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HomeMy WebLinkAboutTMT-34-4(1014)9' 1 WALK CITY IRON & METAL 120 S. BURLINGTON 1 1/4" GAS - ASPHALT DRIVE CITY IRON & METAL 120 S. BURLINGTON ASPHALT PARKING BURLINGTON AVE. t.tN9 1 CWZH WATER METER PIT I ROCK I 1 I. t G \--°1,Gr; ;RttE P AKy�`N >- w J JORLEY MAYFLOWER NAREHOUSE 38 S. L!`ICCLN CRUSHED ROCK PARKING 2" GAS I MH I (P CONCRETE WALK W�L 7 ROCK 4.r} c,:,J 8"SAN — (ASPHALT DRIVE . 60+00 MH C=7X01 •5 7 4+44+#4+++++++++++ -+++++++++++++++++++++ -+++++++++++++++++++++ -+4+++4++++++++++++++++ +++++++++++++++++++++ +++++++++++++++++++++ +++++++4++++++++++4+++++ ++++++++++++++++++++++ ++++++++++++++++++++++ ++++-+++++++++++++++++'+ ++++++++++.++.+++++.+++++ ++++++++++ ++++ ++++++ ++++++.+++ ++++++ YY ++++++ +++++++++++++++++++4++ b LINCOLN AVE. H++++++++++++++++ ++++++++++++++++ ++++++++++ +++++a. I++++++++++++++++ .+++++:+++++++++++ :a 41 dC SCALE: 1" = 2C' U.S. ELECTRICAL MOTORS 120 S. HASTINGS dr 41:0 /+. ..�.a.::-o:.s +++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ t. iLET ++4+4+4+++++f++++++++++ +++++++++++++++++++++++ ++++++++++++*++ t .r++ ++++++++++++}++++.++++++ ++++++++++++#.++++++++++ ++++++++++++ ++++++++++ ++++++++++++f++++++++++ aseaWca :+++. +++++ +++++++++++++++++++ 1+2+#04 CONC. DOCK r - nii�igw.6ii.t' .... ' s -- � s_♦Y_s- s. .WALK .♦�♦DO�e �♦♦;wv f�osn—w. # want-, noes,. i 413 9 • a♦_ ♦t♦♦♦♦• ♦ ♦ � .�♦i♦.7.�Ow Oi . ♦; !S�i♦i® ++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++L++rv+L+++ -'`• ♦pp♦� +++++++++++++++++++++++++++++++++++++++++++++++ ++4+++++}+++.+}}+++++++++++++++.+++4+++++++++++++ ++++++++++++++++++++++++++{++++++++++++++++++++ ++++++++++++++++++++++++ SIGN 7 Da.al +It +++++++++++}}+yy�+jjtr++++++�F"+t++++4++++++++++4++++++++++++ 441r6d4444,4444 4444\ 44 *4444_4444444444444444444 GRASS GRASS a�T ir.iri-+'T 2Ci + +++++# ++ TfiTT+++t++ +++} ++++++++++++++++++++++++i++++ ++++++++++T 4+ + +4+++++ + + + ++++++++++++++ + +' 4+++++++++ ++++ ++ + A++ ++ ++ +++{+�++++++++++++t4+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++t++++}}+4}+++++t++++++}}+}}+}}4++++++t++4+++++t}+f++++++++t++}+}+t+}+}4t+++++}++++f++++++++++++ +++f++++++++++++++++fl+ 04-..4-(4p-+++++++++++++++++ + +++}++1+++4}+++++ f++++++++++++++}+++++++++++++#+++++++++++++++++++++}++++++++++++++++++++++++++++++++++y T ++++++++++++++++++£ } + }+++++++++++++++++++4 +++++++++++++fit+r+++++++++++`++ `ll` h + rat Oar 7 -ie U rIL. sax CONCRETE WALK GRASS I GRAVEL 0 » Si, 3R ASS GRASS r w Y U z 0 U� CONC. CS S SPEIDELL MONUMENTS 201 s. BUNLIaGTGN CONCRETE Remove Pipe Station Side I Quant. I Descrioticn 11+87 To 13+07 LI. 1120 L.F. j 12" V.C.P. 10+58 To 11+00 Rt. It 42 L.F. I 16" V.C.P. 13+07 To 13+25 Lt. I 18L.F. 110" R.C.P. 10+58 To 11+87 Lt. 1129 L.F. I 12" R.C.P. 10+58 To 11+75 Lt. 1117 L.F. 112" R.C.P. 13+07 Lt. I 10 L.F. 112" R.C.P. 1.11+00 To 11+49 Rt. I 49 L. I 18" R.C.P. I-- I I I it are Remove Sidewalk Station 1 Side I Distance I Quantity 13+11 Rt. 23' i 30 S.F. 10+64 To 10+84 1 11+15 to 11+20 I 11+50 To 11+55 I Rt. Lt. Lt. 24' j 100 S.F. i 27' i 20 S.F. I 27' I 20 S.F. Remove Grate Inlets and Junction Boxes .`t Station. Side i Distance I Desc:icticn 11+75 U. 26' I Grate Inlet 11+85 Lt. 24' 1 Grate Inlet 13+07 Lt. 1.5' I Grate Inlet 13+07 U. 25' 1Junction Box 13+25 Lt. 25' I Grate Inlet. 1 /�. Remove Concrete I Station 1 Side 1 Quantity 1110+62 To 13+161 Rt. I 150 S.Y. I 113+16 To 13+851 Rt. I 218 CrTi 13+66 To 13+761 Rt. I 29 S.Y. I 111+08 To 11+621 Lt. I 70 S.Y. , '11+70 To 11+841 Lt. I 13 S.Y. 13+08 To 13+871 Lt. I 122 S.Y. ++++. 1 +++! Remove Asphalt w/ Conc. Base 1 Station 1 Side 1 Quantity I 10+62 To 14+451 LL & Rt. 1 1.495 S.Y. 1 I I , PAID FOR AS REMOVE PAVEV NT. Remove Asphalt Station 1 Side I Quantity 11+62 To 13+231 Lt. I 173 S.Y. I 1 Remove Railroad Tracks Station 1 Side I Quantity 11+65 To 13+151 Lt. I 150 L.F. 13+87 To 14+351 Lt. I 48 L.F. VG L.Ot C Cra refo GRASS/GRAVEL jT _� jONC J - ..s:z . z e GRAS _r 1 GU GRASS I 1 SCALE R.R. TRACKS GRASS/GRAVEL ADAMS COUNTY ORA;N & FRED CO I 201 S. NCCLN 1 _ ADAMS COUNTY GRAIN & FEED CO. 201 S. LINCOLN PRD.J. Sc(/TA/ S7,2t8r-RQpuN677 J 7b L/A/GQLAJ PROJ. NO. 7✓Y/7= 4) DESCRIPTION naENi01/4 L Hastings City Engineering OSGN BY IOATE 'CONTRACTOR DAN BY La.W. IAPPRO aY I ASSUILTS ICRN NO. 1 of Y W o W xx U Ll0 I- O Z Q W W W W a.0c5. D J J f- .naa¢ Q J tZ 0 m r- 0 z z Li N.PR Boll in Fire Hydrant Between. 'Cho! tonooga, Tenet HP P. CITY IRON & METAL 120 S. BURLINGTON 1 1/4" GAS ASPHALT DRIVE ASPHALT P ARKING Ci T'( IRON & METAL 120 S. BURLINGTON CRUSHED ROCK PARKING 2" GAS 8"SAN — 5/8" Rebor .80' S. City Hide Metal Bldg. Cor. 8 .80 W. of Cor. • ASPHALT PARKING BURLINGTON AVE. 4L CJ CO - 'WATER ME TER PIT T.B.M. 2 ="X" ON SOUTH-WEST CORNER OF BORLEY'S DOCK AT THE SOUTH-WEST CORNER OF BUILDING NEXT TO ALLEY. ELEV. = 1932.07 E P NRK\$G \-01 • R Cr' INLETr � U J cc ci 0 U • 30.81' -+13.44.. BORLEY MAYFLOWER tiAREHOUSE 138 S. LINCOLN a CD X%! U z O TB.M. 3="X" ON NORTH-WEST CORNER OF FIRST STEP THAT GOES UP TO OFFICE OF ADAMS COUNTY FEED ON WEST END OF BUILDING. ELEV.= 1930.30 U.S. ELECTRICAL MOTORS 120 S. HASTINGS INLET�,r CONCRETE WALK 5'R -17(R CONC. DOCK SIGN 50 GRASS R.R. TRACKS SCALE: 1" = 20' ASPHALT DRIVE . 0+00 MH , MH x01 LU ST. JOSEPH • B-1. Ski COR SEC 12-7-1011 Foundsquare pin. Raised with aluminum cap attached to 5/8" by 6" rebar. . NW 74.10' near corner building foundation SE 66.56' near corner building foundation HE -45.28' PK nail .in walk SW 66.30' nail "X" in PP GRP55 10"VCF I CRASS ;.5: 1 CONCRETE WALK GRASS GRAVEL SRASS , c. CONC. SPEIDELL MONUMENTS 201 S. BURLINGTON CONCRETE 25' { FH kttlig COG. © CONC. SCALE t M C Point. Locations.:_: Statior)...1+1:438 Station.11+55:59 Statiori 1:1+65::11. Station. 14488;55. •saa; Station:1:2+50:00: •Statiori.1:3+13:10: Statiori113+87.6:1:: :Station::13f.13:.89: 'S:tati:ori 13+83:83: Statiori:11+19:78: Station. 1:1+50:5.9 • .Station 1:1+70,1:1. .Statian.1:1+.83.55: :S:tafi:an..1:2+20.0.0: :Stattori.9 2+4:5:00: O Lt. om W Ci z z 5! radius 5' radius. 5! radius •.. 5'•:radius... 5' radius_:_ 5' radius .:.• .201..14010S :. End: Paint::. End: Paint.:. End:Paint:: End:Prairlt:... End:Paint.. End:Paint::: Left 26':: Left 261::. Left 26.':: .Left 26' Ri.ht:26': RigiiC 26'::.: Left.4.t Left 4.1:' ..RighL4.1' Right 41' Left 32':.. Left 32. Left 32' Left 32' .:...Right 35' ..Right35' s2 m a. TaM.::1.. l:?.ti`.NAICTIN.CETJTEF2::OF SOUTH..:STRPE'C 0. 1- 192 0 0 0 £i:LINCOLN:::AVENUE::HUTERSECTION. • ELE c ::192.9. 4 B m GRASS .(THTS:WILL .BE:::DESTROY.E0.). 0 80..%..SLOPS NO PROJECT GM 50' ADAMS COUNTY GRAIN & FEED 201 S. LINCOLN TRANSITION C-1. S 1116 SE".i SEC 12-7-101 Found—'378"—Fin 0.3' deep in asphalt. ME 45.60' near corner buil ding. foundat Nil 73.30' near corner building foundat SW 62.09' near corner building foundat 11E 41.95' center of manhole NW 63.90' nail "X" in PP H 2' centerline of asphal t of Sout1t %reel W ceuterl." .Ie..o.f..concrcte 2avem Of St crd'sepi; Rvenud nort.t SLOP on on on i; 19'2' GENDER ±1NE PROFILE OF.. SODUTH- Scale::Ho:rz,=.I."=2O Olt .:.:: _... Vert = I":= 5' 0": SPREE: on T 930 to'.... TRANS: 20.......... . .9.25 20' 25'• TRANSITION co 19.20 N 0> ._ . _. 1' C, CENTER :LINE:: PROFILE OF LINCOLN .AVE,- STA. 13+.49:51 • Scale: Harz.- I"= 20' -0"- Vert,- O". Vert.- t'"= 51.=01! lvfHY/AY fiOCRAL .aO aNiET PLATE t -SINGLE PLAN AND PROFILE -FULL OOT et ld4MAL n,,JtFan P*lNTe0 it: U.S A. PROJ PROJ: VO. OE SCR!PT WN 34- 4`1.941) TeJJS Kas ztags:.. �i ty .... Log/nearing OSGN'8Y ... OATE cb&YR<cioA DR.'at APPRO S'dtiLrS IDPN NO. cn! W 0 0 Z 0 U CO 2 a W x O LI J Z O O 0.Z >b_(42F >I-O."!j (40_0601 Ltd LL O a W 1 F. 6 0_ z I CITY IRON & METAL 120 S. BURLINGTON 1 1/4" GAS ASPHALT DRIVE ASPHALT PARKING CITY IRON & METAL 120 S. BURLINGTON CRUSHED ROCK PARKING 2" GAS ASPHALT PARKING 8"SAN — 4."N ASPHALT DRIVE BURLINGTON AVE. �r - 'NATER METER PIT CONCRETE WALK ?o -N 00 MN 0,7x01 11 ET T I, IL I' GWIC J Q GRPSS 4.3 eJ 2 11+00 ASPHALT MACRE TF U TIL. BOX i I CONIC. Y�y Cs I{ 1 a ›- _J J 10 RCP V. CONCRETE WALK U) BORLEY MAYFLOWER :IAREHOUSE 138 S. LINCOLN 12+00 CONC. DOCK 0- CONC. SPE!DELL MONUMENTS 201 S. BURLINGTON GRASS CONCRETE IL.'crL GRAVEL CC PDQ cl-G QP ''3slcr Qt - WALK T 1LE uj Q O z J GRA TE INLET 13+00 0 • PSPHPL` - \- P PRK� BRICK SIDEWALK (3 1 U.S. ELECTRICAL MOTORS 120 S. HASTINGS F• Es n MrtS17 GRASS R.R. TRACKS GRASS T. Y GMJ GRASS/GRAVEL SCALE I GRASS 19.3.Qn&.Q 925:00 f=:t924:19 RCP 0::30.% < 19.246:5..ilp� ..... FL= 1923.60..box _ .. . stagy lQ*39:6 sta :11+17 I8° R.C:P 0.30% i.92.Q.Q.0 Q BUILD REINFORCED CONCRETE SEWER PIPE IU+MBER.. ... . SIZE . - I - . ; _ _ DESCRIPTION .. .... - "'1"`""" I'"18"'X:137:4.[MANHOLE nz':TO INLET #1:: RT g0.59%. 2 1 15" X 42' (INLET #1- TO INLET #2.1 LT. & RT. @'1:48% a::. I 18" X 214':: INLET #1 TO INLET #3 RT. @ 0.30%. : 4" " I 15" X 42' (INLET#3 TO INLET #4'. LT: & RT.: @.1148% 5 I .. 18" X 7:5' !INLET #3 TO PLUG -RT; (D, 0:30 % -4 P1y1.J:G. 1:$ 5UB:$):D1 BY TO OTHER ITEMS INLETS NUMBER ....STATION._ SIDE.... I DISTANCE..I ... DESCRIPTION . .. .... ...I..'X".DIMENSION 1 I RT: :I.:..:. 41'..:....1. $EE.QETAIL#2:PLAN C ....:.1..........4..02,...; .... - 2 t 11+.77 ...L... LT. I 41' I SEB DETAIL #t PLAN- C ... ..I 3:40' : 3..... 1 .33+:9.1. . I .. RT :.I 41! I. ..... SEE.DETAIL #2 PLAN. C ... ... ...... 4:03'. 4 I 13+91 I - LT: I 41' I SEE' DETAIL #2 PLAN C . '.I... ' _.. 3:41• "' ......... I--- . I I ......... I ...... I... FL 71927C!6! F.:: 19:2:5:22 (pipe) t ..1924:22 (box) I� =19:22..6.2: .............. 1.n:let !E =19:24 ,6 0: pipe ' • FL.=..1923..60:: b:a:x s .7.7. 'T ROE :L•T/RT 19:30:.00 F6 1928121 -in -lei 192 5- 0 FT192586pipe_. FL 192 -. BO- ox 1920,00 ADAMS COUNTY GRAIN & FEED CO. 201 S. LINCOLN SCALE: I" = 20' FL 1928.27 inle FL 1925.24 pipe sta. 13:+91 FL 1924.24 box 1` 192w2.7intet.. 1: 48% FL 1925 24 pipe FL 1924.24 box STA -13+91 P.ROJ, P..aea '40. GESCR(?T.ION w ..Sij itdl:5'tor m... Sew -t... PTaa Y,osiings Cit: Engn7eerin, OSGN.. ay• I PAT: CONTRACTOR. ::Z*. 4:r I_ .4/9.5 ISIkitTG 1M144,11. ORN- a a/y :ApeR0.-aT J. N. :IIG},WAY rEOERAI. AIO SHEET PLATE 1 -SINGLE PLAN AND PROFILE-ruLL ear NAfl (AL mr rTFAST PRWTEO IN U.S.A. 0 a Pa • 0 z z CITY IRON & METAL 120 S. BURLINGTON 1 1/4" GAS ASPHALT DRIVE ASPHALT PARKING CITY .RON &-'tETAL 120 S. BURLINGTON CRUSHED ROCK PARKING 2" GAS A7PHALT PARKING 8 -SAN - ASPHALT DRIVE BURLINGTON AVE. eY ROCK 's fizz 'f \,_) `o •'n \I_ • I 10;00 1.IH On x61 ",C1C1/22e1E P,K`n',4G LOZ CONCRETE WALK ..+14(.7_Yr." "_.___r II /1.111L. 60X ^� c'i C VV rt 1 to COLIC. •S Lii J L1_ O cc _ BOIL BOOK z 11+00 CONC. r 1 • n :j BORLEY MAYFLOWER NAREHOUSE 138 S. LINCOLN CO,NC. DOCK 12+00 13+00 n -r CONCRETE WALK r SPEIDELL 1.10NUMENTS 201 S. BURLINGTON GRASS CONCR£1 GRAVEL #x -S- -1 - BUILD 6" CONCRETE DRIVEWAY PLAN 301-R7 STATION TO STATION SIDE: QUAN 11+19.78 To 11+50.59 LT-" 39 S.Y. LT 18 S.Y. 40 S.Y. 13+63.33`To'13+73.83 • 29 S.Y'. 11+70.11 To 11+83.55 12+20To 12+45 ' RT. • RT. V ;PASS BRICK SIULNALK LINCOLN AVE. ... AWIABT ...ADJUST. WATER. VALVE TO' GRADE "STATION TO STATION"' SIDEi. ' DISTANCE- .. .13+71..... �.. LT. .. "13+67.61 13+75... , ._.........'RT. 13+95 To • 14+45 32, 13+95 To 14+45 RT: ..,.' 50 L F.:.: 1.1+15 To 11+20 13+95 To 14+45 I LT & RT.:. BUILD 10" CONCRETE'PAVEMENT PLAN.2 - T AND SPECIAL PLAN. C' (JOINTS) STATION TO STATION . '• .... SIDE ii QUAN. 10+62 To ' 3+95 .: IT. &: RT,: I ..:1785.'$,x.'. �.. LT. 10 L.F..:: .. .. "13+67.61 LT. • .............. .............. !.w 1' 0 Cs -<" J J Q Z1 0 4) - CSS U.S. ELECTRICAL MOTORS 1 '26 S. HASTINGS 14+00 3 - ADJUST' GAS VALVEITO:GRADE STATION: SIDE ;. DISTANCE 11+34 RF:... 1T- . . 1.14 T - .....1.1't 72.... K.+...... 16' 13+21. ... -RT..... . 29' 24' 13+24 RT: BUiLD30" COMtsiNAT ION CURB AND GUTTER PLAN 301-R7 STATION TO STATION SIDE QUAN. 13+33.10: �.. LT. 10 L.F..:: .. .. "13+67.61 LT. 10 L.F. • 13+95 To • 14+45 , LT. f 51 L.F.. 13+95 To 14+45 RT: ..,.' 50 L F.:.: BUILDS" CONCRETE SIDEWALK PLAN 301 -'R7 ST STATION TO STATION BUILD 8" ASPHALT PAVEMENT • SIDES 1 WIDTH I . QUAN. .....I.ACK...QL.QLAtt 27 TONS 3.3 G a/:' SO. FT. 10+83 To 11+70 RT. 6' 522.0 1.1+15 To 11+20 13+95 To 14+45 I LT & RT.:. LT. 4' • G.4 2" 20.0 11+50 To 11+55 LT. 4' 20.0 11+65 To 11+70 LT. 4' 20.0 11+84 To 13+20 i LT. 5' 748.0 13+10.To.13+1.4 .. RT f --- --4' •-- .28.0 - . . 13+27. RT. 29' ._ ADJUST MANHOLE TO GRADE STATION SIDE DISTANCE 11+73 C.L. PL.At I•S;N+ .. -'L.AN AND f't+JFjLL Ut.1 OCT .brts14,410 i•Wii%YS&ST YRmT&U .N U.S A GRASS -0 GM ................. <l..=.LE 7,RASS/GRAVEL. ADAMS COUNTY GRAIN & FEED CO. 201 S. LINCOLN SCALE: 1" = 20' PROJ. • :Tr S-rzP:c'7" ��T11fTTi t/ n re 'OLA/ 1 PPOJ uo ldt O-SCRIPT:Cm OS'3N. 3" (.^T- COdGTR1:CTOa. 81 x7 s UA'iv sy, Hositio s City- ..FEgineering ORS':.3v._ .. ': fl .B" .i.LYci;'iGu:......... :AF.V:.no, �t to: 1 BUILD 8" ASPHALT PAVEMENT STATION TO STATION SIDE I . TYPE I . QUAN. .....I.ACK...QL.QLAtt 27 TONS 3.3 G a/:' THICKNESS.;I 13+35.6 To 13+65.11 I LT 6" 13+35.6: To 13+65.11 I LT. i I3.q TOMS ' 3.3 G.,il 2' 13+95 To 14+45 I LT & RT.:. j 165 IONS i Ito. q; GM. 88. TONSI'It. I Gal, • G.4 2" i3t95 To 14+45 LLT & RT. ( PL.At I•S;N+ .. -'L.AN AND f't+JFjLL Ut.1 OCT .brts14,410 i•Wii%YS&ST YRmT&U .N U.S A GRASS -0 GM ................. <l..=.LE 7,RASS/GRAVEL. ADAMS COUNTY GRAIN & FEED CO. 201 S. LINCOLN SCALE: 1" = 20' PROJ. • :Tr S-rzP:c'7" ��T11fTTi t/ n re 'OLA/ 1 PPOJ uo ldt O-SCRIPT:Cm OS'3N. 3" (.^T- COdGTR1:CTOa. 81 x7 s UA'iv sy, Hositio s City- ..FEgineering ORS':.3v._ .. ': fl .B" .i.LYci;'iGu:......... :AF.V:.no, �t to: 1 30" COMB, C, -G, 10 -JO L. 14 14-' 14 14 4 10 10.61 10 13.44 1 1 12 a 12 r 13 SOU 1 4 -{ 00 14-, 15 DRIVING LANE TURNING LANE 2 To SLOPE DRIVING. LANE 2% SLOPE_ *. • c 42 21' TYPICAL CROSS SECTION STA. IO+(sa TO STR. 13+9 5 SCALE: V= i0' -o" ASPHALT 30 COMB, C*G. JOINT PATTERN SCALE= I"= 20' DETAIL of TANDEM 5611 LONG COMBINATION 2442 and 2443 ,STYLE H GRATE w/ 2445 BARRIER CURB (Deeter or Equal) FRONT VIEW Z Vo SLOPE Z% sLopa GROUT JOINT Vertical / Horizontal Reinforcing No 4 Rebar ® /2"0 SIDE VIEW at—Te— ; ' 42' TO 30' TYPICAL CROSS SECTIO\. S T A. 13±33.10 TO 5TA. I3 +(7. (D I LT STA. 13+95 TO STA. 14.45 SCALE: I"'= i0'-0" VERTICAL/ HORIZONTAL REINFORCING: NO. 4 REBAR 12," 5 NE ( I- N }' 3 x4 x (2. -9 ") SQUARE TUBE (5uess DI AR Y) 30' 30' CAST IRON GRATE 6 FRANC DEETER FOWIORT NO. 0236, 250 LBS. IOR APPROVED ECOIVALENTI as" 20' 30' CAST I10,4 GRATE & TRAUE OEETER FONN0RY NO. 5236, 2S0 OS.IOR APPROVED EOUIVALENII 25 SECTION J–J DOUBLE GRATE INLET SCALE: NONE 21„ 8"' 2'2" —.c 3F s" 8" I Specifications Steel Rebar (Ibs) 137.6 I I Location "x" Dimension i Yards Conc. _ Cast Iron (Ibs) 500 — 3.4' I 2.1 c.y. 4.02' 3.08' L 3.08 L .121.6 121.6 113 1 I- fl 4.03' II I 1.79 L 1 I I 8"' 2'2" —.c 3F s" 8" I PROJ. NO. Specifications Location i "x" Dimension Yards Conn. i Steel Rebar (Ibs Cast ironjoj 1,200 1,200 1,200 I 0 OSGN'BY _/.I4' M/, 4.02' 3.08' L 3.08 L .121.6 121.6 113 1 • fl 4.03' 0 I 3.41' 1.79 L I PROJ. -50! YN ,S -P --..ear - 2/237//N47-01./ Ta L/N/'/TGi✓ PROJ. NO. OESCRIPTION DETAILS –SPECIAL PLAN "C." Hastings City Engineering OSGN'BY _/.I4' M/, DATE I S-95" CONTRACTOR ORN BYAPPRO W.Ai, 3Y I sBOItT$ ORN NO. of