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HomeMy WebLinkAboutPD2005-13-71 PIN TAIL CIRCLE -PIN TAIL AVE. WEST TO CUL-DE-SAC (t! 'a, its I ■ 1 End Project Sta. 3+23.0 ® Scale: None North `✓hte8fit caeork Begin Project Sta. 0+00 Dc an d West Hat tashtt. Paving District 2005-13 Utilities Director of Engineering LEGEND o UP • 4 0 e FH $ WV N GV Date Spot Elevation Utility Pole Control Point - Nail Set Control Point - Temporary Wood Hub Set Deciduous Tree Coniferous Tree Manhole Fire Hydrant Water Valve Gas Valve ■ 04.2 e 0 \co 0 EJB 1912 Light Telephone Box Electrical Junction Box Contour Line _._._._._._._._._._._._ Flowline — — - — Property Line CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 Hastings City Surveyor 3 -Ld -zee Date INDEX OF SHEETS SHEET NO. I SHEET NO.2 SHEET NO. 3 SHEET NO. 4-5 COVER SHEET PLAN & PROFILE SHEET JOINT DETAIL CROSS SECTION SHEETS SUMMARY OF QUANTITIES ITEM ESTIMATED NO. DESCRIPTION QUANmJt1 UNIT 1 Build 6" P.C.C. Concrete Pavement (47B) 2 Build 6" P.C.C. Integral Curb (47B) 3 Adjust Manhole to Grade 4 Adjust Water Valve to Grade 5 Adjust Gas Valve to Grade 6 Traffic Control NOTES: 1,348.00 S.Y. 643.0 L.F. 1.0 Each 1.00 Each 1.00 Each 1.00 Lump Sum The embankment and subgrade shall be adjusted to conform to the lines and grades on the plans in accordance with Section 205 and 302 of the 1997 Standard State Specifications and its supplements. The upper six (6) inches of the subgrade shall be scarified, mixed and recompacted to the following compaction requirements: Percent Density Moisture Minimum Requirements Maximum 95 Min. Opt. -3% Opt. +3% Areas not meeting specified moisture density test requirements shall be removed and recompacted at the Contractor's expense. All subgrade compaction and water necessary for subgrade construction shall not be paid for directly but shall be considered subsidiary to the items of the contract. Excavation, backfilling, and sawing control joints, keyway, tie bars, dowel pins, and rubberized joint sealant shall be considered subsidiary to the unit price per square yard of pavement. ••�11IHi4tippi �.••'°�pF ESS/p "�, aS4``O�aCA.:74t4) IYAGKER it E5990 S, it rave asa,_ Hastings ity Engineer 3 -28--LdDo Date /T\CITY OF HASTINGS, ENGINEERING DEP. Project PIN TAIL CIRCLE - PIN TAIL AVE. WIT TO CUL-DE-SAC Proj. No. PD 2005-13 Description Design By R.G.D. B.B. Drown By COVER SHEET Date 3/2006 APProsytew Contractor Dm. No. 1 of 5 30 ti' ti x 00+t Prop. N=1665.95 24.85 41' 'Lk Prop. x N=16.6.18 25.03 SCALES: 1"=20'HOR ryk9 1" = 2' VER a, ne x� 0 N 14 0 N F U Prop. 0-4 N=175.6921.22 25.13=21 24.40 TC 23.90 23.89 FL \c‘ 23.62 FL 3+00 ‘ I o 0 LL 23.97 CL 1% 'Si 23.77 \ N .e �.roy Prof. Sr// Na N. 3 9 -FL �6F/LL N 1 / 3 Z/ B 23.90 FL 24.40T Prop. N-1611.28 x=215:84- 25.09 24 z C \ Prop. N=1696.35 N E=261.77 24.53 a• W - 4°rn o 'ft; II 23.24 FLS 23. N 22.94'FL g I oil II be cm 2147 CL_ _4: 23.251 ill Nf II II (Ii 23.24 FL 22.94 FL p 22.66 FL 23.44 TC II 11 23.1' TC 1% 1% 97 CL 23.16 TC t222.66 FL Prop. N=1696.4 40_23.26 23 23.26 22.66 TC 2+00 C., rte tea,?0 II II O Pro °o' II II / A p. / N=1636.34 / E=261.96 / 24.57 ryy`k 22.16 FL Fi x Prop. N=1666.51 \ 3 22.47 CL q PIN TAIL CIRCLE 22.16 FL 8' Water Main 22.66 TC Prop. N=1636.45 • E=33.598 _ 23.32 cc Prop. N-1675.28 • E=376.08 22.46 8 Sewer Man CO T th N ^0 H 0 0 cn 0 LLI in. 0) o N N N M N LI- 21.662.6 3L 100xELI II ti 21.97 C 21.66 FL 22.16 TC ILII 107+28.55 E Z 0 Prop. w / N=1696.67 0 V Q E=465.74 rn W H 20.57 N O.R. co 0.40, • Ro 21.66TC 21.16(FL 1% 21.52 TC EOR 21.02 FL EOB -J LL co N 20.79 FL EOR O CV %2 J J J O J .09 0 0 V N 0 m N 0 N N 21.4 CL 1%_ 21.33 CL 21.16 FL 21.66 TC 21.02 FL E0 21.52 TC EOR 1% e I N+ t 306° 106+57.55 -.O.R. tiQ Prop N=1636.60 E=465.68 20.44 HLI. N n 0 N N 0 N oI0 J N °AZ -J LL In 0 N d O 0+00 Pin Tail Circle = 106+93.05 Pin Tail Avenue BUILD 6" P.C.C.,/AVEMENT 47B Station to Station Side Lin. Ft. 0+35.5 to f3+23.0 / Side Sq. Yards 0+35.5 to 3+23.0 0 / / LT & RT 1348.0 / / BUIL,© 6" P.C.C. INTEGRAL CURB Station to Station Side Lin. Ft. 0+35.5 to f3+23.0 LT & RT 643.0 / 0 / x� NOTE: 1. Approx. 678 C.Y. of Exc-Lation shall be derived from the construction of this project. All excess -xcavation shall be used on Pin Tail Avenue project PD 2005-12. y7 / kt NCY x x 0 CITY OF HASTINGS, Ny. ENGINEERING DEPT. x(>� Project PIN TAIL CIRCLE - PIN TAIL AVE. WEST TO CUL-DE-SAC Proj. No. PD 2005-13 Description Construction Plan Design By R.G.D. Dote 3/2006 Contractor Drown By B.B. Dm. No. 2 of 5 T.B.M. =fire Hydrant; SWOo NW Bonnet Bolt Elev =1913:81 Lochland F.d:/Qsbome Dr. Wes T.B:M.=FirelHydrant, S: Sideof Lochland Rd. 100. West.of in Tail Ave Elev. = t925.24 30 28 28 26 24 22 20 m L d • a 26 24 }.Oo%a x a II CJ 18 16 14 12 tn• a. 0 roposed de a w In. m 600 d co co N Ow 0. C1 2 _ a a Co 01 N oo N co IV ro O 1n N aN aW 2 a oa N C 0 co N cc N W co N a- % a 14 o- W a d' +- NN to 0 N % W CV N 6.- too. a 14 B a oro t - a of N•N 0 N N W W 0 0 da; 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 22 20 18 16 14 12 0+50 -1+00 1+50 -2- OC / ADJUST MANHOLE TO GRADE / Station Side / 2+82 CL x� NOTE: 1. Approx. 678 C.Y. of Exc-Lation shall be derived from the construction of this project. All excess -xcavation shall be used on Pin Tail Avenue project PD 2005-12. y7 / kt NCY x x 0 CITY OF HASTINGS, Ny. ENGINEERING DEPT. x(>� Project PIN TAIL CIRCLE - PIN TAIL AVE. WEST TO CUL-DE-SAC Proj. No. PD 2005-13 Description Construction Plan Design By R.G.D. Dote 3/2006 Contractor Drown By B.B. Dm. No. 2 of 5 T.B.M. =fire Hydrant; SWOo NW Bonnet Bolt Elev =1913:81 Lochland F.d:/Qsbome Dr. Wes T.B:M.=FirelHydrant, S: Sideof Lochland Rd. 100. West.of in Tail Ave Elev. = t925.24 30 28 28 26 24 22 20 m L d • a 26 24 }.Oo%a x a II CJ 18 16 14 12 tn• a. 0 roposed de a w In. m 600 d co co N Ow 0. C1 2 _ a a Co 01 N oo N co IV ro O 1n N aN aW 2 a oa N C 0 co N cc N W co N a- % a 14 o- W a d' +- NN to 0 N % W CV N 6.- too. a 14 B a oro t - a of N•N 0 N N W W 0 0 da; 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 22 20 18 16 14 12 0+50 -1+00 1+50 -2- OC Prop. N=1666.18 E=160.75 25.03 10 0 • Prop. N=1696.35 E=261.77 24.53 Prop. N=1696.40 23.26 •_23. Cl) I Z0 Prop. R N=1696.67 vE=465.74 Mw 20.57 /`/ W VJ• eq N. o 2+00 1-00 Ito 0 1 10 10 10 CO eq N. PIN TAIL CIRCLE 10' oo to 10' 8.6 8.6 8.6 8.6' 0 Prop. N=16112 25.09 _._.•_ 84 25.09 7 Prop. N=1636.34 E=261.96 24.57 Prop. N=1636.45 •x.335.88 23.32 Prop. N=1636.60 E=465.68 20.44 20' NORTH Scale: 1"=20' 0' 20' 40' 60' CITY OF HASTINGS, ENGINEERING DEPT. /00 Project PIN TAIL AVENUE - W. LOCHLAND RD. NORTH 829.53' Proj. No. PD 2005-12 Description Joint Detail Design By R.G.D. Dote 3/2006 Contractor Drawn By B.B. l/y'(lit_/ Dm. No. 3 of 5 0 3+J0 'n N. w 10' 10' 10'10' 0 10' 10' 41 N. 0 • Prop. N=1696.35 E=261.77 24.53 Prop. N=1696.40 23.26 •_23. Cl) I Z0 Prop. R N=1696.67 vE=465.74 Mw 20.57 /`/ W VJ• eq N. o 2+00 1-00 Ito 0 1 10 10 10 CO eq N. PIN TAIL CIRCLE 10' oo to 10' 8.6 8.6 8.6 8.6' 0 Prop. N=16112 25.09 _._.•_ 84 25.09 7 Prop. N=1636.34 E=261.96 24.57 Prop. N=1636.45 •x.335.88 23.32 Prop. N=1636.60 E=465.68 20.44 20' NORTH Scale: 1"=20' 0' 20' 40' 60' CITY OF HASTINGS, ENGINEERING DEPT. /00 Project PIN TAIL AVENUE - W. LOCHLAND RD. NORTH 829.53' Proj. No. PD 2005-12 Description Joint Detail Design By R.G.D. Dote 3/2006 Contractor Drawn By B.B. l/y'(lit_/ Dm. No. 3 of 5 70 00 60 00 50 00 40 00 30 00 20 00 10 00 10 00 20 00 30 00 40 00 50 00 60 00 70 00 70 00 60 00 50 00 40 00 30 00 20 00 10 00 10 00 20 00 . 30 00 40 00 50 00 60 00 70 00 ESIGN:E RTHWOR A. =0.00 RIGINAL ESIGN:E RTH:WOR FILL. AR AREA. :VF. VC -52 A -0.:00 .163160 0:0:0 ;08 ESIGN:E ‘RTHWOR A: =0.:00 12177 0,0.0 .0 00 -35:.50 7-mrin .35.5& ESIGN:E AREA RTHWOR 16:54 6.Ta u 240 :IGINAL L =23. FILL AR T A:REA : V?. VC =:19: to 0) c>i :1.-75- DO IGINA 50 00 60 0 SIGN. E FILL. AR CUT. AR ESIGN E a RTHWOR FILL AR PIN TAIL CIRCLE - PINTAIL AVE. WEST TO CUL-DE-SAC Proj. No. Description Design By PD 2005-13 Cross Section Plan 70 00 60 00 50 00 40 00 30 00* • 20 00 TO 00 10 00 • 20 00 30 00 40 00 • • 50 00 60 00 70 00 70 00 60 00 50 00 40 00 30 00 20 00 2/2006 70 00 60 00 • 50 00 40 00 30 00 20 00 10 00 1000::::20 00...30 00 40 00 50 00 60 00...70 00 70 00 60 00:::50 00 40 00.30 00 : 20 00 •10 00 C 10.00: • 20 00.30 00 40 00 • 50 00:::60 00 70 00 30 00 -30 00 4 25 •00 95 00 N 05 N 70 Oft N ......... 1.1) to(.0 4 NN 1.24 . -re) . CO .N CO. CO 0 D 0> SPA =4+00 RIGINAL 489 cc to. FS! GN RTE-tWORX N z)• \IC =0 DO L >1: • N. 90 00 ..... > . Lii .3 0 0 0 -3n no 3 ......... ......... 750f} on Lii OD N 0) N ) Lu0 0. 0) N 0 co D SIPS -:3+:60. RIGINAL,..aciL• -724:96 44: 001 FSIGN FRTRWORI< FILL AREA: '0.00 CUT ARrA =0:00 VF 0.00 to. 0). N VC -0-.00 N) 95 on _ 90 00 3: 0) " V .... 0 ..... -(23 30 •on - CIY. FIL_ x- 1.33 Comp. 17.50 0.Y. fill Factor Needed .30 00 on 3000 3 ......... 95 •00. on- CU . 4 N t0 N 0 0 0 4-4 w0.1" I\ 1 0 >4- -0' ws c 0) C C 'Sita =3+.23 to RIGINAL EL: :25c4 695.0 C:Y.. Ekress Excavation 17.5 0.Y. fill Needed 677.5 C:Y. Total. Excess-Excav lion ci cv 0 Lu .N) ' 704o •C) . LU 3: 4 59:.86 95 on 9 SPA =4+159.80 0 RIONAL D L =24.85 ESICN 6RTI [WORK FILL. ARE CUT ARE A. =0.00 A- =0.00 30 00- ON 20 •00,' N 0 N 3. 0 Lii Cu ESIGN EARTHWORK FILL. AREA. =0.:00 T :AREA: '15:03 -S:F. VP = 0:00 VC -695:04 :C.Y. C Sr .0- 0 cow co.4. Ott) NN to cc N to a) N to 3. '0 1.7) 0 D WS =3+00 RIGINAL =25..e8 ESIGN : EARTHWORK FILL. AREA. =000 AREA: -1:25.54 S.F. . II% 0 0 Lr5 N N CO 4') 3. 0 Lu N Ui C Te Li .30 00 90 00 0: 30 •00. 75 00 3. 0. : : : ......... VC =&0. 95 on 2000 4 59.86 ......... sirs •=4+64) 0 RIGIN1L = 24.86 N DESIC14116RD2THWORK FILL . AR CUT. ARE A:0.:00 A: =0.:00 70 00 60 00:::50 00 40 00 30 00 20 00 10. VP - 010:0 VC:635:17�Y. 00 C 10 00 20 00:::30 00 40 00 50 00 60 00 70 00 70 00:::60 00 50 00 40 00 30 00:::20 00...10. :VP = C.- 0:0:0 O. 00.. 50 00 C 0.00 20 00...30 00 40. 00 .00 4 •tO 3. 00:::60 n30. 00 cs129 on 00 70 :20.00 ......... 4 :50 00 ACITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project PIN TAIL CIRCLE - PINTAIL AVE. WEST TO CUL-DE-SAC Proj. No. PD 2005-13 Description Design ay R.G.D. orowow B.B. Cross Section Plan Dote 2/2006 Mmeghetil Contractor Dm. No. 5 of 5