ............ ....................... ............. ....................... ..................... .................. ..................... : ........ ............ .................................. ........... ................... ........................ ......................... ...................... ....... ..... ............... ........................ ........................ ........................ ........................ ........................ ......................... ........................ ....................... ......................... ; .......... ............. ........................ ......................... ........................ ................... MISC. 1930 RCM • ..QUANTI I Y MILD 2`.1.P.V.C.. BON .40 ...CONDUI I - iFOR - ELECTRICITY 672 LE -BUFLO-3/41-1-96H:40-1?V.0:-COND1.111F 40Hc. BUILD1F4. STREqT LIGHT .CONDUDTOR 192 -BUILD. *6 -OUTLET. CONDUCTOR ' -BUILD DUPLEX -iREGEPTACLE 008LE 008 -LE +BACH ................. ............... ........ ........................ ....................... ..................... ................ .......... .............. ............... ......... .......... ....... ... ... .............. ......................... ......................... ........................ ......................... ......................... ......................... ......................... ......................... ......................... ......................... ......................... ......................... ......................... ......................... ............... ........................ ........................ ......................... ......................... ......................... ......................... ......................... ......................... ........................ ........................ ........................ ......................... ......................... ........................ ......................... ....................... . . ......................... ........................ ...................... ........................ .......... .......... .......... ............. ............. ............. ........................ ........................ ........................ ........................ ........................ ....................... ...................... ............. .... .. ... ................... 1930 ......... .......... ................ .. ............... ................. ................. .................. ......................... .............. ........................ .... ....................... ........... ............ .................... .......... ......................... ......................... ....................... ......................... ......................... ........................ ........................ ........................ ......................... ......................... ......................... ......................... ......................... ......................... ........................ ........................ ........................ ......................... ......................... ............... ......... ......................... ....................... . ....................... . .. ........................ . ....................... ..... .... ..... .... ......... ........ ............ ... ............... ......... ......... .. ....... . . ......................... ......................... ......................... ............ .................. ... ................... .................... ................. ........ .......... ..................... ......................... ............ .................. ..................... ... .............. ............. ................. ................ ................... ........ .................. .............. ......... ............. ... .................. ...................... .............. ................ .............. ............ .....FL .... 109 92 ....................... .................. ................. ............ ......................... ..................... ................... .................... .................. . . ....................... ....................... ........................ .......... ......... ..................... ................. ........ .... ........... .............. ............... .......... .......... ......................... ............ ........ ................ .................... ......................... ..................... .................. .................... ...................... ........................ ........................ .................. ........................ .................. ......................... ................... ......................... ......................... ......................... ......................... ......................... ......................... ......................... ......................... ..................... ....................... . ............. ..................... ........................ ......................... ......................... ......................... ......................... ......................... ......................... ...... . ................. ........................ ......................... ........................ ......... ........................ .. .............. ............... ................. ............. ......................... ........ ...... . .................... ......................... ........................ ......................... ... ............. .................. ..................... ........... .................. ................ ................. ................... ............ .............. ................. ........... .............. ................... ......... ......... ......... ........................ ........... ... ....................... ......................... .................. ............ .................... ........................ ....... ........................ ........................ ........................ ......................... ......................... ......................... ............... .................... ......................... ........... .......... ......................... .............. 227+00 228+00 ...................... .......... ........ ............ .............. ............. ............. ............ ................ .......... .......... ............. ......................... ............. .......... ............... .......... ................. ................. ...................... ................. ......................... ...................... .................. ............. ............. .................... ......... ................. ................ ............ ......................... ......................... ................ ... .......... • • II 230+00 HIGHWAY FEDERAL AID SHEE7 PLATE 1 -SINGLE PLAN AND PROFILE.FuLL DOT /6471001/IL PRINTFAST PRINTED U S A 226+00 Tribune Winklebauer Photography 908 W 2nd 900 W 2nd —to" W 3 10" w /cat mons* 1111118 MRS Q 65' 10" W 227+00 (to be abandoned) i. NEW 10" D.I.P. WATER MAIN (See Sheet No. 3) Nebraskaland Gloss 131 N Burlington WATER QUANTITIES DESCRIPTION QUANTITY 10" D.I.P. Water Main 164 Lin. Ft. 10" M.J. Solid Sleeve 1 Ea. STATION LIN. FT. SIDE 10"x6"TEE BLIND FLG. FLANGE CAP GATE VALVE VALVE BOX 227+74 62 Lin. Ft. Lt. 1 ington Avenue 3 d c -2" W c a 35' 0 3 s AO, 3 (to be abandoned) 1 Z a D.I.P. WATER (See Sheet No. 3) f Iw 1 Sewer runs north to the alley Strand Center 200 N. Burlington WATER SERVICE 228+00 229+00 Sewer runs north to the alley Elly's Closet 838 W 2nd Sewer runs north to the alley Hoff Cleaners 834 W 2nd 10" W M4 4 10 it 1 zI as wI , NOTE: * The 6" water services will be flanged pipe * All fire line pipe will be flanged pipe. * All water mains and service to be min. 5'-6" bury. 10" W W Sewer runs north to the alley Joseph's College of Beauty 828 W 2nd Joseph's Salon 828 1/2 W 2nd 264' Sewer twos north to the alley Gift & Thrift Store 814 W 2nd w 3 s 3 nd (to be obondoned 10" W NEW 10" s.I.P. WATER Al W 005 3 s Eakes Parking Eakes 839 W 2nd Sewer runs to alley Sta. 227+50 Begin project Hoevet's Music: 825 W 2nd Se er runs to • Iley cc !Street 3 r c n ta 0 5 rn rubric Basket 821 W 2nd Sewer runs to alley GI z Weber o Budge Studio Rentals 817 W 2nd N 813 W 2nd No record for water Sewer runs to alley IConnect to existing ` fire line Sewer runs to alley Sewer runs north to the alley Foliage Unlimited 810 W 2nd 10" W NOTE: Warning tape is to be placed 6"-12" above pipe. Sewer runs no. to the alley Martin Miller Travel 806 W 2nd 230+00 Sewer runs no to the alley Martin Miller Travel 800 W 2nd Rutt's Pharmacy 809 W 2nd S wer runs to alley Western Sports 807 W 2nd Sewer runs to alley Big Daily's Deli 801 W 2nd Sewer runs to alley Sta. 229+14 Ren -love 1 -- 10" 45° M.J. Bend Ste. 229+14 Connect New 10" D.I.P. water main to existing 10" D.I.P. water main BUILD 1COPPER WATER SERVICE BUILD 6" FIRE LINE STATION LIN. FT. STATION LIN. FT. SIDE 10"x6"TEE BLIND FLG. FLANGE CAP GATE VALVE VALVE BOX 227+74 62 Lin. Ft. Lt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 227+93 62 Lin. Ft. Lt. 1 Ea. 1 Ea. • 1 Ea. 1 Ea. 1 Ea. 228+10 62 Lin. Ft. Lt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 228+29 19 Lin. Ft. Rt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 228+45 19 Lin. Ft. Rt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 228+82 19 Lin. Ft. Rt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 228+89 62 Lin. Ft. Lt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 228+95 19 Lin. Ft. Rt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. Hoevet's Music: 825 W 2nd Se er runs to • Iley cc !Street 3 r c n ta 0 5 rn rubric Basket 821 W 2nd Sewer runs to alley GI z Weber o Budge Studio Rentals 817 W 2nd N 813 W 2nd No record for water Sewer runs to alley IConnect to existing ` fire line Sewer runs to alley Sewer runs north to the alley Foliage Unlimited 810 W 2nd 10" W NOTE: Warning tape is to be placed 6"-12" above pipe. Sewer runs no. to the alley Martin Miller Travel 806 W 2nd 230+00 Sewer runs no to the alley Martin Miller Travel 800 W 2nd Rutt's Pharmacy 809 W 2nd S wer runs to alley Western Sports 807 W 2nd Sewer runs to alley Big Daily's Deli 801 W 2nd Sewer runs to alley Sta. 229+14 Ren -love 1 -- 10" 45° M.J. Bend Ste. 229+14 Connect New 10" D.I.P. water main to existing 10" D.I.P. water main 2) ' 44:::11L NORTH Scale: 1"=20' 0' 20' 40' 60' 40' 0 0 1" W 10" W 40' 3 0 3 231 +00 Ben Franklin 742 W 2nd Sherry's Hallmark 742 W 2nd —L_ 0 c c O U Mlles Engineer 1" W 7 1�� ✓;/�itOS Ci EMlneer Gory Michael's Clothiers 734 W 2nd PIPE: STARTED: CONTRACTOR: COMPLETED: City of Hastings Engineering Department 2nd Street, Burlington Ave. to Lincoln Ave. 1995 — 11 Water Ds M. Sidlo Supt. M. Merrill Ckd No. Added fire fine and guontities Revision .s. 2-9-96 D.N. Orwn M. Sidlo W.O.No. Ckd BY Dote Ckd Date4-29-95 Ret'mt No APP N Sheet /0 of /Z c:\acodrl3\acodwin\hu\water\*heel 1 o.dwg BUILD 1COPPER WATER SERVICE STATION LIN. FT. SIDE MAIN TAP CURB STOP STOP BOX BALL VALVE 1 EXT. ROD 1 Ea. 1 Ea. 1 Ea. 1 Ea. 227+95 70 Lt. 1 Ea. 228+06 70 Lt. 1 Eo. 1 Eo. 1 Ea. 1 Ea. 1 Ea. 228+43 25 Rt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 228+83 25 Rt. 1 Ea. 1 Ea. 1 Eo. 1 Ea. 1 Ea. 228+86 70 Lt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 228+97 25 Rt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 2) ' 44:::11L NORTH Scale: 1"=20' 0' 20' 40' 60' 40' 0 0 1" W 10" W 40' 3 0 3 231 +00 Ben Franklin 742 W 2nd Sherry's Hallmark 742 W 2nd —L_ 0 c c O U Mlles Engineer 1" W 7 1�� ✓;/�itOS Ci EMlneer Gory Michael's Clothiers 734 W 2nd PIPE: STARTED: CONTRACTOR: COMPLETED: City of Hastings Engineering Department 2nd Street, Burlington Ave. to Lincoln Ave. 1995 — 11 Water Ds M. Sidlo Supt. M. Merrill Ckd No. Added fire fine and guontities Revision .s. 2-9-96 D.N. Orwn M. Sidlo W.O.No. Ckd BY Dote Ckd Date4-29-95 Ret'mt No APP N Sheet /0 of /Z c:\acodrl3\acodwin\hu\water\*heel 1 o.dwg • 0 co 0 0 OD z o w cc Xw 0 z W OO U10z ,... ,,,, > 0 ± cc 0 < (0 0- CD CO u) LU 1 0 NOTE BOOK 0 z 2274-00 228 +00 229+00 230+00 BURLINGTON AVE. 1— STRAND BLDG. 200 N. BURLINGTON to N-• CV CV ctli ELLYt CLOSET 838 W. 2nd HOFF CLEANERS 834 W. 2nd 24.68 FL JOSEPH'S COLLEGE OF BE 828 W. 2nd ITY 5 SALON 828 V2 W. 2nd. HASTINGS PeN SHOP 814 W. 2nd. a. 0 w cr) 810 W. 2nd • MARTIN/MIL 806 W. 2nd .1 2 2ND STREET 24.21 FL PARKING EAKES 839 W. 2nd 0.9% slope HASTINGS GRENI-QUSE 825 W 2nd NORTHERN LEAGJE CARDS 5 COMICS 821 W. 2nd \.1 WEBER STUDIO 817 W. 2nd 22.85 FL Existing ER TRAVEL 800 W 2nd ID N ASKA �RNvIOS 813 W. 2nd SITL 809 W. 2nd 807 W. 2n BIG DAISY'S DELI 801 W 2nd LINCOLN AVE. PROJECT C. SURVEY •SCALE, 1 = 20' 2nd STREET -Burlington to Lincoln FROJ. NO. 1995-11 DESCRIPTION STORM SEWER Hostings City Engineering MGN BY 'DATE D. M. 1 /96 ONTRACTOR N. BY aa APPRD 8Y ASBUILTS DRN NO. g of iz. SCALE 193 N. i-101111 1"= VERT 11= 0' • BUILD CONCRETE COLLAR. PLAN'425-R2 NO STATION SIDE SIZE DISTANCE 2294-10' AT 12' 2,5' 192 .BIALP REINFORCED coNmErg, :SEWER PIPE • NO SIZE D.ESCRIP.TIDN ..12x. 126.5 JLINCTION•80X itli-TO•CONG. COLL:AR t1.1 -12x 2961 • GRATE INLET'S TO -JUNCTION' • i93 Btill;;Cr. ORATEMIS -.SEE*DET4L.:SHEET N.01 -SIZE STATION SIDE DISTANCE. 2274'85:5. 192 AMINEMINIS 0199/0.slo e 22;s5:n. L 24,68 FL:214.21 STA.. 2.27t :BUILEt.tvIA ROLE ISIDRIV.I•SEWER) NO STATION SIDE SIZE DEPTH/ FL 227+ 63.5 2.5.1 RT 4x 4F 307/.24,21. 1930 • ••• s. 192 PROPOSED GRADES 0 <0 th to* al III AcoMitot... °sr.. DAVIDL WACKER 227+00 +25 +5o 228+00 +25 +50 +75 229+00 +14 230+00 emu 1;21401. HIGKWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -rots Dor NATIONAL PRINTAAST PRINTED IN U.S.A. 227 +00 228 +00 229+00 230+00 0 LLI 1 OLt— u, cc. d Ct— z z 1— STRAND BLDG. 3 200 N. BURLINGTON cr a tij c\I ELLYIS CLOSET 838 W. 2nd HOFF CLEANERS JOSEPH'S COLLEGE OF BE 834 W. 2nd 828 W. 2nd TY & SALON 828 1/2 W. 2nd. 0 LEI NAST! N GS PgiN SHOP 814 W. 2nd. IC) 810 W. 2nd tO 4- a-‘ MARTIN/MIL 806 W. 2nd ER TRAVEL 800 W 2nd (1) 1! LI f --- \\J PARKING EAMES 839 W. 2nd HASTINGS. GREENi-IDUS.F. NORTHERN LEAWE 825 W 2nd CURDS & COMICS 821 W 2nd WESER STUDIO 817 W. 2nd LASKA OERNAICS 813 W 2nd 809 W. 2nd SITh 807 W. 2 nd BIG DALLYIS DELI 801 W. 2nd SCALE: I H. 20' Krtl. 2nd STREET- BURLINGTON TO LINCOLN FROJ. NO. 1995- I I M. -SCRIPT iON JOINT PATTERN Hastings City Engtheering CRGN BY D.M. I DATE 2/96 1 CONTRACTOR ORM BY lAPPRD SY IASBUILTS aa DRN NO. 197) 1\1 192 a 1930 192 1930 S FL 192 227+00 228+00 229+0 0+C/0 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL Dor 16477OXAL PROM PRWYEDMUG.A.