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Home My WebLink AboutPD2002-3CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 • NOTE CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER APPROXIMATELY 6,922.82 CUBIC YARDS OF EXCAVATION WILL BE DERIVED FROM THE CONSTRUCTION OF THIS PROJECT. EXCESS EXCAVATION SHALL BE PROPERTY OF THE CITY OF HASTINGS. A HAUL SITE SHALL BE DETERMINED BY THE ENGINEER. UTILITY WORK TO BE DONE BY HASTINGS UTILITIES. NOTES: 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. 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. Z-/e-Zoo_3 Hastings City Surveyor Date a al I I 99 ....n n,w ec 3 ° *4 -45 99 6 7 S 8 9 R 22"'� "' 1 S R 21 S 20 S 19 k 18 3 17 3 16 2 k 3 S 4 S 5 R 6 7 3 S 15 14 S 13 8 S 9 S 10 R Cons yruc \ion Area 5 4 � 3 23 k 24 C25 n R 20 S 19 18 17 7 e3 A 24 1 C'S' 2i3 R 23 �2 uk g 11 k� 22 Q 3 3 3 Yk 3: 21 mb N 4 S. 0) 1 of EF > i:gig::19891874_0:0 k zoSQ318'x✓ 7 hR 162 Sit 83 "�' 7 3 >s kA9 k c180)p,',p�9N'r �s^�„$^� 5 3 i0^ 4"k 13 ",a 12 SJ k L.�cu • • 6. S eM %ar L 0 1817618 (1) z Mo—Po fi tilers qoU k 20 1 S 19 2 ;I'• 4 3 2 5 / l „Et,. �/\ k • 41-1` SUS s S 514• 7 S .13 8 S 9 6 4 { Ss 'S. — _ .ee..i 'I //4 4 !/ 3 2 4)122 2324! • RenaekLane ✓x �� >r,4,g35 34 33 32>S� ch 29 s? ... 3 40`p -F-i GT a 1 emY+4y2 $39 04142 H --St- 3 2 7 ' ;a;.,. ^t,v _,9-,4 Lincoln Heights Sub.. —ria=— _;i t $ 8,2r , OCT es .x 8 .e s Pm 6 5� •OU s� 5,2r , ,u4 12 gi 11 227 .- SII 44' 40r• 3- t�eco Q Q m cob Fouh1 Koo\Y 1 E 2 6 5 4 t. 9 A , b JSt —Hw�6&34—. R Park West Dr 2`10/03 Utilities Director of Engineering Date e° M AY T� S J St –Hwy 2 - 111 t fi . t I —R 1A k t ( d`ff °mn e,4'xNmo % e,.9`s2wa nL.s ie i`d6 tt • a _ —Sar -L'281— _.. euale.__I x:10,iar vzs ar s IS DAVID B. ° mss ems: E -509Q ' o �; {-e2-to-0 3.0° 976176W , to ttt CAVA/Li/ (a/ail&L__ astings City Engineer a -/d - zoo 3 Date SIP ct) as) Haiti.Hksre 5505(2) C 42287 2002 3 1 4 C 1914 1912 6+00 Destine Water 5+00 Bernardo's Kealy Fourtii ° S nib ti L_ x n W J G w T d i A N d i t� 35' 0' W i EL=1910.53 Cu CO l J 3 0 Kealy First Sub 2+00 +00 0+00 J 2 E U W 0 0 Pq OS Lil I to cu kJ Lot 1 1909.00 op 65.46' FL cs Co N N i > d w w 3 x > Rl Qt N > a d S- O: O a Cal cr 11 CS LJ cu LJ • 4,0111tfrJitirare n't" / WIIIIIRTET fry sr lir CZ 4/ EL =1912.54 CU 1911 Q7 CL EL =1912.52 CU pa CU LX 1911.22 CL ci9 .37 CL 73' ROW 1910.82 FL ce ON 11 -41 el 7.1 sfS et, ti LJ CAS uA,1T=qiCAS-G+s- EL=1911.60 1911.52 CL celL =1912.33 til It 1911,67 CL -J 1'41.77 CL 0 41 1910.-91)91211.16 1911.32 TC .‘1.619124‘7 -TC CU tat: 1911.12 FL 1911.62 TC L. til CU ozo 7i, In ER co 0.1 cu ud EL=1908.47 x Top EL =1910.08 as 11.1 La NORTH 49' tal Et 0 ct Lot 1 EL =1908.50 -L 1006.87 CP so CO CH 0 Tr ON ir. Li BUILD Description Side Station Quantity 9' 47B PCC Pavement Rt&Lt. 3+65.02 to 6+00 1,044.36 SY 6' Intregral Curb Rt.&Lt. 3+65.02 to 6+00 469.96 LF 8' 47B PCC Driveway Rt. 4+25 43.65 SY 8' 47B PCC Driveway Rt. 4+75 32.54 SY 6' Asphalt Driveway Rt. 4+70 to 6+00 132.75 Tons 5' ABX PCC Sidewalk Rt. 2+33 to 6+00 836.05 SF Concrete Collar Rt. 4+55 2 Ea Excavation CE.Q.) Rt.&Lt. 3+65.02 to 6+00 704.03 CY Concrete Flume Rt. 4+55 105 SF 0 BUILD RCP # Description Side Station Quantity 1 15' RCP Rt. 4+00 to 4+51 51 LF 2 15' RCP Rt. 4+55 10 LF ON co 1.1 tri ON 255' Crl Tr ClR Block 1 Hastings Industrial Park West Sub CU (71 ND .01 CIN Hi kr 0 Tr tit ifct o REMOVE Description Side Station Quantity Concrete Driveway Rt. 3+10 5.33 SY Asphaltic Concrete Lt&Rt. 3+65.02 to 6+00 770.21 SY Asphaltic Driveway Rt. 4+68 to 6+00 557.33 SY 12' CMP Rt. 4+59 to 6+00 141 LF Concrete Flume Rt. 4+55 105 SF EL =1906.65 EL=1906.28 la 05 la 41 A\ CITY OF HASTINGS, ENGINEERING DEPT. tO 0 Project Baltimore Avenue Park West Drive to "E° Street Description Construction Drawing 2002-3 Design By DcAe 5/7/02 Controctor Dram By DWM Approved Orm No. "X" on North Bonnet BOlt SCALE 1910 of 22 1914 0,298 • 912 1910 1908 Pro oseo• ley 1908 1906 1906 190 1904 190 1902 190 1900 o o co sE LJ 41. CU CO 1/40 OD to oN 6+00 5+00 4+00 3+00 2+00 1+00 0+00 12+00 V C L. 4 W U.) ui 11 J W EL=1915.46 11+00 V C T d 4.5' 0' L e) A d + V C I: J C S W W EL=1914.62 a. U 10+00 Adams County Fairgrounds w x EL N 660.215' N V 04C L. L. M C)) M M V a' C II J as J Li ra. W 9+00 w x EL=1912.73 20' NORTH Scale: 1"=20' 9' 20'1 Y a° 40' 8+00 610' w x EL=1912,22 T M 4 0 = CSII A W d M 7+00 C 0 d V 0 0' WLi X II oi X Di ❑1 0 J a, L L L 6+00 B ernardo's C/ Dieting water Existing Water =1913.37 - GAS- GAS - GAS 2.07 TC , 1911.83 TC 11:5 -7 -FL 191133 FI -- GAS GCS GAS GAS GA. GAS CAS GAS GAS brita°04CMP 101 FL S -- GAS GAS - GAS • o rt •,11 =195,'E33 • x --T s 4,1 „rdrdrzz symitT 1 912 611 cas st ///��• ,z�� EL=1914.65 1913.95 CL C' IN EL=191*(92 1 0.,a it t'd .A V13.64 CL W J OC w 19k3'% ctL 13.24 FL -1914 E} .% + 40 I EL=1914.06 EL =1912.67 11913.2 CL rr- EL=1914.16 oc 1912.99 CL 1911.73 CL 16' 1 1911.41 CL EL=1912.54 1910.77 CL rr. EL=1912.83 191242'1? 4.14 1912.59 FL Type 'D' 12.28 FL 191110E.71 E.71 1910 6R FI 1911.18 TC 1n 17) Type Inlet EL =1912.59 \ -4 n N J J u J unit J CL )9 07 CL 1,c Ra. m II EL =1911.99 x EL=1909.72 Lot 1 EL=1913.43 EL=1909.52 Top EL =1913.02 EL=1912.13 Storage Lake Block 2 Hastings Industrial Park West Sub EL=1911.96 REMIVE # Description Side Description Side Station Quantity Concrete Pavement Lt. 9+00 215.59 SY Asphaltic Concrete Lt.&Rt. 6+00 to 12+00 1,666.67 SY Asphaltic Driveway Rt. 6+00 to 6+60 239.56 SY Asphaltic Driveway Rt. 11+00 85.56 SY 12' CMP Rt. 10+77 to 11+25 48 LF 18' CMP Rt. 7+67 to 7+97 30 LF A BUILD INLETS # Description Side Station Quantity I Type 'D' Rt. 7+00 1 EA 2 Type "D" Lt. 7+00 1 EA 3 Type 'D" Rt. 10+00 1 EA 4 Type 'D' Lt. 10+00 1 EA EL =1909.42 (8. / oQp1 V�// N / °ci w a u Qi -Wart v, a. a. a II J W X V Et EL=1912.21 N • X • co, co + L op w d +> (A d t< EL=1910,20 Co 100' ROW M • V • 9 n W X i A m it W £L=1910.31 EL=1908.36 I3F7171E.40 1910.87 TC v X EL=1911.52 0 BUILD RCP BUILD Description Description Side Station Quantity 9' 47B PCC Pavement Rt,&Lt. 6+00 to 12+00 2,666.67 SY 9° 47B PCC Pavement Lt. 9+00 173.59 SY 6' Intregrat Curb Rt.&Lt. 6+00 to 12+00 1,200 LE 8" 47B PCC Driveway Rt. 6+45 32.54 SY 8" 47B PCC Driveway Rt. 7+85 43.65 SY 8" 47B PCC Driveway Rt. 11+00 43.65 SY 6' Asphalt Driveway Rt. 6+00 to 6+53 38.04 Tons 5' ABX PCC Sidewalk Rt. 6+00 to 12+00 2,425.5 SF Excavation (E.Q.) Rt.&Lt. 6+00 to 12+00 1,938.94 CY Scarify & Recompact Rt.&Lt. 6+00 to 12+00 2,666.67 SY 0 BUILD RCP # Description Side Station Quantity 3 15" RCP Lt.&Rt. 7+00 36 LF 4 15° RCP Lt.&Rt. 10+00 36 LF 5 21' RCP Lt. 7+00 7.5 LF 6 21' RCP Lt. 10+00 7.5 LF 21' RCP Flare Lt. 7+00 1 EA 21' RCP Flare Lt. 10+00 1 EA T 3.91152 .52 FL 1911.02 TC W W .24 3494.5 . - - )F- - ---bb t°06 Z8 EL=1908.79 Tap EL=1911.05 X CY lir €- J 1910.67 FL 1911,17 TC V C x Lot7 Block 1 Hastings Industrial Park West Sub O a t� 0' a 1- W Qom' 0 a "tri w x j CITY OF HASTINGS, ENGINEERING DEPT. Project Baltimore Avenue Park West Drive to 'E' Street Pr' STPAA-5505(2) CN42287 Description Construction Drawing 2002-3 Design By DWM Dote 5/7/02 Contractor Drown By DWM Approved By Dm. No. 2 of 22 1918 1916 1914 44-1 -14 0' J u w TB M.:=:E.H.;SE Cdr.: cif 1 St:/:Baltimore.Ave "X" ori North Bonnet Bolt Elev....1912.96 SCALE: E istino E.ev C 0 1912 1910 opose..... El.e.v.l 1908 1914- 1906 1912 1904 1910 Type . "D• Inlet 1909.44 FL 1902 Vater Line 0.8. . Cc N ...- 1 m a al. 10-+-00 1 0 HOR1Z.• 'T" = .2:0' VERT.: -1- r 2' C 918 1916 1914 J n Ts -- CO rn ta, 7+0 Vertical Curve Centerline -Data F1 Sta. =7+00 0.298 l: SEooe 1912 1910 P„ Zlev:=1910.77 P OS ed Elevi Length=100' M O,rNo . Correction .. _ Elev.. 1910;77 1908 > a) cu:: :� 0_Li - ci (U F)4\ v 9 (U 0' c N N N a N 0' CJ vo fld 0_ d 0. d a w 1906 1904 1902 L m O tn' > v ::: :•-•-i> W LsJ so C' sO u7 Cr; J 0 m ao N t� a> th ai a' . . . . .• 12+00 +00 10+00 9+00 2+00 7+00 I+00 18+00 II IZ 2I' rb tic NORTH Scale: 1"=20' 9' 20' 17+00 ai 05 (Y. _ � M w w X N N a c;9; U W = b0.0• 16+00 T a a 3 15+00 w x 0) U c a, W a Adams County Fairgrounds U X 14+00 w x EL=1916.75 0 Fe p�Acos¢..? `T• nn l -L N 0 a' w w x ' 35' 0' 0 NC? N 6� V uQ LWJ % 4. ' W 13+00 0 d (/) ■ a 0 12+00 U) v Eisung ?toter 19 ; 6 12L 1915.54 FL 1915.39, FL 1915.24 FL 1915,09 -w-T-III-WS-WS-CAS-CAS-GAS-WS-WS-CAS-CAS--ROS-CAS-WStGu-WS-W:-GlS-GOS-WT-6A2-W3-WS-WSW>�Ci"5LhS-ws- t 915.91 nj EL=1916.36 1916.07 CL x CI EL=1916.47 _mss 19.1$67S.5_ 1916.17 TC 1915.94 CL EL=1916.07 1915.79 CL I Cl EL=1916.24 1915.64 CL 914.69 TC 1914.94 FL -u¢- OAS - GAS - GAS - sts- w,: 191%81_E, Existing water 19jC4.05 TC x Q, -cros-mss-G -L355 FL J , x m al Ii "1915.95 CL x €1=1916.02 -F 1915.49 CL rI EL=1916.27 1915.34 CL 1915.04 CL EL=1915.60 1914.89 CL r EL=1915.73 EL=1915.19 1914.59 CL 1914.27 CL FIN Ap t C w 1915.24 FL 1915.74 TC 1914.64 FL 19{4:091PL52 1914.34 FL 1913.87 FL 69,,,r EL=1914.58 1-9437 T m 391155 FL 1'91$05 TC EL=1911.29 420.01' x 'g w X O x To EL=1911.24 EL=1910.94 x N J w EL=1909.94 EL=1909.96 x EL=1913.82 EL=1914.59 x Lot4 Block 2 Hastings Industrial Park West Sub 4 m i4 it w x x ---Top EL=1913.45 BUILD Description Side Station Quantity 9" 47B PCC Pavement Rt.&Lt. 12+00 to 18+00 2,666.67 SY 6' Intregral Curb Rt,&Lt. 12+00 to 18+00 1,200 LF 8" 47B PCC Driveway Rt. 13+35 43.65 SY 5' ABX PCC Sidewalk Rt. 12+00 to 18+00 2,838.65 SF Excavation (E,Q.) Rt.&Lt. 12+00 to 18+00 1,163.04 CY Scarify & Recompact Rt.&Lt. 12+00 to 18+00 2,666.67 SY A BUILD INLETS # Description Side Station Quantity 5 Type °D' Rt. 13+00 1 EA 6 Type "D° Lt. 13+00 1 EA a Lot l r,..ELS913.92 a 0 BUILD RCP # Description Side Station Quantity 7 15" RCP Lt.&Rt. 13+00 36 LF 8 21' RCP Lt. 13+00 7.5 LF 12' DIP 21' RCP Flare Lt, 13+00 1 EA REMOVE Description Side Station Quantity Asphaltic Concrete Lt,&Rt. 12+00 to 18+00 1,600 SY Asphaltic Driveway Rt. 13+35 116.67 SY 12' DIP Rt. 12+95 to 13+88 93 LF w \\ EL=1913.87 EL=1913.62 H ---Too EL=1912.87 Block 2 Hastings Industrial Park West Sub E1=1912.87 Storage Lake /.\ CITY OF HASTINGS, ENGINEERING DEPT. Project Baltimore Avenue Park West Drive to "E" Street Proj. No. STPAA-5505(2) CN42287 Description Construction Drawing 2002-3 Design 6yDWM Dote 5/7/02' ro Drawn By woeed BY War" DWM 191 1916 C 0 1914 1912 VerVett •Ctrve CenterlineData P.1 'Sts.=18-1:0D P.I. Elev:=1916.07 Ex r Eley; ro ase o Contractor Dm Na. 3 of 22 I.B.M. t:F:H.; S.:of Main Entrance to. Fairgrounds, East side of road, : "X" on North Bonnet Bolt, Elev.'=1917.74 'SCALE: HORIZ:: 1'? •= • 20' VERT::: 1°':_:2': 9 a a S.(.o.p.e. P r o pose o Elev. • Vertical Curve 0 6 Centerline• Data 1910 1908 Length=100' P I Sta.=13+00 0 e 1914 P:I: •Elev:=1914.59 M d.=No . Correction Elev:=19Y6:,07 Length: -100' 1914 M 0,=.No:.Carrecti,on Etev.=1914.59.... Staff 13+00 1912 Typ Inlet 1906 Type Inlet °na 1912 1910 1908 0 1 Vater Line 1904 • •1 911.14 'FL 15''RCP 1.3%. s{ope 21' RCP 1.3% •ste Pe 1906 1910,E 2 FL :1910.43 FL 1908 1904 1902 CD -.0 a, r Ir) a' a• "18+UU 1/+UU m In 1' 9 ,D a, co tl� ,0 a, Ill t 1902 i6+UU 15+UU 14+UU 13+UU 1+UU 24+00 0 d V / Existing Water I -I W x 0 d V 0 +> d�V u Cr Cu 23+00 2i NORTH Scale: 1"=20' o' 20' 22+00 N a it II iJ w x tb 0 T U) .fl m g a mo 11 10 t a N J G�• d J !L W • W Adams County 21+00 v W it Fairgrounds 1916.19 FL 1916.02 FL co 0 d 6). • II 0 O Cu • 5. • 0 L 0 20+00 x 35' 0' cm, 0-2 11 W W X 1320.615' a1La ■� - .�.a■�y-ice ° E j�?15.72 -1915 7 Fes. _ ,x_ 1915.24 FL g 1915.04 F6' 191 .89 FL 1L=19 aff 'as vs-ws-cu-w -wsl �9F N EL=1917.21 N T X76 CL ft EL=1917.26, P 1916.59 CL AC 19165.16r1f17.02 1916.19 FL 1916.02 FL Elating Wow 11167886)• -111678th t91$.6-9-Tt - - -t9t0 5t ¶C 0_ Oeti p'1� 1916.42 CL 0_ U to 1916.30 CL EL=1916.81 1916.22 CL CL EL=19170, 9- .4 1` 191-5tS2`$`L EL=1916.51 1915.83 CL EL =1916.87 EL=1916.24 e- 1915.64 CL i + 1915.44 CL EL=1916,43 W 0 1915.2p CL Im TYpl§ "D' tD u x ci 19+00 W x EL 1916.03 roF 18+00 0 d V J tigninnim Ix .�■ ■ - ■ - 015.07 FL 0 x F A W x �I.=194 4 E�t bt15.97 �- X47 CL 1915. L 1915.52 FL - GAS - CAS - GAS - GAS - EL=1916.18 1915.62 CL b=1915.99 EL=1916.11 1915.77 CL n EL=1916.38 1915.92 CL Li( TC .67 FL L EL=1916.20 N a,4 cd911a 07 CL 1915,63 FL 1915E4_3)1R6.71 1915.24 FL 1913.74-1r _191S SP -EL £vis ng WaW a 11.5SaTC- 1915.72 TC 1916.02 TC x �p 0' lez Wx'� X _1215367 FL 1'916 TC x N OS' EL=1919 0' W x EL =1913.40 Li I 03 Set WWI tri 1-56m EL=1913.14 q EL=1916.05 FaI:J W Et 0' w g 0 J I- W X a 0 1- %- 00-J t- W L=1910.50 EL=1912.76 ?913.26 EL=1914.24 Block 3 Hastings Industrial Park West Sub C 0 1918 0 O O + CU U 0 REMOVE Description Side Station Quantity Asphaltic Concrete Lt.&Rt. 18+00 to 24+00 1,600 SY Concrete Pavement Lt. 20+10 171.25 SY 18' CMP Lt.&Rt. 21+30 46 LF BUILD Description Side Station Quantity 9' 47B PCC Pavement Rt.&Lt. 18+00 to 24+00 2,784.25 SY 6' Intregral Curb Rt.&Lt. 18+00 to 24+00 1,250 LF 8' 47B PCC Driveway Rt. 20+10.45 43.65 SY 5' ABX PCC Sidewalk Rt. 2+33 to 6+00 2,866.05 SF Excavation <EQ.) Rt.&Lt. 18+00 to 24+00 985.11 CY Scarify & Recompact Rt,&Lt. 18+00 to 24+00 2,784.25 SY BUILD SANITARY SEWER MH & STUB Description Side Station Quantity Precast Manhole Lt. 33+69.70 1 EA 10'SDR-35 Plastic Pipe Lt. 33+69.70 to 34+08.70 39 LF X x Et EL=1914.64 w X A BUILD INLETS # Description Side Station Quantity 7 Type 'D" Rt. 20+60.45 1 EA 8 Type 'D' Lt. 20+60.45 1 EA 9 Type 'D' Rt. 23+20.12 1 EA 10 Type 'D' Lt. 23+20.12 1 EA ❑ BUILD RCP # Description Side Station Quantity 9 15' RCP Lt.&Rt. 20+60.45 36 LF 10 15' RCP Lt.&Rt. 23+20.12 36 LF 11 21' RCP Lt. 20+60.45 7.5 LF 12 21' RCP Lt. 23+20.12 7.5 LF 21' RCP Flare Lt. 20+60.45 1 EA 21' RCP Flare Lt. 23+20.12 1 EA 3 3 3 3 3 3 3 3 N 3 I- 1 11) t 0 0 CU Cs. -I-' vi Cr.} II p w L v U m n J w 18' RCP -_- EL=1913.08 0 CL m EL=1911.61 EL=1913.83 Lot 4 Block 2 Hastings Industrial Park West Sub ri m X ACITY OF HASTINGS, I \ ENGINEERING DEPT. 0 Pfoject Baltimore Avenue Park West Drive to 'E' Street P`°' "°• STPAA-5505(2) CN42287 Descript Construction Drawing 2002-3 Design DWM Dote 5/7/02 Contractor of 22 d Q U) + Co CU 1916 1914 u„ T.B.M. = F.H., East side. of Baltimore @ Center:of G -Street. Existing El 100' ROW X"on NW Bonnet -Bolt Etev. =1916.91 SCALE: HORIZ. VERT:: • 1": _: 20' C 0 al ........ ...... 1912 Ver. tical .Curve . 1910 Ce'ntertine Data Propose• , lev1 io,pe -Sta.=24+00 P,E .Ele v.=1916.61 Length=100' 14.0.=0.1.5 .Elev.=1916:76 Vertical .Cur.v.e ..... . Centerline- Data •Sta.=20+63.4 P.E .Elev.=1915.29 Length=100': 34.0.=No' Cortection Elev.=1915:29.. 1918 1916 1914 1912 .. . Vertical Curve ... Centerline- Data mm 1 1908 1906 1904 1902 0 0 v o� ‘3)1.f) mm 1916 mCo '0 0' =1 - If) 10 mF mos Std'. .45 J U 0' ON W fl) mm a P.I. •Sta.=18+00 .Etev� 1916.07 Length=100': MA.=No • Correction . Etev.=1916Q7 1910 .• a o :0" 12' x 18' . Vater Line . .y. . . a' . . . Vater 2.1Q 'FL a a- a' m CU 'to 4-. a) :-t 1914 1912 1910 Type "D' nlet' 1911.75:'FL . . 91 -type 'D" Ihtet A -4.....--. 0' 0' 1911.04 'FL 1908 1906 1904 1902 0)0 �•m X L1 W CU • 0' 24+00 G 0' 23+00 Ca '0 0i �-1 22+00 C') 1- '0 a' 21+00 20 60.45 U 0o a' 20 00 19+00 18+00 30+00 29+00 COtnr (U(U(U(U r r r r N Go Oberlin Land Co. Acid W 't0 kau N N� JCr% 17 • Li IW -J 0 ND x E N I0 Cu Cu N n W Lot 18 Lot 1/2"7 N N a' E • W CO 7 1- 7 7 r, r- Lot 16 28+00 28+00 U) IrS N W w X Lot 15 2I' U1 a IT 3 J A W NORTH Scale: 1"=20' 0' 1 CO U1r U) U) U) up r r r 20' Lot 14 V�4�r Top "' "i o•� •d EL=192�''y.� r 50 8L It 50'r:EL=1926.35 � o � 1 e, / sire a• , � CAS GM' SS • Inlet .�`.4" 3:.Ar ..1024:4W Ire: N (lJ T -492 Existing Water 140' 27+00 610' x s Lot 13 1' ROW- - U - c cb CU 0 ci V / 0 tri N -J L. W Pass a Future Approach 13.97 FL In 26+00 w x 35' 0' V': to C 0 25+00 Adams County Fairgrounds w O 0 W X N CP C L. LIQ qq -0• O CU 0 ci V / 24+00 --1923.44 FL - -192-1.84-Ft • - • 66' ROW "leery .05 FL ' ,. siC. ;eeE:, _ I- a • rem nest agar rgrilVA //�eTor �W �� f / `frAr 66S Gar.- irer.35 CAS GA 50' W x Hou EL=1927.23 ECE1` 26.25's s 100- GAS Gas 73.33' 4, Sw ® 24' RCP „ch_ - .. J394. TC 1923,1'ELW923.37 x Vt 922.34 TC EL=1923.13 1921.43 CL .1920.63 CL EL=1923.12 1921.03 FF1519222 1921.53 TC a5ection Corner \V P0-0 Type 'E' Inlet ies L��1�n (Ae+-+�f4Ne- GAS - GAS ---- GAS GAS - GAS -- GAS - GAS -- 1918.62 FL 0 ci (/) x W TC _ y ova ar 191&. i TC 19)2..tt FL 1916.69 FL E1=1919.78 119198P LL Ct EL=1920.09 1919.02 CL 73' ROW EL=1917.83 x_r EL=1918.28 11918.x? CL -eLc•49esze- EL=1925.25 73.33' ON N Lot6 Tr J w (U N N 0' II -J W Lot 1 N Block 6 Sewells Add. W T (Lots 1,2, & 3 of Grande Subdivision) Lot 2 =1920.08 04, EL=1922.86 on roF - 1 N=3799.31 Exist' g Woter 03 EL=1922.23 J� \ Top w EL=1920.75 73.33' 50.66' Existing Water 1913.66 FL\ Sta. 26+38.60 EL =1919.37 1918.62 FLX• 11.9_19.1221L x CL EL=191%87 1Q. 4 tiq ‘13,>1 1917.8 FLrr 1917.42 CL L9.14C---v a`' -m' vTop • ,pt Azd =116▪ .7 917.02 FL (L n 1917.09 c_1_ m191 i.. CL "" AR x N o. N Lai w x 1916.69 FL 1916.6 FL Existing 1916.$f�TC m o JM w xa ° I$ I9A f‘o -4 F\ '~� W W 6 W II W EL=1918.27 33' 33' BUILD I FI =1973 76 Description Side Station Quantity Quantity 9' 47B PCC Pavement Rt.&Lt. 24+00 to 30+00 2,666.67 SY 6' Intregral Curb Rt.&Lt. 24+00 to 30+00 1,200 LF 8' 47B PCC Driveway Rt. 26+00 43.65 SY 8' 47B PCC Driveway Rt. 29+45 34.76 SY 6' 47B PCC Driveway Lt. 29+07 52 SY 6' 47B PCC Driveway Lt. 29+52 14 SY 5' ABX PCC Sidewalk Lt. 29+52 32 SF 5' ABX PCC Sidewalk Rt. 24+00 to 27+32 1,573.35 SF Excavation (E,Q.) Rt.&Lt. 24+00 to 30+00 993.29 CY Scarify & Recompact Rt.&Lt. 24+00 to 30+00 2,666.67 SY Embankment Lt. 27+00 to 28+75 106.88 CY 0 BUILD RCP # Description Side Station Quantity 13 15' RCP Lt.&Rt. 29+85 33 LF 14 24' RCP Lt. 26+38.6 to 30+00 361.40 LF Lot 3 REMOVE # Description Side Station Description Side Station Qudtntity Asphaltic Concrete Lt.&Rt, 24+00 to 30+00 1,533.33 SY Concrete Driveway Rt. 29+45 10000 SY Concrete Driveway Lt. 29+07 73.56 SY Concrete Driveway Lt. 29+52 18.67 SY Concrete Sidewalk Lt. 29+07 32.b0 SF 24' RCP Lt. 28+75 to 30+00 125 LF .L BUILD INLETS # Description Side Station Qukntity 11 Type 'D" Rt. 26+6158 1 EA 12 Type 'E° Lt. 26+38.60 1 EA 13 Type °D" Rt. 29+85 1 EA 14 Type 'E° Lt. 29+85 1 EA L aI C 4aJ U 6' ROW w a x W ❑ x EL=1914.32 Top EL =1914.75 w X EL=1914,03 x o ❑ t - x NO 0) a' a J LJ STS( is d rcx L - W <))Xt I x 2 Lot 1 Block 3 Hastings Industrial Park West Sub C N x TOE J EL=I'P1 To EL-`i:� 191 w 8.09 EL=1917.78 a u - x Go w w x -J J W 009000000009004, 0E S/O % NV a °tte�e DAVID L m ~ .B.M. = F.H., NE Cor. F Street/ Baltimore WACKER ®- "X" on NW Bonnet Bolt E•5090n"r'-i: Elev. =1925.07 Z io�-a3 0J I -LI_ XI in e v r Sta; 29+85 co 7-I NN ON ON Propose -c- - -E l e V 1920 191 Inlet. 1 1 14 1913.97 FL CO 01 al CU Stal 26+61158 J t.- I - x CITY OF HASTINGS, ENGINEERING DEPT. 00 Project Baltimore Avenue Park West Drive to 'E' Street Proj. No. STPAA-5505(2) CN42287 Description Construction Drawing 2002-3 Design By DWM Dote 5/7/02 Contractor Drawn By DWM Approved Itixiv. Dm. No. 5 of 22 co o tin 20' 1928 926 Inlet 1924 1922 o d 1920 1918 1916 Vertical .Curve Centerline- Data PI Elev,=.1916.61 1914 cu co chLiSti 1912 1/46 0-1 01 La ON OD CO cu cu oD C 36+00 Rohrers Add. Block 3 2I NORTH Seale: 1"=20' 0' I 2,0' 35+00 34+00 REMOVE REMOVE Description Side Station Quantity Description Side Station Quantity Asphaltic Concrete Lt.&Rt. 30+00 to 33+35 1,068.00 SY Concrete Sidewalk Lt. 33+27 76.00 SF Concrete Pavement Lt.&Rt. 33+35 to 35+43 693.33 SY Concrete Sidewalk L t. 34+47 32.00 SF Concrete Pavement Lt. 32+80.66 103.33 SY Concrete Sidewalk L t. 31+00 32.00 SF Concrete Driveway Lt. 30+94 102.67 SY 15' RCP Lt.&Rt. 33+04 to 33+32 45 LF Concrete Driveway Rt. 33+42 21.00 SY 24' RCP L t. 30+00 to 33+04 304.00 LF Concrete Sidewalk Rt. 32.54 72.00 SF Curb Inlet Rt. 33+32 1 Ea Concrete Sidewalk Concrete Sidewalk Rt. Rt. 32+56 to 32+84 33+16 to 33+37 116.00 SF 84.00 SF Concrete Sidewalk Rt. 33+45 to 33+57 48.00 SF Concrete Sidewalk L t. 32+97 to 33+59 248.00 SF Concrete Sidewalk Lt. 33+08 116.00 SF i Lot 11 0 44' a WW Lot 10 0' N e1429.83 CL al 44' 1 1929.74 TC 1929,24 h L Grate Inlet Lot 9 Lt. 33+04 Lot 8 t II CO W ��0q' 1 Ea 33+00 66' ROW 0 Cu O C'') co V o X al ;I O L') (U CO 32+00 1 Oberlin Land Co. Add. 0) o 0 M a' a a al al al al v cv U) (U co C cs 000 o 0 Co 6' 30+00 co to Cu Cu CU CU n n n n CO UD 1"-- ON w x 0 4 Lot 24 Lot 23 A 1 29.59 TC 1929.09 FL 11929 71 ai 66' ROW a' • W N CU 11929.56 CL - 71 al L g) ,192 si4 TC 1929f92b2 2 dol d' ,•e Lot 22 Lot 20 Lot 19 192826- Vt- - - -19'281r Ft- - - -1927.'96-Ft 926.66- FL 1929.41 CL N 2�� al E� e Ramp a1 1928.96 CL EL=1928.99 1928.66 CL rI 1928.51 CL 1927.06 CL EL=1929.23 13 24" RCP 9.73 TC w6-__ 4.6-raftl. Ales x tnTop L=1927.76 19203% TC 1925,4 FL W W x L3. n' E,, deep O _.1192g2g CL x N i1 W J Z W x 1925.8 FL Existing Woter Existing Water 1927.16 T. of mm y W 3 J CL -19,31-62 Eb=113-31.12 Lot 5 co lLn l l 0 Block 5 Sewells Add. U J F L_ mm CU N aCco mm 50' U Oi O 0 BUILD Description 9' 47B PCC Pavement 6° Intregral Curb Rt.&Lt Rt.&Lt. Station 30+00 to 35+39.19 30+00 to 35+39.19 6' 47B PCC Driveway 6' 47B PCC Driveway 6' 47B PCC Driveway 6 47B PCC Driveway 5' ABX PCC Sidewalk 5` ABX PCC Sidewalk 5' ABX PCC Sidewalk PCC Sidewalk 5" ABX PCC Sidewalk Excavation (E.Q.) 33+42 34+53 Quantity 2,578.75 SY 1,146.50 LF 21.00 SY 15.11 SY 83.33 SY 21.11 SY 32+54 32+56 to 32+82 33+16 to 33+37 Scarify & Recompact Rt.&Lt. Rt.&Lt. J U LL r 33+45 to 33+57 30+00 to 35+39.19 30+00 to 35+39.19 60.00 SF Lot 8 so' Lot 9 50' E6=1 Type Curb N U Z W W - GAS- GPS- GAS - CAS- GAS - GAS El GAS _ GAS GAS -GAS -GAS - Ft Type Curb TI amp BUILD Description Side Station Quantity 5' ABX PCC Sidewalk Lt. 31+00 32.00 SF 5" ABX PCC Sidewalk Lt. 32+97 to 33+59 240.00 SF 5" ABX PCC Sidewalk Lt. 33+08 116.00 SF 5" ABX PCC Sidewalk Lt. 31+45 to 32+65 502.00 SF 5" ABX PCC Sidewalk Lt. 33+31 36.00 SF 5' ABX PCC Sidewalk Lt. 33+47 16.00 SF 50' 50' 50' LT92d`sb rn. CM 50' EL=1929.89 Lot 1 Lot 2 s, 6` NLLot 3 co 6+ N J 6' It N W 3 11 WN it S W N M m 108.00 SF 84.00 SF 32.00 SF 48.00 SF Ft EL=1929.96 1,317.64 CY 2,578.75 SY T.B.M; = SW. Cor.. of D.Streetl Balfrnore Ave. it ... Type. 'D°.Inks 1930 1928 1926 1924 1922 1920 1926 1925'.02 35 ype'`F' 1'325;56 FL me F.H:, ''r -on -North Bonnet Bol Elev...1932.00 Existing 70' ROW .8V, t o- COo JOE EL=1930.05 A BUILD INLETS # Description Side Station Quantity 15 Type 'D" Rt. 33+53.35 1 EA 16 Type "F" Lt. 33+53.35 1 EA 0 BUILD RCP # Description Side Station Quantity 15 15" RCP Lt.&Rt. 33+53.35 35 LF 16 24' RCP Lt. 30+00 to 33+53.35 353.35 LF T B:M.:=: F..H.; SWCor.:E Stet /.Baltunore Ave on -Bonnet Bolt Elev. = 193222 0 0 x Tm Birk 6 Sewells Add. Lot4 q2 � 2 Dr. 5 EL=1928.32 1 0 N 1926.S3W TC J No SW --GPS-GAS-GPS-GAS- EL=1927.35 50' Lot 5 3 0 EL=1927,87 x x CITY OF HASTINGS, ENGINEERING DEPT. C710 Baltimore Avenue Park West Drive to "E° Street Proj. No STPAA-5505(2) CN42287 Description Construction Drawing 2002-3 Design 8y DWM Dote 5/7/02 Controctor Drown By DWM APP,O)N SCALE: HORIZ::- 1" _. 20' .--- VERT.: .1:nVERT.:.1.": 2' Drn. No. of 22 Type •'F" - Inlet CN CU 0' �.1 co co Cu a' N CU a' 1930 1928 1926 1924 1922 1920 6 0' SM i -t Cu 0 Cr) a4 () aj a' (k1 a' co al a' ti C 0)0... } d• ON >. X W 41 36+00 35+00 34+00 33+00 32+50 32+00 31+25 31+00 30+00 6+00 5+00 4+00 3+00 CLI p U )) W + Cr) C C d 13/-0" f 13'-0' 12'-3° Typ. Remove Schedule Item Description Quantity Unit 1 Asphalt Pavement 8,238.21 SY 2 Asphalt Driveway 999.12 SY 3 Concrete Pavement 1,183.50 SY 4 Concrete Driveway 321.23 SY 5 Sidewalk 856 SF 6 30' Curb & Gutter 73.04 LF 7 12' CMP 234 LF 8 15' RCP 45 LF 9 18' CMP 76 LF 10 24' RCP 429 LF 11 Curb Inlet 1 Each 12 Grate Inlet 1 Each 13 Excavation (E.Q.) 7,614.14 CY 14 Flume 105 SF Build Schedule Item Description Quantity Unit 1 9' PCC Concrete Pavement (47B) 14,580.96 SY 2 6' PCC Integral Curb (47B) 6,401,34 LF 3 6' PCC Concrete Driveway (47B) 206.55 SY 4 8' PCC Concrete Driveway (47B) 361.74 SY 5 5' PCC Concrete Sidewalk (ABX) 11,845.6 SF 6 6' Asphalt Driveway Type 17c/.40 170.79 Tons 7 15' Class 111 RCP 248 LF 8 21' Class 111 RCP 37.5 LF 9 21' Class LII RCP Flared End Section 5 Each 10 24' Class Ill RCP 681.40 LF 11 Type 'D' Inlet 13 Each 12 Type 'E' Inlet 2 Each 13 Type 'F' Inlet 1 Each 14 Precast Concrete Manhole 1 Each 15 10' SDR -35 Plastic Pipe 39 LF 16 10' Dia. Plastic Plug 1 Each 17 Adjust Manhole to Grade 7 Each 18 Adjust Water Valve to Grade 4 Each 19 Adjust Gas Valve to Grade 7 Each 20 Saw Cut 320 LF 21 Scarify to 6' depth and Recompact (E,Q.) 14,580.96 SY 22 Embankment 106.88 CY U' W C L n _C m a) Note: 1. Hot poured type construction joints shall be used on this project. 2, All lighting is to be installed by others. Type "D" - Detail of Tandem 84" Long Combination 2442,2443 & 2444 style H Grate w/2445 Barrier Curb (Deeter or Equal) and Bituminus Coated FRONT VIEW Seat joints SIDE VIEW Vertical/Horizontal Reinforcing No. 4 Rebar @ 12° O.C. 6'-0" Shoulder 3' 0' 0' 0' 14' 0' Type "E" - Detail of Tandem 84" Long Combination 2442 & 2443, style H Grate w/2445 Barrier Curb (Deeter or Equal), Bituminus Coated FRONT VIEW SIDE VIEW ost Iron Ring 8 Cover. Enter e1015 (or equal) Vertical/Horizontal Reinforcing No. 4 Rebar @ 12' D.C. Type "F" - Detail of Tandem 84" Long Combination 2442 & 2443, style H Grate w/2445 Barrier Curb (Deeter or Equal), Bituminus Coated FRONT VIEW Seal joints gailia0 =sr..- SO'?rvl�� Pro'' �q. STPAA-5505(2) CR42287 Descaption Control Joints, Geometries, Details and Quantities 2, 'X ' I/ , tubes, Dote 5/7/02 Inr6.ibt'x- steel 36' long By / NiSW 2,2'X2'X 1/2' steel tubes, 36' long S. A - - SIDE VIEW Vertical/Horizontal Reinforcing No. 4 Rebar @ 12° O.C. 6'-0" Shoulder 3' 0' 0' 0' 14' 0' Type "E" - Detail of Tandem 84" Long Combination 2442 & 2443, style H Grate w/2445 Barrier Curb (Deeter or Equal), Bituminus Coated FRONT VIEW SIDE VIEW ost Iron Ring 8 Cover. Enter e1015 (or equal) Vertical/Horizontal Reinforcing No. 4 Rebar @ 12' D.C. Type "F" - Detail of Tandem 84" Long Combination 2442 & 2443, style H Grate w/2445 Barrier Curb (Deeter or Equal), Bituminus Coated FRONT VIEW Seal joints SIDE VIEW ast Non RMg & Cover. Deeter 11t015 (or equal> Vertical/Horizontal Reinforcing No. 4 Rebar @ 12" O.C. 3' 0" S!OI�:i024;5511;!1I.ii0w:Ip'SiNfag.:9435fra•Sts!I...eaSSM01 i+. sgfraWS..424 .07...14:524 42gfiton2 it �. - atlw�s!Isi sy��Ol��+i�s!IAi�iS 3' 0' t'i I ypical Construction 6' scarification and recomoaction, according to cover sheet specifications. Joint and Rebars Typical Cross Section 5'-0" �—Sidewalk NIONNSIMB • DAM L 11'ACRER `e% ik‘9>0z '4ta.? r Tgeaeaaeea •'e., CF NF CITY OF HASTINGS ENGINEERING DEPT. 0 =sr..- SO'?rvl�� Pro'' �q. STPAA-5505(2) CR42287 Descaption Control Joints, Geometries, Details and Quantities 2, 'X ' I/ , tubes, Dote 5/7/02 Contractor steel 36' long By / NiSW Orn. No. 7 of 22 ki".sa-xecs`1»�--� a -iii ' —4' 6°— 7' A' s SIDE VIEW ast Non RMg & Cover. Deeter 11t015 (or equal> Vertical/Horizontal Reinforcing No. 4 Rebar @ 12" O.C. 3' 0" S!OI�:i024;5511;!1I.ii0w:Ip'SiNfag.:9435fra•Sts!I...eaSSM01 i+. sgfraWS..424 .07...14:524 42gfiton2 it �. - atlw�s!Isi sy��Ol��+i�s!IAi�iS 3' 0' t'i I ypical Construction 6' scarification and recomoaction, according to cover sheet specifications. Joint and Rebars Typical Cross Section 5'-0" �—Sidewalk NIONNSIMB • DAM L 11'ACRER `e% ik‘9>0z '4ta.? r Tgeaeaaeea •'e., CF NF CITY OF HASTINGS ENGINEERING DEPT. 0 Project Baltimore Avenue Park West Drive to "E' Street Pro'' �q. STPAA-5505(2) CR42287 Descaption Control Joints, Geometries, Details and Quantities Design By DWM Dote 5/7/02 Contractor Drawn eyApprorea DWM By / NiSW Orn. No. 7 of 22 24+00 23+00 22+00 21+00 20+00 19+00 18+00 18+00 17+00 16+00 40' Radius N=20+78.81 E=-60 Z=0 15+00 14+00 40' Radius N=20+10.45 E=-60 Z=0 13+00 12+00 12+00 11+00 10+00 10'-0n 10/-0' 9+00 ---10'-5" -~10'-5" -- 8+00 13'-0° 7+00 6+00 12'-3° ---10'-5" - ---10'-0" - — Typ. --10'-5°-- ---10'_0" .._ 12'-1" 10, -On 10'-0° 40' Radius N=9+49.64 F 40' Radius Z=-60 =060 N=8+27.98 00 E=-60 co lc, Z=0 Do \ + L CD QJ _ 4-> d C -1-> Cu L) CITY OF HASTINGS ENGINEERING 0 DEPT. Project Baltimore Avenue Park West Drive to °E' Street `'°' "° STPAA-5505(2) C(\42287 Description Control Joints & Geometries Design By DWM Dote 5/7/02 Contractor Drown By DWM Approve, e� rnn. No. 8 of 22 36+00 (M `—I C1 + in (') d + (A111 35+00 U ---> 0 O 0 d + (4,..C7 o C') ZS d C -i-' (A 34+00 C) (') � + co d +' (A 33+00 Cu _� 0 Z5 I—d ID - rY c.„ o 0 + Q- co o +' op L Z5 d d C + -f- W (A (AC 32+00 31+00 30+00 (/) W S N +' C N 30' Radius 7'-6° - - 7'-6' N=32+56.67 20' Radius N=33+38.33 E=40 — 8'-0' ----- E=50 8'-►° Z=0 Z=0 L A as 7'}6` 13' 0° 13'-0" 13'-0° 8'-09 18 10'-2" T p 8'-0" ••...� 10 -2 T p ifii 9 3'-0° ■■■.. 10'-2" 14'-0` 1411-02 y 12'-0" Typ ■ 13 0° 13'-0' Mir1 20' Radius N=33+16.28 —8'-0°f --3'-0 20' Radius N=32+45.04 E=-40 E=-40 Z=0 7'-6 ---- ---- 7'-6° Z=0 30+00 29+00 28+00 O(4 CO + (UL CO d +' (AU 27+00 25' Radius N=27+03.80 +' W N C Q) CO OD LO a C +> d 0O Li+ t -p 26+00 C 25' Radius N=26+13.80 25+00 24+00 E=45 Z=0 E=45 Z=0 oki' 13'� 0° --- 12'-6" — — 12'-6" .._ 13°-0" 14'-0" 12'-0°---- Typ. 4 -^- 13'-0' 14'-0°-- --- 13'-0" -- 12'-6" -- 14'-0" 13'-0" — 12'-6° -- 12'-0" Typ. w 131-0" p uSSip'°°® ac a eql . em°\cr. CITY OF HASTINGS ENGINEERING DEPT. 0 0`® m ; DAOMDL : Project Baltimore Avenue Park West Drive to E" Street ' � W o 3 m� ® €-3090o Pr°` No. STPAA-5505(2) CN42287 ate° `{�m�3 °�`"Pu°" Control Joints & Geometries 4.% lit .e® �.�✓"" Design By DWM Date5/7/02 Contractor /0/°0° ° ;jai; t Drown By Db/M Approved By Dm. No, 9 of 22 1912 1910 / J 1908 1906 U) 0\ FIN0 OD 0 0 0 0 0' Cu CU a' (U -100 Sta, 0 6+00 Fill Area= Vol.= 0 0 T. Vol.= 4,58 CY Cut: Area= 128.86 SF Vol.= 421,76 CY T. Vol.= 704,03 CY Fill: Area= 0 Vol,= 0 T. Vol,= 7,61 CY 100 1912 191C 1908 -J p 0\ Fill Area= 0 Vol,= 2,61 CY Cut: Area= 98.89 SF Vol,= 242,57 CY Fill: Area= 0 Vol,= 5.43 CY 1906 0o au a' 1/40 0 N o -4 N a' O 0 COI •0 0 N CYP ar -100 SYa. 5+00 T, Vol.= 4,58 CY T. Vol,- 282.27 T. Vol,- 7.61 CY 100 1912 1910 1908 1906 I) CO 0 0 U) O 0 as 0-J h n N N -0\71\ J co 0 -4 0 U) 0 SD N N 0' 0 so 0) -zoo L+00 100 Fill: Area= 1.41 SF Vol,= 197 CY T. Vol.= 1.97 CY Cut: Area= 32,10 SF Vot,= 39,70 CY T, Vol. 39.70 Y Area= 2.93 Vol,= 2.18 CY T, Vol,- 2.18 CY 1912 191F77 •CL 1910 1908 1906 U) CO a' 0 0 U) 00 0 in c0 7 U) co 0 0 0 0 a' N U) U) m S \a, 3+65,02 100 FRU Area= 1.62 SF Vol.= 0 T. Vol,= 0 Cut: Area= 28.98 SF Vol,= 0 T. Vol.= 0 Fill: Area= 0.42 SF Vol,= 0 I. Vol,= 0 ..:,�''apFESS/ '-e DM101 c>� WACKER g��*xvri „cd : E.5090 :m °• I. a 2-yp-63 ACITY OF HASTINGS ENGINEERING 0 DEPT Project Baltimore Avenue Park West Drive to 5E' Street Pro;. Na. STPAA-5505(2) CR42287 Descdpt.on Cross Sections 9n B' DWM Dote 5/7/02 Contractor Drown By DWM ed OVBy fU Dm. No. 10 of 22 1912 1910 1908 V _J CO 03 Ncu Wcki co '0 Cu -Jo0' LL cow cur, \ Fill; Area= 0 Voli= 0 Cut: Area= 62,40 Vol.= 313.65 SF CY Fill: Area= Vol.= 4,92 SF 18.26 CI 1906 03 0' 0 ct2 CU C• Cu ID xt CO 0' o o 0' 0' 0 0 In OS' co en ei< c Cu en -roo Sta, 10+00 1912 1910 -J Lt. cr. s0 1 I ai in a I T. Vols 4,58 T. Vol.= 2189.10 T. Vo .= 55.76 CY 100 1908 Fill; Area Vol.= 0 0 ; Area= 106,97 Vol.= 362.33 SF CY Fill: Area= 4.94 SF Volt= 19.52 CY 1906 CuCu 0 0 CO 0'. co Cu -100 Sta, 9+00 T. Vol,= 4.58 CY T. Vol.= 1875 45 T. Vo ,= 37,50 CY 100 1912 1910 1908 Fitt: Area= 0 Vol.= 0 Cut: Area= 88.69 Vol.= 367.35 SF CY Area= Vols 5.60 SF 10.37 C 1906 0' a‘ 02 co 0 o CIN 0' —; en Cu N N 1/40 SD Cl] 03 C"i< Er\ 0 0 0 0' Cu CU 0 S ,a. 8+0 T. Vol.= 4.58 CY T. Vol.= 1513.12 CY T. Vo ,= 17.98- CY 100 1912 1910 1908 1906 U) CO 0 Cu 0 cFN 0 Cu o`Rt c5. 0' (U Er\ -TOO Sta, 7+0C 100 Fill: Area= 0 Vol,= 0 T. Vol.= 4.58 CY Cuti Area= 109.68 SF Vol.= 441.74 CY T. Vol.= 1145.77 CY Fill: Area= 0 Vot,= 0 T. Vo .= 7.61 ACITY OF HASTINGS ENGINEERING DEPT. '0' 0 Project Baltimore Avenue Pork West Drive to 'ER Street "'' STPAA-5505(2) CN42287 Description Cross Sections Design By DWM Dote 5/7/02 DODD-odor Drown By DWM Approved By .N./14/ Dm. No. 11 of 22 1916 1914 N 1912 N 1910 1908 191L co CU o N Ns 0 0\ U) 0 \ _J 0 \ CO 4. 4 —NE! L' o co 1/4o N 0 U) co EN" Cu o co 1/40 o \tfi 51\ a\ co No 0 1912 St0 . 1 z- +00 Fill: Area= 0 Vot, 0 T. Vol,= 4,58 CY Cut: Area= 62,70 SF Vol.= 259,67 CY T. Vol,= 3236.96 CY Fill: Area.= 2,08 SF Vol.= 3,85 CY T. Vol.= 70.34 CY 100 1910 1908 Cu .o en co co U) F\ CO 04 a1/4 c7U) U) 1: U) En' en a\ U, -100 1914 1912 Sta, 13+00 Fill: Area= 0 Vol,-= 0 T. Vol.= 4,58 CY Cut: Area= 77,52 Vot,- 264.06 SF CY T. Vol.= 2977.29 CY Fill: Area= 0 Vol,= 0,81 C T, Vol.= 66.49 CY 100 1910 1908 co CO CUen 0 co en ES. If) N l0 0 \ 05 .4-t s0 -100 Sta, 12+0C Fill Area= 0 Volt 0 T. Vol.= 4,58 CY Cut: Area= 65,07 Vol= 26.4,54 T. V FIW SF Area= 0.44 SF .ON . V.ol = 0.81 CY ot.= 2713.23 CY T. Vol.= 65.68 CY 100 191L 1912 191C 1908 co 0\ ‘,0 (U 0 en CU 11D Cr; 0 0 0 en s0 OcC 0 s0 671\ \o 0 64\ —f00 Sm.1 1 + C C 100 Fill: Area= 0 VOL.- 0 T, Vol.= 4.58 CY Cut: Area= 77.78 SF Vat' .259,59 • CY T. Vol.= 2448.69 CY Fill: Area= 0 Vol.- 9.11 CY ciE3i CRER 5090 ..40;;964 P47 echs3 0 ' O 34/ T. VoL= 64.87 CY ACITY OF HASTINGS ENGINEERING DEPT. 0 0 Project Baltimore Avenue Pork West Drive to "E` Street ' STPAA-5505(2) CN42287 Desed'r" Cross Sections Design By DVM 5/7/02 Date Contractor Drown By DVM A'proved Dy -7,41PW Dm. No. 12 of 22 1916 1914 1912 1910 UD N.15 0'. FIN 1916%07 •OL '0 Er IP 0' (t)1- CY) 02 0': cu 4 4 .6 .▪ 6 " FiP 5-4\ -100 1916 1914 1912 Sta. -J CJ rs U) ElP1 18+00 -Jo Ir 0\ 0% co co U)U) V Area= 1,55 SF Voti= 3,76 CY T. Vol.= 10.27 CY Cut: Area- 39.95 SF Vol.= 148.31 CY T. Vo .= 3987.68 CY FIW Area= Vol.= 4,91 SF. 26,09 CY T. Vol.= 171.40 CY 100 1910 N 0' 0 Cu U) F\ co o'0 o ct. fr) U) 1/46 1/46 -o-PI 6• .1P G? '0 -100 Sta, 17+00 Fill: Area= 0,48 SF VOt = 1.41 CY T. Vo ,= 6,51 CY Cut: FIW Area= 40.14 SF Area= 9.18 SF VQL7-: 170..39..C{ Volt= 33.30..CY I. Vo 3839,37 CY T. Vo i= 145.3 100 1916 C -J IT-LsIJ) 0 \ cN c> 1912 1910 0) U) Cu 0' 0 a‘ 0' 5P U-) Cu '0 FIN cu C '0 co 0 '0 ErPI 4 oP 4 so oi 1/46 1/46 6.4% ON IT> -100 Sta. 16+00 Fill: Area.= 0.28 SF Vol.= 0.52 CY T. Vo .= 5.10 CY Cut: Area= 51.87 SF Vol= 205.98 CY T. Vot,= 3668.98 CY Fill: Area= Vot = 8,80 SF 27.06 CY T. Vol.= 112.01 CY 100 1916 1914 1912 1910 U) CU 0' cri N C \ci Cu 0 Cu co Cu 0 CU • 'O'D Sm. 15+00 Fill: Area= 0 Vol.= 0 T. Vo ,= 4,58 CY Cut: Area= 59.36 SF Vo1,= 226.04 CY T. Vo ,= 3463,00 CY Fill: Area= 5.81 SF Vol,= 14.61 CY T. Vot,= 84.95 CY 100 ACITY OF HASTINGS ENGINEERING DEPT. '0 0 Project Baltimore Avenue Park West Drive to "E" Street Pr". STPAA-5505(2) CN42287 Des`6*'" Cross Sections Design 6Y DWM Dote 5/7/02 Contractor Drown DWM Approved kin/ Urn. No. 13 of 22 1916 1914 co 1912 1910 U) U) 1/40 1/40 co 0 U) U) 0 \ Fs - 00 Sta, 22+0C Fill: Area= 0 0 T. Vo s= 15.88 CY Ctyt: Area 54,11 V - et,- 205,54 CY T. Vo -t,= 4789.94 CY Fill: Area= 9.27 SF Voi','3149 CY. T. Vo ,= 279,08 CY 100 1916 191L 1912 1910 0 ko U) 1/4o N Cu CO N 05 FIN Sta, 21+00 Area= 0 Vol.,= 0 T. Vol, = 15.88 CY Cu Area= 56.88 SF Vot.= 236.02. CY T. Vot.= 4584,40 CY Fill: Area= 7,57 SF Vol,= 32,52 'CY T, Vol,= 247.89 CY 100 1916 191L U) on Lon --4 cNoN C 1912 1910 1916 191L 1912 1910 .0 cr. Fis '0 0 to Sm. 20 -FCC 1915.77. CL -Jo LA -I' - NN U)I1) 5.15\4 Area= 0 Vol.= 1,37 CY T. Vo .= 15.88 CY Cut: Area= 70.57 SF Vol..= 208..70 CY T. VoL= 4348,38 CY Fill: Area= Vols T. Vo 9.99 SF 26.69 CY t= 215.37 CY 100 FiW Area Vot,= 0.74 SF 4.24 CY T. Vol,= 14,51 CY 0' U) o< CO 0 .6 6,1 -TOO 1Q0 Sm 19+C0 Cut: Area= 42.13 SF Vot,= 152.00 CY T. Vol.= 4139.68 CY Fill: Area= 4,42 SF Vol,= 17,28 CY T, Vo 4= 188.68 CY 00000000" tOCESSio>t, a serf:: DAM L a !OMER 1 .‘„J$C ?;" • laesi! CF S (fr ACITY OF HASTINGS ENGINEERING 0 DEPT. li Project Battirnore Avenue Park west Drive to 'E° Street P"' STPAA-5505(2) CN42287 °"`46°' Cross Sections Design By DWM Dote 5/7/02 Contractor Drown By DWM Approved MkOBY No. Dirn. 14 of 22 1920 1918 1916 0_1 191L FRU Area= 0 1912 -roo 1918 1916 1914 1912 so G 0N co N 0 N C6 CU 04 N 0 0 OJ ON 0 Sm. 26+0C 0—I CU GD LI_ NN WC') co Er 711\ • CU 6 5 1\ NGD El' 1\ N co GD GD GD co co as o co N CO ‘C; ON 'ON -I ER sO 05 Val.= .6.06. CY T. Vol,= 32.00 CY Cut Area= 32.99 Vol- 109..00. SF CY T. Vol, = 5383.75 CY FRU Area= 0 Vol.= 20.83.CY T, Vot.= 405.21 CY 100 -TOO Sm. 25+0C FRU Area= 3.27 SF Voir= -8,06 CY T. Vol.= 25,94 CY Cu Area= 25,87 SF Vol, = 121,48 CY T. Vol.= 5274.75 CY FRU Area= 11,25 SF Vol... 40,11- CY T. Vol.= 384:38 100 1918 1916 191L 1912 04 N U) 0 sO FRU Area= 1,08 SF Vol.= 2.00 CY 04 N CO 7ti• <1: sO a- I\ Fg 00 Sta, 2L+00 T. V.oL= 17.88 CY Cut: Area= 39.73 SFO Vol.= 168.35 CY T. Vol.= 5153,27 CY Area= 10.41 SF Vol,= 33.65 -CY T. Vol.= 344 27 CY 100 1918 1916 191L NN MW ui 04 1/46 NN WM 1/4i5 'cis4 Fill Area= 0 1912 -TOO U) cu sD N CU co \th. Sta, 23+0C co co so 100 V ol - 0 T. Vol.= 15.88 CY Cut: Area= 51.18 SF Vol,. 194.98 CY T. Vol.= 4984.92 CY Fill: Area= 7.76 SF Vol..= 31.54 CY T, Vol.= 310,62 CY /1\CITY OF HASTINGS ENGINEERING DEPT. 00 Prod Baltimore Avenue Park West Drive to 'E" Street '".STPAA-5505(2) CN42287 Description Crossd Sections Designer DWM Dote 5/7/02 Con&octor grogneya DWM kinforenAtiv O 15 of 22 1928 1926 192 L C.) J L_ -Jo Ls.J'- HU: Area Vol.= 0 0 Cut: Area= 45.87 Vol.= 187,24 SF CY Filt: Area= 0 Vol.= 0 1922 04 N Cu 0' up 0) N CU aiN CO CO Cu \ '-I If) 0' ‘6 Cu a' \ s6 0' I1) 0 0'Cu '0 r•-• NW (\JCu a'0' 05 Cu 0\ Cu U) W Cu - 1'00 Sta, 30+0C T. Vol.= 106.88 CY I. Vot.= 6296,50 CY T, Vol.= 405,21 CY 100 1928 1926 192z 924.24. FL 1922 N D s0 cu a' \ op 0 tri Cua' U-) Cu a' 1924.64. CL Cu U) Cu a' CuCu ca' rt CuCu 0\ 0\ -Jo L_ k- it N 4 4 N ON ON to N '0'0 CuCu 0 \ 0 a \ 1/46 a \ SD Cu CuN a' - 100 S ,a, 29+00 Fill: Area= 0 Vol.= 37.44 CY T. Vol.= 106,88 CY Cut Area= 55.24 Volt= 210.1.9 SF T. Vol.= 6109,26 CY FLU Area= 0 Vol.= 0 T. Vots= 405.21 CY 100 1926 192L 1922 1920 ‘0 C6 Cu a' \ CO Cu Cu CO c> 0 Cu a' \0' 05 Cu 1/40 oi Cua' CO CO 0'en Cu 0 N C', cuCu U) a' Cu a' NW NO \ 4 4 CuCu \ Cr \ 115 Cu -MO S ,a, 28+00 Fill: Cut: Area- 20.22 SF Area 58.26 .37..4.4..CY . Val.= .281.0.6 Sr T. Vali= 69.44 CY T. Vol.= 589 .07 CY Fill: Area Vol.= 0 0 T. Vol.= 405, 1 CY 100 192z- 1922 1920 co Cu a \ 1918 Er\ U) N 0 Cu a \ co a'04 U) oo Cu Cua' Cu 06 Cu\ co en Cu COI CuCu \ 0 W Cu D 03 Cua' co Cu Cua' - 100 STa. 27+0C 100 FRU Area= 0 Vot,= 0 T. Vot. 32.00 CY Cut: Area= 93.51 Vol.= 234,26 SF CY T. Voli= 5618.01 CY FRU Area= 0 Vol.= 0 I. Vol, = 405.21 CY OVE.SS/0,1,4„ itc);. A socWCKER ACTTY OF HASTINGS ENGINEERING DEPT. '01 0 Project Baltimore Avenue Park West Drive to "EStreet STPAA-5505(2) C42287 Desed'u*" Cross Sections Des'gn BY DWM Dote 5/7/02 Contractor Drown By DWM APPioveW 16 of 22 1932 1930 1928 Cu N OJ CU a' .-, 1929:12 CL -J N N 0o N O Flll: Area= 0 Vol.= 0 CU Area= Vot,= 157,04 SF 04,24 CY Fill: Area= 0 Vol,= 0 1926 c7 M 0 M Os N 0 o co O' -roo Sta. 33+^2,5 T. Vol,= 106.88 CY M N o co 0' T, Vol = 6997,04 CY T. Vol.= 405.21 CY 100 1932 193C 1928 1926 U) coo co N N ON O' N O+ M N Os N Os -roo Sta, 32+80,66 Fill: Area= 0 Vol. •0 T. Vol.= 106,88 CY Cut: Area= 103,56 SF Vol.= • 237.19 ' CY T, Vol.= 6892.80 CY Flll: Area= 0 V o'l:=..0 T. Vol,= 405.21 CY 100 1932 1930 1928 1926 N 0 6 co O J U G5 N N 0' 00 CU OS J o U_ os Cu o t N co o 6 6 0) co co 0' ON ON N 0 N N o 0 M co 0' a\ -roo Sta, 32+00 Fitt: Area= 0 Vol.= 0 T, Vol.= 106.88 CY Cut: Area= 55.63 SF Vol.= . 188.59. CY T. Vol.= 6655.61 CY Fitt: Area= 0 Vol = 0 T. Vol, = 405.21 CY 100 193C 1928 1926 1926 M N 05 Cu oN N 0 W ONN 1927.46• FL 1f) N Cu 1927.86 CL tO o ON o co Cu N ON J(.1 Lo_ H t1) D t O' Os— N O' oNN N 0 0 M O• -zoo S :a, 31+00 100 Fill: Area= 0 Vol.= 0 T. Vol.= 106.88 CY Cut: Area= 46.21 S. Vol,= 170.52 CY T, Vol.= 6467,02 CY Area= 0 Vol.= 0 T. Vol,= 405,21 CY ACITY OF HASTINGS ENGINEERING 0 DEPT. Project Baltimore Avenue Park 'Jest Drive to 'E" Street P"'"' STPAA-5505(2) CN42287 °esc pto Cross Sections Design Dy DWM Dote 5/7/02 sono -°a« Dream ByDWM npprovea tn. No. 17 of 22 1932 193C o U7 OO' M N OO 1929.83• CL J 0 M W 0 O'. N N ON ON 1928 Area= 0 Vol.= 0 Cu Area= 0 Vol,= 0 Fill: Area= 0 Vol,= 0 1926 -100 S Ca, 35+39,19 T. Vol = 0 T. Vol,= 0 T, Vol. = 0 100 1932 1930 0 J I- LL N N ON 7 N al o al ON ON 1929.71 • CL d N 0U al M N ON 1928 Fill: Area= 0 Vol,= 0 Cut: Area= Vol.= 0 168,33 C Y Fill: Area= 0 Vol.= 0 1926 00 S a, 35+0C T. Vol = 106.88 CY T. Vol = 7614,14 CY T. Vol = 405,21 CY 100 1932 1930 1928 1926 U7 N U") ,it M CO M ON ON o< co W 6 OS M ON Or N 0 (Y) 0' CU M Cu 0 O' O .-i N CO M 0\ 0' 0' 0 co co 0' n O M 0' -100 S,a, 3z+00 Fill: Area= 0 Vol.= 0 T, Vol,= 106,88 CY Cut: Area= 90.90 SF Vol,= 448.77 CY T, Vol,= 7445,81 CY Fill: Area= 0 Vol,= 0 T, \/ot,= 405,21 CY 100 ACITY OF HASTINGS ENGINEERING DEPT. 10 Project Baltimore Avenue Park West Drive to "E" Street "' "a. STPAA-5505(2) CN42287 Descrip11on Cross Sections Desyn B' DWM Dote 5/7/0202 contract or Drown By DWM �/%� Approved Byi�r •""' Dm. No. 18 .Of 22