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Home My WebLink AboutPD2005-9PhaseINORTH SHORE DRIVE -Baltimore Ave. to Wendell Dr. Paving District 2005-9 Phase 1 . wt. a Bum e Be E . *RJ ee ES �a_ y-� b t ■�,I y wwinmmmmm mm ��i �mm mmmmmm mm Alen jp la1 s i1u7.1 IAlenInII u rnr �S I I. I liIll1111 Will � 1 1Will T c® 11011 log 111 11ll11111 Ill sin an IL a Jr _-- liWit f`--1! -■r.— `'� LRell LIIJ 11 i S 11 En ire' ICI Cr uuun un (11) Scale: None int %, III''III A , North End Project Sta. 27+46.83 CALL BEFORE YOU DIG DIGGERS HOTLINE. OF NEBRASKA 1-800-331-5666 Utilities Director of Engineering INDEX OF SHEETS SHEET NO. 1 SHEET NO.2 SHEET NO. 3-6 SHEET NO. 7-12 SHEET NO. 13-14 SHEET NO. 15-17 SHEET NO. 18-24 COVER SHEET TYPICAL SECTIONS AND DETAILS SHEET REMOVAL SHEETS PLAN & PROFILE SHEETS STORM SEWER PLAN SHEETS JOINT DETAIL SHEETS CROSS SECTION SHEETS LEGEND x "p 'os o UP • • Y O 0, e FH H WV „ GV 6—t6—a6 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 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. 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. 'Jr rA2 Hastings City Surveyor 6 �y zooms Date SUMMARY OF QUANTITIES s f+s of1ttnItfr3,�, %..s*ss +'Y4 DAVID L WACKER g-5090 V -ia- s000aovo SO, OF haiarrgwso ITEM NO. DESCRIPTION ESTIMATED QUANTITIES UNIT I Remove Asphalt Pavement 7,2% Sq Yd 2 Remove Concrete Driveway 489 Sq Yd 3 Remove Concrete Pavement 304.5 Sq Yd 4 Remove Sidewalk 427 Sq Ft 5 Remove 12" to 24" Tree 2 Ea 6 Remove and Reset Bollard Fence 535 Lin Ft 7 Remove 24" CMP Culvert 304 Lin Ft 8 Remove 30" CMP Culvert 20 Lin Ft 9 Remove 36" CMP Culvert 52 Lin Ft 10 Remove 24" Metal Flared End Section 2 Ea II Additional Bollard Fence Post 10 Ea 12 Saw Cut 48 Lin Ft 13 Build 6" PCC Pavement (47B) 10,110.3 Sq Yd 14 Build 6" Integral Curb (47B) 5,703.83 Lin Ft 15 Build 6" PCC Driveway (47B) 485.1 Sq Yd 16 Build PCC Header (47B) 155 17 Build 5" PCC Sidewalk (47B) 427 18 Embankment In Place 3,740 19 Build Asphalt Surface Type 14 135.2 20 PG Binder 64.22 7 Ton 21 Tack Coat Applied Type SSHI 100 Gal 22 Build 15" RCP Class III Storm Sewer 35 Lin Ft 23 Build IS" RCP Class III Storm Sewer 75 Lin Ft 24 Build 24" RCP Class III Storm Sewer 167 Lin Ft Lin Ft Sq Ft CY(EQ)* Ton 25 Build 30" RCP Class III Storm Sewer 26 Build 36" RCP Class III Storm Sewer 27 Build 48" RCP Class III Storm Sewer 28 Build 24" RCP Class III FES 29 Build 48" RCP Class III FES 30 Build Storm Sewer Pipe Plug 18" 31 Build Storm Sewer Pipe Plug 24" 32 Build Storm Sewer Pipe Plug 48" 33 Build 4' x 4' Junction Box w / Manhole 34 Build 6' x 6' Outlet Structure 35 Build Curb Inlets Y=6' R443 -R6 36 Build Curb Inlets Y=12' R443 -R6 37 Adjust Manhole to Grade 38 Adjust Water Valve to Grade 39 Adjust Gas Valve to Grade 40 Traffic Control/ Barricades 41 Install & Maintain Silt Fence 42 10" PVC Sanitary Sewer Main 43 8" PVC Sanitary Sewer Main 44 8" Class 52 Sewer Main 45 8" PVC Plug 46 5' x 48" Diameter Manhole, Complete Additional 48" Diameter Manhole 47 Barrel 48 10" Class 52 DIP Water Main 49 10" Solid Sleeve Relocate Existing Fire Hydrant 50 Assembly Hastings City Engineer 95 Lin Ft 483 Lin Ft 179 Lin Ft Ea 2 Ea Ea Ea Ea Ea Ea 10 Fa 2 Ea 2 Ea 4 Ba 4 Ea 1 LS 1,505 Lin Ft 88 Lin Ft 434 Lin Ft 20 Lin Ft 2 Ea 5 Ea 17.35 Vert Ft 20 Lin Ft 49 Pounds Ea �- /3-Z044 Date ACITY OF HASTINGS, ENGINEERING DEPT. 0 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005-9 Phase 1 Description COVER SHEET Design By Dote D.M., Olsson Assoc. 5/2006 Drown By Contractor B.B: Dm. No. 1 of 24 VARIES 31' VARIES 1� 4:7 6 Shoulder @ 2% (Typ.) III -III 11=�i�� I111 \\\� 1—P \ �\ \1 \/I \/\ i=- iI i//,/i\,=- \/=i,\,-/�=,\\\i\,=-1 4I I- < \ I- /\=-1 I I- \,=- 1 \I \I- ,\=-1\ ii/1 �I-,-,=-1 II 1== 11==;-- 1 I 11 = 1 1 1- 1 I I\//1=111—III-11// 1 1 1 1 1 /`:111 1 11=1 1 1=I 11 II 11 II 11 — I—IIII111IIIII IIIIII I IH=111-1 11 —111-11 =II=III=III=; I1-1 I 11I -11I-111 I -111=111=11I- 111-11- - - M 6" PCC Pavement 2% slope (Typ.) 2% slope (Typ.) 1' 6' Shoulder @ 2% (Typ.) a .4' 4Ifflffl 1=��11=111=11=1 4.7 O N1-111 111_11_ 6' Prepared subgrade TYPICAL 31' CONCRETE STREET SECTION A 4 . • A Scale: None 1 1/4" X 1 1/4" X 1/4" angle x 1" long A .25'- A 4 1/2" O.D. steel post - 1/4" thick. 36" above ground. Filled w/ Concrete 1' Dia. Concrete Base - 2' deep Bollard Detail Scale: None TYPICAL CROSS-SECTIONS & DETAILS 11//.,f ssioe a DAVID L vi tini G '-a A CITY OF HASTINGS, ENGINEERING DEPT. Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005-9 Description Design By Drown By D.M. B.B. Typical Cross -Sections & Details Date Contractor 3/2006 Dm. No. 2 of 24 BALTIMORE AVENUE EL=1928.11 CL BOP Sta = 0+00.00 CL EL=1926.7 PI Sta = 0+41.87 ±±:,-±3 REMOVE ASPHALT PAVEMENT Station to Station Station to Station Side SQ YDS 0+42 to 6+00 LT & RT 1795 PI Sta = 0+41.87 . .:::',..4;..q4::.:": REMOVE CONCRETE PAVEMENT Station to Station Side SQ YDS 0+18.23 to 0+41.87 LT & RT 111.5 LIN FT 5+68 LT PI Sta = 0+41.87 r3Z° ' REMOVE & RESET BOLLARD FENCE Sheet Sq Yds Total REMOVE 30" CMP 1795 Side LIN FT 5+68 LT 20 r3Z° ' REMOVE & RESET BOLLARD FENCE Sheet Sq Yds Total 1 1795 Side LIN FT 1513 3308 4+13 to 6+00 RT 225 0 UP\ Anc 0—UP 1 4..ght Prop. N=10033.01 • F=10391 93 Prop. N=10153.06 =10482s0 1925.83 N9=op050332K..2 1_09 N=0 033.03 125.17 .1E10541 96 20' NORTH AC1 Scale: 1"=20' 0' 20' 40' EL=1920.15 1111111111111111111111 FH NORTH SHORE DRIVE 4 CP 3 N=10 60' o Sear EL=1919.98 ' — ' 22.19 CP 1 N=10000.00 E=10000.0 EL=1926.16 CL EL=1926.001 CL I EL =1925.57 �.� �♦ ♦��► ♦ 5+00 Post 6+00 O UP Fence EL =1923.84 1.:: ' 7: : REMOVE ASPHALT PAVEMENT Sheet Sq Yds Total 1 1795 1795 2 1513 3308 3 2130 5438 4 1858 7296 Fence EL =1923.84 1.:: ' 7: : REMOVE CONCRETE DRIVE WAY Sheet Sq Yds Total 1 0 0 2 186 186 3 170 356 4 326 682 Fence EL =1923.84 D Fence EL =1923,84 S • O Post Ae aav YW)/1 o: yP oooaeaaa aaa nt Ol1s DAVID L- e : WACKER =mac atlt: :cat E 5090 •� S CITY OF HASTINGS, ENGINEERING DEPT. '0 Project NORTH SHORE DRIVE BALTIMORE AVE - WENDELL DR. Proj. No. PD 2005-9 PHASE I Description REMOVALS Demon BY B.B. 2/2005 Contractor Drown By ALM Dm. No. 3 of 24 vv oe o VVVVVVVVV0070 00000000070.a1 REMOVE SIDEWALKooavVVoaaaaa. Sheet Sq Ft Total 1 0 0 2 199 199 3 183 382 4 45 427 D Fence EL =1923,84 S • O Post Ae aav YW)/1 o: yP oooaeaaa aaa nt Ol1s DAVID L- e : WACKER =mac atlt: :cat E 5090 •� S CITY OF HASTINGS, ENGINEERING DEPT. '0 Project NORTH SHORE DRIVE BALTIMORE AVE - WENDELL DR. Proj. No. PD 2005-9 PHASE I Description REMOVALS Demon BY B.B. 2/2005 Contractor Drown By ALM Dm. No. 3 of 24 0 sews Ugh k±3± REMOVE ASPHALT PAVEMENT SQ YDS Station to Station Side SO YDS 6+00 to 12+00 LT & RT 1513 0 sews Ugh 1310 N. Shore Dr. 1306 N. Shore Dr. —9-4-0' REMOVE & RESET BOLLARD FENCE at:::--.::'') REMOVE CONCRETE DRIVE WAY SQ YDS Station to Station Side SQ YDS 7+44 LT 93 8+35 LT 93 1310 N. Shore Dr. 1306 N. Shore Dr. —9-4-0' REMOVE & RESET BOLLARD FENCE Station to Station Side SQ YDS 6+00 to 9+00 RT 310 0 20' NORTH .4() Scale: 1"=20' 0' 0Sew« 0 sewer Prop. N=10033.01 E=10681.98 1921.90 Prop. N=10033.11 E=10771.92 1919.03 vvvvvvvv vvvvvvvv vvvvvvvv 'vevvvv,, vvvvvvvv I Prop. N=70033.05 Prop. N=10033.11 E=11065.83 1912.21 o" �- -7CMP NORTH SHORE DRIVE EL=1905.69 1) Control 10+00 11+00 20' 40' 60' 1111 REMOVE SIDEWALK Station Side I I I REMOVE 24" CMP 7+70 Side LIN FT 10+60 LT & RT 56 0Sew« 0 sewer Prop. N=10033.01 E=10681.98 1921.90 Prop. N=10033.11 E=10771.92 1919.03 vvvvvvvv vvvvvvvv vvvvvvvv 'vevvvv,, vvvvvvvv I Prop. N=70033.05 Prop. N=10033.11 E=11065.83 1912.21 o" �- -7CMP NORTH SHORE DRIVE EL=1905.69 1) Control 10+00 11+00 20' 40' 60' omaer St Pro N -10p. 033.06 ♦P=1115 61 1914.75 12+00 Wote rs fa9e pureNyw 1 ESS,o»0. A DAVID L WACKER 22+ E-5093 'h3 , CITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project NORTH SHORE DRIVE --Balt. to Wendell Dr. Proj. No. PD 2005-9 Description REMOVALS Design By B.B. Drown By B.B., Dale 2/2005 *owed liew. Controctor 4 of 24 ""' wavvVvVVVveVvv vvv vovovvvvv, REMOVE SIDEWALK Station Side Sq Ft 7+20 LT 52 7+70 LT 52 8+10 LT 48 8+57 LT 47 omaer St Pro N -10p. 033.06 ♦P=1115 61 1914.75 12+00 Wote rs fa9e pureNyw 1 ESS,o»0. A DAVID L WACKER 22+ E-5093 'h3 , CITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project NORTH SHORE DRIVE --Balt. to Wendell Dr. Proj. No. PD 2005-9 Description REMOVALS Design By B.B. Drown By B.B., Dale 2/2005 *owed liew. Controctor 4 of 24 Prop. 1914'C — 0 Sewer 777 V 0444004 V44444444 v 44044404444 70007 44440 V 4 V 4041 =.700070V40000 REMOVE SIDEWALK Station Side Sq Ft 13+00 LT 37 13+50 LT 50 14+30 LT 48 14+80 LT 48 0 Sewer 1110 N. Shore Dr. NORTH Scale: 1"=20' 20' 0' 20' 40' 60' ±±��±3±i wwSSSAStation REMOVE ASPHALT PAVEMENT t9 Station Side SQ YDS 12+00 to 20+00 LT & RT 2130 89 14+53 LT 1110 N. Shore Dr. NORTH Scale: 1"=20' 20' 0' 20' 40' 60' 0 Sewer 0 Sewer / / Pro Prop. N=10032.90 E=11490.37 1918.25 <4i 191 '________ • n. ^h' 01:916t 4444444 4 . . 0440474' CO 2E00 =N o 4040441 4444444 ev0000C N=4)0033.21 1160 Si 7.6 062'99 NORTH SHORE DRIVE Asph. EL=1917.94 Grovel Rood 0 0 + O N 0 rn FH O UP X Control N=10000.00 PPin 1� 1181 —1 i9 EL=191 • 2 N=10000.00 12+00 1-4-400 E=11811.290 FH UP •0 0 0 a C, N N N FH N WV UP X Anc ar a `r O G••e06 p•••% f O �cA q, eg DAWD L e G� h • WACKER • o = y E-5090 PP, .34474 AN CITY OF HASTINGS, ENGINEERING DEPT. 00 Pmj•ot NORTH, SHORE DRIVE - Bait: to. Wendell Dr. Proj. No. PD 2005-9 Deeetiption REMOVALS Design By B.B. Dote 2/2005 cost oetur Drawn By B.B. APPr°ved fe/W Om. No. 5 of 24 ;`;` ::: REMOVE CONCRETE DRIVE WAY Station to Station Side SQ YDS 13+27 LT 89 14+53 LT 81 0 Sewer 0 Sewer / / Pro Prop. N=10032.90 E=11490.37 1918.25 <4i 191 '________ • n. ^h' 01:916t 4444444 4 . . 0440474' CO 2E00 =N o 4040441 4444444 ev0000C N=4)0033.21 1160 Si 7.6 062'99 NORTH SHORE DRIVE Asph. EL=1917.94 Grovel Rood 0 0 + O N 0 rn FH O UP X Control N=10000.00 PPin 1� 1181 —1 i9 EL=191 • 2 N=10000.00 12+00 1-4-400 E=11811.290 FH UP •0 0 0 a C, N N N FH N WV UP X Anc ar a `r O G••e06 p•••% f O �cA q, eg DAWD L e G� h • WACKER • o = y E-5090 PP, .34474 AN CITY OF HASTINGS, ENGINEERING DEPT. 00 Pmj•ot NORTH, SHORE DRIVE - Bait: to. Wendell Dr. Proj. No. PD 2005-9 Deeetiption REMOVALS Design By B.B. Dote 2/2005 cost oetur Drawn By B.B. APPr°ved fe/W Om. No. 5 of 24 am A kr REMOVE 12 - 24" TREE 3j REMOVE ASPHALT PAVEMENT Each Station to Station Side SQ YDS 20+00 to 28+06 LT & RT 1858 24+38 RT 46 am A kr REMOVE 12 - 24" TREE a;'.:::';:;:: REMOVE CONCRETE DRIVEWAY Each Station to Station Side SQ YDS 23+45 LT 52 24+38 RT 46 27+30 RT 35 208 am A kr REMOVE 12 - 24" TREE Station Side Each 24+60 to 25+10 LT 2 Control N=10432.97 E=11811.07 J --- 1913.02 Anc UP Nro=10 Pp. 487.8 • E-1-194 . 1915.80 b •`Z ,c)o 1006 N. Shore Dr. ,„.7.„„„,, avvevav v v vova go e�eee enc ev� REMOVE SIDEWALK Station Side Sq Ft 27+25 LT 45 Control N=10432.97 E=11811.07 J --- 1913.02 Anc UP Nro=10 Pp. 487.8 • E-1-194 . 1915.80 b •`Z ,c)o 1006 N. Shore Dr. ::;.::1:L:: ;e'..-. REMOVE CONCRETE PAVEMENT Station to Station Side SQ YDS 27+02 LT 193 Station Side LIN FT Control N=10432.97 E=11811.07 J --- 1913.02 Anc UP Nro=10 Pp. 487.8 • E-1-194 . 1915.80 b •`Z ,c)o 1006 N. Shore Dr. I\\\\\\\\\\\\\V i REMOVE 24" FES REMOVE 24" CMP Side Station to Station Side LIN FT 23+45 LT 40 24+67 to 26+75 LT 208 I\\\\\\\\\\\\\V l"•.... REMOVE 24" FES Inman Side Side Each. r 23+45 LT 2 I\\\\\\\\\\\\\V REMOVE 36" CMP Side LIN FT 21 +40 RT 52 O NH 908 N. Shore Dr. 914 N. Shore Dr. �www� r a s• 40.4 440 tra ,r�r - 1111111111 t �, \r 1111►1111►I►1►►►►►111►111►11►►i1►►►►1111►11►1111 � M 1S DRIVE t� v ,,,�••�►�,,� ,." .;`.�. � NORTH SHORE �, -" • r 'i; � �►/ �.�,. ►�n�i111111111111111111111111111111111111111111111 ...•,►♦♦♦♦♦. �JC+'acti�`:''�►lll�r,,��`�..n.> 24" OR .-............� 441, 404404.4,4040404444#040444,44.. 4"1")44140.4$4 •®•®.:®®®®•4.40 Wit®®�••00 F.E.S. or .40 if if 25+00 el 11Sght ¢ght EL=1914.17 Pin =1911.92 ght 923 N. Shore Dr. 907.01 • Control =1912.27 0 / ^ght 6 \ \ \ \ \ \ Top Top \\\\ 908.37 \\\ N N=10372.68 E=12026.770 EL=1917.18 O O O N PPin EL=1914.37 7 08.27 N N N \ \ Top Top\ EL N EL=1908.0 N 5 P 07�.= 1907.44 N N 5.54 \ 4 NOTE: At Sta. 23+45 LT, Contractor shall salvage existing storm sewer pipe and flared end sect to City of Hastings. PPin EL=19D7.99.__ 0 N=10530.05 E=12430.900 EL=1917.29 Ak w4. 27+00 n 6:2IFFIEH 3 EL=1916.05 \ \ 20' \ \ EL =1907.50 915 N. Shore Dr. 2 NORTH Scale: 1"=20' 0' 20' r I A DAVID L WACKER E-5090 lr -/3- ze EL =1908.00 4)- 4p' 60' 916.64 915.97 CITY OF HASTINGS, ENGINEERING DEPT. /70 Project NORTH SHORE DRIVE -Baltimore to Wendell Dr. Proj. No. PD 2005-9 Oaoription REMOVALS Design By B.B. Drown Dj B.B. Dat' 212005 Contractor No. 6 of 24 Y I//A CL EL=192 .114sph. EL =1927.63 33' R.O.W ¥ Ft AAI ! EL= if 26.19 I II CLW ELD26.7 \W Q CC 0J Q m r. EL=1926.13 Asph EL=26.38 kFl '\ELd1925.95 FL EL=190.15 TC EL=19$6.56 .x Tr UP\ x x Et '� \ TC EL=192.6 L=1926.60 926.17 TC EL=1926.0' Fl EL=1926.21 CL EL=1926,1 M N o T x EL =1928.52 HE O fLS 07 0W 0 cc E2928.42 V W CO �I=19P7.74 EL=I 47 FL=�252.2 �+2- •- x EL=1927.42 x EL=1927.07 • 1926.66 TC EL 1927.00 O -.-,- o+ E 192 70 North Shore Heights x T2p Lot 1 275.8' EL=1926.35 x EL=1926.72 NOTE: 1. Approx. 3740 C.Y. of Embankment will be needed for the construction of this project. The Contractor shall notify the City where the dirt is coming from so that a Proctor curve can be generated for Compaction testing. 2. Contractor shall drop curb at intersection for handicap ramps. Location to be determined in field by Engineer. 3. Contractor shall notify and work with Hastings Utilities with any Utility work that needs to be completed prior to Paving the street. Prop. ce N=10033.01 U -10321..93 W q Tgym tight EL=1925.90 m x EL=1924,23 EL=1926.93 ca+ Lakeview Add. Lot 1 x EL=1926.70 LL 160.0' O LL co off' d w Pr N E O w x d'EL=1922.71' - ics._.-. -L. 4'. _ - - - - - --.-.-.-x CI-12?4,$2�.-.-.-.-.-. rd rd L .-.-.-.-.-.-.-.-.A...-. -.-.-.-. in-le-.cr.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..F:-.-.-.-.�.-.-.-.-..-.-.-� .- m to to EL= 1926.38 TC26 23 1926.19 TC 1926.00 TC25.99 1925.81 TC 4 19Y5.F6211C 24'28 1925.43 TC 23.31925.37 TO 1925.30 TC 1925.24 TC 1925.06 TC 1924.82 TC 1924.66 TC 1924.35 TO 60' R.O.W. • • p- 10033.09 N 10482.21 N X5.17 °' °' Sta. 4+96.63 B.C. 0 Saxer f III. • Q CD x >1`L=13124.97 5 _ as 0 Z U I- 01 3' U m LO N aj cn LL I- to <0� N N coa :6033.03 PN -10541..96 CP 3 N=10022.19 E=10567.320 EL=1924.01 N=10000.00 OE=10000.00( EL=1926.16 CL EL=1926.00 SCA 1"= 1" = Ft EL=1926,13 TC EL=1 'EL=iY�6 Ft F`L=192 EL=192 MH Fl EL=192 H col 011 1926.16 1926.16 CL 1926.07 FL 1926.57 TC EL=1925.89 Top EL=19??6.2E=1924.56 .70 51 .4 TC EL=1^ 66 EL Ft EL=19 _S: 0' HOR VER 5.5d =1925.28 x • • +0.10% -0.38% 1. 'i E 02 EL=1924.09 EL=1923.38 TOE EL=1923.36 I 11 EL=1926.46 196.19 CL EL=1926.47 1+00 -0.38% 1925.69 FL -0.38% x EL=1925.22 EL =192637 1926.00 CL 1925.69 FL EL=1925.7526.19 TC AVA% nc 192 .50 FL EL=1926.24 1925.81 CL EL=1926.41 _ E1.=1926.15 1 925 50 FL r 1925.31 F EL=1925.87 1925.62 CL 1925.43 CL Z .. 4 • 924.87 FL 1924.80 FL EL=1926.22 .0.38% 1925.24 CL 1925.18 CL 1925.11 CL 1024.74 FL 1924.56 FL 1 EL=1926.0 N -1.17% 1925.05 CL 1924.87 CL EL=1926.39 x Asph. EL=1926.00 3 1+00-1925 o6 1925.12 FL 1926.00 TC TE EL=1924.75 x EL=1924.01 EL=1923,83 City of Hastings BUILD 6" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 0+18.23 to 0+41.87 LT & RT 111.5 0+41.87 to 6+00 LT & RT 2098.70 5+27.63 to 6+00 LT 83.8 BUILD 6" P.C.C. INTEGRAL CURB Station to Station Side Lin. Ft. 0+18.23 to 0+41.87 LT Sc RT 78.5 0+41.87 to 4+96.63 LT 466.2 5+27.63 to 6+00 LT 83.8 0+41.87 to 3+84.5 RT 354.1 4+15.5 to 6+00 RT 195.9 x EL=1924.17 Top EL =1925.76 1925.81 TC _ �Me� tvaNaw EL=1923,42 BUILD ASPHALT PAVEMENT TYPE 14 Station to Station Side Side 3+84.5 to 4+15.5 Tons 3+84.5 TO 4+15.5 35.5' RT 46.2 BUILD CONCRETE HEADER Station to Station Side Lin. Ft. 3+84.5 to 4+15.5 RT 31.0 4+96.63 to 5+27.63 LT 31.0 aloras 1925.62 TC x EL a CE EL=1926.29 -0.38% Asph. 1924.93Y*L, e 4.87 FL 11925:43 TC EL=1925.72 L=1924.79 EL=1923.84 x EL=1923.93 SAW CUT Station to Station Side Lin. Ft. 3+84.5 to 4+15.5 RT 25.0 CE 25,&7p EL=1924,68 CE FELnc 24.73 EL=1924.55 L=1925.6 1924.80 FL 19 x CL EL -1926.36 EL=1926.51 -1.17% 0 74 FL 1924.56 FL N e N 1925 1925.50 31' ph. / 192531 CL 19' 5.60 / 1924.16 FL 1923.85 FL 0 EL -•=1.92T x EL=1922 3 1923.61 FL 1923 43 FL 1923.25 FL EL =1924.77 NORTH SHORE DRIVE 1924.63 CL 1924.47 CL 1924.16 CL 1923.92 CL etN 1923 74 CL 1923.56 CL 192.33 CL i I EL =1924.13 Asph. EL=1925.42 1924.3 11L--1924:16 FL 1923.85 FL EL =192" OUTH I 1► u x Top 102 .82 TC • 1924.35 TC =1925.4 I EL=1924.94 43 a-._. 1924,2° EL-" ./7 c4.47 xo�F�t1l EL=1923.89 91.-1941 x EL=192,6gsph -05 :- EL=1925.12 e El =1924.63 @ 540 1923.43 Fl 1923 25 -FI 1923 02.FI S2 1923.93 TC 1923.75 TC 1923.52 TC 1524.11 1 EL=1924.45 -1.17% Lakeview Add. x EL=1923.17 Lot 2 0 Sant lU a a > > 00 140.0' 9co. - - ------. co x ahEL=1921.16 EL=1919.98 x EL=1920.66 1922.90 TC 1922.56 TC 192 .40 FL EL=1923.12 1922.71 CL 1922.06 FL 1922.37 CL EL=1923.42 •1.17% 6+00 Asph. EL=1922.89 1922:40 FL x 922.06 FL 1922.90 TC 1922.56 TC 1922.11 TC 1921.61 FL EL=1922.46 1921.92 CL t921.61 FL 1922.11 TO siimanum•vi L•-IIiS{9iLL � L a Sal .. EL= I•' "� ,A x EL=1923.52 EL=1922/3 1, a a a a a a a a a Air New location of Bollard Fence 5' South of Back of Curb Build Asphalt Transition City of Hastings EL =1921.01 EL=1982.Y -=1922.30 CITY OF HASTINGS, ENGINEERING DEPT. 00 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive x EL=1921.61 Proj. No. PD 2005''=9 Description Construction Plan Design By D.M. Dote 3/2006 Contractor Drown B.B. MPS Ety 71-‘44/ 1932 1930 1928 1926 1924 1922 1920 1918 1916 1914 17.9;M.:=:Fir"e:Hytlrailt, SE:Coi-13altiriliireNo[t6 }bore DI`. NW -Bonnet Bolt Elev. 6.1928.39. 1 Q : 1926.13 T B:M.:=:Fire:Hydrahti SE Coi. Notttj Shore Dr../Sblitti Shore Or. NW Bonnet Bolt j L i W VPI STA- = 11+00.00 VPI -EL -= -1926.19 0 0 Oo g1 = -0.10% g2 = CURVE LEN L=- 0:00 1 1 co .0410- 2 Das 2 -ca 0_10% VPI- STA -=-4+00:00 Existing Grade VPI- EL - =- 1925.05 91 -_- --0:38% g2.- CURVE 2. CURVE -LEN 1= -0.00 lev. =.1926.08 1 j 1 1 i 1 Dm. No. 7 of 24 eRit°Fiee.ESfi ft 'DAVID L:. • :tht WACKER era I E-5091 A. .. z: IV 0 :I: Qko 0 4-0).- 01n.° - Proposed Grade 1 0 o! I ao� ice ....... ........ 0 11-016 0 0 0- Psi CO cri cm cm a 11 ie 01 3+50 o Ln I CI 1 CM CV 0-141 4+00 4+50 ci re 5+00 CM CM 5+50 6+00 1932 1930 1928 1926 1924 1922 1920 1918 1916 1914 Sta. 5+27.63 B.C. LL I- (� rn• rn 14 5' O a 6 0) 1 Prop. N=10033.03 E=10541..96 CP 3 N=10022.19 E=10567.320 EL=1924.01 E.6,4i2t EL =-19 15 EL=192233 1923.52 TC _ 1923 43 FL 1923.25 FL A r 19 _=1924.77 Y, Lakeview Add. x EL=1923.17 0 Sewer Lot 2 O 140.0' x -EL=1921.16 d -4( EL=1919.98 EL=1919.60 x EL=1920.66 a 0 Pr N. Lot 3 1310 N. Shore Dr. x EL=1921.19 0 Sewer x FFL:=1920.74 't'- o: 01 0 90. N 1- co O Lakeview Add. CD N4 v Lot 4 1306 N. Shore Dr. x EL=1919.14 U) co Prop. t� N=10033.11 , x EL=1918,5:1 ui1 CD 1 EL=1924.13 L 1923 74 CL 1923.56 CL 1923.33 CL :L=1925.12 e1N EL=1924.45 -1.17% -1.17% L 1924,63 0 l 1923,43 -FI 1923 25 FL -1923 02 FI 192-2.40 FE -x Asph, EL=1922.89 7922.06 FL 1 -921:61 -FL 1923.93 TC 1923.75 TC 1923.52 TC 1922.90 TC 1922.56 TC 1922.11 TC 1922.90 TC 1922.56 TO 1922.11 TC 192 .40 FL 1922.06 FL *_4tFy„ 1921.61 FL EL=1923.12 EL=1922.46 1922.71 CL ,6 EL=1923.42 6+00 1922.37 CL 1921.56 TC •rt9t5.2Y • -• Cav //I ro Ox ,O NA • 1920.90 TC 1920 9't 1919.48 TC � 1918.05 TC 1917 63 tC 1921.06 FL 1920.40 FL 1919'.49 FL 1918.98 FL „\ er y 1917.55 FE:--i'�7F" FL 1916 1916.1 N 0 Serer Lot 5 x EL=19}4.' .55 > 90' Prop. N=10033.05 { 16.3 ) 3 0 ce 1921.92 CL A gf 1921.37 CL 1921.06 FL 1921.56 TC EL=1920.99 -2.84% 1920.71 CL 1920.00 CL EL=1921.31 7+00 EL=1920.91 -2.84% 1919.29 CL EL=1920.59 Asph.EL=1920.00 1 -920A0 -FL 1919:69 FL x 1918.98 FL 1920.90 TC 1920.19 TC 1919.48 TC x- tnp x �..-.-. .-.-.-.-.-.-.-.-.-.-.-.-._x. EL_1921.3 . EL.-.-.-.-.-.-.-.-.-.-.-.-.-.-. EL=1922 3 EL=1921.01 L=1:• 0.29 EL=1919.39 1917.8Q, CL 1917.44 CL LL=1918,17 Control N=9990.34 8+00 E=10786.84 1917.26 '1917.58-FeL-1991 3 FL 1918.05 TC 1917.63 TC x --Lop C=-19.7.03 x Top x EL=1918.44 EL=1917.71 1916,44 CL 916:13 F -2.84% EL=1915.52 -o rn E=10950.8 a > Co Lot 6 x EL=1914.74 0 Serer x EL=191E-31 a 0 t. 115' -o d EL=1913.95 t %. CO EL=1913.32 EL=1913.27 1915.21 TO 1914.93 TC 1914.30 TC 1913.82 TC 1913.49 TC 1913,31 TC 1914.7 FL 1914.43 F . - 1913.80 FL Asph. EL=1915.02 1915.0,21CL 1914.74 CL EL=1914.78 1913.32 FL 1912.99 FL x 1912.81 FL EL=1914.34 NORTH SHORE DRIVE 191411 CL I 191363 CL 1913.10 CL, n 1913.12CL EL=1913.67 -0.4% a. 10+60 V.P.I. Prom Silt Fence Pf=10033.11 E=11065.83 1912.21 Lot 7 x EL=1913.78 0 Serer Silt Fence . 1913.15TC r9r4SE913.11L-1905TC69 1912.61 FL 1912.65 FL 911 Control 71079.370 EL=1913.34 x EL=1912.57 1913.40 TO 1912 90 FL 125' 1913.76 TO 1913.2b FL N 1912 96 CL -2.84% 9+00 191-4:7t'F 1- 7 1915.21 TO 1914.43 FL 1916.63 TC 1914.93 -0.4% 1913.80 FL 1914.30 C 1913.32 FL 1913.82 Asph. x ---10-+-64r1-3792 192-99#43.31 1912.81 FL 1913.49 TC 1913.31 TC 1912.65 FL 1913.15 TC 912.92 CL 1912.61 FL +0.73% +0.73% 1932 1 {{� c'1 fl+6V-191326 N x-fnsph EL=1913,26 1913 26 FL •12.•1 FL 1913.40 TO 191.3.57 -CL -x Fl EL= t Fence =1918774 x EL=1915.99 EL=191 EL =1909 907.30 EL=1922.8._=1922.30 EL=1918.61 EL=1917 4 Y /A x EL=1923.52 SCALES: 1"=20'HOR 1"=2'VER New location of Bollard Fence 5 South of Back of Curb Build Asphalt Transition City of Hastings New location of Bollard Fence 5' South of Back of Curb a*k=1906.61 =1905.88 EL=1905.97 Water x EL=1921.61 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 6+00 to 11+00 LT & RT 1722.3 8+15 to 8+49 LT 83.0 8+03 to 8+15 LT 48.0 BUILD 6" P.C.C. INTEGRAL CURB Station to Station Side Lin. Ft. 6+00 to 11+00 LT & RT 1000.0 8+15 to 8+49 LT 83.0 8+03 to 8+15 LT 48.0 8+49 to 8+61 LT 47.0 x EL=1914.37 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Side Sq. Yards 7+25 to 7+59 LT 83.0 8+15 to 8+49 LT 83.0 8+03 to 8+15 LT 48.0 BUILD 5" P.C.C. SIDEWALK 47B Station to Station Side Sq. Ft. 7+12 to 7+25 LT 52.0 7+59 to 7+72 LT 52.0 8+03 to 8+15 LT 48.0 8+49 to 8+61 LT 47.0 City of Hastings L=1905.47 Z8.48 =1905.15 x EL=1906.64 p er 1905.1:.9 .72 NOTE: 1. Approx. 3740 C.Y. of Embankment will be needed for the construction of this project. 1908,68 The Contractor shall notify the City where the dirt is coming from so that a Proctor curve can be generated for Compaction testing. 2. Contractor shall drop curb at intersection for handicap ramps. Location to be determined in field by Engineer. 3. Contractor shall notify and work with Hastings Utilities with any Utility work that needs to be completed prior to Paving the street. E ater 90525 %tors Faka 1926 T.O.M..= Fire Hydrant, SE Cot. North Shore D!JSouth Shore D. NW Bonnet Bolt I EIeS. =1926.08 1924 1922 VPI -STA- = '6+50.00 VPI -EL '1.922'.13 9i a 1.17% 9? = '-2.84% a EL 905.30 A\ CITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005=9 Construction Plan Door 8y D.M. Date 5/2006 Contractor Drown 8y B.B. Approvedii fw - 1 I T.B.M; = Flrq Hydranl,;S. Side of N.;$hbte;liV; Oflgravel.. FaG •" " .e road.irlto lake, NW Borjnet'Bolt . ws"` 1SES$/l Rr'4' Elev:=191.4.35 , . o`'i tooan °,°0�• o 3-1 17% r 1920 I - tR'VE' LEN = = -59.74 EI = 0.21 00:00 Existing Grade 1918 O N o N LO o 1916 In II w W 0 0 Q. > L_ O 0 O N N { Q II 1914 > W a Proposed Grad O 0 as II U > O) II W •cole di"'f3 Zge °0601 L Dm. No. a_ > O + N..f--....... .. r M 0) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1912 L It. > > 1 of 24 926 1924 1922 1920 1918 1916 1914 :!::::x0:40% 1910 v. m' ' d nm 1:3 CTP .0) 3 =cr- os.- VPI 'STA = -10+60.00 Q . . { " ' VPI •EL• 4912-.92 - 91 - -0.40% b e, f 0 VPI 'STA- = 9+60.0 92 = 0.73% {}RVE- LE :00 d n d•m 2 w o: nw aw CO r O '- 0;1 CO CO CO 1n M • 1908 r 5+00 5+50 o 0-1.w r 0 n d [1 M ccn 0) N 04 Et it; cu cita 01 r- aj • o. N - co 17.2 J o 0- LLI P. L 6+00 6+50 7+00 7+50 8+00 8+50 9+00 PI 'EL _ '191-132 co 9+50 0. L 1912 1910 Cg Cg Q0 CO CXI CO 10+00 ch 0+50 11+00 1908 SILT FENCE Station to Station Side Lin. Ft. 10+50 to 10+70 LT 22 8+75 to 11+00 RT 88 E ater 90525 %tors Faka 1926 T.O.M..= Fire Hydrant, SE Cot. North Shore D!JSouth Shore D. NW Bonnet Bolt I EIeS. =1926.08 1924 1922 VPI -STA- = '6+50.00 VPI -EL '1.922'.13 9i a 1.17% 9? = '-2.84% a EL 905.30 A\ CITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005=9 Construction Plan Door 8y D.M. Date 5/2006 Contractor Drown 8y B.B. Approvedii fw - 1 I T.B.M; = Flrq Hydranl,;S. Side of N.;$hbte;liV; Oflgravel.. FaG •" " .e road.irlto lake, NW Borjnet'Bolt . ws"` 1SES$/l Rr'4' Elev:=191.4.35 , . o`'i tooan °,°0�• o 3-1 17% r 1920 I - tR'VE' LEN = = -59.74 EI = 0.21 00:00 Existing Grade 1918 O N o N LO o 1916 In II w W 0 0 Q. > L_ O 0 O N N { Q II 1914 > W a Proposed Grad O 0 as II U > O) II W •cole di"'f3 Zge °0601 L Dm. No. a_ > O + N..f--....... .. r M 0) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1912 L It. > > 1 of 24 926 1924 1922 1920 1918 1916 1914 :!::::x0:40% 1910 v. m' ' d nm 1:3 CTP .0) 3 =cr- os.- VPI 'STA = -10+60.00 Q . . { " ' VPI •EL• 4912-.92 - 91 - -0.40% b e, f 0 VPI 'STA- = 9+60.0 92 = 0.73% {}RVE- LE :00 d n d•m 2 w o: nw aw CO r O '- 0;1 CO CO CO 1n M • 1908 r 5+00 5+50 o 0-1.w r 0 n d [1 M ccn 0) N 04 Et it; cu cita 01 r- aj • o. N - co 17.2 J o 0- LLI P. L 6+00 6+50 7+00 7+50 8+00 8+50 9+00 PI 'EL _ '191-132 co 9+50 0. L 1912 1910 Cg Cg Q0 CO CXI CO 10+00 ch 0+50 11+00 1908 Lot 6 EL=1914.74 0 Sower EL=191&31 n: 0 + 115' g Top m Sta. 10+60 V.P.I. NProp.033.11 E=11065.83 1912.21 Lot 7 x EL=1913.78 0 Sewer Lakeview Add. Pro Lot 8 Orator x EL=1914.87 0 x EL=1916. o_ > Pro Lot 9 Lot 10 1110 N. Shore Dr. x EL=1917.38 ^• � Co Lakeview hdd. EL=1919.20 O< <-' : 100 0V91,61. 1 Co. .�96?EL=1917.2 Top A 100' EL=1912.16 EL=19 _=191327 T 1912.81 FL 1912.65 FL 18.09 17.91 g <' 1- 1� is " I <•F 1.17. T 1917.81 1913.12 CL -0.4% 191296 +0.73% 912.92 CL 191 913.67 EL =1913.57 19]347 -CL -x--0 EL =1913.65 g -K=1913.32 1912.$1 FL 1913.31 TC -0.4% eIN +0.73% 1912.65 FL 111 1912.61 FL 1913.15 TC 913.11 T Yx l 11+6b }9}326 x EL=1913.26 1913.26 FL EL=1914.70 EL=1914.67 +0.73% +1.52% N EL=1914.97 EL=1916.77 1-915•76461915.82CC1 1916;58-61, x Ct L=1916.50 EL=1917.03 +1.52% EL=1914.94 meg' EL= 9 +0.73% +1.52% Asph. 4` F; 1 EL=1916.41 Asph. EL=1916.58 +1.52% o -x EL=1914.37 'r3+00 ye = 1914 .•4 o x EL -1913.58 Asph. EL=1913.59 EL=1914.20 12+OU x / 1913.40 TC 1915.51 FL 1916.27 FL x EL =1918.79 Prop. N=10032.90 E=11490.37 1918.25 x0 9 ,t9 x gr.+,s{QeE1O, +0919.25 N } - Lot 11 0 Sewer xp 5 0110' EL=1919.07 2) EL=1917.60 EL=1917.38 x I EL=1918.70 x FL=1918.54 x pE _ 1919.24 >N=1003321 o• E=1,1 660.11 x-• EL=1917.51 CD 97.28' EL=1919.01 1918.37 TO 1918.52 TC 19 8.75 TC 1918.48 TC 1917. 4-01:-9919:62-61, EL=1918.73 EL =1919.11 91 -TS- CL x atbt8:t8 CL 1918:33 C si EL=1919.16 5+00 1917.03 FL 1917.31 FL Top 1917.66 FL 1918.02 FL 1867 x tsph EL=191• •6 EL=1919.33 +0.46% .25 TC 1915.95 1131916.01 TC 1916.77 TC 1917.53 TC 1917.811C EL=1918.52 1918.16 TC 1918.37 TC 1918.b2 I C Top EL=1918.48 EL=1907 =1907.30 C) =1905.97 Water , et'iN8.48 x Top EL=1909.04 +0.46% Top EL=1919.33 [918 "CL 65 -0.54% -0.54% 1918.29 CL FI =1919,16 Silt Fence - - - - - _ _._._._._•_._._._._._,c_EL iS a5_.-._._. Silt .Fe. nce ---•-•---•---•---•-•;=1=1.9106-•-•-x--F.L - - 16 1918.514.919.07 1918.75 TO EL=1912.08 EL=1914.23 'EL=1912.1 L=1912.43 912,33 \ EL=191.2.05 op '\ L=1911.86 x EL=1" 1.00 \ =1905.15 Water E 905.25 *eters Fd9e SCALES: 1" - 20' HOR 1" = 2' VER Water EL=1905.34 x EL=1906.64 x E 905.30 Water EL _=1905. p x EL=1909.77 0 Co ;9.72 x EL=1914.67 x EL=1• ;_12916.24 EL=1915.41 EL=1917.03 RE L=1910.85 \ L rh9E09.95 \ City of Hastings ater Top EL=11125.3tL=1908.73 EL=1905,27 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 11+00 to 16+00 LT & RT 1722.3 13+10 to 13+45 LT 81.4 14+36 to 14+70 LT 73.5 x EL=1909.42 BUILD 6" P.C.C. INTEGRAL CURB Station to Station Side Lin. Ft. 11+00 to 16+00 LT & RT 1070.0 13+10 to 13+45 LT 81.4 14+36 to 14+70 LT 73.5 14+70 to 14+82 LT 48.0 N Fl EL=1910.01 Top EL=1909,+ EL=1910.39 EL=1911.31 NOTE: 1. Approx. 3740 C.Y. of Embankment will be needed for the construction of this project. The Contractor shall notify the City where the dirt is coming from so that a Proctor curve can be generated for Compaction testing. 2. Contractor shall drop curb at intersection for handicap ramps. Location to be determined in field by Engineer. 3. Contractor shall notify and work with Hastings Utilities with any Utility work that needs to be completed prior to Paving the street. City of Hastings x EL=1913.68 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Side Sq. Yards 12+65 to 12+85 RT 31.5 13+10 to 13+45 LT 81.4 14+36 to 14+70 LT 73.5 BUILD 5" P.C.C. SIDEWALK 47B Station to Station Side Sq. Ft. 13+01 to 13+10 LT 37.0 13+45 to 13+57.5 LT 50.0 14+24 to 14+36 LT 48.0 14+70 to 14+82 LT 48.0 x EL=1915.72 Silt Fence Station to Station Side Lin. Ft. 11+00 to 16+00 RT 1070.0 x EL=1917.31 1917.2.8 F 1918.418 EL=1917.0. -a EL=1917.59 ELClft0F HASTINGS, ENGINEERING DEPT. 00 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj• No. PD 2005-9 Deception Construction Plan Design By D.M. Dote 5/2006 Contractor Drown By B.B. 922 1920 1918 1 IT.B.Nt. =Fire Hydrant; S.Side•of N: Shore; W. ofigravel road•irjto lake,•NW Bonnet Bolt Elev = 1914'35.... I ........ I 1 1 -1 '-1 r { i , I T.BJu1-:Fire Hltdrailt; S. Side:of N: Shore, East of Well house, Nr Bonnet Bolt • Elev. = 1919.93 APPrm'ea By -d Dm. No. 9 of 24 VPI •STA; = 15+00.00 VPI 'EU ;_ •1.91.8:10 1 g 1 - 11.52% 1916 1914 1912 1910 0 N ' O • - • .+ t7 cn -J W F r H x Lo- m a .... ... VPI -STA - -10+60.00 Existing. Grade .s-0.407 VPI -EL =-1-91-2-.92� 073% g2 - 0.46% CURVE • LEN • = 100:00 1 = 94;.34 _ -0- j 3 VPI :STAT =::16+00:.0Q • • VPI :EL: H. :t9:1856 g1 = 0.46% g2 = 10.54% CURVE' i_ENw= 0'00 .i. 1922 1920 X I.... .0.46% • ........... A 52,% 0 A �• i I • re t aai t 1 to... -I .. O�.,-_.--- I 0. O I 0 v i to M rfr0! 1 + N - 0) 0 0 O M to ro 0.40%. g2 = 001.73% CURVE LEN . 0:00 01 Proposed.Grade 1 -.•-•cft 41 BTA• _ 1.21+50.00 • �, V� .•EL•_•1.914.30 g1 I - ...... �m...... 0.73% 0,48 �, g2 -1:52%: 1 II 1n CURVE -LEN - 0.00 U > J Li U II 0 II J w 1918 1916 L_ 1908 1906 ti tin sicto. <efiIt* serei+e. 1914 1912 1910 ve dits Lul 1.0 Ce CO LO oi 1904 eT, ,Ta sT2 CM 1 In tO 10+00 0+50 11+00 CO CO 1+50 12+00 0 CD CO CO a_ ALI a. to 2 CO 0- ita • 1908 1906 1904 1922 1920 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 16+00 to 21+00 LT & RT 1722.3 BUILD 6" P.C.C. INTEGRAL CURB Station to Station Side Lin. Ft. 16+00 to 21+00 LT & RT 1030.0 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Side Sq. Yards 17+40 to 17+60 RT 31.5 SILT FENCE Station to Station Side Lin. Ft. 19+90 to 20+50 LT 60 SCALES: 1"=20'HOR 1"=2'VER 1 ✓� \ 9 WW \ \✓9 O� "O i PI Sta = 16+61.26 N = 10000.00 E = 11661.25 I = 00'01'39"R a A O // \�a 'r pC\ \ \ 0 •••••• / ,- / / X 2 ✓ /// \ \ \ X 2 NNO 14) 02Q > > o P �w N \Qo\e SV\, 1e9. t0\O�l byNes\m9 e" 2-0 ' F' '6 k .. C Silt Fence \ e / N /.� X AC r 0320 5 6vZ 0 19 191 NOTE: 1. Approx. 3740 C.Y. of Embankment will be needed for the construction of this project. The Contractor shall notify the City where the dirt is coming from so that a Proctor curve can be generated for Compaction testing. 2. Contractor shall drop curb at intersection for handicap ramps. Location to be determined in field by Engineer. 3. Contractor shall notify and work with Hastings Utilities with any Utility work that needs to be completed prior to Paving the street. D✓ V ON, �✓ f W \, m✓y - - t27.00a t'1 7 •SO 0 7 79 Z ar 1.4 a sr t./ O 1916.64 TC r o \C"" ��. crl / �X/ G, - \s 6, °N 15 x a r9 W X N X1 cO1� N0 ^ - - ✓- ✓ n s w ox 1916.45 CL 9 PI Sta = 18+11.30 N = 10000.00 E = 11811.29 I = 90'01'45"L CIRCULAR Da = 38'11'50" Dc = 38'56'33" T = 150.08 R = 150.00 L = 235.70 C = 212.19 E = 62.19 2 S r9r> p n .1,05°1= r 9 w G9 915 d / / / / .1.05°/ 1916.64 TC 0 s / N x 0 0 u/ B65 Of:Weitliouse,:NWI3OnnOtaolt Elev. k-1919.93 0 / m 0 03 1 It It ACITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj No. PD 200+.9 Deseription Construction Plan Deno BY D.M. Dote 5/2006 Controctor Drown By B.B. Approved BA 10 of 24 1918 ! 1916 Q.46% 0 1914 1912 1910 1908 1906 1904 to - -0.54% East of S. Curve,NW Bonnet Bolt' Elev. if 1918:09 CURVE LEN 0:00 Existing Grad -a I 83- 0 I PropasOd Grate CURVE -LEN 0.00 0 CI o 218 091 a) CM 0 aft oi 6.4 1.21 9170 2.3k - CL 15, 11. 07 1922 1920 1918 1916 1914 1912 1910 1908 1906 1904 15+00 5+50 16+00 6+50 17+00 7+50 18+00 8+50 19+00 9+50 20+00 0+50 21+00 Lot 15 N I STA. = 100+70.43 10422.97 E = 11741.30 I = 08'14'37'1 Circular Da =J28" 15" Dc= T= 00' R = 402.43' L = 57 90, C = 5785' E = 1.04' A1= 1.04' 150.11' Lakeview Add. x EL r.1920.15 0)' O' TI u 491 ' 102+00 __________' 1o1+po LAKERIDGE DRIVE BUILD 6" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 21+00 to 25+00 LT & RT 1754.0 24+22 to 24+51 RT 32.0 BUILD 6" P.C.C. INTEGRAL CURB Station to Station Side Lin. Ft. 21+00 to 25+00 LT & RT 935.0 24+22 to 24+51 RT 32.0 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Side Sq. Yards 23+45 to 23+59 LT 42.0 24+22 to 24+51 RT 32.0 BUILD CONCRETE HEADER Station to Station Side Lin. Ft. 100+65 LT & RT 31.0 200+64 LT & RT 31.0 SILT FENCE Station to Sta ion - -Side _ Lin. Ft. 20+50 to 23.1.50 LT - 248. 21+40 to 214-57 RT 17 = EL=1919.24 st Y 03 -J SCALES: O 1" = 20' HOR -f 1"=2'VER n (I) II S Fence O A_ co co x EL =1918,70 NOTE: 1. Approx. 3740 C.Y. of Embankment will be needed for the construction of this project. The Contractor shall notify the City where the dirt is coming from so that a Proctor curve can be generated for Compaction testing. Prop. N=103 E=117 1914.1 C 0 I Q i x E Silt =1920,56 Fence I' Lot 1 PI Sta = 21+79.88 N = 10432.97 E = 11811.07 I = 81'53'01"R EQUATION STATION: 21+79.88 = 100+00 West 21+79.88 = 200+00 North 0.32% CL=1914,Q0 FL 191 Top EL=19I9.47 Silt Fence Light Pole & Anchor to be relocated by Hastings Utilities. 106.23' Lakeview 2nd Add. 1006 N. ShLot 2 ore Dr. Lot 3 I w►�� 3�� :01.00' .� EL=19_ '��'�. ar ...-,. ,_ ___- `1#4• �� 4_411- , Lot 5 x az-49I5,95 EL 192L2 EL79115.3 930 EL=1912,04 ph, �9ht x EL=1912.18 - sora Top EL=1913.59 x PP in x EL=1912.82 Op E \ 1911.92 1910.78 \ EL=1914,17 49.40' 6t` op914.50 =10423.99 _ 19146$.13 �L=1914.61 rotht15.34 110.01' 191' K' 1914.31 FL 1914.81 TC Os' 9, 1915. x EL=1915. EL =1915,22 Sta. 1915.13 TC ght 110 00 Approx• location of Electrical & Telephone Crossing. Have all lines located prior to digging. x E-945.42 =191 7 / L=1 PP' Silt Fence *' EL t--1911,35 =1912.27EL 0 CO 0 f\o E ILZ913.70 x EL =4915.89 4 EL =1913.42 C 4Y 0 d le • ao 2. Contractor shall drop curb at intersection for handicap ramps. Location to :zit -15e-d@termined in field by Engineer. 3. Contractor shall no and .work with Hastings Utilities with any Utility work that needs to be completed prior to -Paving the street. e / / /- Top Top EL=. 1. 87 Top op `. \ =1912.45 \‘‘‘‘ \\N x ELx907,z ••\• .\ Top • \ x Control N.,--10372.68 268 \ E=12026.770 EL=1917.78 Ot' Oc' 923 N. Shore Dr. EL =1913.53 N M '6 Er) \ \ x EL =1915,52 \ 4 x E \ \Top 909,94 6 Feurhelm Sub. Top EL=1915.73 5 ,x5 19 x EL=1916,54 CITY OF HASTINGS, ENGINEERING DEPT. 16 _ of EL=191 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005-9 Description Construction Plan Design 8' D.M. Date 5/2006 Contractor e By B.B. Dm. No. 11 of 24 { .B:M.-� Fire.Hydrant, E Side of N. Shore, 1 Edst of S. CUrve,:NW Bbrir{et Bolt Elev. =1918.09 VPI .STA. =. 119.+Q0..00 - VPI :EL :_::119:1:5:92 g1 = -1.05% g2 = -0.50% CURVE: LEN 1 I. 0:00 T.B.M. =Fire Hydrant; S. -Side of N: Shore, • • ' 1 8. of \Nsridell Dt., Cliiseleti "x" Elev: 1917.81 'O 0 0 -0.50% L_ 18+00 o•1n a 'di w 8+50 VPI • STA • _ • 21+00.00 -j__._--._:.___ VPI EL • = 1914.92 • • •VPI. STA :_•21+79:88 VPI 'STA = 122•+24.00" """"' i""""' { VPI - STA -= 23+50.00 VPI -EL -= - 915.37•• •1 91 - 0.49% 92 =•-0:50% CURVE •LEN = .0.00 g1 •=•-0:50% g2 • _ • -0:94% CURVE •L•EN I= •0.00 0.21%: VPI' ELI=• 1914.75 91 =' 0:59% VPI 'EL' '_ '1191.4.75 g2•=•0:00% CURVE I LEN •_ -0.00 91 - 0.00% 0.49% g2 - CURVE' LEN i =' 0:00 Proposed Grade 19+00 9+50 20+00 0+50 21+00 1 { t 1+50 di; aa •`w P t 4 OI Existing Wade -D 50% CO O 22+00 1 2+50 tO C 1922 1920 1918 1916 1914 1912 1910 1908 1906 ......... I••••....41q................ 815,1 O. 4.1 N m 23+00 3+50 1.614 '-I- 24+00 1904 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 25+00 to 26+81.5 LT 201.5 27+18.5 to 27+46.83 LT 42.0 25+00 to 27.46.83 RT 246.83 BUILD 6" P.C.C. INTEGRAL CURB Station to Station Side Lin. Ft. 25+00 to 26+81.5 LT 201.5 27+18.5 to 27+46.83 LT 42.0 25+00 to 27.46.83 RT 246.83 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Side Sq. Yards 27+12 to 27+44 RT 27.2 BUILD CONCRETE HEADER Station to Station Side Lin. Ft. 27+46.83 LT & RT 31.0 SAW CUT Station to Station Side Lin. Ft. 28+06.83 LT 8c RT 23.0 Sw .70 Hou Fi Lot 2 tore Dr. Lakeview 2nd Add. LU EL=191 CEC BUILD ASPHALT PAVEMENT TYPE 14 Station to Station Side Tons 27+46.83 to 28+06.83 LT & RT 89.0 BUILD 5" P.C.C. SIDEWALK 47B Station to Station Side Sq. Ft. 27+18.5 LT 45.0 Hou 826 N. Shore Dr. Hou EL =1923.09 x EL =1921.81 Cit 8,2-0i0PP.7 CC Lot 3 Lot 5 914 N. Shore Dr. 19. To WOW 40 kit eel 0/0-4‘10 4.047 la As 4111,1111 Otttereratre para wAir, 74.4! ) lb tligli 11110' Is , Iii, ffit-PaPrwt 4, -J LU Hou 908 N. Shore Dr. EL =1921. 21 EL =1921.40 CO x EL =21919.84 CD Hou x EL =1920;99 EL =1921.73 917.28 TC 916,29 916.01 x EL =1915.95 121.24' 1916.00 TC Control 1916.19 * CL 13 N = 10513.30 E = 12372.30 I = 00'07'05"R 4014 EL=1920.96 Co N. EL =1920.12 istp TC EL =1916.52 Control E4237230 0.00 Dr. x EL= Dr. 92013 Co rol -1056074 Dr. .89 Dr EL=1919.C4011C LAR 919.80 Da S0158, Saran .4eir APS X EL =191137 45.97 28.25 0.05 9.39 ah t 1915.13 TC EL =191 1915.45 TC 1915.56 FL 1915.68 FL 1916.06 TC 1916.18 TC 1915.31 TO 1914.31 FL 1914.81 TO 1915 50 FL 110.01. til EL 4116.05 0 o cm 16 NcS co ci co 1915.79 FL 1916.29 TO FH UP Ea -12538 33 1917.28 Dr. EL =1918.30 15.34 914.50 )423.99 -9g4.13 65 1914.61 EL 1915.22 SCALES: 1" = 20' HOR 14) ce Approx. location of Electrical & Telephone Crossing. Have all lines located prior to digging. 110.01' Q ttl CO 01 NOTE: 1. Approx. 3740 C.V. of Embankment will be needed for the construction of this project. 1 The Contractor shall notify the City where the dirt is coming from t so that a Proctor curve can be generated for Compaction testing. 2. Contractor shall drop curb at intersection for handicap ramps. Loc tion to be determined in field by Engineer. 3. Contractor shall notify and work with Hastings Utilities with any Utility work that needs to be completed prior to Paving the street. I 4. There are various locations with Utilities crossing under the existing treet. Locate prior to digging. x EL =1916.54 Dr. EL =1916.55 915 N. Shore Dr. 1922 Won *-ittr 911 N. Shore Dr. Hou EL =1916.94 Build Asphalt Transition EL 191511916.2 Dr. EL =1918.40 • Hou EL =1918.38 12625 89 0.00 0 UP EL =1917.49 Existin Grad T.B.M. =Fire Htcdranti E. Sidedf N: Shore, ACITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005-9 Desaiption Construction Plan Deepen By D.M. Dote 5/2006 Contractor APProved 12 of 24 cc a co 24+00 4+50 25+00 5+50 0- ILI CO CO CM al 26+00 o CO 1.0 LO rtj if! .0001s - 6+50 o. 213 cbi Matra • coo CO CN/ -J CO • • 27+00 d • CO CO (fen• *WACKER 1922 1920 1918 1916 1914 1912 1910 1908 1906 I co -0o CO 7+50 28+00 cn ozt 8+50 29+00 9+50 I op 30+00 1904 9+00 NORTH SHORE DRIVE EL=1911.30 1913.11 TC 1912.61 FL frt M M 10+00 12+00 20' 13+00 FH E. atE?4o=1906.61 -1905.38 EL=1905.97 oo o rn RE L=1910.85 905.30 Wote S to/9e BUILD REINFORCED CONCRETE PIPE 0 NO. SLOPE SIZE DESCRIPTION 19 1.38% 48" X 16' One F.E.S. from INLET 14 FL 1907.39 to F.E.S. FL 1907.61 20 0.892% 48" X 35' INLET 14 FL.=1907.39 TO INLET 13 FL 1907.11 21 0.69% 48" X 16' INLET 13 FL. 1907.11 TO F.E.S. FL.=1907.00 Water EL=1905.34 ater Top LV5.3tL=1908.73 EL=1905.27 x EL=1909.42 BUILD STORM SEWER CURB INLET ❑ NO. STATION SIDE RIM EL. FLOWLINE X Y 13 10+60 RT 1913.11 1907.11 6' 6' 14 10+60 LT 1913.11 1907.39 5.72' 6' NORTH Scale: 1"=20' 0' 20' 40' 60' WACKER ss E-5090 G /ZOO Apwo _�I , CITY OF HASTINGS, ENGINEERING DEPT. 0 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005-9 Description Storm Sewer Plan Design D) Drown By D.M. B.B. Dote 5/2006 Contractor Do,. No. 13 of 24 Equation Station: 21 +79.88 = 100+00 West 21+79.88 = 200+00 North AFH 1915.50 FL 1916.00 TO PPin EL=1916.05 EL =1915.22 6b` x F&rstS914.50 113 --" 1914.65 L=1914.61 Erin 914.17 1914.31 FL 1914.81 TO 0 0 N EL =1915,54 1 EL=1916.0c \ 915 N. Shore Dr. x EL=1915.45 OUTLET BOX STRUCTURE N N PPin Prop. N=10392.91 E=11781.90 1914.15 =1911.92 N N PPin E =1912.27 Top / N NORTH Scale: 1"=20' \N 12.45N N Top N N 909.94 30' I N 20' 0' , 2,0' 40' 60' go N Olt BUILD REINFORCED CONCRETE PIPE 0 NO. SLOPE SIZE DESCRIPTION 1 0.55% 48" X 104' OUTLET BOX STRUCTURE FL=1908.90 TO INLET 4 FL=1909.47 2 1.0% 48" X 24' INLET 4 FL.=1909.47 TO FUTURE PHASES 3 1.0% 15" X 35' INLET 4 FL.=1909.47 TO INLET 3 FL =1909.82 4 0.58% 36" X 24' OUTLET BOX FL.=1908.90 TO INLET 1 FL=1909.04 5 1.0% 36" x 35' INLET 1 FL.=1909.04 TO INLET 2 FL=1909.36 6 0.53% 36" x 274' INLET 2 FL.=1909.36 TO INLET 5 FL.=1910.82 7 2.0% 24" X 35' INLET 5 FL=1910.82 TO INLET 6 FL.=1911.52 8 10.0% 24" X 10' INLET 5 FL=1910.82 TO F.E.S. F.L=1911.82 9 0.3% 36" X 150' INLET 5 FL.=1910.82 TO INLET 7 FL. 1911.26 10 0.7% 24" X 35' INLET 7 FL=1911.26 TO INLET 8 FL=1911.51 11 1.46% 24" X 28' INLET 7 FL=1911.26 TO MANHOLE FL.=1911.67 12 0.3% 18" X 75' JUNCTION BOX FL=1911.67 TO EAST PAVING DISTRICT 1911.90 14 0.5% 30" X 28' OUTLET BOX STRUCTURE FL=1908.90 TO INLET 9 FL. 1909.07 15 0.4% 30" X 35' INLET 9 FL.=1909.07 TO INLET 10 FL.=1909.17 16 0.3% 30" X 32' INLET 10 FL.=1909.17 TO INLET 11 FL=1909.29 17 1.0% 24" X 35' INLET 11 FL. 1909.29 TO INLET 12 FL. 1909.49 18 1.0% 24" X 24' INLET 12 FL. 1909.49 TO FUTURE PHASES BUILD STORM SEWER PIPE PLUG Storm Sewer Pipe Number Size 2 48" 12 18" 18 24" BUILD STORM SEWER CURB INLET ❑ NO. STATION SIDE RIM EL. FLOWLINE X Y 1 22+24 RT 1914.95 1909.04 5.91' 6' 2 22+24 LT 1914.90 1909.36 5.54' 6' 3 200+44 RT 1915.93 1909.82 6.11' 6' 4 200+44 LT 1915.93 1909.47 .6.46' 12' 5 25+00 LT 1914.81 1910.82 3.99' 6' 6 25+00 RT 1914.81 1911.52 3.29' 6' 7 26+50 LT 1916.00 1911.26 4.74' 6' 8 26+50 RT 1916.00 1911.51 4.49' 6' 9 21+35 RT 1914.93 1909.07 5.86' 6' 10 21+35 LT 1914.93 1909.17 5.76' 6' 11 100+44 LT 1915.93 1909.29 6.64' 6' 12 100+44 RT 1915.93 1909.49 6.44' 12' BUILD JUNCTION BOX W/MANHOLE O No. Station Side Distance Type 1 26+79 LT 21' 4' x 4' BUILD OUTLET BOX STRUCTURE Station Size 21+44-45'RT and 22+20-42'RT 6'x6' BARS: WALLS, FOOTING, WINGWALL, AND BASE #4 BARS @ 12" CENTERS -> BOTH VERTICAL AND HORIZONTAL DECK #5 BARS CP 6" CENTERS -> BOTH VERTICAL AND HORIZONTAL /anhole-Deeter #1926 or equivalent) JUNCTION BOX WITH MANHOLE 8" Lid W/ #5 Rebar, 8" 0.C. PS DAVID C WACKER g z: Q ��,,yy a 177: o\\G - /J- tap S. l• , #5 Rebar, 12" 0.C. Horiz. & Vert. NOT TO SCALE CITY OF HASTINGS, ENGINEERING DEPT. C0 Projeet NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. Desaipbon PD 2005=9 Storm Sewer Plan Drawn Olsson Assoc BY B.B. Dm. No. 14 of 24 Sta. 4+76.63 E.O.R. O a: Northview Ave. a C to C NORTH Scale: 1"=20' 20' 0' 20' 40' 60' 31' 14 5' 10'-0" Typical M 20 0 la la' 1 'n O ▪ 0 I a -co Et 10'-o" 10'-0" 7'-6" 8'-0" $'-0" 7'-6" 10'-0" 10.-0" 10'—on Typical e 0 0 1 'a 10 la' O 0 I 'a 10'-0" Typical e O 0 ▪ I 'a 0 • 0 I 1+00 • d 2+00 3+00 4+00 a C C , a W cc 0 W cc 0 I- 0 5+00 NORTH Seale: 1"=20' 20' 0' ID 1 6 +00 20' 40' 60' 10'-0" Typical NORTH SHO RE DRI VE h +00 +00 +00 M a 9 100 1 +00 1 1+00 M 1 2+00 a000 op. Sao £*VJDp�lyy��r(h� p L .c>5 WACKER E -509t " a V off: oe, o4 -/-f-tate CITY OF HASTINGS, ENGINEERING DEPT. 1740 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. Dewiption Design By D.M. PD 2005-9 Joint Detail Date 5/2006 Contractor Drown By B.B. Dm. No. 15 of 24 10,—On Typical 12+00 to a lo 0 0 20' NORTH Scale: 1"=20' 2,0' 4°' 60' 13+00 14+00 S MI 1 5+00 16+00 10' 0" Typical Esc a CC 0 F- CC 0 z 0 0 C" 0 0 0 0 '-6" 8'-o Typ. Typic 8'—O 7.-6n Typical Typ. WNACICENVic 1713-7 lei des toolit", r A CITY OF HASTINGS, ENGINEERING DEPT. ...mc.4.,n Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. Description Design Py Drown By D.M. B.B. PD 2005-9 Joint Detail Dote 5/2006 Approititm) Contractor Dm. No. 16 of 24 102+00 PT Sta = 100+99.38 101+00 LAKERIDGE DRIVE Q Uj w w Q 20' NORTH Scale: 1"=20' 9' 2,0' 40' 60' ____,1+ti� 111111/■/_ �■■ 1111�� _ ■■ ■ ____ _-_----------------- 1111/ �►,�r� 1111■ 1111■ st- Reirk.11itersterfarataiteiararAlist ___-_-- -- 1111 1111 1111 ■11■ 1111■ 1111■1111■ibi\��■■� 1111■1111■11■ 1111■/26+ _,■11(_ _ -- — ■� t 11 111111 1111■,,� ■ �� tom■ `\ \ „. \."J .� „, ,„ ct 2 IY Oz w CCO o CO J -J cci w N z c� w u) 0 a) mime mow ammargas ssaomesoteeestte: s�s�-1111 owss110eo110°°Oat ��r, ,1._1.oo11■■ ■0�� 1010■■ O 0 w 2I' NORTH Scale: 1"=20' 0' 20' 6I' NORTH SHORE DRIVE • CITY OF HASTINGS, I \ ENGINEERING DEPT. /7 C3 ['Inject NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005.9 Description Joint Detail Design N D.M. 5!2006 Contractor Oram By B.B. Dm. No. 17 of 24 70 00 60 00 50 00 40 00 30 00 20 00 10 00 C 10 00: 20 00 30 00 40 0O:::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 1q30 00 93o no 192500 1920 0 0 I- U- 0 0 0. (OLL) N .J _J0 0 .u. 7? .t. o. le q LI) 10 (0. N N N SPA =2+00 ORIGINAL :EL 1926.41 225 00 92000 DESIGN EARTH:WORK FIL_ :A:REA: -17.63 S.F CUT AREA -22;76 S F. VF -36.6:9 C. . 19.30 00 930 00 1 1930 00 1925100 1q20 00 VC =47.67 C.Y 0 T -I -i F- LL 0 1.1- Cr; co a) o 0) a) • CO ce q 0 7 0 N. .010 (0 iri CO . N N at Q• I N N 2% OR GINAL E_ -.1926.47 930 00 295 00 97000 4 :00: 1920 on 0 •4 .CNi Lei 4 c‘l N 2% 0 I SPA =4+00 ORIGINAL E_ = ' 1926.33 DESIGN: EARTHWORK FIL_ AREA =35.:01-5: CUT :AREA =52.:87 SF ) () 920 00 DESIGN EARTHWORK F L_ A:REA =21.99 S.F CUT AREA -28:73 S:F. VF =44,22 C.Y. VF =52.1 / C.Y VC -84 05 C.Y. 1 • : :00: 1 9-30 00 1995 00 1920 00 VC - 3.45 C.Y: 0 -I .0 0) u . co .co 7 0i .040 co N . 0.1.N...........04 CO Wilia -1400 ORIGINAL: E 47 DESIGN EAR IHWuRK 930 00 925 00 92000 1 :00: 1930.00 1925100 120 00 0 LL ;U:31ci no) I0.t U) N N CO. . to. tL0 IL) N N 2% SWL =3+80 ORIGINAL EL -.1926.29 930 00 925 00 920 00 [IL_ -AREA -2:5.77: •S;F. CUT AREA -18.20 S.F. VP -46.88 C.Y 9-3n. no VC -1.9 5.9 C.Y. DESIGN: EARTHWORK FIL_ :AREA -2:1.33 S.F. CUT AREA -3:7;90 S. F 930 00 1930 00 VF -45 0:5 C VC. =67.82 C.Y. 930 on 1990 00 StWa =0+41687 ORIGINAL :E_ ---1:926 15 DESIGN. EARTHWORK FIL_ -AREA =17.78 5:F. CU:T AREA' -0:00 F =13 79 1930 00 -1925• 0() 192000 VC =0.00 920 00 1920 00 U) 04 0 -.I I,- Li- 0 • N al. eo • Into 10 cgc'! CM -LI 0 LI- N 0 to N 10 04 ORIGINAL: EL -.1.92:6.27 DESI UN EAR TH•vvORts FIL :AREA -2:7;32: :S:F CU T :AREA -35:35 S.F. aar-=0+00 ORIGINAL: E_ =1926 16 DESIGN EARTH:WORK FILL AREA- =0:00 930 00 925 00 920 00 ::50::: 193o• of 1925M0 199 .00 VF -38,8:0 C.Y. ......... 925 00 00 920 00 VC =62.9:4 C.:Y. 0 U - a gei l to to N N 10 1€) N CUT AREA' -0:00 VF =0-.00 VC: =0:.00 OW* =2+50 ORIGINAL- 1LL• =4926.33 50 DESIGN EARTHWORK FILL, AREA: =14.58S F 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 70 00 60 00 50 CU 1 AREA = • Sir VF =29 8:2 C.Y. VC =51 28 C.Y 00 40 00 30 00 20 00 10.00 C 10.00 20.00 30 00 40 00 0 I. . tfiten Er -43-teW • " • T 0 ;IP - F 930 00 • %on. • • • %• • • • • ICI I. • • • • -24-• • * 995._00. 2 50 60 00....7000 1920:00 A CITY OF HASTINGS, ENGINEERING DEPT. C) 0 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD Description Cross -Section Sheet Design By D.M. Drown By B.B. Approved Dm. No. Dote Controctor 3/2006 18 of 24 70 00 H 60,00 50 00 40 00 30,00 20 00 10 00 U 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 U 10 00 • 20 00 30 00 40 0Q:::50 00: 60 00 70 00 CO 1995 00 0.-I 00 ‘t. NN NN _J 00 "t. 01C4..CO NN 0 1 -J I -ll. 0 00 CO Ci tr1 CO CO 1,- rt.: , -, , 925-00 1920 00 920-00 1_99 0 2% Tr. 00 SIVA = +00 990 00 ORIGINAL --=1-92-3.40 00: 2% 2% 1915 or 915-00 ........ :00 00 19-15 0(1 DESIGN -EARTHWORK 191 00 191000 91000 F1L_ :AREA =56.23 S ORIGINAL =1918.05 •UT -AR A -33:00 S F VF -93.62 : C.Y DESIGN EARTHWORK VG 71 C.Y. FIL_ :AREA: =41:.:90. 0U1 CUT AREA- =16.43 S -F VF -30 44: C.Y VC -36.88 C.Y. 19-3000 t-• CD oi. 0-i i-14. cmcm co NN 00 0.1 00 CI • Or; (6 CO CO CO Oi NN N NN Ol 19-2500 0 o 2% 19-2000 50 930-00 925-00 1929 00 anelA -5+50 920-00 ORIGINAL: EL =1924.31 50: h CO W . W h 6 6 6 7%. .2% LI-aj _.J0 .9% a9. . a> cow co ai -7""werissislissinea DESIGN: EARTH:WORK FIL_ RHEA 44. -bb 5.1 - 191-5-00 CU T AREA - 4..73..S F VF -62.33 : C.Y. = ORIGINAL E. =4919.80 C =94.13 C.Y DESIGN EART !WORK F1L_ AREA =44..97 SF Cut AREA ....3•40• -S:F. 19-3000 930-00 VF. ..85.6:1: OX. 0 -Jo U. I.- VC -36.8:7: C.:Y CC.4.) N N. N 975. 00- 1995 00 19-2000 WriZt = 6 +00 ORIGINAL E_ -1925 10 920 00 1 9C10 0 01 0 oo Cr*. -K) LI, 0 0 (R 00- 00 0 00. 2% 920-00 DESIGN: EARTHWOR FIL_ AREA -22.44 S:F. 1915 0C P.& =17+0 1915. 66 C T AREA =66.93 C Y VF =51 28 :C.Y. ORIGINAL EL =1921.19 VC =-1. 2;81 C Y DESIGN EARTHWORK F1LsARL49 S OUT AREA =16:42 -S:F. VF -88 8:7: C.Y. VC. =29.28 C.Y. 19.3o on 930-00 0 I- LI- -0 CD ‘tfr- tt NN -d.c Coco co (c? 4 4 NN -99-9-0•er- 9 5 00 50 1925 00 Li 995. 0 IIISltt : DAVID WACKIII • • • 1-..50W• . . 13±-atr a co Zsi 19-2000 SPA =.4+50 OP -F = . 1 . c175 7g 970 00 DESIGN: EARTHWORK FIL_ AREA =32:94-S:F 1970.00 N N 2cYoCCI " TCM c:a- ecl-zok 990 0 ........ 50 Nita =6+50 n T AREA F 19.15 or. ORIGINAL -E =1-922.29 50 00 60 00 70 00 19 5 00 VE. =62,92 C.Y VC =99 80 C.Y. ESIGN EARTHWOR F1L_ AREA -48.49..S . F . OUT -AREA 15.20-5:F VF -96 96 : C.Y VC. =44.6- C. -Y. 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 CITY OF HASTINGS, ENGINEERING DEPT. Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005-9 Deactiption Cross -Section Sheet D.M. Dra By B.B. Date Contractor 3/2006 Actrwad,VA4111 Dm. N°. 19 of 24 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 70 00 60 00 50 00 40 00 30 00 20 00 10.00 U 10 00 20 00 . 30.00 40 00 50 00 : 60 00 70 00 1915 C M. 1.".e CU •stcn� Co CON Tr LLJ- OJ CO 1915 00 197000 9•2000 2% 2% 10 1 91 0 00 1905 on SIPA =143+10 1910 00 1915 OC LL COO) rm cr? c6 ..J.C) Lt. mm (R -T- c`.! co.4 r 1910 OC ORIGINAL =1 ' 913.63 00. +00 915 0 9100 ORIGINAL •E_ =1913.90 00 DESIGN: EARTHWORK FIL_ AHEA =c58.56. • IlFc1C11 FARTHWORX CUT :AREA =20.54 F IL_ AREA =73.93. • :F vr =77.10 C.Y. CL T: AREA: =0:62 S.F. VC =39.21: : C.Y. VF =147.36 C.Y VC -6.96 .C,Y. 191.5 OC 0-J Ce) c6ci c6 -Jor LI- Fr 0) 0) 040) 0) r cs; Co 1915 on 1915 OC 0 -J C040 r -c' to COO) oi CO. CO • CO. CO CO C C') 915 0 1910 OC 1910 00 60 50 191000 18,Pa = t+:50 9100 0 1905 00 IFIL.A 8+80 - --r9A5 00 1909 00 ORIGINAL :E =191:3.58 909 00 ORI-G1NAL: EL =1914.11 DESIGN: EARTH:WORK AL_ AREA 85:22 S.F DESIGN EARTHWORK FIL_ AREA -44,/ S CL T: AREA -.6:90 S.F. CUT AREA: =21-81- -S F Wm: =104..62 . C . VF 11C.46 C.Y. 4.60. -C:Y: VC =24.23 C.Y co Lri• 1 9150C -J •&-.71C -J CU C.' IL) .0 NO. 4.W LI) 2% 1910 00 SIVA =9+00 1915 00 1910 00 1915 •00 0,_i -1 1-I.J... 0 01 0000 CV io 'vt q 00,. 0.0 q 'A IQ cf) CO N CO N CO CO r rr rr 7- 1 91 OC 2% 191500 191000 .00 1 905 00 ORJCINAI F =1914 70 905 00 1905:00 MIA. 11+00 905-5(7 ORIGINAL EL =1913 51 DESIGN EARTHWORK FIL_ AREA 60.62 S.F. DESIGN: EARTHWORK CLT ARFA =0-00 S.F FIL AREA -27 -77.• :F VF -96 00 C.Y. VC =5 81 .C.Y CL T: AREA =8:8:7 S.F. -237.63 C.Y. VC =26.0:2: C.:Y 1990 00 (0 • .1*-- • 0) ArLL cs) cc COO) . cci 1- 1- 8 6.2%. 2% CO 0 co CO 920 00 191500 _I -.1 Hth 0 C1/41 r0 C:r oi.c.i ou 1 91 0 .8% 2% 50. 191 FL 50 1910 or 750 FL 1910 Or 8PLIA :=S+5O ORIGINAL :E_. =1:916.30 4491Q 00 1905 00 T 7 89 • 48"- R.0 P. i91000 60 905 00 WPAX :7- 10+80 DESIGN EARTHWORK FILL_ AREA =4.3:06. :F T: :AREA. =6.28 S.F. VF •=:78 67 C.Y. ORIGINAL :E_ =191:3.56 DESIGN. EARTHWORK VC -21 03 C.Y. ru AREA: =1:32:.63: S.F. CUT AREA =2:6.26* . . VF =158.51 0:Y: VC =43. 3 C.:Y 70 00 60 00 50 00 40 00 30 00 20 00 10.00 C 0.00 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 0 00 20 00 30 00 40 00 0 60 00 70 00 ACITY OF HASTINGS, ENGINEERING DEPT, 0 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005-9 Deeaiption Cross -Section Sheet Design By D.M. Dote 3/2006 Controctor Drown B.B. APPrnved Drn. 20 of 24 70 00 60 00 50 00 40 00 30 00 20 00 HO 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 U 10 00 20 00 30.00 40 00 50 00 : 60 00 70 00 0 1-.m. 0 a) NI, co N.N, cr, co N.c.! us 044-- co co cO•co 63 (DO cd rr ,- r 1coo on U. 920 00 1 75 on 125 0 191-5-01' 2% 2% 00 1910 or S* =14+00 1 120 00 cro 04 •L04L) N co o3 .oil c0 a. I._ N. N N- cc' coca..co r r ORIGINAL :E_ =1:916.77 920 0 1910 00 1915 OC BMA 2% 00 DESIGN EARTHWOR ORIGINAL CL -1919 61 915 00 FIL_ AREA -50..83 SF CUT -AREA 10.27- .S:F. ESI GN EARTH WOR -84 89 C F1L_ AREA =52. . 55 .. S . . VC =-16 78 .Y. CUT AREA -37.33 S.F. VF =82 79 C.I VC =70.74 C.Y 1990 00 ' 920 00 1915.0C 0-I _1 -10 1-U. 0 t- 0 Ch N c VD th W 40 us to N. CD ca (CI ai 2% 8% cow cow rr 1915 00 1 92Fy 00 45. 45 125 00 1910 OC slam =13+45 ORIGINAL 'E._ =1 . 915.75 DESIGN EARTHWORK FIL_ AREA =32:52. •S:F 1 91 O. 00 : 1920 00 0.-J I.L. Tt• •CM.N LO 0 CO. . 646 CO 'CD 0 0.1 U"? CC? CO .03 CO 92000 5 CL T: :AREA. -6 20 S.F. 1915 OC 2% • •-••••-- K5i21 UKIUNAL •L_ -1919.39 1919 00 VF =57. 8 CY. VC -5.17. .C..Y DESIGN EARTH: WORK AREA -36.86: :S:F. CO I. AREA '39.0/ 5. VF: '=64 45 C.Y VC 770.8:5 C..Y 1920 00 ' 92000 0_i --1 -I C.) .U. 0 1115.0C IOW co ow (\JN Q NN ••ct t.0 <1'0 LO 2% 00 915i 00 00 197 Fr 00 195 00 1 91 0 OC: WW1, -13+00 *relft etn - 1990 00 N 0_i 1-11. 7.,1? N- wt.o co cor N N: cci in r 920 00 ORIGINAL :E -1914.95 DESIGN: E:ARTH:WORK 00- FIL_ AREA =MAO- S:F. 191.5.0C SPA -16+040 1 91 00 CL T: :AR:EA: 0:00 F. ORIGINAL 191:9.06 VF. =55.14 C.Y VC =6.28 C Y DESIGN EARTHWORK Fll ARFA S CU1: AREA -37:45 S 192000 0 TIE? 0 0 • -01 0Co 1915 OC 50 r 2.3 # 920 00 2% 2T 1910 or 1915 00 - 50 19-20 00 CO 0 co.a co • co oi VF -53.70 C.Y.- VC -.54.9:2: C.:Y 0 ‘14 COM Cv) OW NN 10 CO 92000 14 111-5-0C ORIGINAL :E_ -.1914.38 Writ =14+:50 4 ORIGINAL -E_ =1917.89 50 DESIGN: EARTHWORK FiL_ AREA -23.45 S. 191-0.0C DESIGN EARTHWORK 50 00 60 CL T: AREA -.6;78 S.F. VF. -.90.17 C.Y: F1L_ AREA =25.25 S.F CUT AREA' -21.86. S:F C=6.85 C.Y VF =.70 4:4: C.Y. VC -29,75- 70 00 60 00 50 00 40 00 30 00 20,00 0 00 C 1000 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 0.00 20 00 30 00 40 00 00 70 001910;)0 CITY OF HASTINGS, ENGINEERING DEPT. 7 C3 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005-9 Deactiption Cross -Section Sheet Deer BY D.M. Date 3/2006 Contractor ▪ B.B. Approved Din. No. 21 of 24 70 00 60 00 50 00 40 00...30 00 20 00 10.00 C 10.00 20 00 30 00 40 00 5 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 192000 0_, d I- u. cc, SA t--. r CO CD NO SO 0 . (0.0 (0r - (at, 290 00 191.5.0C 1910 00 - BMA =1:8+00 ORIGINAL E_ =191.7.76 DESIGN EARTHWORK 19lFy 00 1910 00 18: 192D 00 920 00 1295 00 FILL AREA =0:00 CUT •AREA • =51.00 S,F VF = 0:0.0 VC =101.20 C.Y 975 0 191-5.00 1910 00 -} -J I- Lt. 0 II). (kI (q C. 7 IL) Lo u') LO c • co Lei in -1\ 'Ss :=7-16-1--titr ORIGINAL E_ -191.3 14 1910 00 1990 on 1915 on 0_i Lt. cb 0) 0) co NZ. N. •N. •=4. 17+50 ORIGINAL E_ =1918.66 DESIGN EARTH:WORK FILL • AREA. =0.-00 CUT AREA =78.30 SF 00 1915.00 DESIGN: EARTHWORK FILL AREA -163.85 S.F. CUT AREA: =:0:00 VF 259:92 •C Y VC = 0:. 00 120 00 9.2o on VF =0-.00 VC =118..50. .C. 19-25 00 995 00 19.1.5.00 1910 00 -J -J C) 1- U. 0 .11. I- 0 co N- (0 (0. cq Co cl cc! LOU) u) te) 03 trf 2% If) mul = a -47W ORIGINAL :E_ =1913.75 - -421-9 0- 50 391000 1990 00 1915 OC .a. 0 • u _ N,C- 03 CO --- IPPA =17400 ORIGINAL EL '19.19 31 970 00 1 91 5 00 1q20 00 DESIGN EARTHWORK FILL. AREA. =1.16.8.6 S.F. CUT AREA: =0.00 VP =17977 C Y VC =0.00 990 00 DESIGN EARTHWORK FILL.AREA -0.:00 CUT 'AREA .--'119 SF VF. -25 72 C..Y VC -85.18 C.Y. o_.1 -J _i0 I- LI- 0 LL .1- ..-- q Cr? (CI 7 COLt) 10 in CO ✓ r 191-5 -Or 1995 00 225-00 191000 = *3+00 ORIGINAL *E_ t1914.58 DESIGN. EARTHWORK 1915-00 1 00: 191000 F1L_ AREA- =7-6:21-S.F CUT. AREA" -0:00 VF. =87 44 C.Y . :1:6: 70 1920 00 1915 Or 00 60.00 50 00 40 00.-3D _•.1 1J 0LL • CO •CO co -co • 'Cr. •°) .QJ . cot -. .0 V. CR .2% 1111111.1141 SPA = te+SO OalCINAL E_ -1919 '17 DESIGN EARTHWORK Fit_ -AREA=27:78 S CUT AREA L112 31 S.F VF =7438 C.Y VC=73.74-G.•Y. 00 20 00 10 00 C 10 00 20 00 30.00 40 00 50 00 6 290 0 1-915-00 00 70 1 :50: 00 70 1990.00 19.1.5.0C 1910 DC 00 60.00 50 00 40 VC =0.00 C,Y . C 0 LL I - U3 •4- r (q CD (0(0 ORIGINAI • =1916,09 DESIGNEARTHWORK FIL_ AREA: =18.23 S.F Cl, T. .ARFA. -0:00 S.F. VF =16 88 .C.Y /0.r00.430,(2i4bei.s. Cfr \ a CAW L T.fl 50 VC. =28.70 C.Y 00 30 00 20 00 10 00 C 10.00 20 00 30 00 40 00 990 00 1915-00 50 00 60 00 70 00 19 0.00 ACITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. PD 2005-9 Descsiption Design By D.M. Cross -Section Sheet Dote Contractor 3/2006 Drown By B.B. *Pauved2Ouity Dm. No. 22 of 24 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 70 00 60 00 50 00 40 00 30 00 20 00 10 00 10002000..3000 40 00 50 00 60 00 70 00 _r 0 1q20 0 'Si LI - 0 N. -J 0 to S 0'! Fl Cu hLS 0).01 • Tr. c4.c4 - At =St IGINAL SIGN :E L AREA - AREA' VF -16' VC ,r.-14 -4 0 0) It L:191:3C i:RTHWO1 -9119 ' 177.44 1.76 .C.Y. '•47 C.Y. 111111Mil It §70 00 S. 9 I I as 50: * 9 I AL ESIGN:E AREA T: :AREA VF -211 V -1:. -J 0 04 ‘RTHWOR 74:57 1:88 S 4: C.:Y: F. F. NaltEMEMEM 0 I Pill 9 OE hi • I 9 I 2% -J 0 aIt ALH . CO r • -4' to 2% N In Uni a I le gm arlinnaMES 50: Mi99. EtiermadatEMS FIS AREA: CUT ARM VP: -27: ' VC A: =0:00 �00' itin,FaMERE 2% -4 N -.4J0 .10.0 2% oo • Lei E 86" OR a FIL AREA: CUT: AR: VF -131 VC 143.17 A: 00 .93 :C.Y: 0M0 04 ..F. O- IL H. ▪ "ct ▪ r 1111raim-4=1Waiga. . set- r{:c.p.: :II I p ESIGN E„RTH:WOR AL AREA. .1-73-.39 UT. A VF =31 VC 0:.00 A =0..0 SS+ otr" e 50 00 60 00 70 00 011CINAL E a191:2 56 -C. . DESIGN E RTHWORK • AREA: CUT AR I 1:30:.84: A: -:TO F VF181:49..C.Y. VC =144.98 C.Y. • a. •DAVID. L TOOKER E5090• 75.744,0 00 •/4, • .Afti 70 00 60 00 50 00 40 00 30 00 20 00 H000 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 10 00 20 00 30 00 40 00 CITY OF HASTINGS, pcs-..ti 0 ENGINEERING DEPT. wood NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Pro. No. Deacripbon Design By PD 200,•+9 Cross -Section Sheet D.M. Dote 3/2006 Contractor Droim By B.B. Dm. No. 23 of 24 70 00 60 00 50 00 40 00 30 00 20 00 10 00 10 00 0 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 10 00 20 00 30 40 00 50 00 60 00 *70 00 Cu :2233,69 C.Y. Fil Total +2876:78 C.Y x- i..3l omp, Fac 3739:.81 0.Y; :of -Fill needed to Construct n 1q25•0 9-25• 00 220 on iLk- 0 C- I— CO .6 CAS. 11.82 ::: 24" = IGINAL ESIGN:E L- AREA T : AREA: VF =3. RTHWOR IGINAL E ESIGN E • L: :AEA: ‘RTHWOR —7;04 • MIN,fium 36".R.C.R. = GIN:AL :E •SIGN E :ILL ARE :AREA VF =39 VC =43 RTHWOR A :0.O0 .46.91 • IGINAL E ESIGN E L :AREA T :AR:EA VF: #12 VC =11 RTHWOR IGINAL •E ESIGN C ARFA T: AREA 24w. R.O 19-15 0 915 00 1910 00 1915 0 IGINAL :E ESIGN AL ::AREA AREA RTHWOR 70 00 60 00 • . 50 00 40 00 30 00 20 00 10 00 [SIGN: E RTHWOR 50: C.•Y Fl L::AREA 624. i • .AKLA VF =11 VC •#19 10 00 20 00 30 00 0 00 : 50 00 ... 60 00 70 00 70 00 60 00 50 00 40 00 30 00 20 00 10 00 20 00 30 00 40 00 Project NORTH SHORE DRIVE - Baltimore Ave. to Wendell Drive Proj. No. Descripbon Noir Di D.M. Drawl ey B.B. PD 2005-9 Cross -Section Sheet 3/2006 24 of 24