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HomeMy WebLinkAboutPD2009-1OSBORNE DRIVE WEST 305' NORTH, TO 713' NORTH Paving District 2009-1 LOCHLAND AREA p SAL I INURE AVE LOCHHAND c. . CLUB HOUSE Burlington Avenue / Highway 287 Ma North Scale: None Utilities Director of Engineering LEGEND 'o0 'o O UP • 0 It •0> o� H WV HGV `-3a-a 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 O 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./zoo9 Date INDEX OF SHEETS SHEET NO. I SHEET NO.2 SHEET NO. 3-4 COVER SHEET PLAN & PROFILE SHEET CROSS SECTION SHEETS SUMMARY OF QUANTITIES ITENI NO. DESCRIPTION ESTIMATED QUANTITIES UNIT 1 Build 8" P.C.C. Pavement (47B) 2 Build 6" P.C.C. Flume (47B) 3 Build Concrete Header (47B) 4 Remove Concrete Header 5 Remove Concrete Flume 1,628.00 5.0 36.0 36.0 22.0 6 Traffic Control 1.00 NOTES: S.Y. S.Y. , L.F. L.F. S.Y. L.S. 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 2007 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. Hastings City Engineer Date CITY OF HASTINGS, ENGINEERING DEPT. 00 Project OSBORNE DRIVE WEST 305' NORTH TO 713' NORTH Proj. No. PD 2009-1 Descdplion COVER SHEET Design By Dote 744647 Contractor 1944 1942 1940 L 35.97 BUILD 6" 47B CONCRETE FLUME Station to Station Side Sq Yds 13+10 (24' x 6') LT 16 *Note: 6" Curb Shall Be Dropped for Flume on the West side of Project N' TC 36.60 <) r u SB'S£6i 10 Existing 8" PCC Pavement CL 36.33 V SCALES: 1" = 20' NOR 1" =2' VER w r OD rn n: Begin Project Sta. 13+05 Prop. N=15595.16 E=15333.78 1935.44 FL 36.10 TC 36.75 TC 36.90 REMOVE CONCRETE FLUME Station to Station Side Sq Yds 13+10 RT & LT 18 *Note: Waste Extra Excavaticn on the West side of Project TC 37.05 TC 37.20 TC 37.35 BUILD 47B CONCRETE HEADER Station to Station Side Lin F 17+12 RT & LT 36 TC 37.50 FL 36.25 FL 36.40 CL 36.46 CL 36.61 S 13+50 14+00 FL 36.10 FL 36.25 TC 36.60 CL 36.76 14+50 FL 36.40 TC 36.75 TC 36.90 REMOVE CONCRETE HEADER Station to Station Side Lin. Ft. 13+05 LT & RT 36 NOTE: THERE ARE BURIED UTILITIES IN THE VICINITY OF THE PROPOSED WORK. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITY COMPANIES BEFORE COMMENCING WORK. NEITHER THE OWNER OR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITY LOCATIONS BEING ACCURATELY SHOWN, OR NOT SHOWN ON THE PLAN. FL 36.55 CL 36.91 15+00 FL 36.55 8;0' 100' 10,0' TC 37.05 - 40.0--•--io,o--•-.io.o- Joint Spacing Typical through -out Project FL 36.70 CL 37.06 15+50 FL 36.70 TC 37.20 EXCAVATION (Subsidiary to Pavement Items) Station to Station Side Cu Yds 13+05 TO 17+12 LT & RT 257.90 *Note: Waste Extra Excavaticn on the West side of Project EMBANKMENT (Subsidiary to Pavement terns) Station to Station Side Cu Yds 13+05 TO 17+12 LT & RT 25.85 R.O.W. FL 36.85 CL 37.21 FL 37.00 CL 37.36 Prop. N=16003.72 E=15279.47 1937.44 TC 37.65 L 37.15 CL 37.51 TC 37.58 FL 37.08 2 CL 37.44 16+00 FL 36.85 TC 37.35 16+50 FL 37.00 TC 37.50 BUILD 47B P.C.C. PAVEMENT W/ CURB Station to Station Side Sq Yds 13+05 TO 17+12 LT & RT 1628 * Note: 6" Curb will be dropped at 13+05 to 13+11 It -2% 8" P.C.C. Pavement 10.0 6:1 Typical to ROW Note: Extra Excavation to be wasted on West side of Project. 10.0' TYPICAL SECTION 17+00 17+12 FL 37.15 TC 37.65 End Project Sta. 17+12 3( FL 37.08 TC 37.58 5' 5' Prop. N=16003.62 E=15339.41 1937.31 R.O.W. Property Line ACITY OF HASTINGS, ENGINEERING DEPT. Project OSBORNE DRIVE WEST P`oj. No. PD 2009-1 Description CONCRETE PAVEMENT EXTENSION Design BY Drawn By "X" Fire :Hydrant : Bo Station :13+00: Rt. of 1944 Elevation = 1938.18 1942 ......... ......... .. ...... ......... ......... ..... ......... ......... ......... ......... ....... ......... ......... ......... ......... ................. ..... ... ......... ......... ......... ......... ...... .. ......... ......... ......... ..... ... ......... ......... ......... ......... ...... .. ......... ......... ......... 1938 1936 1934 1932 ........ ......... ......... ......... ......... ......... End-Rrejeet Begin Project reposed rade Sta:17+ 12 1940 1938 .................. 1930 .......................... CO o :: ... oma`° : 0 FM .. . o oto "xa .:+00, SCKD 140 07 P +0) +0) ........ ......... ..... ... ......... ......... ......... ......... ....... ................. ..... .. ......... ......... ......... ......... ...... .. ......... ......... ......... ........ ......... ......... ......... ........ ......... Existing. Grade ........ ......... ..... ... ......... ......... ......... ......... ......... ......... .... .. ....... ......... ......... ..... ...... .. ......... ......... ......... ........ ......... ......... ......... ......... ......... 1936 1934 1932 ......... ......... 1928 ......... ......... ......... ........ ......... :....... ......... ......... ........ ......... ..... ... ......... ......... ........ ......... ....... ......... ........ ........ ......... ..... ... ......... ... ........ ......... ..... ... ......... ......... ......... ......... ......... ......... ........ :....... ......... ..... ... ......... ......... .......... ......... ......... ......... ........ ........ ......... ..... ... ......... ......... ........ ......... ......... ......... ........ ........ ......... ..... ... ......... ......... ......... ......... ......... .. ..... .. ......... ....... ......... ......... ...... .. ....... ........ ......... ..... .. ......... ......... ...... ...... . ....... ...... ......... ..... .. ........ ........ ........ ....... ...... .. ...... ......... ......... 1926 0. a 2o.x 6 q ; o 'w O O (0• 01 ch cfo 12+00 2+50 01 N ai co a)rn 1.- a•4 •a 07 6N 0a •% w a1.i aw 9- 1.w. 10.7 .- n (0 . eJ 13+00 ✓ 7 7 O o b4 h V; O a) (O . CO CO CO (0 • (o 03 03 rnm rnce: m.a"'i rn• :63 3+50 14+00 4+50 <144 . .a`•w (.T- O N. 15+00 5+50 ........ ......... ......... ......... ......... ......... ........ ......... ......... ........... ..... ........ ........ ......... ......... ......... ....... ......... 2x oa„ x N co -4- to M N (0 . N. N. N. 0Ch 16+00 6+50 17+00 7+50 1930 1928 1926 18+00 70 00 70 00 60 1940.01 00 50 00 40 00 30 00 20 00 10 00 1 10.00 1936 20 46 00 30 00 40 00 50 00 60 00 70 940.00 00 70 00 60 1940.01940.00 00 50 00 40 Orig_`urface 00 30 00 20 00 1000 10 1937 00 20 21 00 30 00 40 00 50 00 60 00 s Ori `urface �-- •�. • '. 16 FP ° =s +® 3. •rig, _ urface • •• 16 • g- -� - �■,�.,....�.----�����r urface 935 00 + 1935 01 00 50 • 1� '�' OR _ GINAL E �+ J _�� =1936 04 50 00 OR DESIGN GINAL E E''RTHWORK =1936 94 LLL . °A =1.8-� 930 00 DESIGN E RTHWOR 9_30 GO 1930 •1 • • •1 UT AREA =1 ILL ARIA UT ARE A VF VC =16.44 =1.65 =19.7 1.38 VF VC =31.68 3.68 ••• •• •'• I0 ••• •• 19 40 � 1937 06 1936 33 _______________________________ Orig _`urface - �. Orig_`urface a _ v� • . urface OS AU ce •• •• • e� J J� 05OR • •1• "'*��"�� GINAL E =1936 • iilli • • •1 O'IGINAL EL ESIGN E .tDESIGN ".' =1936 RTHWORK 71 1111S • • •/ E°RTHWOR • •• FILL ARIA CUT ARIA VF VC =0.00 =0.00 0.00 0.00 UT ARE VF VC = =16.2 � ' 4.20 � 9.24 940 00 1940 110 940 00 0 1936 91 1940 •ri._Sur ace a Orig_`urface ___� a. _ - • • `urface •• 5 11 '. Sur • •0 J= a �. • • 1 ,�: �. •• 00 00 OR � =13+0 GINAL E =1936 28 • • •• 00 00 • • 91 OR DESIGN GINAL E E ..; =1936 ° RTHWORK . _ 54 • • •• • • of DESIGN E 'RTHWOR FILL ARIA CUT ARIA VF =0.00 =0.00 0.00 UT ARE VF VC = =15.2' 4.57 8.89 VC 0.00 • 40 00 1940 01 940 00 194n •ri._Sur ace ... �,�,..__��„��,� 1936 76 � ••.`urface '_ 14 aOrig_gurface Ori. S ,.f•, :•• 14 •1--� SIR:, e a •• • •1_.r1 �J �, 50 50 S. OR GINAL E E°RTHWOR =1936 05 • • •• 50 50 • • •1 OR DESIGN GINAL E E -- =1936 .tRTHWORK • 42 • • •• • •• DESIGN _ FILL ARIA CUT ARIA VF VC =0.00 =0.00 0.00 0.00 UT ARE VF VC =31.77 � =15.9 3.71 940.00 1940 01 940 00 193661 `urface•• • . aceOrig_`urfaceOrli 14 ��� •��r • • 14 00 SI ORIGINAL E =1935 96 26.74 00 ORIGINAL DESIGN E E' =1936 RTHWORK 27 DESIGN E°RTHWOR • • •• • • •1 '• • CITYOFHASTINGS, 00 ' =0.00 UT ARE ` =18.41 ENGINEERING DEPT. RI' CUT ARIA VF =0.00 0.00 VF VC 2.90 = 35.31 Project OSBORNE DRIVE WEST EXTENSION V( VC O 00 Proj. No. PD 2009-1 DescnPt'on CROSS-SECTIONS Design By Date ibis Contractor 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 4 10 00 20 00 30 00 Drown Dy Ap. •v- j r/ Dm. No. 3 of 4 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 1940 00 1935 00 1930 00 Orig_Surface eras =g,+feria OR GINAL EL =1937 44 DESIGN EARTHWORK FILL AREA =0.41 CUT AREA =26.4 VF X0.24 VC =12.06 Q�ig�urface 940 00 935 00 930 00 C/ 17 12.90 1940 00 Orig_Surface 1937.51 Aft - Surface 940 00 _00y 1930 00 Brea =17+0Q ORIGINAL E_ =1937 32 DESIGN EARTHWORK FILL AREA =0.60 1940 00 19,35 00 1930 00 Orig_Surface CUT AREA =24.0 VF =2.01 VC =39.08 930.00 17� EXCAVATION & EMBANKMENT QUANTITIES STA 13+05 STA 13+50 STA 14+00 STA 14+50 STA 15+00 STA 15+50 STA 16+00 STA 16+50 STA 17+00 STA 17+12.9 FILL = 0.00 CUT = 0.00 FILL = 1.38 CUT = 16.44 FILL = 2.90 CUT = 35.31 FILL = 3.71 CUT = 31.77 FILL = 4.57 CUT = 28.89 FILL = 4.20 CUT = 29.24 FILL = 3.68 CUT = 31.68 FILL = 3.16 CUT = 33.43 FILL = 2.01 CUT = 39.08 FILL = 0.24 CUT = 12.06 TOTALS FILL =25.85 CUT =257.90 940 00 1937.36 V Ori urface Bora =16+50 935 00 OR GINAL EL =1937 04 DESIGN EARTHWORK FILL AREA =1.57 C950 CUT AREA =18.18 VF =3.16 VC =33.43 930 00 ACITY OF HASTINGS, ENGINEERING DEPT. 0C3 Project OSBORNE DRIVE WEST EXTENSION Proj. No. PD 2009-1 Description CROSS-SECTIONS Design By Dote 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 Drawn By Approved Contractor Dm. No. 4 of