Loading...
HomeMy WebLinkAboutR1995-10428 Lt 81 a. 4NC 0 SP BAUMAN SUB. WI WM. Ern LOT 1 110' $5,518.83 Prop. Line 20 BAUMAN SUB. WILD i 47$ PAVEMENT Station 57M Quantity 0+00 t. 5+00 Lt & Rt 2000 SY 3+50 Nt 87 SY I LOT 2 Dhvtd E Bauman & Vonefta L Bauma1 SP 40' IC $2,006 86 a e 55 1916 1914 1912 1910 ,, UP 0 MH N 4'FLARE TYP WILD i' ii1EORAL CURB Station Side Quantity 0+00 to 5+00 Lt & Rt 939.83 LF EB TB GN m GM Ir 0 SLP Fence g=11" 473 DII�MAY APPItOMJH Lt 27.7$ SY 0+7$ 1+44 23.44 SY BLOCK 1 LOT 1 170' $8,529.10 7 Prop Line DAVIDSON SUB. NJtD 5" ASX SIDEWALK Station swe Quetity 0+25 Lt 15 V Countryside of Hdstings, Inc EB TB [UR° M TVB M SLP,LP TB EB r�l� TVB 01 BLOCK 1 LOT 2 320' $16,054 78 SCALE I"= 20' TB EB GM m GM psi ) $7,525 68 4, '`? $4,264.55 ) fro A? )s, )'— w \> 4,264.55Fenc• t • 150' Prop. Line SAN. SEWER $1,399 16 BLOCK 5 LOT 1 NOTE THIS PROJECT WILL GENERATE 1,062 CY S'OIL TO BE DISPOSED OF PT ENGINEERS DESICLNATION.I UP 1 ,5' SAN. SEWER $699.57 BLOCK LOT 2 Countryside of Hastings, Inc DAVIDSON ADDITION 85' SAN SEWER $699.57 BLOCK 5 LOT 3 PROPOSED &RADE x\v► se 'se A? fro ) ■ V Fence • 7.91 $5,518 83 fro -1— 110' SAN. SEWER $699 57 BLOCK 4 LOT 1 ,Lr Fence z Countryside of Hdstirigs, Inc DAVIDSON ADDITION EX I STING. GRADE BEGIN PROJECT 0+00 8 a, 0) 1+00 N II) 0) IC rn to a) 2+00 IC N a) 3+ 00 N 0) 5TA_3t50 PI tn N N 0) rn N_ a1 0.36% SLOPE 0) 4+00 5+00 0 \'2 Hoa an. nvix, Sr - 2 NsAvA ro 627:°AVE MIN M. 1995-/ KIcSIPTIMI CONSTRUCT/ON lbstings City Engineering MIN N NUE fernDwM & -QS sow n � sr rain I MNMSF / of 7 SCALE I-$ORIZ. I"=20' VERT I"= I as I TB EB m I. J':Lae2 uta i1 �Yta1�:•♦1 Kara Mak=1R21...A.11 BLOCK 1 LOT 2 SEE PREVIOUS PAGE O EB TB En M Fence DAVIDSON ADDITION amp r 479 PAVOEHT Stotler - SN. Ouertfy 5+00 t. 11+00 U 9 Rt &400 r8+14 G/y Engitterny U 84 S'Y Cour�ryside of Hastings, Inc Prop Line BUILD r 479 DRIVEWAY APPROACH Steam Kt Rt quantity 44 EB TB • GMM TVB BLOCK 1 LOT 3 210' SLP. 110,535 95 1912 1910 1908 1J_' SAN SEWER 1699.57 Countryside of Hastings, Inc BLOCK 4 LOT 2 DAVIDSON ADDITION $5,017 12 100' BLOCK 4 LOT 3 PROPOSED GRADE 5+00 6 +00 0 36% SLOPE ti O 0 o<. 9'0 so�oOQ o `ac O A? Q MA C 0 BUILD S WIIEORAL CURS Sttlen, 5+W t. 11+00 SN. Ouentlt Lt it Rt MN If 7 0 n EXISTING EB TB (11 GM TVB BLOCK 2 $3,500.60 $15,649 75 381 7' DAVIDSON ADDITION Countryside of Hastings, Inc City of Hastings EB TB [1:10 MFM - TVB Fence Prop Line EB TB CCD GM m GM SCALE I"= 20' SLP0 _ $19,150 35 0SLP 3k' 00 ss EAST PARK ST o< S 1,07267 MH ss 9. I - of 45:› 0.> ro lies MH `to< os & o % ss 1 9 0° ( W017 12 Fence Property Line 100' 11,505.14 le $1,505 14 • ,9 9 r, m BOCK 4 L T 4 Educational Service Unit *9 EXISTING. &RADE. 0 0) 30' SCID O SCO 30' HaroIji P Klatt DAVIDSON ADDITION $12,577.92 7IR Qs� ,90 9 ro Prop Linei 250.7 AIC BLOCK 3 LOT 1 0 0 0 0 PD Ma EA57 Paw 5 - 2"=•4ve 1b (s r~A✓e ROA NO. /995-, anIPTiw CONS rei:r Hersl/ G/y Engitterny ISSN.Y pWM (, - % pNTR ,lt aM s P Ma sr rama pa 2 of 7 SCALE I$ORIZ 1"=20' VERT I"s 2' 7 +00 H o - m a) 0 8 +00 a+ 0 a) 0 30% SLOPE to 0 a1 9+00 O In 8 10+00 eld.119,104;\ Q 7 .r DAM L tO: s1.4.1'\ IE -5010 ; z E-5010 '.7-/ f I I +00 31111 SIM11011111410 Jim INIllit I a Y a i 6 I EB TB _pi— GMmGM - DAVIDSON ADDITION O r?\fc O BUILD CLASS NI RCP PIPE Stety� Side Tse h 11+50 Lt ` 12" RQ4 lF 11+50 is 12+45 Lt 12w RCP 1112 LF 12+44 Lt & Rt r Arch RCP 120 LF 11+50 Rt - 7_5LF -12444 12+44 —At Lt (21_2_1" Arch Flores 12 IS 12+44 DAVI JSURI AAA] Mr Arch Flay 5 LF See Previous Page 1 e SS TVB SEE PREVIOUS PAGE fr fr c cre 4. NC? 0 ( o P B / Prop. Line _ { ANC 0 0 0 0 I U P9 u" II E H Partnership k501 71 1912 1910 1906 1906 1904 1902 X10• I- 0 0 30% SLOPE EB TB GMCD GM /9_x11 o '\ '2 fro 1 0 P se $6,070 72 121' BLOCK 3 LOT 2 u DAVIDSON ADDITION PROPOSED GRADE EXISTING GRADE m r 0 a - 11+00 1906 60_ 0 609'• SLOPE 12" ROP 0 109E SLOPE M a- C 0 12+00 i i I- END OF PROJECT 1906 50 to CiN N D- C O BUILD CURB INLETS & JUNCTION BOX Station Skis Tse Size Street FL Top Bottom PIPE FL 11+50 Lt Curb Wet X' 2'-2"x5'0"11011.27 12+51.75 --- 1105.50 1906.60 11+50 Rt Curb Inlet B 5'-4"x5'0" 1106.27 --- 1105.10 1906 60 12+41 Rt Junction Box 4"-0"x5'-0" --- 1105.60 11105.50 1906 50 BUILD CONC. FLUME & HEADERS Station Side Description Size 11+47 Rt 5" Flume 3'x5' 12+11.75 Rt Header 16 LF 12+51.75 Lt Header 18 LF 13+00 EAST PARK ST BUILD 5. 479 PAVEMENT Station Sire Quantity 11+00 to 12+70.75 Lt & Rt 752 SY StaBUILD 5" INTEGRALtion 11+00 to 12+70.75 Lt io Rt T25.113 LF 3 DETAIL TYPE "A" of TANDEM 56" LONG COMBINATION 2442 and 2443 ,STYLE H GRATE w/ 2445 BARRIER CURB (Deeter or Equal) , FRONT VIEW Vertical/Horizontal Reinforcing No 4 Rein • l2' n SIDE VIEW 5'-b' 6,- 4' DETAIL TYPE "B" of TANDEM 5611 LONG COMBINATION 244Z. and 2443 ,STYLE H GRATE w/ 2445 BARRIER CURB (Deeter or Equal) FRONT VIEW Vertical/Hen'zentel Re.nforc/ns N• 4 Rete Q ICH. a r -4 • leg It" OPUS -.ilk • f; I s•• i %•' �� , Oa Ili • • IS - 441 c: Zit • A3 • L stow 6.-4„ SIDE VIEW • r • I• 2 - Ito" } -Ro.4 BARS i WAX a -o• r -r PLAN - OR n-2" r SECTION C -C C DETAILS OF JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) Cast ;ren fra•ne • coyer Doter Na 1150 Sr alma). SQUAREN4UBE.) P106 60 It • -v'•. • t • r• r :.. • 3 i •••t • •• •,SAS• _. • • 4. n • e' -e" L e` SCALE IN= 20' PRod 6 s r %ASA- 5r - 2'L-° Ave- To (p UlAve- PROJ NO. /995- / (= :„., ' ^tea— rte of '°' 30" WAX It" (TYPICAL) PPM BY AWACS ORR NO. 3 of 7 =o Li SECTION C -C C DETAILS OF JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) Cast ;ren fra•ne • coyer Doter Na 1150 Sr alma). SQUAREN4UBE.) P106 60 It • -v'•. • t • r• r :.. • 3 i •••t • •• •,SAS• _. • • 4. n • e' -e" L e` SCALE IN= 20' PRod 6 s r %ASA- 5r - 2'L-° Ave- To (p UlAve- PROJ NO. /995- / DESCRIPTION Co4457Rocrio / Hastings City Engineering COON BY Do/in DATE /D-95 =TRACTOR DIN BY sP PPM BY AWACS ORR NO. 3 of 7 SCALE HORIZ 111= 20' VERT I"» a' .... 'ea �pfESS.'re ••• F, DAVID L WACKER E 5090 • ••._7-/b? I Ei 1X11 P I NO !NW 10 'Ml WnRM ( 6 5 2 a 3 2 -e a 3 • "J C c a a I c 2 R