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HomeMy WebLinkAboutPD2005-6CEDAR AVENUE - 14TH STREET NORTH 488.47' Paving District 2005-6 IL ""—�"_"�==111111 C sn :q—_'—__=_:1111111! ilsi�®lun Il -!f ®®tst-tt�-a tai 1 t?f� ®®ane mm u:11:1011 some -Its t{a''t'-'��''—.� �I� s u__ni 1 ItI �� �I�M1NTIi:' :�� F} i 1111111 t Walla IIY,II II�!I_11 . s, °1E11III,II ILII HIM HI Mil 11 1111111 ■ 1111111:lill �1©'� �� a:.I.. -.ui i to ot-.•,.� n! 1IH11111i lii` na 11111.1:1. 1111(4 111 1111111 j.win �ItCEC111_�i•��� im ■ a a-.-- Hliii is -R—ui`m rel ._ill. ;1 1 s ma_____� —0�■ I.ta =i�i�t�� 1 Las= a _� . i '8_E3e" tttttt - _ - - ww• _ DCII / oma_ aritoic urn ma =Ina �w�.,���11w'rfiRlm+ {nl,'tttllY/Ilunia-{ 13WR &_Itaw n't=iItIil111G 1 1lUt ��ISiI n! u'nnl. . , =a10:1111111:1 , unr.nu!!u.-_m11M1: 11 1111:11111. II�>fl/�IIII 11i7!iil® 1111111 411IL a) ® Scale: None North End Project Sta. 6+28 Begin Project Sta. 0+38.09 gaga hatra Utilities Director of Engineering LEGEND 70f0 o UP • 0 Jot�S •O� o ni H WV • 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 a <bolo e EJB 1912 Light Telephone Box Electrical Junction Box Contour Line —.—._._._._._._._._._._ Flowline - - — Property Line CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA -800-331-5666 ib�`"i�t%v-'!' ZX At, ice%L1 Hastings City Surveyor �-t/- zoos' Date INDEX OF SHEETS SHEET NO. 1 SHEET NO. 2-3 SHEET NO.4 SHEET NO. 5-6 COVER SHEET PLAN & PROFILE SHEET JOINT DETAIL CROSS SECTION SHEETS SUMMARY OF QUANTITIES ITEM ESTIMATED NO. DESCRIPTION QUANTITIES UNIT 1 Build 6" P.C.C. Concrete Pavement (47B) 2 Build 6" P.C.C. Integral Curb (47B) 3 Build 6" P.C.C. Driveway (47B) 4 Build 6" Drainage Flume w/Curtain Wall (47B) 5 Remove Concrete Header 6 Remove Pavement 7 Remove Integral Curb 8 Adjust Manhole to Grade 9 Adjust Water Valve to Grade 10 Adjust Gas Valve to Grade 11 Traffic Control NOTES: 2,176.00 S.Y. 1,008.0 L.F. 52.0 S.Y. 137.0 S.Y. 36.00 L.F. 20.00 S.Y. 20.00 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. O4�oa & i® tom? BAWD L s riAtWACKER E-5090 or e �A�gym. L tors 00< •,,,,,,,,,P+0O®?jai is, ifitettati„ Hastings City Engineer it-zr- toot Date A CITY OF HASTINGS, ENGINEERING DEPT. 00 Project CEDAR AVENUE - 14TH STREET NORTH 488.47' Proj. No. Description Design By Drain By R.G.D. B.B. PD 2005-6 COVER SHEET Dote 4/2005 Approved�� Contractor Drn. No. 1 of 6 24 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 0+38.09 to 5+05 LT & RT 2176.0 BUILD 6" P.C.C. INTEGRAL CURB Station to Station Side Lin. Ft. 0+38.09 to 5+10 LT & RT 1008.0 BUILD 6" P.C.0 DRIVEWAY 47B Station to Station Side Sq. Yards 1+19 to 1+63 LT 52.0 REMOVE CONCRETE HEADER Station to Station Side Lin. Ft. 0+38.09 LT & RT 36.0 NOTE: 1. Approximately 472.0 C.Y. of excess excavation shall be derived from the construction of this project. All excess excavation shall be spread out on adjacent lots and graded to drain. 2. Drainage Flume Quantities and Details are shown on Sheet 3. SCALES: 1" = 20' HOR 1" =2' VER T.B.M. = F.H., NE Cor. 14th/Turner SE Bonnet Bolt Elev. = 23.44 e O O co O th 4-' U yQ 2, o L 2R F CO .g s 2, tic4 2,00x4 2,F 6,46 s 2 Vs `2s 404 0 '?0.26 FL 'm ? 8 O Exist. 1 9•6,to 6 mi i0 OI O 87 C 1-58% _ 0.06 CL 90 F 6 O 00 O 19.85 FL ae 0 0.5% 2011 CL O /0 F 66 C / 19.' 0 FL Ex. 20.25 TC Ex. 20.47 TC 19.97 FL M 0 FF O 89 0.3793% 2035 CL 20.16 FL In 0 19.:, CL 20.26 FL 79S 19.85 FL o ?o /0 • /o • RF 0 T N' ,c2TN' 9s m� 18.82 TC 18.32 FL 0 18.gs CL 18.32 FL 2.35% 2.35% 2.35% Lot 11 5 F 75.0' 6 17.64 TC l 17.14 FL 17.50 CL u 17.14 FL 'CO Lot 10 16.47 TC 15.97 FL 16. 3 CL 15.97 FL 75.0' /s o 15.29 TC 14.79 FL Cedar Avenue 15.15 CL 14.7FL Lot 9 7v 0 .So 14.21 FL of 14.57 CL of N 14.21 F 7 (<> 14.32TC 14.' 13.82 FL 13.15 FL 14.T CL 13.95 CL 9 �t Lot 8 PI Sta = 4+61.41 N = 1461.30 E = 1002.18 I = 00'32'53"R 88.14' Ch. o 6, / / PI Sta = 0+38.09 N = 1037.97 E = 1002.34 I = 06'11'38"L a 9 ,Doo .6s T.B.M. = F.H., NE Cor. 14th/Cedar Elev. = 22.24 /0 F 100.0' Lot 1 20.66 TO 1+00 20.76 TC 79 / F 2R N 20.35 TC ISO 85.0' Lot 2 17.64 TC ..> O 50 85.0' Lot 3 16.47 TC / F, 666 3+00 /6, 0 6v 15.29 TC 7S) 85.0' ,S F Lot 4 `S9 14.71 TC N m 0 bc ^�0 �x`92 13.71 coi O 1385CL awlO 13`66 13.80 C /� 0 00 2 FL 1 .75 FL 13.71 13.66 49.6). 14.32 TC 14.25 T 21.21' ros 4+00 0 / Lot 5 13.64ACL o 0 0 13.58 0 6 N 0 13.41 FL •9 13.91 TC v m 80.18 Ch. 13.28 �U co / \ V_ \ V 5' IM. Curb .3 '\$. 1f1 co 76' �F 12.76 12,56 FL 12.76 A\ CITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project CEDAR AVENUE - 14TH STREET NORTH 488.47' Proj. No. PD 2005-6 Description Construction Plan near ay R.G.D. Dote 4/2005 Coniroctor Drown By B.B. *roved at Dm. No. 2 of 6 22 20 a) O t.) 0 :n JO J 0 eo% 0.50% VPI• STA •- 1+25:00 PI. EL' 20:35 g1 •_•0.1 0 g2 = =2:00% CURVE 'LEI\ 0.16% _ '0.00' q VPI - STA ' 1+50.00 VPI ' EL •- g1..= -2 g2 -2. CURVE •LE 19.85 00% 35% V• = •0.00 24 22 20 18 N • a. Ha.- 16 14 12 VPI • STA '_ ' cb+so.00' VPI S 0 0 VPI' EL =' 2 .06 VPI. E g1"= 1.60% g2 = 0.50% CURVE LEN t _ '0.00 g1 = g2. = CURV E 0 Ptoposeii:Grace Existing Grad N _J .r, 0• 0• •in C3 - r7 ft VPI. STA: _: k+f;i:41 VPI. EL: _::1 g1 = -0.5 g2 = -1,5 CSLRYLJ .ESL 3:67 ='000 VPI: STA :=:5+05 00 18 16 14 12 10 VPI STA = '4+00.0 VPI EL = 13'.98 g1 = -2.35% g2 = -0.50% g1 .=. -1.54% g2 ._. -0.98% CURVE :LM :_ :0.00 CURVE' _EN '= 50:00 = 27.1.3 E = 0. 2 10 8 a W 2 0. 0) W 2 o_ ra o. 41 2 Oa W a. 2 w.8 ai 0 0, of cn 0 N 3 8 38 CO CO a8 g ri CD ro t0 ro n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 20 Lot 10 75.0' 7 TO 15.29 TC Lot 9 61. 14.71 TC 0 1 14.32 TO 14. Lot 8 PI Sta = 4+61.41 N = 1461.30 E = 1002.18 I = 00'32'53"R 6 9 /0 Ca FL 13.71 13. 6 17 FL 3 CL 7 FL 7 TC 14.79 FL Cedar Avenue SCALES 1"=20'110R 1"=2'VE 15.15 CL 14.7Q FL 15.29 TC /S j 85.0• /3, F Lot 4 •49 14.21 FL 13.82 FL 13.j co 0 14.T9 CL 13.95 CL 1385 CL 13.;30 C 7 F 4O 0 0 13.66 .596% 68.14' Ch. 13.91 TO -9R 7R 0 Lot 5 o \ J 0 / '8 Lot 7 12.76 12.56 FL 0.976% 12,07 FL 12.76 Lot 6 2o0/ 1'2.27 6+c0 2 112.00 11.80 FL Ci 12.00 / m= 40 vR NOTE: Flume Detail #5 Re bar at 48- On Center Section BUILD 6" DRAINAGE FLUME W/CURTAIN WALL 47B Station to Station Side Sq. Yards 5+05 to 6+28 LT & RT 137.0 1. Approximately 472.0 C.Y. of excess excavation shall be derived from the construction of this project. All excess excavation shall be spread out on adjacent lots and graded to drain. 2. Drainage Flume shall be 10' wide, reinforced, and have an inverted crown. Build Approx. 5' of Integral Curb at South end of Flume and a 2' deep Curtain Wall at North end of Flume. See Detail. . e 101111I11q.�OFaeEoSaS/04 940, aI q` m a 2 s s�o DAVID L E WALKER • zs CITY OF HASTINGS, ENGINEERING DEPT. 0 C3 Project CEDAR AVENUE -14TH STREET NORTH 488.47' Proj. No. PD 2005-6 Den iOwn Construction Plan Design By R.G.D. Dram Bi' B.B. Date 4/2005 Contractor Dm. No. 3 of 6 20 18 VPI. STA • =• 4+61:4 VPI- EL = 13.67 91•= -0.50% H 0• 0 g2•= -1,54% CURVE LEN •= • 0.00 18 16 14 12 10 W Excting Grade 1n• + t 0 o_ No Dosed -Brade 1, 549; -0.98% VPI *STA =• -4•+00.00 VPI -EL = "1"3.98 Flume and Grade to Drain g1 = 2.35% g2 = 40.50% o. . . . . p . U) .....h.. ate' CURVE IN = 50:00 1< = 27.13 E = 0. 2 VPI• VPI • TA •- • 5+05.00 .ca L • 13:00 gt "I =1:54% g2 • T -0:98% CUR*E.LEN = O.JO EDP: STA : : 6+ 0 16 14 12 10 8 w 0 Eaw 6 4 ra W 8 ro 0. en•a 2 „J o- N W cL 3 0. .6. µ1a M W 2 a w 2 a- o,•a W 0- a 4 ro 8 ei 181 N N N 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 10.2' o 0 11' 0 m o 0 11' 0 Ced ar Avenu e o 0 11' 0 o o 0 11' 0 w 11.2' 10' T 0 20' NORTH Scale: 1"=20' 0' 20' 60' N 10' In H////I/I ,,,s,QQOI:E °0000 I o,.. St" =moo DAVID L tc�' 5�a WACKER ;=z tro% E-5090 S.d.% v,; 0�14 LSA �9s�®emoe f GF CITY OF HASTINGS, ENGINEERING DEPT. 0 Project CEDAR AVENUE -14TH ST. NORTH 488.47 Proj. No. Desaiption Design fly Drown By PD 2005-6 Joint Detail R.G.D. Date3/2005 Contractor B.B. � /&$t Dm. No. 4 of 6 O o 10' 9' 0 10' 10' 8' 10' 0 0 0 20' NORTH Scale: 1"=20' 0' 20' 60' N 10' In H////I/I ,,,s,QQOI:E °0000 I o,.. St" =moo DAVID L tc�' 5�a WACKER ;=z tro% E-5090 S.d.% v,; 0�14 LSA �9s�®emoe f GF CITY OF HASTINGS, ENGINEERING DEPT. 0 Project CEDAR AVENUE -14TH ST. NORTH 488.47 Proj. No. Desaiption Design fly Drown By PD 2005-6 Joint Detail R.G.D. Date3/2005 Contractor B.B. � /&$t Dm. No. 4 of 6 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 40 00 30 00 20 00 " " 10 00 10 00 • * • 20 00 30 00 40 00 50 00 60 00 70 00 SPA SIGN E:4 RTHWOR RIGINAL SIGN• E • H I HWO ESIGN FILL- -AR T • AREA. VF ye: 34 VC. —.4.t3 54: C.Y. C.X. 0 IGINAL ESIGN E O 1GINAL GU ::AREA ESIGN E RTHWOR RTHWOR A- =0.00 "41-3.:80: 0•00•••• RIGINAL I ESI:GN: E O I:GINAL FILL: AR T: :AREA: VF RTH WO:' ESIGN: E RTHWOR -2-n-cro O IGINAL RIGIN:AL: EL. .17j11 ESI N- E FILL CUT RTHIWOR A. =0;00 Ac 0.-00 0.0.0 0. -Go ESIGN: E kRTHWORK All Vol me Qu ntities re a ru ning:tot Project CEDAR AVENUE -14TH STREET NORTH 488.47' 70 00 60 00 50 00 40 00 30 00 20 00 10 00 20 00 30 40 00 50 00 60 00 70 00 70 00 60 00 50 00 40 10 00 10 00 20 00 30 00 40 00 PD 2005-6 Cross -Sections Denn Dote R.G.D. I 4/2005 Drawn En/ *roved B,B. 70 00 60 5. 50. • • 5 15- on ......... 1 0 00 90 OR ......... 15 00 moo 2000 ......... 15-00 :OR 00:::50 00 40 00...30 00:::20 00 1:0.00 10.00 20 0 1-- x1 • 9 .ot . Sills •=41+00 ORI:GENAL: =:11:.92 d ......... Ca f r- .to r-. . C51 CIRIGINAL• EL • 12.44 STA.: 5+05 End:CUI-cle-sac Total:Cut tett 52924 -CN . Total:Fill: - 57;80 G.Y. Excess Excavation - 472.0 .0 —J J 0 LL H 00 CO �o XD 4- o tri 5,ra cei cei ..- 1-• t- 10.00 20 no 4 15- 00- in on 70 00 60 00:::50 0 M. 00 40 00 30 00:::20 lent - + 1PO 1CHIGINAL. --=-13.24 DESIGN: EARTHWOR< FILL- AREA =5:10S F. 00.30 00 40 00 50 0 CY. CU T :AREA • .2:2.23: : :F: ...... VF- =42 99 • C. VC -=:527:18: ......... 0 Oa to co filitik 4t81;41- MIGINAL L. -1379 DESIGN: EARTHWORK FFLL: -2;00 :S.F CUT .MEA . -74i. .3E. VF" -37.90: C.Y. VC -47 AD .C..Y. 00 10.00 C 10 00 20 —1 05 00..30 00 40 00 50 00 60 00 70 15 00 1 00 00 00 15-00 AD 0Q:::60 1 00 90 00 -1500 1�O0 90_00 •1 00 1 00 Volume 00 70 00 :00:: • 5 I- \c50: 61.30: 70 :50: 00:H60 15- 00 jOE 00 00 1500 00 50 00 40 00 30 00 20 00...1.0. 00 10100 20 00 30 00 40 00:::50 00:::60 00 • 70 15.O0 00 SPA. -111 + ST. 1 0 D RIGINAL: EL• -11- 8 ESIGN: EARTHWOR HILL AREA- --=-0.-UU CU:T: AREA- -=-0 VP 0:.0:0 :VC: 7.7: a DO: : : : 8 ......... • • • • 10 00 6 ......... . 00 15-00 Quantities are a 00 70 moo on running 00:::60 total; 00 50 00 40 0Q...30 00:::20 SPA +150. OR D 00...1.0 GENAL- EL- -11- 5 ES N EARTHWOR FILL AREA: -=:0.:00 CUT- AREA- =0:00 -VC -0.00- 00 10. 4 lare/P4', DAVID -2..; 1s4 Iv:5797 • " ter ' .• • moo - ......... 5.00- 00::::20 5000.:::6:0100 Q0...3000 40 00 70 00 CITY OF HASTINGS, ENGINEERING DEPT. 0 Ci Project CEDAR AVENUE -14TH STREET NORTH 488.47' Proj. No. PD 2005-6 Desaiption Cross -Sections Design al R.G.D. Date 4/2005 Contractor Drawn E./ B.B. 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