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HomeMy WebLinkAboutPD2006-1QUAIL RIDGE AVENUE -EXTENSION 390' NORTH End Project Sta. 103+89.76 Begin Project Sta. 100+00 oeclia4444 Paving District 2006-1 Utilities Director of Engineering LEGEND x O UP • • FH H WV H 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 # Light • O °6 Telephone Box 0 EJB Electrical Junction Box Contour Line — Flowline Property Line 1912 CALL BEFORE YOU DIG OF 1 -800 - DIGGERS HOTLINE NEBRASKA 331-5666 Hastings City Surveyor J'•li • tado4 Date INDEX OF SHEETS SHEET NO. 1 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 QUANTITIES UNIT 1 Remove Concrete Header 2 Build 6" P.C.C. Concrete Pavement (47B) 3 Build 6" P.C.C. Integral Curb (47B) 4 Build Concrete Header (47B) 11 Adjust Manhole to Grade 12 Adjust Water Valve to Grade 13 Adjust Gas Valve to Grade 14 Traffic Control NOTES: 31.00 1,431.0 771.8 31.0 1.0 1.00 1.00 1.00 L.F. S.Y. L.F. L.F. Fach Each Each 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. Hastings City Engineer /Ls/zooms' Date CITY OF HASTINGS, ENGINEERING DEPT. 0 Project QUAIL RIDGE AVENUE - EXTENSION 390' NORTH Proj. No. PD 2006-1 Description Design By R.G.D. COVER SHEET Date 2-2006 Contractor Drawn By B.B. Approved Drn. No. 1 of 5 1930 > SCALES: 1"=20'HOR 1"=2'VER a ssocoN H OP. CO CO i 0 1' U,, • 9 9 192`7 292 97D2 t 925r S '572 x existing 8" sanitary sewer main •©9 (Cs T9 O O N 0 a- I H- 0 W O� O O n- O CO CD s+ ICO N 113 co -4 , o 0 23 49 TC_Ex -67 0 0)23.02 -FL Ex. QUAIL RIDGE AVE.:792 99+00 2-- 0 NIl IZ3 WO O P •0 Ci F, F? proposed 8" sanitary sewer mart,'' 1922 79 9 F 1927 EQUATION STATION - STA. 101+40.80 = STA. 0+00 Prop. N=9711 029..g76 0.00 I I 23.69 TC 23.51 TC 23.15 TC 23.11 TC EOR 22.97 TC 22. 111923 TC 92 22.78 TC 22.68 TC EOR 22.56 TC • LonIzo pS(Y o CAC omzu p11 113 0o( proposed 8" sanitary s Prop. N=1389. E=97{0. 2 0.00 0o 22.31 TC er "o�n 22. TC rn 0.68% r %2 ___ 23.19 FL 1e 2k50 CL 0.72% 23.01 FL 23.32 CL , w Ie 22.65 FL 22.61 FL EOR 22.96 CL 92 CL EOR x 22.47 FL 22.86 0.72% - FL _ 2 CL 0.5% 22.28 FL 22.50 CL 22.18 FL EOR 1� 22.49 CL EOR 22.06 FL x 22.37 CL 0.5% w 21.81 FL t° 22.12 CL 21.56 x 21.87 CL 0.5% 21.31 FL 21.62 CL 0.5% N 1� 920 r' 23.37 CL Ex. - 0.72% 0.5% �- 0.5% _'. 22.69 CL 22. 0.5% VPI 100+25 ° 23.19 FL 0.72% 23.01 FL I\ 1 72 0+06'p 1 22.65 FL 22.61 FL EOR 1.13% \ v v .) 0.08% N iv N e I\ 22.18 FL EOR F 1 102+0 22.06 FL 0.5°�° a QUAIL RIDGE AVE.! 21.81 FL I Ca 103 21.56 0 L o.5°i° 21.31 FL o.5°i° _` j° 23.03 FL Ex. 23.47 TC Ex. N iv 0.72% J 0.5% i N� 0 9 0.64% 1 00+00 7-> 0mz-u p II II OWco. NOTE: 1 2 .69 TC 23.51 TC NEW 8" WATER MAIN 23.15 TC 23.11 TC 7'-0" x 0mz-u <C '0 II II O 0 p 1. Contractor shall drop curb at intersection for handicap ramps. Location to be determined in field by Engineer. 2. Approximately 665.0 C.Y. of excess excavation shall be derived from the construction of this project. All excess excavation shall be property of the City of Hastings. A haul site shall be determined by Engineer. 7' 0» *97 1925 Z► 4; Q prop. son. swr:"4ervice 9 2R 0 cn 0% 1.68% 0 m I- CO" V H N CO V C) wN <n011.61% -i m 01 N Z m N N 1 1 + 2% < 19 2% w :a 2% N C.0 N N Co CO 11 r - N 0 m I- N CO H 22.68 TC EOR N 4) O CO 0 N co is co 0 N CO Cm CO H N CA) 22.56 TC 79 22.31 TC BEGIN PROJECT PD2006-2 TA. -.Q+35.5 prop. son. swr. service 22.06 NEW 8" WATER MAIN TC BUILD 6" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 100+00 to 103+89.76 LT & RT 1431.0 100+00 to 101+25.30 RT 137.0 101+56.30 to 103+89.76 RT 245.0 BUILD 6" P.C.C. INTEGRAL CURB Station to Station Side Lin. Ft. 100+00 to 103+89.76 LT 389.76 100+00 to 101+25.30 RT 137.0 101+56.30 to 103+89.76 RT 245.0 REMOVE CONCRETE HEADER Station to Station Side Lin. Ft. 100+00 LT & RT 31.0 7'-0" 21.81 TC 0mZ-U c,ll II 3 WWp PpcvW 22.11 FL 21.4 .11 FL 22,61 TC BUILD CONCRETE HEADER Station to Station Side Lin. Ft. 103+89.76 LT & RT 31.0 1924 ADJUST MANHOLE TO GRADE Station Side 101+40.80 LT A\ CITY OF HASTINGS, ENGINEERING DEPT. '7/ 0 Project QUAIL RIDGE AVENUE - EXTENSION 390' NORTH Proj. No. PD 2006-1 Description Construction Plan Design By R.G.D. Dote 2/2006 Contractor Drown By B.B. Approved BY Dm. No. 2 of 5 T.B:M. =-PK Nail -in Conc: Joi Sta: 98+55.28 T.B'.M. = PK N i I in 'Conc. 'Header -Sta. 100+00 Elev. =.192261 Elev. =.1923.37. 1930 1928 1928 1926 0 1.0 o (Ni 1 0.52% O O II VPI STA -= 100+25.00 VPI ' STA '= ' 1 01-+05.30 VPI 'STA = 1 01+76.30 VPI EL = - 1923.50 VPI • EL '= -1922.92 VPI EL = t922.49 g1' = '-0.72% g2 -=--0:7.2% g2 - -1.13% II 1924 1922 1920 1918 1916 1914 1912 Imo-• 0 0 03 J V1 0 0 m CURVE -LEN- = -0.00 CURVE -LEN- = 0.00 g.1 = -0.08% ge = -0.50% CURVE -LEN _' 0.00 0.52% -0 77% Existing Grade VPI -STA- = 10.1 +40.80 VPI -EL = -1922.52 rJ1 = 1-.13% g2 = =0.08% CURVE- LEN = 0:00 Proposed Grad 98+00 8+50 W 0 w 99+00 9+50 x Cr) C7 CO - N a0 -N CO CO CO CO N AN 100+00 0+50 w 2 a 01 +00 • C, Q Q. 0) w2 `2 a w 0- 1+50 102+00 2+50 w M M a 2 a n CD 01 00. 0 II 103+00 07• w 2 3+50 X Cfl CO O 104+00 1926 1924 1922 1920 1918 1916 1914 1912 130.0' -Imlz o s 0 CD 7:3 CO O LA 00) Prop. N=1129.76 -970.44 0.00 130.0' W 130.0' Omz'U p II II 3 OOCOW 0 NORTH Scale: 1"=20' E> 20' 0' 20' 40' 60' T N o C; O) w l co OI M cCEL , T- 0 Q z 1— w# I Prop. N=1389.76 .4) E=970.12 0.00 Existing Quail Ridge Avenue U) U) U) U) i` 100+00 O -4Tnz-o omzv � il4ll O Ou II O WCoO Op O (O iji coLo OPy Oro coO O W U) a) a) _1 0 omz o 611 II 3 O0 O O O) W N O w J C CC U J_ D 104+00 CITY OF HASTINGS, ENGINEERING DEPT. Project QUAIL RIDGE AVENUE - EXTENSION 390' NORTH Proj. No. Description Design By PD 2006-1 Joint Detail R.G.D. Dote 2/2006 Contractor Drown By B.B. Approved/ Drn. No. 3 of 5 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 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 1g3n no q.-in.on i q3n. no - q30- 00 1 0 0 • ill • q-75 00 1 00 + 1 01 + 40-.80 1q75_00 1 q7n an : : : : • • • • 22.36 FL • • • . . . ....... . . . . . ......... . . . . ......... • • • • 22.52 CL • • • • I 22.36 FL • • • Ca LU 4 C% Ci 125* 00 1 01 ± 0000 q70 on 1q700 40.80 1 q7n no ORIGINAL- E_ -1923.37 L......m..o...o...a.........m1......o. DESIGN CUT EARTHWORK FILL AREA AREA =0.00 -1 5-.5 S.F. ORIGINAL- 101+4000 EL_ ESIGN EARTHWORK -1923.33 VF -0.0.0 VC -4 C.Y CUT- FILL AFREA AREA VF =�0.0 VC=i4;04 =0.00 =44.87- C.Y. .F. 99 lq-.3o no 1q-79 nn qs-in_on • _es. -99- igTio n •_ I 22.65 FL • • • 0--' N c.i 22.65 FL ' • • 23.15 TC • • • q.3n- on • il IP (420 on 50 1q.20 no 1700 ig9n n-o ORIGIN-AL- SOPA =s EL. +50 -192-3.04 OVA ORIGINAL DESIGN El: E 101-+06 =19:23.41 RTH:WORK DESIGN EARTH:WORK FILL AREA: CUT AREA =0.00 -0.00 Vf- -U.UU VC -0.00 CUT FILL AREA AREA VF =13 VC =79 =0 00 =37.15 S.F. 75 C Y 07 C Y. 9999: I 1q.-io no q:-3n no g n on 10-0 ig.-io no ..••••) k I 23.01 FL 23.32 CL • • • 23.01 FL - q-75 00 100 STA = EL 00 -19:22.81 .00: 50 iq20no q n on + 50 iq2n no ORIGINAL STA, ORIGINAL DESIGN =100+50 EL_ EARTHWORK =1923.37 DESIGN EARTHWORK FILL AREA CUT AREA -0;00 --0.00 VF =0.00 VC -0.00 FILL CUT AREA AREA VF =11.87 VC. = 26 =4,05 S.F. =19.22 - C.Y. 8-8 C.Y. .F.- q.-3n on . . ... wo - t -Qi, a" . „,.... . - • • - - .... - - -g- 1q0 9-.30 00_ 1930 on 9810:0 I 1q75 no _____-------c175 00 I 55.28 + :25 1P25 no 7. . • • • 23.1•9•FL• • • . . • 23'.50•CL • • 23.1•9•FL• • • • 23:.69:1t : : q29 00 1D0 1q70 n , 55-.28 50 00 60 00 70 192 0 ± 25. 00 q2o on 1q7n on 6,10A =100+25 .. Fl . -7-71922 61 ORIGINAL CITY OF HASTINGS, ENGINEERING DEPT. L__J DESIGN EARTH:WORK FILL AREA CUT AREA -0.-00 =7=0.00 ORIGINAL DESIGN FIL_ E_ E A:REA =1-923,36 RTHWORK =10.79 S.F. Project QUAIL RIDGE AVE - EXTENSION 390' NORTH PrOp No. PD 2006-1 70 00 60 00 50,00 40 00 30 00 20 00 10.00 VF =o.00 VC =0.00 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 CUT 00 10.00 AREA VF =4.99 VG =1 =14:51 S.F. C.Y. 6-5 C.Y 1000 20 00 30 00 40 00 Description Cross Section Pan Design By R.G.D. Date 2/2006 Controctor Drown By B.B. Al:1"vslOdeal Dm. N°. 4 of 5 70.00 60 1 q25 no 00 50 00 40 00 30 00 20 00 10. I- L1.- 073 M &-T\-1 C. 1, 1000: 20 Li ' P- *&)-. z-m--&-1 00 30.00 40 00 50 00 60,00 ' 70 925- 00 00 70,00 60 00 50 00 40 00 30.00 20 00 1-0.00 C 10.00 20 00 30 00 40 00 50 00 60 00 70 00 10:3 1....___==,....................4 1q20 00 103 1930.00 9:3a oo • RIO 50 1g-1-5 OG ORIGINAL STA =103+50 E_ =1921.95 1915-.00 i .50 1975.00 . 925 00 1D5 00 105 + 00 DESIGN MI CUT EARTHWORK -AR-EA- AREA =2.42 S.F. =3-9.14S.F. 1920 00 ORIGINAL SVIA, =105+00 EL -19-23.51 9 7O()fl VF =-1-4 VC 630.61 87 C.Y.DESIGN C EARTHWORK FILL AREA CU.T AFREA VF VC -0.00 -0.00 -0.00 o.00 1q25o0 14..V4 . . . 21.56 FL • • • . . . ...... 2t.87 CL 1q25 00 10:3 • il il • .--- 0 1 '9•30 0 13O0 1700 0 1q15 OC. SIPA ORIGINAL =103+00 EL. - - 1923.30 1-q15 on 00 104 1q29 00 - 9 5 00 104 DK CUT ESIGNEARTHWOR FILL AREA AREA VF =70.00 =0;00 =78.18 SF S.F. 50 C3W DESIGN N-AL EARTHWORK FILL AREA - ..... 50- c)- n- o s, _•=•1•92.5.2 =0.:00 1g-70 VC =521.98 C.Y. 19:30 0 CU I AREA VF =0.0.0 VC =0.0,0 0.00 1q2500 22.31 TC : 21.81 FL • • • -1 0 CV CV CV • II II 102 • n 0 ........ 102 + .50. 104104 •. • .._ti lit 9 5 0 0 • - EARTHWORK + L -1923.41 lisesureed OFIGINAL DESIGN + 50 • ill I 6 CUT. hILL ANL/0\ AREA VF -0.00 VC -379.01 -.0.00 -7.6.23 C.Y. .F. 00 191-5 nc ORIGINAL- DESIGN =A -1-04+00 E_ EARTH-WORK FILL AREA CUTAREA VF =0.00 VC -688.05 -1-92306 =0.-00 --0.-00 C.Y. 00 1q15 On 1930.0 1 q.30 00 : : :DAVI Eiii: 1q25 n 22567C • • • 22.06 FL • ...... 22.37 CL " 22.06 FL 22.56•TC • • • 1q75_00 1925 na 22.61TC. 2211 . FL .... CV & . . . ..... 22 • .1.1•FL. • 22:61•TC • • • 9.25 0.0 • • E- -: ° • . / * i , r '1 102 '2000 :102 00: 00 10:3 + 8g..76 70,00 1920 or92 191-5 or 60 00 50 00 40 00 30 00 20 00 30 00 40 50 00 . 00 60 _ _. . . ...................... on 00 70 1015 0 103 + 89 :76 00 • il II III -1\ 6 ORIGNAL DESIGN CUT 00 10.00 it =103+05.70 EL EARTHWORK FILL- AREA-0.00 AREA VF -1.7.11 VC -687.88 C =1921.5,5 -38-.6-5 C.Y. -c.y 10.00 S.F. 20 xvirA ORIGINAL L CUT =102+00 E_ ESIGN :EA:RTHWORK FILL. AREA AREA -1923 -0.0C -58.45 25 S.F. 00 CITY OF HASTINGS, ENGINEERING DEPT. L----) Project QUAIL RIDGE AVE - EXTENSION 390' NORTH Proj. No. PD 2006-1 70,00 60 00 50 00 40 00 30,00 20 00 1-0.00 VF - VC - 2 5 C 0. 00 4 . 31- 0 . Y. 10.00 20 00 30 00 40 00 50 00 60.00 70 Description Cross Section Plan Design By R.G.D. Date 2/2006 Contractor Drawn By B.B. APPrcNed BYPOI Dm. . 5 of 5