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Home My WebLink AboutPD1995-1010 - 0 0 ta 00 Z Z 11) 0 0 z 0 < 8 0 w 0z 111)112 0 0 0 CC Ill z (I)P.- L6j 4 2 0 <—, _I IX Vs 0. 0 03 u) w 0 Ls - Cd CL, 0 0 c tw 00 zz 1+00 2+00 0 0 cti (n cS; cP 0 J 0 3+00 4+00 et, sts 0 >: 2. • 0 Murphy's Wagon Wheel 107 N. Lincoln 0 p1 4.• r 1 1111111.11111111111111111111MIIIIITILIIIIIIIS 1'l ot do CO C 14 Hastings Sew and Voc 847 W. Isf 54 Bee Wise Gomes (Vacant) To -0 41-• C.W.A. Office 811 W. 1st cts. cP IFflr‘f4V II i II LI 11 ti . • • 0 0 « cl 1-0 4- gelc 10 u-) - *it 11. 11 r: t1- 11, -417--M-77— RS) o - o iCash- WO Candy 1737M. ist C- 1st & Lincoln SE 53.48' near corner concrete base of brick building SW 52.60' near corner barrier curb NW 60.90' east corner top step of entrance NE 65.00' PK nail in parking lot Isi Street EMOVE VEMENT :STATION .T.p :STAT.1014 1415 3774 SIDE SC/YDS LT-6"RT t;468 REMOVE•1•84—SALVAGaTiNLETS'" STATION ...... sax TYPE 24-49—•a4 RT GRATE 3.+74 -1••4.+34 LT.& RT 767 3x.62 ; RT GRATE REM:0:VE WATER::MAIN::a:SALVA.GE::::EH •-STATION....TO-STATION 8.11) .x.45 —; 2-'r35 4+4.20 RT LT•t•RT 4+34 . 43+ 30 LT.64.fiT 544 GRATE 4.4 35 SEE OTY 6" 130 bE••• " 10 -LE•• • • 1••EAC14 1. • SCALE 1It.f.20• PROJ. 1st STREET- BURLINGTON TO LINCOLN PROJ. NO. 1995- 10 DESCRIPTION • REMOVALS Hastings City Engineering OWN BY . o. M. DATE 2/96 CONTRACTOR DRN BY B.B. APPRD BY ASBUILTS DRN. NO. - / of /2 +"76 .T N.4.80X 3+76 RT GftATE EMOVE $11)E1IVA 4r32 4+32 tT RT 6RATE ORATE -STATION TO d.STA:1110N +415 42+,37 SIDE RT ....so., ri 220 4+46 RT RATE 4+6 LT -GRATE ENIOVE BARRiEfR....6 B .STATION- TOi-STATION shbE, 24:37 34:74. RT 4;593 •1•11.1, wit SitqW,0% Ilflo,0•0j.mm0e.v4ft .... ••••• ..... 44.34 RT 1;270 1+15 wi•2+45 000 REMOV.dLIGHTTP.CiLES .B*SES 2x.47 L ,86.4 44.34. —1•3+.30 LT ;120 TATION SIDE OTY 4-92 LT RT 4 F .EMOVE-R.OP-STORM-SEWE ..-STATION.--Tp-STATION SID 2+50 .... 34,76 R 2" 26 REMOVE; DRIVEWAY STATION TO-STATiON SIDE SO..YOS . 34.60---..; 3447.6 tT 12" 15 24 15. 2+47 38 457 a: 2 *55 RT 20 3+76••••—! 34-76 L7.64•RT 12 44-04 L 27" 40 3.4,76 44-'32 LT 2" 56 4•4•32••••—; 4..32 UT -OE --RT 12" 70 4:4:32 44:•51. 12" 4v32.---- 44-46. RT 2" HIG;41.4v...Y PEOZA:AL. Ai) SHCET PLATE 1 -SINGLE PLAN AND PROFILEsruLt_ Dor itiktaiBIONS PartriY457 P11.14TEOMOS.A. "s• w )- 0 O T m Q 0 NOTE BOOR 0 z 0 0 >- m 0 S 0 N 2 0 a w w O Z w c o0oc Z >_0 'U ma c0,D RI (0 NOTE 8001( 0 z 1 +00 2+00 3+00 4+00 5+00 O O O O O O O O BURL/NGTON 5' R.P, 30.5' LEFT, STA: 2 +26 5' R.P, 305' LEFT, STA.2+51 5' R.P, 30.5' RIGHT, STA. 2+ 34 5' R.P, 30.5' RIGHT,STA. 2+60 TYPE II CORNER DETAIL TYPE II CORNER DETAIL TYPE I CORNER DETAIL TYPE I CORNER DETAIL 0 M + t 0 03 246. .L1 qG h9 I 2$P 20?1. 'CG 2%3 OO 0.3°4.610R:91 FC 2ti2I?6 G .�. 2..1• 0•1:: 0.13% slope 21 M / ST STREET r% slope �2��?6�� L� LJ HASTINGS BAPTIST CHURCH 847 W. 1st REFLECTION$ HAIR SALON 827 W. 1st re) * I0 1 a6 sFY 2.269 o. 0 oo 0 N t 2 MURPHYS WAGON WHEEL 107 N. LINCOLN ti 21: 0. 0 t4 O a + U O to Z is, up 21' 9 21 C.W.A. OFFICE 811 W. Ist 0.43% slope m A ASPHALT TRANSITION T.B.M. all - N.W. CORNER Ist STREET ")e' ON S.E. NUT -CAP OF ELEV. = 1927 95 CASH -WAY CANDY 737 W. Ist & LINCOLN AVE. INTERSECTION LIGHT POLE. ASPHALT TRANSITION 15 30'C.&G. SCALE. I'= 20' 0%0° 4.414.80 %cog �yJo ®18P9i99 PRO. 1st STREET- BURLINGTON TO LINCOLN PROD. NO. 1995-10 DEscaIP,je6METRICS & GRADES Hastings City Engineering OSGN BY D.M. DATE 2/96 ICNITRACWOR ORM 8Y B.B. APPRD BY ASBUII S DIN. N0. 3 of iZ 19 SCAL N.t •NOR{.Z. 20 90 N' 19 • N 0 0 N m iV m r - N UILD PAVEMEN' .STATION .STATION •S10 •SQ: YDS. 1+45 -i••••5+d5 LT•& -•RT 2,282 0 CB N co to. rc. N' IL" DRIVEWAY STATION •••T0.•STATION SID SQ: •YDS. 1+15 +30 LT 16:7 2+•31 -'. 24•46 LT 16:7 2+39 — 2+55 RT 17:8 4 a 19 6 O . m 0 0 0 • 0 g 119 a ti • • • • ' BUILD $1 ?EWA)^K STATION,. .. TCS .. STAT.I.O N SIDE T. I.30 -: 2•+•31 LT ,ole m N 1 N N m N t- r w . . m . N CO 2+.46• 3••+•74 LT 2;420 N 4•+34 5+30 LT ,740 4+45 : 2+•39 ,3, RT ,240 EX1STIN0 'GRADE 2+55 • •-••'. 3+74 RT 1;970 tm0 N . 0) w • : ti 4+34••-4••-5+30 RT 1;740 0 of co • BUILD ASPHAL STATION' ::TQSTATI ON SIDE TONS ::TYPE 3+74 4•+34 RT 244 8 34:74 4.4•334 5•+•15 H 5w•30 RT LT&RT 1-25 244 B 445 5430 L•T.&• R 25 19: s. 19 RULA DAT RI:Z.R.....CUR)I STATION .••TO..STATION SIDE F. to 2+ 15 TO?• -2+31 16 N N N Z.1 M N co : 171 N N N N N BU(LD 30''.CUR GUTTER ..S.TATION.. •:lid •.STATION SIDE 3+-74 •--i•••3*76..5 RT 15' 4.4.51:•5 44••34 5•+• 1 i...5+• 30 RT LT 15' 15' &t•15 ....i .•5.•30 RT 15' 1+00 +15 +25 +50 +75 2+00 +25 +50 +75 x+00 +25 +50 +75 4+00 +25 +50 +75 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE-rucs DOT NATIONAL ~MAST PRINTED IN U.S.A. cz< NOTE BOOK ci z 0 0 C 1- 41 < NC 0 w 0z Z WCiu)Z,_ tlj cc o < cc ..., cc . 0 a. 0 0 to Is! —J Ls 0 0 CC IM 2 2 +00 2t00 BURL/NGTON 1- 0 1.0 to 0 to 10.75' 10.75' 12.5' 12.5' r7) /STSTREET 3+00 4+00 5t°0 MURPHY'S WAGON WHEEL 107 N. LINCOLN 12.5' 0 10' 10' HASTINGS BAPTIST CHURCH 847 W. Ist REFLECTIONS HAIR SALON 827 W. 1st 8 C.W A. OFFICE 811 W Ist 10 10' 12.5' I , i-- 11 Lu0 --) o 1 cc a 0 z u.i 12.5' 10' CASH—WAY CANDY 737 W. Ist SCALE: II= 20' PROS Ist STREET- BURLINGTON TO LINCOLN PROJ. NO. 1995-10 DESCRIPTION JOINT PATTERN liostmas City Engtheerina OWN BY D. M. DATE ICVITRACTOR 2/96 of /Z ORN BY B. B. APRS.° BY MSCUILTS rte. NO. I .5- 193 N 1 19 19 1 s. 19 04014411C4Fs!".0 &Oh.% : 4 "CA.1 1+00 2+00 oo it 10,\ 14. trottes4in 3+00 --- 4+00-- HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT NATIONAL PRINTPAST PRINTED 101 U.S.A. 5+00. 0 m 0 W w o Y w W w 0 U =U - 0 ZQ U1 0 w 2 KF Z 9 CD usOJJI- N d Q K NOTE BOOK s- 0 - 0 x U N z c W < c U b.* W 0 z >1-0cco<•• ix :n D. 0 ix my W —J LL O a 0 0 W I 0 0 z z 1100 2 +00 3+00 4+00 19 19 BURL/NGTON 1- U W a i0 pCrt 0 m t ED / ST STREET u HASTINGS BAPTIST CHURCH 847 W. 1st \ / REFLECTIONS HAIR SALON 827 W. 1st MURPHY'S WAGON WHEEL 107 N. LINCOLN 0 d 1 3 0.29°/% 14 0.33% F41 0 9.33% 2 C.W.A. OFFICE 811 W. 1st J 0 0.33° 8 5 9.33% 11 9 5t00 0 Z W 234rFc• ...............0:'33%•-c .,....4. .!!R:C: 15`1..R:C:P.......... 0.33% 0:33% • 23.31.FL "-23.41 "EL 23:51:51_ 511RC:P ' y '1- R.C: P 23::8:CEL : .2391:a FL 23 .s7.::FL 27.YRGP- 7.FL FL•• 23.31 15 CASH -WAY CANDY 737 W. 1st SCALE. III= 20' 3t 7 TO'STA: •4'• .$.4, 40t STA:: 3 +..1.5 23:k1••FL FL, 23.89 PROJ. 1st STREET- BURLINGTON TO LINCOLN PROD. NQ" 1995-10 DESCRIPT S ORM SEWER Hastings City Engincerinc OSGN BY I DATE I CC(TRACIDR D.M. 1 2/96 ORN BY B. B. yN-.:RO BY IASBUIINS 1ORe1 NO. i 7 of /Z •0 39°/ 3:87 0:78'/0 . .. • < 0:78Rf - �"•15nRC.P. • 23, — 1•511R:C.P 23 .s7.::FL 27.YRGP- 7.FL FL•• 23.31 15 CASH -WAY CANDY 737 W. 1st SCALE. III= 20' 3t 7 TO'STA: •4'• .$.4, 40t STA:: 3 +..1.5 23:k1••FL FL, 23.89 PROJ. 1st STREET- BURLINGTON TO LINCOLN PROD. NQ" 1995-10 DESCRIPT S ORM SEWER Hastings City Engincerinc OSGN BY I DATE I CC(TRACIDR D.M. 1 2/96 ORN BY B. B. yN-.:RO BY IASBUIINS 1ORe1 NO. i 7 of /Z 23.79 FL 23.89..F6 STA :5:1:04 19+ 192 • :::REINFORCED C:ONCF2ETE...:SEwWE I PIPE NO.. SIZE Min :0:RATE -1N'L.ET - SEE:DETCAII,,...SHEET bESCR:IPi'IOFi NO SIZE S:TATIO:N 9 SIDE 5H iNteT•tt•I•-14-•JUNCTION 60$at-i 2 3 5" 18" tNt•E•T* 2••j0••JtfNCTI0N•••BQi *--I.,. JUNCTION Bp -x-4-1 TO -JUNG }ON••BOX- 3 2'x•5' 2!x.5' w+5 LT 4•+5 RT 3+75 LT 24:5' 245' 45' L•-23.67.. 41MA#A4+reI '9®£ ODDWOa®"'J„te�' rjr ate•.;'" �" b�F. !},w_ COWL A. !PPg� :..:.............. ... /�. 4 15" N LET -t 3• TO •JIiNCT10N--B0X•41 4 4 21 •x• 5' 4+-33 6T 45' BUILD -MANHOLE::(STORM::SEWER):COMCTION:::50X)....... lc V 5 6" INLET• S-4••TO- JUNCTION—B0X-*-4 6 19 7 8 27" is" 16" UNCTION -60-X- * -2---T0 • JUNOtION-80X4s-4 5 x•5' 3 4.75 RT 40' STATION SIDE SIZE • • DEPTH/FL STA:::3.+-15 TO•.. TA..0.*.. 6 2x•5' 44.33 RT 40' 1 34-15 E 41x-4' JUNG•T•IOht•8QX•11.3••Te--JUNO110N •130X••* -2 INE•€•t*-5•-T13-•JUNCTION••B0X-*.3 9 10 11 t2 13 14 15" 18" 15" N L.£•T ik -6•70 - J UNCTION � � B G*- 41• • 3 7 2:-x5' 5+-04 5+04 I RT 224:5•' 24-5' 2 4•+-•04 t 4tx•5' •3.67-/23.67 -5:981-23:41 -BUILD•CONCRETE-COLLAR; PLAN 5 - STATION -• ••SIDE SZE DISTANCE 4+04 LT 27" 48" 3 4+04 401RT 42x4' .3:59-/-23:81 JUNCTION -80X-# S- TO -JIJNCTR3N • BOX:* 2 4 4+04 45t •LT 4'x•5' tNLEF•k 7- :T¢••JUNCTION••80X• &5 15" -INLET •0•8• 1Q•••JtiNCTI0N••Bok•4••5 18" 27" PLUG ..•I •. •TO-• •JUNCT ION• • BOX 4• JUNCTION --BOX•1i.4--.TO -• COLLAR• ik I 5 4-04 4-x• 5•' -4:171-23:31 ••403/-23:79- 15 8"- PMO. ROOF "DRAIS;•50 LF. d BIJILD•.•R:C.P....PLUG NO. SIZE .-STAT-ION SIDE 18" 5619 c m ro rn N N 1 1+00 N OR + 50 +63 2+00 +12 + 46+50 3+00 HIGHWAY FEDERAL AID SHLET PLATE 1 -SINGLE PLAN AND PROFILE -Ruts DOT ANNQNAL pastrmar PRINTED IN U.S.A. + 50 + 66 4+00 +45'+50 +76 5+00 •0 39°/ 0. 0:394/6 ..<--- 1"'RCP: 15IR.C.P 23.79 FL 23.89..F6 STA :5:1:04 19+ 192 • :::REINFORCED C:ONCF2ETE...:SEwWE I PIPE NO.. SIZE Min :0:RATE -1N'L.ET - SEE:DETCAII,,...SHEET bESCR:IPi'IOFi NO SIZE S:TATIO:N 9 SIDE 5H iNteT•tt•I•-14-•JUNCTION 60$at-i 2 3 5" 18" tNt•E•T* 2••j0••JtfNCTI0N•••BQi *--I.,. JUNCTION Bp -x-4-1 TO -JUNG }ON••BOX- 3 2'x•5' 2!x.5' w+5 LT 4•+5 RT 3+75 LT 24:5' 245' 45' L•-23.67.. 41MA#A4+reI '9®£ ODDWOa®"'J„te�' rjr ate•.;'" �" b�F. !},w_ COWL A. !PPg� :..:.............. ... /�. 4 15" N LET -t 3• TO •JIiNCT10N--B0X•41 4 4 21 •x• 5' 4+-33 6T 45' BUILD -MANHOLE::(STORM::SEWER):COMCTION:::50X)....... lc V 5 6" INLET• S-4••TO- JUNCTION—B0X-*-4 6 19 7 8 27" is" 16" UNCTION -60-X- * -2---T0 • JUNOtION-80X4s-4 5 x•5' 3 4.75 RT 40' STATION SIDE SIZE • • DEPTH/FL STA:::3.+-15 TO•.. TA..0.*.. 6 2x•5' 44.33 RT 40' 1 34-15 E 41x-4' JUNG•T•IOht•8QX•11.3••Te--JUNO110N •130X••* -2 INE•€•t*-5•-T13-•JUNCTION••B0X-*.3 9 10 11 t2 13 14 15" 18" 15" N L.£•T ik -6•70 - J UNCTION � � B G*- 41• • 3 7 2:-x5' 5+-04 5+04 I RT 224:5•' 24-5' 2 4•+-•04 t 4tx•5' •3.67-/23.67 -5:981-23:41 -BUILD•CONCRETE-COLLAR; PLAN 5 - STATION -• ••SIDE SZE DISTANCE 4+04 LT 27" 48" 3 4+04 401RT 42x4' .3:59-/-23:81 JUNCTION -80X-# S- TO -JIJNCTR3N • BOX:* 2 4 4+04 45t •LT 4'x•5' tNLEF•k 7- :T¢••JUNCTION••80X• &5 15" -INLET •0•8• 1Q•••JtiNCTI0N••Bok•4••5 18" 27" PLUG ..•I •. •TO-• •JUNCT ION• • BOX 4• JUNCTION --BOX•1i.4--.TO -• COLLAR• ik I 5 4-04 4-x• 5•' -4:171-23:31 ••403/-23:79- 15 8"- PMO. ROOF "DRAIS;•50 LF. d BIJILD•.•R:C.P....PLUG NO. SIZE .-STAT-ION SIDE 18" 5619 c m ro rn N N 1 1+00 N OR + 50 +63 2+00 +12 + 46+50 3+00 HIGHWAY FEDERAL AID SHLET PLATE 1 -SINGLE PLAN AND PROFILE -Ruts DOT ANNQNAL pastrmar PRINTED IN U.S.A. + 50 + 66 4+00 +45'+50 +76 5+00 0+00 1+00 ACME Printing 109 N Burlington 8" S 8" S 0. M 1 65' In M NEW 16" D.I.P. WATER MAIN WATER QUANTITIES DESCRIPTION QUANTITIY 6" D.I.P. Water Main 6 Lin. Ft. 8" D.I.P. Water Main 14 Lin. Ft. 10" D.I.P. Water Main 110 Lin. Ft. 12" D.I.P. Woter Main 405 Lin. Ft. 6" Gate Valve and Box 1 Ea. 10" Gate Valve and Box 2 Ea. 12" Gate Valve and Box 2 Ea. 12"x 10 " M.J. Cross . 1 Ea. 12"x 6 " M.J. Tee 2 Ea. 8", 45' M.J. Bend 2 Ea. 10", 45' M.J. Bend 1 Ea. 10"x 8" M.J. Reducer 1 Ea. 8" Cut—In Valve, Box & Slv. 2 Ea. 12't 45° M.J. Bend 1 Ea. 12"x 8" M.J. Reducer 1 Eo. (See Sheet No.10) i 8" S 8' G BUILD FIRE HYDRANT STATION DISTANCE SIDE 4+82 22' Rt. �W z EW ERVICE 0 0c w z 11 r --L- (to be abandoned) 2+00 3+00 4+00 5+00 8" G 8" G 264' L,J 6" W 8" s 17'-6" 1 8" S 8" G 8" G Murphy's Wagon Wheel 107 N Lincoln .. . NEW 12" D.I.P. WATER MAIN j to be abandoned) 6" W O 4 O gI 6" W QI 1 1 1 1 1 1 1 1 t Hastings Baptist Church \ 847 W 1st Reflections Hair Salon 827 W 1st Sta. 1+27 Begin project 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. 20' i Street 8., 0 1 W 8"Steel Gas Main to be lowered by H.U. 40' 4"Gas Main to be lowered by H.U. 8" s 8" s NOTE: C.W.A. Office 811 W 1st 8" S 8" G 1 6" s .2 0" D.I.P. WATER MAI Sta. 4+29 Remove 1 — 10", 45' M.J.' Bend Sta. 05+07 Connect New 10" D.I.P. water main to existing 10" D.I.P. water main 8"G 8"G NEW 8" S 1 N 33/4" W • I (TO BE ABANDONED): Sta. 3+89 New sanitary sewer manhole t CO NOTE: Contractor to remove and salvage existing fire hydrant and return to Hastings Utilities Warning tape is to be placed :6!"-12" above pipe. 1 „ L BUILD 1' COPPER WATER SERVICE BUILD 6" FIRE LINE STATION LIN. FT. SIDE 12"x6" TEE BLIND FLNG. FLANGE CAP GATE VALVE VALVE BOX 1+82 17 Lin. Ft. Rt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1+90 20 Un. Ft. Rt. 1 Ea. 1 Ea. 1 Ea. 1 Ea. 1 Eo. 3+14 65 Rt. 1 Ea. 1 Ea.0 1 Ea'. '++ 1 Ea. 1 Ea. 3+42 27 Rt. 1 Ea. 1 Ea.; 1 Ea. 1 Ea. 1 Ea. 20' i Street 8., 0 1 W 8"Steel Gas Main to be lowered by H.U. 40' 4"Gas Main to be lowered by H.U. 8" s 8" s NOTE: C.W.A. Office 811 W 1st 8" S 8" G 1 6" s .2 0" D.I.P. WATER MAI Sta. 4+29 Remove 1 — 10", 45' M.J.' Bend Sta. 05+07 Connect New 10" D.I.P. water main to existing 10" D.I.P. water main 8"G 8"G NEW 8" S 1 N 33/4" W • I (TO BE ABANDONED): Sta. 3+89 New sanitary sewer manhole t CO NOTE: Contractor to remove and salvage existing fire hydrant and return to Hastings Utilities Warning tape is to be placed :6!"-12" above pipe. 1 „ L BUILD 1' COPPER WATER SERVICE STATION STATION LIN. FT. SIDE MAIN TAP CURB STOP STOP BOX BALL VALVE EXT. ROD 1+86 27 Rt. 1 Ea. 1 Ea. 1 Ea.', 1 Ea. 1 Ea. 1+88 27 Rt. 1 Ea. 1 Ec.1 1 Ea! ' 1 Ea. 1 Ea. 3+14 65 Rt. 1 Ea. 1 Ea.0 1 Ea'. '++ 1 Ea. 1 Ea. 3+42 27 Rt. 1 Ea. 1 Ea.; 1 Ea. 1 Ea. 1 Ea. 4 NORTH Scale: 1"=20' 0' 20' 4r0' 60' ( , UtllIUn Engineer 6" ter main (existin 8" 5 17'-6" Cash—Way Candy 737 W 1st Sta. 5+22 End project BUILD SANITARY SEWER MANHOLE STATION SIDE DISTANCE TOP FL DEPTH 3+74 Rt. 9' 192728 1916.46 10.82' 26' 1 Eo. 1 Ea. BUILD 4" SANITARY SEWER SERVICE STATION SIDE DISTANCE TAP PLUG 1+80 Rt. 25' 1 Ea. 1 Ea. 3+40 Rt. 26' 1 Eo. 1 Ea. C Engineer PIPE: STARTED: CONTRACTOR: COMPLETED: City of Hastings Engineering 'Department 1 st Street, Burlington Ave. to Lincoln Ave. 1995 — 10 Water Den M. Sidlo Supt M. Merrill Ckd Relocated 12 water, main M.S. 2-8—g8 Drwn M. Sidlo .0.No. Ckd Revision BY Dote Ckd Dote 5-1-95 Ret'mt No. MC No. sheet 9 as /z r.\ocadr.3\ocadwwn\hit\woter1eheet70* *t.. 1- 0 NOTE 0001( z ta 0 0 OS o w.r— IC 0 •ts)C-1 Z j.L.4 t a C 0 0 IX c ).. W la a 0 >j0 ttc Ce 0 < ce tx co Q. o�w0 CC 0 0 la 1 +00 2 +00 3+00 4+00 BURLINGTON 0 10 r7) MURPHY'S WAGON WHEEL 107 N. LINCOLN / ST STREET 0 u HASTINGS BAPTIST CHURCH 847 W. 1st \/ REFLECTIONS HAIR SALON 827 W. Ist 0 TYPICAL EXISTING • TRAFFIC POLE TYPICAL EXISTING JUNCTION BOX • C.W A. OFFICE 811 W Ist NOTE: Warning tape is to be placed 12"-18" above conduit. L 5t00 Id I0 4 - ID CfP CASH-WAY1•!- CANDY 737 W. Ist NOTE: THE INTERIOR METAL PIPING SYSTEM WILL EMAIN 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 GROUND)NG. 1 SCALE' I 'r- 20' PRO). I St STREET- BURLINGTON TC) LINCOLN Pft0J. NO. OESCRIPTICN 1995-10 ELECTRICAL Hostthgs Chi), inaineering OSGN D.M. ORN BY B.B. DATE loammAcos 2/96 ±1_ APFRO BY ASBUILTS IORN. NCt I /7 of /2. 19 1925 IN INSTALL -ORNAMENTAL LiIGHTS STATION 0440 27:5' SIDE LT- a -RT I 72 3w -3G 4-1-75 27r5' 27.5' 27:6• 27:5' LT.& RI' LT a• R -T LT-aftT - • T-8. Is MISC TEM :QUANTITY:: $1:11 -LD •• 2.12..P.V.Cty • SCK -40- C014431:HT • FOR ••ELE4Tfuel.1: B4J1110-3/4141VG.7.5011)40—00frDlifT 67.6.L 6011.1114 4 • StREET • • HORT- CoNDUOTOR BUILD- 4 6. • • CkFTLET GONDFJCPOR 400 LF Zi 2081): F.• 2,208 E• • BUM) EfliPaX-• RECEPTACIA EAC44- - • • 19 1+00 2+00 3+00 HIGHWAY FEOCItal. AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -ruts oor NIATIOIVAL PWIRIIPAST PRINTS() IN U.S.A. 4+00 5400 1