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HomeMy WebLinkAboutPD1996-50 W 0 C-) tAl tuJr >- 0 Z < U.1 0 UJ Z > 0 D .4 I- CJ) < CC 0 NOTE BOOK z d 0 z o 0 t4Joz w w 0 0 0 cc (00.00 o w 0 CC X 0 0 lu 1- 00 zz BUILD 6" PCC PAVEMENT (47B) STATION TO STATION SIDE PLAN SQ. YDS. 99+92 - 100+00 LT & RT 331 66.2 100+00 - 103+00 LT & RT 331 1052.5 BUILD 6PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN LIN.FT. 100+00 - 100+20 LT 301 34.5 100+00 - 100+20 RT 301 31.4 100+20 - 103+00 LT 301 280 100+20 - 103+00 RT 301 280 BUILD 21" R.C.P. STORM SEWER STATION TO STATION SIDE PLAN LIN. FT 100+05 RT 443-R5 186 100+05 - 102+00 RT 443-R5 195 BUILD 18" R.C.P. STORM SEWER STATION TO STATION SIDE PLAN LIN. FT 102+00 LT & RT 443-R5 30 TAP EXISTING INLET STATION SIDE 100+05 186' RT BUILD JUNCTION BOX W/GRATE #3236 STATION SIDE DISTANCE TYPE 100+05 RT 17' 30"x 30" 6 20' BUILD CURB INLET W/GRATE STATION SIDE TYPE * 102+00 LT A * 102+00 RT 6 / //' REMOVE PAVEMENT SIDE STATION TO STATION SIDE SQ. YDS. 99+92 - 100+00 LT & RT 66.2 SAW CUT STATION TO STATION SIDE LIN. FT. 99+92 - 100+00 LT & RT 90.7 * SEE DETAIL NORTH Scale: 1" =20' 0' 210' 610' PAUL STREET 100+00 17.23 FL 4/ H 191.510 H 1917.483 - H 1916.338 16.99 FL 16.87 16.79 L _ •X-11 GV 2' Gas 8'-O' NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER. 3'-O' 4' O' -or. a L 66' Hi 16.72 9 101+00 H 1916.102 14 1915.806 10 102+00 103+00 H 1916.193 El 1915.901 11 BLOCK 1 12 H 1916.312 H 1916.320 FL 14 UP FL 16.63 FL 2'-O' H 1916.872 ROW 16.38 FL - Proposed Gas Main 1717 It 16137 IC GI -Os ion fc I�Jllt 16.61n_ 16,1 FL -1.0% o 16790- -0.22% tzit 02 -0.70% 16.T0. -0.70% 01 ,/ i -0.70% 165111. -0.70% 16.02 FL 16.0,a 16 16.67 R. 19.910. 15.6711. 16.I11'C 13.11 FL BOX ;B.2% 15 411C 1612 Tr 15.52 PL +0.30% 19.41fl. 15.62 FL 02 0 a. 1545 CL 1532FL +0.30% +0.30% 15.1 FL 15.4111. 15.6211. 1/.11 %VCR 161311C - 16.52 fC 21 RCP 0.20% 2- 4'x W/30" x30" GRATE • 199,0 12.64 FL BOX 12.69 TOP OF GRATE +11 1916.112 1. H 1915.906 12.27 FL BOX TBM #4: PROPERTY PIN, 3/8" BAR SE COR. LOT 9 ELEV. 1915.81 H 1915.626 Proposed 8' D.I.P. Water Main 14 1915.505 19.821C 13.04 FL BOX 11 1915.625 14 1915.298 15.911C TBM #5: PROPERTY PIN, 3/8" BAR SE COR. LOT 11 ELEV. 1915.99 1612 it 14 1915.727 14 1915.527 CITY OF HASTINGS, ENGINEERING DEPT. 00 Project PAUL ST.= WABASH AVE. TO PINE AVE. Proj. No. 1996-5 Description REMOVAL & BUILD Design By B.B. Dote Drown by B.B. v.:197 APPro By Contractor Um. No. 1 of 2 0 g PPROXIMATOLY-181-CUBC-YARDS- Fi'EXCAVAT1ON. WILL BE •DERIVED. FROM, THE •CONSTRIXTION-OF-THIS PRCRIECT.::.EXCESS:..EXCAVATICK:S.HALEME:PROPERTY OF-THE-0ITYi.40E-HASTINGS: -A-HAUL SITE. SMALL BE-.OETERMINED...BY E...ENGINE UTILITY WORk-T0.-BE--DOME-BY-HAST11468--UTILMES. SCALE 1-10RIZ • 1/ERTICAt.--1" DE:TA 1 LJ TYPE•A 192 ND of • -COMBINATION. ono] 2443 ... STYLE. ..... BARRIER-CURB- 191 1916 191 191 (Deeter or f2 v/1-244 Equal) • EXISTEW'GRADE co 10 '0 GROOT'iJOINT Vefl/cc//Hcr/zon/d/'fle/n,'orc/n ; vIcm ntri 17-45.11Z:.P. No.4 Rabat -0-42-0 SO"CAST1104GRATS 1' FRAME 0EETER•FOGNORY.H4:4236A.250.00.. LOR .APABOYEO.EOUIVALEACO. ar 8?b..to C 5r 0 6 .1' 6- otit VIEW V 4=1 /Hotkorrtal atinforc.a. • '1 • 1 A .7... • "7"-/:".trg17,/,•"/"'",;44" 'art Ne:CRoor 0"/4ni5 cio-&ytEw : PROPOSED GRADES - 0:22:70 0 co co 10 40 O. 0▪ ) AO 24 14a 11-60732" cou=1 c.' '1 TAIL TYPE•!te" • TANDENt:56,"1:ONG nT.IONL.Z4:42. anc.:24,45:;STYLE:1-1::::GRATE..w/ 2:4:45 CURIEREL-eiTer..cr.E.cival) 41-4" • ..... ffifigAti 441tre:19.1.04,• 4.144,40 At • Ecett. % •• DAVID t te WACKER 1 00 +00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE.FULL. DOT NATIONAL PRINTFAST PRINTED IN U.S.A. 101+00 102+00 103+00 0 r m 0 W w Y Y V V W w 22 U U 0 Z < W o w j-ZLL O CC �0JJI- )na<� a- NOTE BOOK 1- 0 00 co NOTE BOOK 0 z 12 103+00 104+00 105+00 + H 1916.461 H 1916.312 13 +- H 1916320 H 1916.122 14 16.95, CL 15;11 Ft 6.42% 15.9211. 16.078. 15 11 1916.917 -r- H 1916.669 16 -+ H 1917.055 106+00 t- 3 3 0 z W H 917.361 M � O tG O H 1917.143 14 1917.091 J V 3 _n< T Proposed Gas Main +0.30% 16.22 FL 1657 FL + 0.30% 165811. 0.30% 16.k FL 0.30 4 a 15.62 FL 15.1111. 16121C 16.211E M 11 1915.727 15.92 FL 16.0711. I6N2% 16.51 % -0.11% Ibb2 f b H 1917.245 N t0 c 0.30% + 0.30% 16,5211.EAt 1 ,bait 1611. 11.0211. EOR J1/411 - v I' Proposed 8' DIP. Water Main "2- i 1 + + I H 1916.108 H 1916.656 + H 1917.500 -1 it + + H 1917.429 + H 1915.872 H 1916.415 H 1915.527 TBM #5: PROPERTY PIN, 3/8" BAR SE COR. LOT 11 ELEV. 1915.99 20' NORTH Scale: 1" =20' 9' 20' 40' 11 1916.942 11 1917.452 60' H 1917.757 + 11 1917.587 1w H1917.786 Q H H 1918.006 W z 0 Private water line Future 8' water plain 5'-0° .812 + H 1917,813 TBM #6: PROPERTY PIN, 3/8" IRON ROD NW COR. PAUL ST./PINE AVE. ELEV. 1917.17 PRIVATE DRIVE BUILD 6" PCC PAVEMENT (478) STATION TO STATION SIDE PLAN SQ. YDS. 103+00 - 106+01.3 LT & RT 331 1037.8 103+00 - 106+01.3 RT 301 301.3 BUILD 6" PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN LIN,FT. 103+00 - 106+01.3 LT 301 301.3 103+00 - 106+01.3 RT 301 301.3 Drown Ity B.B. Approve) By Um. No. 2 of 2 APPROXIMATELY 181 CUBIC YARDS OF EXCAVATION WILL BE DERIVED FROM THE CONSTRUCTION OF THIS PROJECT. EXCESS EXCAVATION SHALL BE PROPERTY OF THE CITY OF HASTINGS. A HAUL SITE SHALL BE DETERMINED BY THE ENGINEER. UTILITY WORK TO BE DONE BY HASTINGS UTILITIES. ACITY OF HASTINGS, ENGINEERING p� 0 DEPT. �/ 4J Project PAUL ST.= WABASH AVE. TO PINE AVE. Prat. Na. 1996-5 DncrtpOan REMOVAL & BUILD Design By B.B. Date 3/97 Contractor Drown Ity B.B. Approve) By Um. No. 2 of 2 SCALE: HORI2::"l = VERTICAL: •1'• 192 '2 D 0) W 191 191 .EMStIHQ..QM#E 191 1912 4 w 2 s U - M 0) co CO w 8 0 e 0 a 0 w 0 + 0 0 ,+FESS p'' Q oe'e �� - •.� 0AVID:L :f:q . WALKER 4.7t.!: F OF geaN ''cir f�A1111ttItYt+� 103+00 104+00 105+00 106+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE•FuLL DoT NATIONAL PR/NTFAST PRINTED IN U.S.A. w .cc 0 0 ur 0 W risir C.> 0 o Z < W W )- w LI) Z4. 29 CC 0 D NOTE BOOK 0 z 0 co 0 0 z 0 1 w < w z IuJtsj 0 0Q 0(.0z,e. >. ??4 CC w Cc e- a) 0.000) NOTE 80014 z BUILD 6" PCC PAVEMENT (478) STATION TO STATION SIDE PLAN SQ. YDS, 99+92 - 100+00 LT & RT 331 66.2 100+00 - 103+00 LT & RT 331 1052.5 BUILD 6' PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN LIN.FT. 100+00 - 100+20 LT 301 34.5 100+00 - 100+20 RT 301 31.4 100+20 - 103+00 LT 301 280 100+20 - 103+00 RT 301 280 BUILD 21" R.C.P. STORM SEWER STATION TO STATION SIDE PLAN LIN. FT 100+05 RT 443-R5 186 100+05 - 102+00 RT 443-R5 195 BUILD 18" R.C.P. STORM SEWER STATION TO STATION SIDE PLAN LIN. FT 102+00 LT & RT 443-R5 30 TAP EXISTING INLET STATION SIDE 100+05 186' RT BUILD JUNCTION BOX W/GRATE #3236 STATION SIDE DISTANCE TYPE 100+05 RT 17' 30"x 30" B Contractor yawn try B.B. Approved NY BUILD CURB INLET W/GRATE STATION SIDE TYPE * 102+00 LT A * 102+00 RT B V/M. REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. 99+92 - 100+00 LT & RT 66.2 SAW CUT STATION TO STATION SIDE LIN. FT. 99+92 - 100+00 LT & RT 90.7 * SEE DETAIL NORTH Scale: 1" =20' 20' 0' 20' 40' 60' r - PAUL STREET 100+00 101+00 17.23 FL H 1917.483 16.99 FL 16.79 2' Gas • GV 8'-0' 3'-0' 4' 0'-a. ej c HI 8' H 191p.sio 13,821.00 87' 9 14 1916.102 H 1915.806 SOUTHWOOD ADDITION BLIC I 102+00 103+00 OWNER: Lots 9-16 CASTINGS/ADAMS COUNTY HOUSING DEVELOPMENT CORPORATION A NEBRASKA CORPORATION $3,074.37 10 70' $3,074.37 H 1916.193 -4-20 14 1915.901 11 BLOCK 1 $3,074.37 12 70' 11 1916.312 -+ H 1916.320 Proposed Gas Main 171/ + 16 41 Ft -1.0% -0.70% M. 6 I 0 FL 1675 CL -0.22% 16..V -0.70% UP b.! 1/26/ ra -0.70% 1651r1. -0.70% 16 Cali - 1652 16 16.02 FL 16.171C 13.11 FL BOX • cc 15b7 Fi. 15.91a. 15.61 FL 1.5.111t t‘t 0 0 53211 15.65 +0.30% +0.30% 16.4/ FI. 15.4( +0.30% 1662 it 15 Al It fig As 15.95 Cl. "1"-- 15.62 PL It LOA 163/ IC 16621C 21" RCP p.20% 15.62TC 10.97% 16.12 13.04 FL BOX .6 ‘'--;>`•••..,%___ 41X 41,13. W/30%30. GRATE 12.b4 r L IdUr M 12.69 TOP OF GRATE ("1 H 1916.112 50' $2,195.97 12 50' H 1915.626 Proposed 8' D. .P. Water Main 50' 50' H 1915,625 50' $2,195.97 $2,195.97 $2,195.97 $2,195.97 11 10 9 8 11 1915.505 OWNER: Lots 11-12, HASTINGS/ADAMS COUNTY HOUSING DEVELOPMENT CORPORATION A NEBRASKA' CORPORATION TBM #4: PROPERTY PIN, 3/8" BAR SE COR. LOT 9 ELEV. 1915.81 OWNER: Lots -10, RALPH BELLUCCI BU‹. 2 MISSOURI PAC/F/C ADD/770N H 1915.298 50' 11 1915.727 $2,195.97 7 OWNER: Lots 1-8, HASTINGS/ADAMS COUNTY HOUSING DEVELPOlt ENT CORPORATION A NEBRASKA CORPORATION TBM #5: PROPERTY PIN, 3/8" BAR SE COR. LOT 11 ELEV. 1915.99 H 1915.527 APPROXIMAT6Y 181- CUBIC' YARDS' Fi•EXCAVAT1ON WILL BE DEIIIVED FROM 1HE•CONSTRUTION •OF. TH.S PROJECT EXCESS EXCAVATION SBALL:X3E:PROPERTY THE CITY OF •HASTINGS. A -HAUL SITE SHALL TILITI WORK 'TO' BE 'DONE BY HASTINGS UTILITIE SCALE. HORIZ • 1' - *ERTICAL:. 1" +2' DETERMINED. BY THE. ENGINEE 192 • co 40 EXISTING -GRADE 10 191 191 191 191 i0 0 40 PROPOSED GRADE tg cc: tfl CO l0 0) 41) 100+00 101+00 102+00 103+00 PLATE 1 -SINGLE-FULL DOT NA7701VAL PRINTFAST PRINTED IN U.S.A. CITY OF IIAST7NGS , IAENGINEERING DEPT. 1 00 Prtject PAUL ST.= WABASH AVE. TOI i PINE AVE. ProSp No. 1996-5 Description REMOVAL & BUILD Design By B.B. Date 3/97 Contractor yawn try B.B. Approved NY Om. No. 1 Of 2 APPROXIMAT6Y 181- CUBIC' YARDS' Fi•EXCAVAT1ON WILL BE DEIIIVED FROM 1HE•CONSTRUTION •OF. TH.S PROJECT EXCESS EXCAVATION SBALL:X3E:PROPERTY THE CITY OF •HASTINGS. A -HAUL SITE SHALL TILITI WORK 'TO' BE 'DONE BY HASTINGS UTILITIE SCALE. HORIZ • 1' - *ERTICAL:. 1" +2' DETERMINED. BY THE. ENGINEE 192 • co 40 EXISTING -GRADE 10 191 191 191 191 i0 0 40 PROPOSED GRADE tg cc: tfl CO l0 0) 41) 100+00 101+00 102+00 103+00 PLATE 1 -SINGLE-FULL DOT NA7701VAL PRINTFAST PRINTED IN U.S.A. m 00 ww W x l" U x r o w O w w >wz z =oJO (.1)a¢ce NOTE 8001( d z 0 O x U N z o W x Woz w 0 xj O tt 1.) atozp_ o r i ao vmN NOTE BOOK 0 z $3,074.37 12 70' 103+00 $3,074.37 104+00 SOUTHWOOD ADDITION ELK. / OWNER: Lots 9-16, HASTINGS/ADAMS COUNTY HOUSING DEVELOPMENT CORPORATION A NEBRASKA CORPORATION + H 1916.461 H 1916.312 13 70' t $3,074.37 H 1916.320 H 1916.122 16.62 ft 16J2 IC 15.71 H. 16.08 a 10.7919. 16.2110 16.421C 14 70' 105+00 $3,074.37 + H 1916.917 15 70' H 1916.669 +0.30% 16.721t 16.2211 $3,818.36 16 H 1917.143 86.94' H 1917.055 H 1917.091 106+00 U W 3 a 106+01.3 END H 917.361 3 - P 3 J Proposed Gas Main 11.02 + 0.30% 16.5811 0.30% I6 It 0.30 +0.30% 16» a. + 0.30% 16.42 fC 16.6/1C +0.30% 16.52 R. KR 1142 R. fa 50 H 1915.727 $2,195.97 7 H 1915.527 50 T 50 H 1916.108 $2,195.97 $2,195.97 6 TBM #5: PROPERTY PIN, 3/8" BAR SE COR. LOT 11 ELEV. 1915.99 5 + H 1915.872 50 50 H 1916.656 $2,195.97 $2,195.97 4 OWNER: Lots 1-8, HAgTINGS/ADAMS COUNTY HOUSING DEVE_OPMENT CORPORATION A NEBRASKA CORPORATION BLK 2 MISSOURI PAC/F/C ADDITION 3 20' H 1916.415 Proposed 8' D.I.P. Water Main 50 44' $2,195.97 $1,932.46 2 NORTH AOs, Scale: 1"=20' 9' 20' 40' 1 H 191 .894 0.30% 1644a 0.30 0.30% 58 fl. 16 M. -2- H 1917.757 + 14 1917.587 H 19 4- .429 1916.942 14 1917.452 60' IW H1917.786 t}Q H1 7.9 H 1918.0061 w Private water line Future 8' water Main 5'-0' .812 + H 1917,813 TBM #6: PROPERTY PIN, 3/8" IRON ROD NW COR. PAUL ST./PINE AVE. ELEV. 1917.17 PRIVATE DRIVE BUILD 6" PCC PAVEMENT (47B) STATI❑N TO STATION SIDE PLAN SQ. YDS, 103+00 - 106+01.3 LT & RT 331 1037.8 103+00 - 106+01.3 RT 301 301.3 BUILD 6N PCC INTEGRAL CURB (47B) STATION TO STATI❑N SIDE PLAN LIN,FT. 103+00 - 106+01.3 LT 301 301.3 103+00 - 106+01.3 RT 301 301.3 APPROXIMATELY 181 CUBIC YARDS OF EXCAVATION WILL BE DERIVED FROM THE CONSTRUCTION OF THIS PROJECT. EXCESS EXCAVATION SHALL BE PROPERTY OF THE CITY OF HASTINGS. A HAUL SITE SHALL BE DETERMINED BY THE ENGINEER. UTILITY WORK TO BE DONE BY HASTINGS UTILITIES. CITY OF HASTINGS, peq ENGINEERING DEPT. Project PAUL ST.= WABASH AVE. TO PINE AVE. ProJ. No. 1996-5 Deacr1pO'n REMOVAL & BUILD Design By B.B. Dote 3/97 Contractor warn Ny B.B. Approv uy Dm. No. 2 of 2 GALE: HOR1Z.: 1" VERTICAL: --1 192 N CO r r- 191 EXI$TING..GRADE 191 +0..30?%' 191 0 0 1PR9P:0.S.CD GI?AO:R :3 191 w z F_ 7 J36AP..QSEo...oRroES ro o :o 4Ni U I_ : a z M d + 0 0 aY 103+00 104+00 105+00 106+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DoT NATIONAL PRINTfAST PRINTED IN U.S.A.