Loading...
HomeMy WebLinkAboutPD2006-2QUAIL CIRCLE -QUAIL RIDGE AVE. EAST 513.17' I_ i i�6o ' DE DR5 II IAI III 4 4 4 North Scale: None Me doyYlark LIrcie Lochland Rd West End Project Sta. 5+31.0 Begin Project Sta. 0+35.5 Paving District 2006-2 LEGEND UP • 0 sy ©l FH H WV cv Utilities Director of Engineering 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 • 0 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 49,1,-;; • 3•Ade-Z•e4 Hastings City Surveyor 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 NO. DESCRIPTION ES TIMATED QUANTITIES 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: 2,065.6 S.Y. 1,090.0 L.F. 1.0 Each 2.00 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. Hastings City Engineer 3-Z1 -Z.Od� Date ACITY OF HASTINGS, ENGINEERING DEPT. Project QUAIL CIRCLE - QUAIL RIDGE AVE. EAST 513.17' Proj. No. Description Design By R.G.D. Drawn By B.B. PD 2006-2 COVER SHEET Dote APProved BY 2-2006 Contractor Dm. No. 1 of 5 21.81 FL 22.12 CL QUAIL RIDG 21.81 FL 22.31 TC I 1 C\1 (0 I 1 1 x 0 1 x 0 / / C\.I 5. 0 0 o I (\.1 0 CL. 1 i / I / CD 0 0 0.1 o 60' R .W. I- 0 / CL.. / 6 FL 22.28 FL 22.18 FL EOR 22.06 FL 0.5% 0,5% --- e 2 CL , 22.50 CL 22.49 CL EOR 22.37 CL o.5% _ 0.08% o. 7 ,9, e IV 1O240 " " 0.5% N) 1..) 22.18 FL EOR 22.06 FL - Lo i‘.) 0.5% co---4- co D iiz/C---.). 22.68 TC EOR 22.56 TC r- r - ‹,%.. LUControl ---) 0 Lr) 1 0 <ei il. W I4'0 3 CO C/1)0 . 2 • ri,<°"\::5 . ) ii 3 0 1216.32 • E=1288.45 3 1926.56 x <> , t) 3 to II--- x 0- 0 0 4 LLI 0 •0 ...", 11- •'''b x<> 0 CO tt5‘' / CC + a_ L.0 co -p 71.52' 1...: to ca ...-------- - ......- 0< ..-, ''''''',,, Z F...' 0> a) iG N. 25.98 FL N. Li., (I) \,950or•se Ns. ' 0 123.0' QII I 0 15on' +... Q. .1.573039 123Il .0' 0 ,--4, q3<I, Z. •I p.=o 7761394 123.0. N.03r)". > <> 20' Raduis Pt. .9791 .3299 43.07 C 116.•0 / 9,6. c. 25.48 FL 4 te '5:4 doP. / 'Lb 2'1 Ai ... Y 69.54' -0P s -i71..35 ii_E-mt030_39_ il1 0.00 e up II 22.91 Ts 23.09 TC 23.39 TC 23.63 TC-). 23.83 TC 23.98 TC l 0ri.=r=00101:1) 0 UP II 24II .23 TC 2448 TC . CYL \'13,-.1 0 UP 24.73TC 24.98 TO 25.23 CrOP0 TC 2541 6.R6 n et) .\c) C do ,..F.2 7 , tp o ,,•:. CP 0.65% • - • . • ; 3 L H 25.17 FL 4.98 FL -Ix cl II wet co 1.55% • • • 2314 1 23.64_C 0.5% gt II 0.5% li QUAIL 8 ' Sal7l101y_ se wer inon:L24...L 24 0.5% II CIRCLE ,1 J 2.4.29..CL_. s N. co- t°41 9, \ ..0_.5% .„„_,,ii NE=rftiat 11 -J „..., 0.00 - INTP-i41.47 __. _25_22..CL ii5.29 CL 0 0. F-1543 59 I. c<> k 9 • EQI STA. 1 Prop. N=1129.7 c<.> E=970.44„ 22.65 FL 22.61 FL EOR 22.47 FL 22. 0.72% I 22.96 C 22.92 CL EOR 22.69 CL 22. 1.13% I 1 0 1 + 6870 22.65 FL 22.61 FL EOR :1=, 0.72% 23.15 TC 23.11 TC ;1I4 -1% 1.§9% VPC I4-1 co e. 0,71% if I i _23:AcLerppq.feci VPI VPT el 0.1 1+00 o.5% _ c‘i.* 2+00 if 1 _ I 0.5% I 1 .y‹,..V-. IF 0.5% - 3+00 ...2 ,..,.5..0,CL • 4+00 _ ---ll 5.48 H el H IL% ---,,it. CA H 24198 FL 25.17 CL x iri ta• 7 0.00 ,,, '-'‘,.,-,5+00 FL -•':, - 22.67 L 22.77 FL 22.95 FL 23.13 FL 23.33 FL 23.48 FL 23.73 FL 23.98 FL 24.23 FL 24.48 FL 24.73 FL 24.91 FL 23.17 TC 23.27 TC 23.L5 TC 23.63 TC 23.83 TC 23.98 TC NEW 8" WATER MAIN 24.23 TC 24.48 TC 24.73 TC li 24.98 TC 25.23 TC 25.41 40 40 --,•-:,.. cis 4,,,, ••••-•-, 4 - 1 Cti',0 \ lit•=ofi. 10.99 53-46 I rlr=t11.14 II E=1276.46 li rIr=t11.29 E.1199_46 * II , (71 i e I ---;.., c) Ac -,1, i n % tx" ') t'.' olo 123.0' cb ip . •.5:.) 0.00 it) 123.0' 0.00 0) 43.0 -0,- c.b,0- 69.5413? 6 E=1442.53 25.48 ...%....., 1 Prop. 1 N=1110.83 E=1030.46 0.00 1 i 3 to 0 o 0 1... Q 10 1..7. 3 1 1 x 0 0 0 s... Q 9 to o to X ci... o $... Q 8 6- / 40 4-6, -4- 4-3 .: 3 71.52' . 0 0 0 \ 0 ci... 0 \ 0 q. 7 ADJUST MANHOLE TO GRADE BUILD 6" P.C.C. PAVEMENT 47B 23.19 FL 0.72% 23.01 FL 11` 2.50 CL 0.72% 23.32 CL Station Side Station to Station Side Sq. Yards \ I 4+82.00 CL 0+35.5 to 5+31.0 LT & RT 2065.6 NOTE X I 1. Approximately 1506.0 C.Y. of excess excavation shall be derived from CITY OF HASTINGS, the construction of this project. All excess excavation shall be property of A C) 0 the City of Hastings. A haul site shall be determined by Engineer. ENGINEERING DEPT. BUILD 6" P.C.C. INTEGRAL CURB Project QUAIL CIRCLE - QUAIL RIDGE AVE EAST 513.17' Station to Station Side Lin. Ft. Proj. No. ..:' 0+35.5 to 5+31.0 LT & RT 1090.0 PD 2006-2 -I Description Construction Plan Design By Dote Contractor R.G.D. 2/2006 • \DmwnBY B.B. AfProved BY .. • ,_AL Dm. No. 2 of 5 1932 T B M = PK Ete al( in Cbnc. jai . =1922.61 t:Sla. 98+55:28 ,, ,, T.B.M: PK: il iniCdnb.:He:a er: Sta.:100400 Elev. = 1923.37 :- 8 I 8 g .... . . - - -DAVID L. - -1,.•-'1, ----- 1932 1930 1928 • ••• ,. : : : E.5090 : : ---. :4-40-20 %.0.41:r440!,075.- 4 4', . t . t 4.1.24.644‘ 6,1 • - • - . . . . . . . . ..... 1930 1928 1926--------- VPI -STA =.- -1-+00.00 VPI -EL - -1-923.54 - g 1 - 1.28% - <22- - • .50% _ ..... K = -1 8.21 ---- E - ---- -O. 0 xisting Grade- . • - - • __ - - --, . 1926 • M.11111111"1111111 . . ----- . . ...... . . . ... " • • • " . - . . • . • • 1924 - 1922 1920 ,III • ___ .......- . :-.1•.-03z: . : . . . . . . . . ..... -1.59% I. -P5. 7°. . . . . . . . . . . . . . . . . : • • ......... ..... . . . _ - _..... " " - - - - - - - - - - - - - " - - - - - . . . . roposed taici0 F....ill - . . CURVE. LEN • -----, :00 r,-) -I-- I -I I-- (f) co c\I .0). . ,- [I -J W 1922 - ......... o o iLo c\I . . . . • - o • - 6 - . . . . 0 . • 0) - . . 0 - - Lc) . . . . . . .* " : 1 923.79 1-4-1 L4-.1 1920 1918 0 II -‹ 1-• 0, cp II :_i 0_ \MC :STA: - • - • 11: : : 1„..1 • - . . . . 0 - ' 02 ' • > • - • • u-) . . . . • • I-• • • > LLI . . . . I-- > ......... 111 III 11 1918 1916 •- x W 1914 cn ...; .. x W N Oi A.N 1923.33 Exist: B( *i922.2 :Prop. ........ B( 1924.08 Exist: 1922.90 •Prop.. 1924.90 Exist: 1923.44 'Prop. . . . . . ......... .,:, 14 N L� N 3..... ci. C0 CI) N T.•-• 1925.39 Exist. 11 ci_ Nr 0 T.- 1925.87 Exist: . . . . . . . . ......... 1924.29 •Prop.'. ......... )7 w •.:4- ce) -i- 1924.54 'Prop. . . . . . . . . . ......... 1926.23 Exist: . . . . ......... 1924.79 'Prop. . . . . . . . . ......... 1916 1926.11 Exist: -1925.04 •Prop. • 1926.01 Exist: 1:42.5..29 . . . . . . )7 w a N 4fo ...- 1925.54 Prop. • 1914 -1+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 Control N=1246.98 E=955 76 •1922.66 Prop. N=1259.76 E=970.28 0.00 0 • Prop. N=999.76 E=970.60 1923.10 QUAIL RIDGE AVENUE Prop. N=1170.83 123.0 1 2 Prop. Pro=11p. N=1170.99 123.0' N 71.14 _ _ E=1276.39 0.00 0.00 3 123.0' Prop. P op. N=1171.29 =1171.35 43.0T E=1442.46 0.00 0.00 71.52' Er? N. co 10.9' 10.9' 10.9' 10' 10' ao Q UAIL CI RCL E ao 10' 10' Eo 10' 10' ao 10' 10' 10' Control N=1000.00 E=1000.00 1923.37 CO aD Prop. N=1110.83 E=1030.46 0.00 Prop. N=999.83 E=1030.60 0.00 123.0' 10 1 +00 En Prop. N=1110.99 0.00 2 +00 123.0' 9 En Prop. N=1111.14 E=1276 46 T 0.00 3 +00 8 Er? 4 +00 Prop. N=1111.29 E=1849.46 .0.00 43.0T En Plop. N=1*111.35 E=1442. 0.00 0 NORTH 4016„ Scale: 1"=20' 20' 0' 20' 40' 60' / O 71.52' O O 0 0 H Uo w0 O c; c + 0 Z F- W U) \ 69.54' 10' Prop. N=1141.47 • E=1543.59 0.00 WACKER EWYW90 -Zt-ZoeG`' A\ CITY OF HASTINGS, ENGINEERING DEPT. Project QUAIL CIRCLE - QUAIL RIDGE AVE. EAST 513.17' Proj. No. PD 2006-2 Description Joint Detail Design By R.G.D. Dote 2/2006 Controctor Drawn By B.B. MAS 3 of 5 0 Ea n Prop. 10' 10' Co 10' N=114140 E=1488.69 0.00 10'. 10' 10' Co• En N- 5+00 0 O 71.52' O O 0 0 H Uo w0 O c; c + 0 Z F- W U) \ 69.54' 10' Prop. N=1141.47 • E=1543.59 0.00 WACKER EWYW90 -Zt-ZoeG`' A\ CITY OF HASTINGS, ENGINEERING DEPT. Project QUAIL CIRCLE - QUAIL RIDGE AVE. EAST 513.17' Proj. No. PD 2006-2 Description Joint Detail Design By R.G.D. Dote 2/2006 Controctor Drawn By B.B. MAS 3 of 5 70 00 60 00 50 00 40 00 30 00 20 00 1-0 00 4 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 40 00 50 00 60 00 70 00 -1q30 0 , g.30 DO 1930 o 24.73 TC 24.23 FL • • • .... 24.54 CL • • • 24.23 FL " • :24.73 to: q3n on • • is : : : • 23.1..3. FL• • • . . . ... • 23.44' CL • • 23.1.3. FL. • • • 23.63T•C • Se alk Allik . • imPagm-r----mme imismormaink •: 00: : : 1q70 0 ... IIIIIIIIIIIIIIII .... q -7o no : : :00: : - : • : :00: : : 1970 01 .... q7n on : : :00: : - OR STA OINAL :E :1:+00 . —1924 90 OR A: GIRAL :E :3+00 - -=-1-926 34 DESIGN Cu - E FILL. ARIA: - AREA - - RTH-WOR --:-.-0:-00 . 8.98:. :4 .F. •ESIGN: ...... CU E FILL. ARIA: : AREA:: . . - VF: : - A RTHWOR :.----:-.0.00 105.:81: 0:.00: : : : bE. 19.30 n .... VF . VC ------22 a: a6 . . . _ ':49 q.,-3n_no iq-3n n 1 :ve: : -:87 27. C. -Y. - q -.3n on II :23.:09 TC: .22.59 FL • • • . ... '22.90 CL • • • :22.77 FL — .23.27 rC. Se ...0.J... ... 1-.4_ ... H :4:14H Nr N ii11110.111111111111111111111 ..._i.o... U- F - --- - -- - - ...o..4-... N N lb — . 0 . . AILIBEEIR .. • - . . - A 81 :-:50... IIIIIIIIIIIMIIIIIIIIIIIIIIMOMMNIII I"OM MMUMMMIIMMUMMINM .. :50: . . :50... -1970_0-1 970 on 50 1990 0 , q- n 00 OR SIPA MAL- E 0+50 ::=-----1:924. -8 OR BA: G -IN -AL- -E 2+50 ::=1:92:5 87 D CU Li LI -SI:G• : E:A :ILL: :ARE : : RTHWOR A. : =-0:.0.0 :68:.85: :4 .F. CU ES1GN • E FILL. ARA: - -AREA - A RTHWOR :=-:----0.:00 9-.3.:39: 1930 0 , VC: :=-185.98- -CIY.- 9-30 00 -1930 0 - - Vi-. - VC -=69[83 u -.u.0 • . . C.Y. 93 00 1995 n 22.91 TO : 22.41 FL • • • 22.67 CL • • • 22.67 FL • • • 9 5_00 - :: 0 :: - .... • • 2 • • 24 . 23 TO • • 23.73 •FL 2404 CL :47P • • • .2423 Te 9-7-5440 2 - : :0 ::. ......... ........ . .35.50- : r : :00: : . .1970 0 11111111111111.... ct9 00 00 -1970 o liimmiminimmorini:•..•".. gmi_on- ORIGINAL- -E - -=-1-923 87 OR GINAL:E 2+00 - —1-92:5 39 CU ESIGN - E FILL- ARIA: --ARE-A- - --VP - - A RTHW-ORK :--±-:0.:06 6567: :I 0:.00:::: -.F. ...... CU ES1GN : E FILL. ARIA- - :AREA: - - - -VP - RTH:WOR --=0.:00 - 8:0.:29- .I. a on F. 1q30 n -VC- -=-49.8-6- C. -Y: 930_00 1930_0 VC :53.'02 : C.Y. q30 on - : : D :: - . el . OS - .... : : - :23.:9810 • • • •23.48 FL ...... . . . • " '23.79 CL 1.1\ . , .... . 23.48 FL ..... . . . . . . • • • .23:98 TO 1q20 n , 00 1970 0 , 1111111111111111 :00: ::50::: q7n on ..50.. g90 00 OR STA G -IN -AL- E +00 1923 33 OR SIVA GIN:AL: E 1:+150 .--=1 . 925 22 .,..7.6.P# ,. ' I ,,- A 1 :- 50 00 6000 70 00 DESIGN CU E-RTHWOR FILL ARO AR.I, EA -0.-00 6569 F DESIGN CU E FILL ARA AREA VF: RT A HWOR =0.-00 82..31 10F 0-.00 • CD : tow tkcji 141 • •0 : : . ttt ., CITY OF HASTINGS, ENGINEERING DEPT, L,J QUAIL CIRCLE - QUAIL RIDGE AVE EAST 513.17' 70 00 60 00 50 00 40 00 30 00 0 00 TO VP VC — 1 00 1 0:.00 F 2 C.Y. 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 .1-0 C =38:1.46 00 4 S.Y. 10 00 20 00 40 00 Proj. No. PD 2006-2 Descnpbon Cross Section Plan Design By R.G.D. Dote 2/2006 Contractor orownw B.B. APPnwed Wail Dm. N°. 4 of 5 70 00 60 00 50 00 40 00 30 00 20 00 '0 00 4 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 0 00 4 10 00: 20 00 30 00 40 00 50 00 60 00 70 00 1930 0 1 $ i i 6 * III • • ill W.02 Lri 6 Nc\I tri cm OD tri t tri . (\I N. • :ii? - CO •OD - Nr crl • to Lo .NA1 uuuu .... 111111111111111111 .- 4 ...4._ :6:::. 6::. IMMEIIIIIIMMEMM Mho. 111111111111111.11111111111111111111MMEMEmmommiiiiimmunpismommuna iiimimingszetem • AI • q-20 Is - : :88: : • - : 50: : : 1111111111110111 IIV vi iq20 0 OR 99 : • . : :88::: 9 II I, 111111111111111111 SFPA : GIN AL :E 3+50 - -=-1-924 86 (12 00 - : :50: OR DESIGN .SweAki : GIN-AL- -E - E'RTHWOR 4+83 : :7=1:92:5 93 II SIGN . E FILL. AR CU.T.. ARA- - - - -VF : RTH.WOR A: :=0.:00 -=-0.-00 - CU FILL • AR 1 - -AREA C- -=1-4-1•:7-3- A: :=:--:0.:00 199.89::4.:F 0:.0:0: ::: C:Y .. 19-30 , q:in•on• lq.-in a00- ...4... 0 q---q--- 1.0 N . . . . IL. . . . ••••00•••• • - • - - - - - ....N.... -J_j 0 CD CM Iti N —LL ..... --OD . . . 0> ..... . . . N ..... JO I"- 00 ,--.- (0 N N ...4... . .... .::6:: 11111111PAIDII - II I - :::-6::. -5- 0 199 , ...... - - - lifiailliaiii : -t- • : 50: : : 1990 0 , 9-20 on • : :50:: • • : DO::: iq7n 0 011GINAL:E I WPA : SIGN FA'TH-WOR 3+00 • :7=19:25 21 990.no : : 0 STZJIA : IGINAL :E• SIGN FARTH-WO" 4+50 19:26 01 FILL • ARIA: CU.T.. ARIA- - .. -VF : • - -VC- :---0.:00 •=0.-00 0:.0:0: : : : 0-_00- - - • ...... CU FILL - AR DA: : :AREA : - - - -VF : 1.C- =1-326_05. :-----.-:0.:00 .6:6;49: :' 0:.0:0:::: -C:y E. 1 q3n n g3QQfy 1930 n 9-30- no 4_ • 0 _I - • YU-- ' ' ' " •CY5 Cv> • • • • ' _J 0 o Lr) ... .;_l . C.) " . • • ' LL. . - —4-o- — * — ... ... : . .... ." .. . .. ......... ..... MMMMMEEMMHMREMMPMM 9-90 (10 . • • • • • - ::0G.:- Aillilli : - : 50: :: at+Mrenaiii1011111111111111111111111111111111111111111 1990 0 OR DESIGN . 0 . . GAL :E E' iimpes .-- -.710 =1925 RTHWOR 56 : • : 00: : : 1q7o n , - • - - 9-90 DO • ::50:: WA, 4+00 0 1:GI.NAL• IL ESIGN : E'RTH:WOR FILL - ARIA- ..,-.1926.11 -=0.-00 -ILL - AR CU.T . AR - - - -VF - C: :=150 A- --0.-00 A- -----0 :00 0-.00. • - - '.62..C.Y Cu ::AREA: - - - -VF - C. .1-1-9,:.94::C;Y :6:6.:47:: 0-.0-0 • - • - 9-30 00 • 1111111111111111111111111111111111111 ---(1--.):02 -- • • 2517•0•FL ......... • q-30- 00 . . . ...... . • •9BTC • • • 4 •2.48 FL . . . . • • ...... . . ...... • • • 24.79 CL • • • Li- . 1--.- ... .. .-. -- C\I CV . . . - : : ::: * . . - . . . - - - * ' . 3 1151/1111111111111111111111 . .... - mmuswww-- mommiimmommi • - 4 4 • Aillillik imwnraimmimmmmmnnimmma ii1111111111111111111 moir 111110IPILIP • • • - • • 5 • - • - • - • • • : :50: : • i i i a • S 1 • : :50: : • 3 9 II ;‘ ---,,,, °- • • Mii02-L, • • • - - R • •`; 1 ..... - -2:'- . , ..... II 99 rig IIIIMII OR DESIGN 69PA G-IN-AL- E E'RTH-WOR 3+50 =1926 23 OR DESIGN 'PA GINI-AL- E E-RTHWOR 5+31-E- =1925 69 , s- eoe. • • - 1I. 4. ' . 4' , . 50 00 60 00 70 00 Cu FILL ARA:--=-7-0.:00 AREA VF CiO5s:32C:YY 86.48 I, (100 FILL ARIA I AREA VF C -1-50. ------0.:00 -5.0 S.F. 0-.00 25 C.Y CITY OF HASTINGS, ENGINEERING DEPT. C3 Project QUAIL CIRCLE - QUAIL RIDGE AVE EAST 513.17' 70 00 • 60 00 50 00 40 00 30 00 20 00 10 00 4 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 40 00 Proj. No. PD 2006-2 Description Cross Section Plan Design BY R.G.D. Dote 2/2006 Contractor 1)n:way B.B. APPmv5;d94/W Drn. No. 5 of 5