Loading...
HomeMy WebLinkAboutPD2005-9PhaseII0 N Lu V) rn v O 0 N QCO O 0 CO 0 I Z „I: 04Z Jco o CL /O 0 V) La N C X O CO 0 N al 0 0 COOO LE ) 0 0 N O 00 a, •Or 0 a w 00 NORTH SHORE DRIVE PAVING IMPROVEMENTS PROJECT NO. PD -2005-09 PHASE II HASTINGS, NEBRASKA 2007 LEGEND STORM SEWER SEWER LINE WATER LINE GAS LINE TELEPHONE LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND CABLE TV MANHOLE CULTIVATED LAND LINE INLET/JUNCTION BOX VALVE FIRE HYDRANT MAILBOX POWER POLE STREET LIGHT STREET LIGHT/POWER POLE GUY BUSH/TREE MASS TREE BUSH STUMP SIGN CULVERT FENCE BARBED WIRE FENCE CURB STOP GAS METER ELECTRICAL METER TELEPHONE RISER BOX PROPERTY CORNER SEWER CLEAN OUT POST PROPERTY LINE/R.O.W. EASEMENT LINE $ Cs W GAS U TE OHE UGE CATV 0 0 0 0000®OD 42nd street N 0 C > a m 0 co 42nd Street 26th Street •(e Drive Sr� WA meet Y 42nd Street Softball Complex 39th Street 33rd street a 5 tP 1:3 Big G SITE LOCATION Shore Driv 0 a 0 C 0 Ca Co 0 0 3 C > C 0 rn C •L 3 m 0 1 0 0 C L 0 .n N 0 s South Shore Drive YMCA/ Champions )■ c.)g Nebraska Cold Storage By Pass Road/26th Street INDEX OF DRAWINGS 1 COVER 2 HORIZONTAL & VERTICAL CONTROL 3-4 GENERAL INFORMATION 5-10 PHASING 11-22 PLAN AND PROFILE 23-33 CONSTRUCTION & REMOVALS 34-44 GEOMETRICS, JOINTS & GRADES 45-46 TRAFFIC SIGNAL 47 PAVEMENT MARKING S1-S2 SANITARY SEWER X1 -X30 CROSS SECTIONS NEBRASKA DEPARTMENT OF ROADS STANDARD PLANS STD PLAN # 301-R9 329-R7 435-R1 443-R6 501-R4 914-R5 920-R5 DESCRIPTION PAVEMENT DETAILS 8 TO 16 INCH CONCRETE PAVEMENT MANHOLE CURB INLETS AND JUNCTION BOX EROSION CONTROL PULL BOX DETAIL TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE NEBRASKA DEPARTMENT OF ROADS SPECIAL PLANS SPECIAL PLAN # DESCRIPTION 2C TYPICAL URBAN TRAFFIC CONTROL ,071,ddyoe a' o,_ &/i/.Si7iGe v7l 'D,07.2 % /;_e -ex__ * za -zoo 7 4e N Z a O O J a 0 s 8 N U eaO } R Ip 00 (0e Q0 J h REVISIONS DESCRIPTION w r 0 o Z REVISIONS W > 0 0 z w > w O (f) � a d = rn Ur z t>7 >- O 0 < D W 0- > • O Z 0 W w O 0 0 ft DI— LL 0 Z 0 0 N HASTINGS, NEBRASKA drawn by. checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 1 of 47 0 CO CO N 0 0 a 0 x I <r N CENTERLINE CONTROL 0 P.I. 27+46.83 N(Y)= 10513.30 E(X)= 12372.30 2O P.I. 30+02.93 N(Y)= 10549.06 E(X)= 12625.89 A= 76'6'5.4" R= 185.02 T= 145.00 L= 245.97 P.C. 28+57.93 N(Y)= 10528.81 E(X)= 12482.31 P.T. 31+03.90 N(Y)= 10693.32 E(X)= 12640.54 0 P.I. 34+70.30 N(Y)= 11057.84 E(X)= 12677.58 A= 83'32'32.28" R= 238.73 T= 214.60 L= 349.61 P.C. 32+55.70 N(Y)= 10844.34 E(X)= 12655.89 P.T. 36+05.31 N(Y)= 11058.93 E(X)= 12892.18 P.I. 41+26.01 N(Y)= 11065.87 E(X)= 13412.82 A= 721 5'55.08" R= 126.78 T= 92.87 L= 160.31 P.C. 40+33.14 N(Y)= 11063.93 E(X)= 13319.97 P.T. 41+93.45 N(Y)= 11154.98 E(X)= 13438.98 0 P.I. 43+50.60 N(Y)= 11305.76 E(X)= 13483.24 A= 01 0'30" R= 19285.60 T= 50.00 L= 100.00 P.C. 43+00.60 N(Y)= 11257.78 E(X)= 13469.16 P.T. 44+00.60 N(Y)= 11353.81 E(X)= 13497.07 P.I. 46+66.63 N(Y)= 11609.46 E(X)= 13570.68 • 025'14.16" R= 16330.70 T= 100.00 L= 200.00 P.C. 45+66.63 N(Y)= 11513.36 E(X)= 13543.01 P.T. 47+66.63 N(Y)= 11705.21 E(X)= 13599.53 0 0 I 00 27+00' 28+ / CENTERLINE CONTROL U P.I. 50+58.89 N(Y)= 11985.05 E(X)= 13683.82 A= 6519'26.04" R= 155.34 T= 100.00 L= 177.70 P.C. 49+58.89 N(Y)= 11889.30 E(X)= 13654.98 P.T. 51+36.59 N(Y)= 11998.43 E(X)= 13782.92 ® P.I. 53+89.47 N(Y)= 12032.28 E(X)= 14033.53 A= 7412'2.76" R= 175.00 T= 134.03 L= 228.75 P.C. 52+55.45 N(Y)= 12014.34 E(X)= 13900.71 P.T. 54+84.20 N(Y)= 11908.72 E(X)= 14085.46 0 P.I. 56+09.24 N(Y)= 11793.45 E(X)= 14133.91 A= 229'32.64" R= 2028.93 T= 50.00 L= 99.98 P.C. 55+59.24 N(Y)= 11839.55 E(X)= 14114.54 P.T. 56+59.22 N(Y)= 11746.46 E(X)= 14150.99 10 P.I. 57+32.50 N(Y)= 11677.58 E(X)= 14176.02 A= 326'37.68" R= 1529.81 T= 50.00 L= 99.96 P.C. 56+82.50 N(Y)= 11724.58 E(X)= 14158.94 P.T. 57+82.46 N(Y)= 11631.81 E(X)= 14196.14 / CENTERLINE CONTROL 11 P.I. 58+72.19 N(Y)= 11549.66 E(X)= 14232.23 A= 21'21'50.04" R= 314.37 T= 60.00 L= 118.57 P.C. 58+12.19 N(Y)= 11604.59 E(X)= 14208.09 P.T. 59+30.77 N(Y)= 11507.47 E(X)= 14274.90 12 P.I. 61+44.55 N(Y)= 11357.17 E(X)= 14426.93 A= 31'29'26.88" R= 210.50 T= 60.00 L= 116.90 P.C. 60+84.55 N(Y)= 11399.36 E(X)= 14384.26 P.T. 62+01.45 N(Y)= 11298.83 E(X)= 14440.95 13 P.I. 67+63.92 N(Y)= 10751.93 E(X)= 14572.34 A= 751'13.68" R= 360.00 T= 276.71 L= 471.83 P.C. 64+87.22 N(Y)= 11020.98 E(X)= 14507.70 P.T. 69+59.04 N(Y)= 10745.18 E(X)= 14848.97 14 P.I. STA. 71+35.42 N(Y)= 10740.88 E(X)= 15025.29 15 P.I. 100+00 = 40+97.18 N(Y)= 11081.04 E(X)= 13380.98 00 7+b 38 CENTERLINE CONTROL 16 P.I. 101+07.90 N(Y)= 11045.81 E(X)= 13482.96 A= 31'37.44" R= 1847.13 T= 50.00 L= 99.98 P.C. 100+57.90 N(Y)= 11062.13 E(X)= 13435.70 P.T. 101+57.87 N(Y)= 11026.95 E(X)= 13529.27 17 P.I. 103+46.37 N(Y)= 10955.85 E(X)= 13703.84 A= 119'25'12" R= 50.00 T= 86.09 L= 104.46 P.C. 102+60.28 N(Y)= 10988.32 E(X)= 13624.11 P.T. 103+64.74 N(Y)= 11041.19 E(X)= 13692.54 18 P.I. 104+09.80 N(Y)= 11085.86 E(X)= 13686.62 A= 2323'37.68" R= 215.10 T= 45.06 L= 88.83 P.C. 103+64.75 N(Y)= 11041.19 E(X)= 13692.54 P.T. 104+53.57 N(Y)= 11124.40 E(X)= 13663.28 silo/ft/De CENTERLINE CONTROL 19 P.I. 107+57.42 = 44+32.30 N(Y)= 11384.27 E(X)= 13505.85 20 P.I. 200+00 = 53+64.25 N(Y)= 11995.53 E(X)= 14006.10 21 P.I. 201+44.57 N(Y)= 12136.28 E(X)= 14039.13 52+00 0 0 M 0 N 0 0 0 N 0 + N53+00 CONTROL POINTS CONTROL POINTS CONTROL POINTS ® N(Y)= 10530.05 E(X)= 12430.90 ELEV= 1917.29 N(Y)= 10560.74 E(X)= 12580.75 ELEV= 1919.83 N(Y)= 12032.28 E(X)= 14033.53 N(Y)= 11111.67 E(X)= 13680.89 ELEV= 1913.38 27 N(Y)= 10742.81 E(X)= 14977.91 ELEV= 1902.57 N(Y)= 10973.69 E(X)= 13639.72 ELEV= 1912.73 N(Y)= 12029.87 E(X)= 14010.15 ELEV= 1911.37 N(Y)= 11793.45 E(X)= 14133.91 N(Y)= 11677.58 E(X)= 14176.02 N(Y)= 11549.66 E(X)= 14232.23 N(Y)= 11791.72 E(X)= 14145.18 ELEV= 1913.48 N(Y)= 11357.17 E(X)= 14426.93 N(Y)= 11335.52 E(X)= 13514.39 ELEV= 1917.16 N(Y)= 12002.02 E(X)= 13690.06 ELEV= 1912.12 N(Y)= 11409.81 E(X)= 14387.76 ELEV= 1915.75 N(Y)= 11604.24 E(X)= 14196.75 ELEV= 1914.57 N(Y)= 11081.04 E(X)= 13380.98 N(Y)= 11045.81 E(X)= 13482.96 N(Y)= 10955.85 E(X)= 13703.84 N(Y)= 10535.75 E(X)= 12341.48 ELEV= 1916.19 N(Y)= 11085.07 E(X)= 13124.50 ELEV= 1917.02 N(Y)= 11085.86 E(X)= 13686.62 N(Y)= 10874.95 E(X)= 14565.42 ELEV= 1911.27 91 N(Y)= 10767.49 E(X)= 14876.29 ELEV= 1903.19 0 r0 N(Y)= 11160.24 E(X)= 14486.66 ELEV= 1915.69 N(Y)= 10824.36 E(X)= 12642.13 ELEV= 1922.93 N(Y)= 11191.95 E(X)= 13732.59 ELEV= 1913.25 N(Y)= 11072.23 E(X)= 12837.29 ELEV= 1914.47 N(Y)= 11801.15 E(X)= 13835.67 N(Y)= 11949.81 E(X)= 13709.56 N(Y)= 11889.47 E(X)= 13691.41 N(Y)= 11959.48 E(X)= 13771.82 N(Y)= 11083.99 E(X)= 13423.26 ELEV= 1918.03 N(Y)= 11810.55 E(X)= 13839.09 N(Y)= 11002.07 E(X)= 14548.24 ELEV= 1912.72 N(Y)= 10513.30 E(X)= 12372.30 N(Y)= 10549.06 E(X)= 12625.89 +00 N(Y)= 11065.87 E(X)= 13412.82 N(Y)= 11305.76 E(X)= 13483.24 N(Y)= 11813.33 E(X)= 13918.70 N(Y)= 11800.79 E(X)= 13926.93 N(Y)= 11886.61 E(X)= 14047.60 N(Y)= 11994.87 E(X)= 13999.61 4049 Wrannosor, oar !Kin 4040 N(Y)= 11609.46 E(X)= 13570.68 N(Y)= 11985.05 E(X)= 13683.82 to ;0 x 0 0 71 +00 00 drawn by checked by approved by. QA/QC by project no.: drawing no.: date: MDH RCK MMR 2006-0624 04.18.07 SHEET 2 of 47 USER: zloomis rn N 0 w �I CO �I 40 jm N d r 04 --I CO oo 3N .tw N � 0 0 CO 0 o 0 CO 0� CO 0^ CA 0 07 U NO O N `z 0 1- 0 0 00 /\ 4; Mqk \/\ / // /j /j /j /\„/ /// / 2.0% TYP.* 6' (TYP.) SHOULDER 6' (TYP.) SHOULDER 2.0% TYP. 28' 7' 7' c. STREET 7' 7' 6' (TYP.) 6" INTEGRAL CURB (TYP.) LONGITUDINAL JOINT W/ TIE BAR (TYP.) 2.0% PROFILE PT. 2.0% 6" INTEGRAL CURB (TYP.) a a 6" CONCRETE PAVEMENT NORTH SHORE DRIVE TYPICAL SECTION STA. 27+47 TO STA. 67+71 NOT TO SCALE 6' (TYP.) SHOULDER 2.0% TYP.* /, /, /, 4: 1 \\jam\\jam\jam\\\\ * SHOULDER SLOPE VARIES UP TO MAXIMUM SLOPE OF 5:1. SEE CROSS SECTIONS FOR DETAILS. 40' STREET 7' 12' 6' (TYP.) SHOULDER 2.0% TYP. /\/,\\/\ 6" INTEGRAL 7 -- CURB (TYP.) LONGITUDINAL JOINT W/ TIE BAR (TYP.) 2.0% PROFILE PT. 2.0% 6" INTEGRAL CURB (TYP.) a G 4 6" CONCRETE PAVEMENT NORTH SHORE DRIVE 3 LANE TYPICAL SECTION STA 67+71 TO STA. 69+85 NOT TO SCALE 52' SHOULDER 2.0% TYP. ///\/\\ 4:_ 7' 7' STREET 7' 7' 10' 7' 7' a.5)__0—`"////\//\//\//////////\ 6" INTEGRAL CURB (TYP.) LONGITUDINAL JOINT W/ TIE BAR (TYP.) PROFILE PT. 6" INTEGRAL CURB (TYP.) 6' (TYP.) SHOULDER 2.0% TYP. 2.0% 1.0% 1.0% /i, /i, /i, 4:1 �\ \\\\\ \ -777W// a a a G 6" CONCRETE PAVEMENT 6' (TYP.) SHOULDER NORTH SHORE DRIVE 4 LANE TYPICAL SECTION STA. 69+85 TO STA. 71+63 NOT TO SCALE 31' 8' Q. STREET 8' 7'-6" i 6" INTEGRAL CURB (TYP.) LONGITUDINAL JOINT W/ TIE BAR (TYP.) 2.0% a PROFILE PT. 2.0% a 6" INTEGRAL CURB (TYP.) 9" CONCRETE PAVEMENT OUTRIGGER AVENUE TYPICAL SECTION STA. 200+00 TO STA. 201+45 NOT TO SCALE 6' (TYP.) SHOULDER 2.0% TYP.* / //\/\ 4: 1 MqX \/\\ a \\/\\ A\ A\ jam\\ A \�/\ * SHOULDER SLOPE VARIES UP TO MAXIMUM SLOPE OF 5:1. SEE CROSS SECTIONS FOR DETAILS. N Zw Q OU ,,„.tinv)N ..< www.oaconsulting.com z Z yNcci N a) N REVISIONS DESCRIPTION w I- 0 z 0 z Ow Hz 2O OW LL 07 - <0 w zH 0 2 Z w w 0 H 0 z rn 0 L 0 0 N C a O 0 a 0 0 N MIIMPPININIPMPPPOI O) ww, co 0 z_ Hco 2 drawn by. MDH checked by. RCK approved by. MMR QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 SHEET 3 of 47 y s E w w cc0 Z w 01 0 N > ✓ w N CC03 S N' a-(0 rn 9 LL coc 0x E0 52 N N 0 0 0 O o o o N 0 U N mom- O N a` n 0-a O w • 0 BUTT JOINT AGAINST OR PERMANENTLY ATTACHED TO PAVING EDGE EDGE OF SCOURSTOP TRANSITION MAT ir C OC C ATTACH MAT TO FIRM SOIL WITH CHOR WITH FLEXIBLE STRAP AND PUSH ON ONE-WAY STOP INSTALL 8 ANCHORS PER SHEET PLUS 3 AT SHINGLE ROW INSTALL ADDITIONAL LENGTHS WHERE CURB OPENING EXCEEDS 30" OR PAVED DRAINAGE AREA EXCEEDS 20,000 SF PUSH ON ONE-WAY STOP WASHER (>2.5"0) TRANSITION MAT METAL SPADE ANCHOR AND FLEXIBLE STRAP NO SCALE 888 \\A -\-_2nd ROW 24" APPROX INSTALL ADDITIONAL WIDTHS TO MAINTAIN 12" EXTENSION BEYOND CURB OPENING EA./at �:�O.Iwi��Iei�i.,O. 4.4444`4 tta�s!`I�esams +44-4:44 044 DI off- s-...�� SCOURSTOP 1147-1 BUTT JOINT AGAINST OR PERMANENTLY ATTACHED TO PAVING EDGE SHINGLE ROW DOWNSTREAM TRANSITION MAT (IF SHINGLED) ANCHOR INSTALLATION INSTRUCTIONS: 1. PUSH SPADE THROUGH SOIL WITH STAKE OR BY OTHER MEANS TO MINIMUM DEPTH OF 18". SPADE MUST BE INSTALLED INTO FIRM SOILS. 2. 3. 4. LOOP STRAP THROUGH SCOURSTOP MAT. PULL STRAP TIGHT AND PUSH ON ONE-WAY STOP UNTIL SNUG. TRIM EXCESS STRAP IF NECESSARY. 5. ADD ADDITIONAL ANCHORS IF MATS ARE TO BE PLACED ON UNEVEN FINISHED SURFACES TO ENSURE CONSISTENT CONTACT WITH SOIL. EDGE OF HARD SURFACE ADJACENT SOILS SHOULD BE GRADED SO SURFACE OF MAT EVEN WITH TOP OF SURFACE AFTER INSTALLATION. ATTACH MAT TO FIRM SOIL WITH ANCHOR USING FLEXIBLE STRAP AND PUSH ON ONE-WAY STOP (INSTALL UP TO 36" DEEP, IF NEEDED TO REACH FIRM SOIL) Ii 111-111-1 1,; I I 111-1 --111=111 I ; 111=111-1 111111: PREFERRED INSTALLATION IWITHI I SOD �-E IT7-EI �Tni I 1111-1 11=111- I I 1-1 11-I i I -I 11=11 INSTALL TRANSITION MAT OVER TRM. GRADE_ SHOULD BE SMOOTH AND UNIFORM. GRADE:III OUT ANY RILLS FOR CONSISTENT SOIL - STRUCTURE PRIOR TO INSTALLATION. I; ,III -i I I-1 I I FIRST LAYER OF REBAR 1 X" ABOVE BOTTOM OF SLAB 1; 111=I --ISI 11111111111 � 1111111_1 --_IDOWNSTREAM MATS MAY BE III INSTALLED WITH"BUTTRJON OR _-„II�I111I�I111I11111 -IR 1=111=111=111=111=111111 , 11==11I SCOURSTOP TRANSITION MAT DETAILS NO SCALE 3"x2"x%" ANGLE 6'-0" LONG (GALV.) WELD TO REBAR 831" 8»" 8%4" I 2 3 4 5 6 • • L 3" * • • 13" 13" 7 REBAR DETAIL 1 J 8 • 2" •.2 N N * I 3" EXISTING GROUND FINISHED GROUND TRAFFIC CONTROL, SIGNAL & PAVEMENT MARKING ITEM UNITS QUANTITY 4" SOLID YELLOW PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED L.F. 820 8" SOLID YELLOW PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED L.F. 27 4" SOLID WHITE PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED L.F. 538 12" SOLID WHITE PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED L.F. 90 ARROW (LEFT TURN) PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED EACH 2 ARROW (RIGHT TURN) PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED EACH 1 PULL BOX, TYPE PB -1 EACH 1 VEHICLE DETECTOR, TYPE A PREFORMED EACH 4 VEHICLE DETECTOR, TYPE B PREFORMED EACH 4 INSTALL 2/C #14 AWG, DETECTOR LEAD-IN CABLE L.F. 536 INSTALL #6 GROUNDING CONDUCTOR L.F. 100 INSTALL #6 STREET LIGHTING CABLE L.F. 200 INSTALL 2" CONDUIT IN TRENCH L.F. 41 REMOVE PULL BOX EACH 2 REMOVE AND RESET STREET LIGHT EACH 1 TRAFFIC CONTROL L.S. 1 OVER EXCAVATION OVER EXCAVATION NOT TO SCALE DEETER 2330 CATCH BASIN INLET GRATE & FRAME OR ENGINEER APPROVED EQUIVALENT p■ILI11111111■■19 .III; II aD 6" #4 REBAR ©12" E.W. OR REINFORCE w/ 6x6 10/10 WIRE MESH WRAP CONNECTION WITH 2 LAYERS OF 12" WIDE 15# ROOFING FELT PAPER NOTE: USE #4 REBAR • INDICATES LOCATION OF WELDS * VARIES TO MAXIMUM OF 12" TO MATCH EXISTING BOX DIMENSIONS. ADDITIONAL BARS MAY BE REQUIRED. RECONSTRUCT CURB INLET TOP, TYPE B NOT TO SCALE PIPE COLLAR DETAIL NOT TO SCALE 2'-6" SQUARE 6" AREA INLET NOT TO SCALE - =1 I I= t 1=11 I-11 I-111-111= GENERAL NOTES #4 BARS 12" OC CONSTRUCTION JOINT SURFACING ITEM UNITS QUANTITY BUILD 9" P.C. CONCRETE PAVEMENT w/ INTEGRAL CURB S.Y. 1471 BUILD 6" P.C. CONCRETE PAVEMENT w/ INTEGRAL CURB S.Y. 17209 BUILD 6" PC CONCRETE DRIVE S.Y. 18 A 1500 2574 A REMOVE PAVEMENT S.Y. 15396 REMOVE DRIVEWAY S.Y. 446. 2785 A REMOVE & RESET MAILBOX EACH 57 REMOVE & SALVAGE FENCE L.F. 293 ADJUST VALVE TO GRADE EACH 25 ADJUST MANHOLE TO GRADE EACH 13 RECONSTRUCT MANHOLE TO GRADE EACH 5 ADJUST FIRE HYDRANT TO GRADE EACH 3 REMOVE CULVERT PIPE L.F. 285 451 A BUILD 18" RCP STORM SEWER GENERAL CLEARING AND GRUBBING L.S. 1 REMOVE TREE (>12" DIA.) EACH 9 EARTHWORK L.S. 1 SEEDING S.Y. 12200 OVEREXCAVATION C.Y. 1000 TEMPORARY GRAVEL SURFACING TON 200 BUILD 8" D.I.P. WATERMAIN L.F. 80 D.I. FITTINGS LBS. 440 STORM SEWER ITEM UNITS QUANTITY BUILD HDPE STORM SEWER AREA INLET EACH 1 BUILD STORM SEWER AREA INLET EACH 1 BUILD STORM SEWER CURB INLET (8' THROAT) EACH 18 A BUILD STORM SEWER CURB INLET (10' THROAT) EACH 3 BUILD STORM SEWER CURB INLET (12' THROAT) EACH 4 RECONSTRUCT STORM SEWER CURB INLET, TYPE A * EACH 2 RECONSTRUCT STORM SEWER CURB INLET, TYPE B * EACH 2 BUILD 18" RCP FLARED END SECTION EACH 2 BUILD 24" RCP FLARED END SECTION EACH 1 BUILD 48" RCP FLARED END SECTION EACH 3 BUILD 12" HDPE STORM SEWER PIPE L.F. 44 BUILD 15" RCP STORM SEWER L.F. 277 A -2210 BUILD 18" RCP STORM SEWER L.F. 202 254 BUILD 24" RCP STORM SEWER L.F. 774- 448 BUILD 30" RCP STORM SEWER L.F. 172 BUILD 36" RCP STORM SEWER L.F. 209 A BUILD 42" RCP STORM SEWER L.F. 26-157 A BUILD 48" RCP STORM SEWER L.F. -74-236 A BUILD CONCRETE PIPE COLLAR EACH 2 INSTALL SCOURSTOP TRANSITION MAT S.F. 560 INSTALL EROSION CONTROL, TYPE 2A S.Y. 1007 REMOVE AND RESET FLARED END SECTION EACH 1 REMOVE STORM SEWER CURB INLET EACH 2 * NOTE: TYPE A STORM SEWER CURB INLET IS PER NDOR STANDARD DESIGN. SEE NDOR'S STANDARD DETAIL PAGES FOR FURTHER INFORMATION. TYPE B STORM SEWER CURB INLET IS PER OLSSON ASSOCIATES DESIGN. SEE GENERAL INFORMATION/DETAIL PAGES FOR FURTHER INFORMATION. 1. STORM SEWER MANHOLES SHALL BE CONSTRUCTED ACCORDING TO NDOR STANDARD PLAN 435-R1, TYPE "A", TYPE "B" OR BE CONSTRUCTED WITH A TYPE I OR II FRAME AND FLANGE. 2. FOR ADDITIONAL PAVEMENT DETAILS REFER TO NDOR STANDARD PLANS 301-R9 AND 329-R7. TYPE "C" MANHOLES. THE MANHOLES SHALL 3. THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH NDOR STANDARD PLAN 920-R5; NDOR SPECIAL PLAN 2C TYPICAL URBAN TRAFFIC CONTROL PLAN; AND WITH THE MOST CURRENT EDITION ON THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 4. THE CONTRACTOR SHALL REMOVE AND SALVAGE ALL SIGNS TO THE CITY. THIS WORK SHALL BE CONSIDERED SUBSIDIARY. 5. CAST IRON RINGS, COVERS, FRAMES AND GRATES FOR SANITARY SEWER AND STORM SEWER STRUCTURES WILL NOT BE PAID SEPARATELY. 6. LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTILITIES INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES. 7. THE MAXIMUM JOINT SPACING SHALL BE 12'. 8. CONTRACTOR SHALL PROTECT THE EXISTING SPRINKLER HEADS AND LINES. IF THERE IS A CONFLICT, THE SPRINKLER HEAD SHALL BE SALVAGED TO THE OWNER. 9. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS. IF THEY ARE DISTURBED DURING CONSTRUCTION THEY SHALL BE RESET BY A REGISTERED LAND SURVEYOR. 10. CONTRACTOR TO PRESERVE ALL SURVEY CONTROL. 11. PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING REQUESTING A FINAL WALK-THROUGH OF THE PROJECT. 12. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POWER POLES, AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES. 13. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS & FEES REQUIRED. 14. MOBILIZATION SHALL BE SUBSIDIARY FOR ALL ITEMS OF WORK. 15. SAW CUTTING SHALL BE SUBSIDIARY TO REMOVALS. 16. BACK FILL OF SEWER PIPES SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 17. THERE ARE APPROXIMATELY 5,400 C.Y. OF EMBANKMENT AND 1,500 C.Y. OF CUT EXCAVATION. NO BALANCE FACTOR UTILIZED. 18. PRIOR TO MOVING OFF THE SITE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING REQUESTING A FINAL WALK-THROUGH OF THE PROJECT. 19. ALL RESTRAINING OF WATER MAIN FITTINGS SHALL BE CONSIDERED SUBSIDIARY FOR LOWERING THE WATER MAIN AT PROPOSED STORM SEWER CONFLICTS. DUCTILE IRON M.J. OFFSET FITTINGS ARE AN ACCEPTABLE ALTERNATE TO M.J. BENDS FOR LOWERING THE WATER MAIN. tl) Zw a_ O3 in 0 in44 to a O REVISIONS DESCRIPTION QUANTITY AND/OR DESCRIPTION CHANGES I- Q 0 N 0 N �t d wZ 0 cc Z 0 2 0 U- Z J w w C9 H Z W 2 W 0 11 0 Z Q w 0 W 0 0Z HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 4 of 47 PHASE 3 STA. 46+66 - STA. 54+84 PHASE 2 STA. 38+54 - STA. 46+66 & STA. 100+00 - STA. 107+57 PHASING AND CONSTRUCTION NOTES: 1. THE ROADWAY SHALL BE CONSTRUCTED IN HALVES MAINTAINING A ONE—WAY, ONE LANE ACCESS FOR LOCAL LANDOWNERS FOR PHASES 1-4. THIS ACCESS MAY BE MAINTAINED WITH GRAVEL SURFACING. 2. TEMPORARY ROADWAYS SHALL BE GRADED AND MAINTAINED BY THE CONTRACTOR. THIS WORK SHALL BE CONSIDERED SUBSIDIARY. 3. TEMPORARY GRAVEL SURFACING SHALL BE PAID FOR BY THE TON AND SHALL INCLUDE REMOVAL AS NEEDED FOR TEMPORARY ROADWAYS. 4. NO PARKING WILL BE ALLOWED ALONG THE TEMPORARY ACCESS ROAD DURING THE DAYLIGHT HOURS DURING THE WORKING WEEK. 5. STORM SEWER CONSTRUCTION FOR FUTURE PHASES MAY BE COMPLETED UNDER FULL CLOSURE OF THE ROADWAY IF ADEQUATE SIGNING IS PROVIDED TO ALLOW RESIDENTS LOCAL ACCESS. 6. STORM SEWER COMPLETED PRIOR TO FULL PAVEMENT REMOVAL SHALL BE BACKFILLED IMMEDIATELY AND TEMPORARY GRAVEL SURFACING PLACED OVER THE TRENCH. 7. ACCESS TO LAKEVIEW COVE SHALL BE MAINTAINED AT ALL TIMES. 8. ACCESS TO SHORESIDE COVE SHALL BE MAINTAINED AT ALL TIMES. 9. HANDICAP BOARDED WALKWAYS WITH RAILINGS SHALL BE PROVIDED RESIDENTS AS NEEDED FOR DISABLED RESIDENTS. THIS WORK SHALL BE PAID FOR BY THE LINEAR FOOTAGE OF WALKWAY AND SHALL INCLUDE MAINTENANCE. 10. OUTRIGGER AVENUE SHALL BE GRADED AND GRAVEL SURFACING SHALL BE PLACED TO PROVIDE TEMPORARY ACCESS FOR CONSTRUCTION VEHICLES. 11. THE CONTRACTOR SHALL COMPLETE ALL THE ROADWAY PAVEMENT FOR A PHASE AND ALLOW ADEQUATE CURE TIME FOR TRAFFIC TO ACCESS PRIOR TO STARTING PAVEMENT REMOVALS FOR THE NEXT PHASE. 12. SIGNAGE AND WARNING BARRICADES SHALL BE PLACED AT THE INTERSECTIONS OF WENDELL DRIVE AND OSBORNE DRIVE WEST THROUGH THE DURATION OF THE PROJECT. THE SIGN SHALL STATE "ROAD CLOSED TO THROUGH TRAFFIC" m CV N PHASE 4 STA. 54+84 - STA. 66+00 O O 0 c 0 CL X X 1 N CO mamas wi:isl:iai1: _ a g ii MEM N O N N Q 2 = d a * 1 N W CD N CO CO 0 0N Z CV J 0 /� O 3 05 o ,c N � O O CO O /E o N O) 0 0 co oco 0 N 0 /O NO 0 N °moo O N --a 3¢ 0 ORT -I SH z DRIVE PHASE 1 STA. 26+46 - STA. 38+54 PHASE 5 STA. 66+00 - STA. 71 +63 Will 1r� OW m COX 00 TEMPORARY GRAVEL SURFACING STATION TO STATION TON 26+46 — 66+00 200 TOTAL PHASE VIEW drawn by. checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 5 of 47 ROAD CLOSED TO THROUGH TRAFFIC PLACE AT INTERSECTION PHASE 1 NOTES: 1. ACCESS TO LAKEVIEW COVE SHALL BE MAINTAINED AT ALL TIMES 0' 50' 100' 200' SCALE IN FEET LEGEND w cn Q n. d) O O O N 0 0 O Z H U w O 0 -o- SIGN BARRICADE O BARREL PHASE 1 drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: MOH RCK MMR 2006-0624 04.18.07 SHEET 6 of 47 PHASE 2 NOTES: 1. ACCESS TO LAKEVIEW COVE SHALL BE MAINTAINED AT ALL TIMES. 2. ACCESS TO SHORESIDE COVE SHALL BE MAINTAINED AT ALL TIMES. 3. PAVING THE SOUTH HALF OF NORTH SHORE DRIVE SHALL BE SPLIT TO MAINTAIN LIMITED ACCESS FOR THE RESIDENTS ALONG STA. 100+00 - STA. 107+57. 0' 20' N J 40' SCALE LEGEND IN 80' FEET -o- SIGN BARRICADE O BARREL 0 0 a O X 4- N CO O O O CO E� O OCD Hr 1 N N 0o O O O a, N w CL d N W O N O < CO co /0_ I Z < N co U, O 0 w x X CO O CO O *CO v .- O� O 0 o� %o �O .J N 2 N %Q i� as • PHASE 2 www.oaconsulting.com o n 00 cei <0 CO 0O J r LL 0 . 38+54 - STA. 46+66 & STA. 100+00 - STA. NORTH SHORE DRIVE PAVING IMPROVEMENTS drawn by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: dote: 04.18.07 HASTINGS, NEBRASKA MDH RCK MMR SHEET 7 of 47 0 N 0 Docks/be cot/ w Q z J CO ROAD CLOSED TO THROUGH TRAFFIC PLACE AT INTERSECTION S PLACE AT INTERSECTION PHASE 3 NOTES: 1. ACCESS TO SHORESIDE COVE SHALL BE MAINTAINED AT ALL TIMES. 2. OUTRIGGER AVENUE SHALL BE GRADED AND GRAVEL SURFACING SHALL BE PLACED TO PROVIDE TEMPORARY ACCESS TO THE RESIDENTS ON THE NORTH SIDE OF NORTH SHORE DRIVE AND FOR CONSTRUCTION VEHICLES. 3. FROM FISHERMAN LANE TO OUTRIGGER AVENUE, THE IMPROVEMENTS MAY BE CONSTRUCTED UNDER FULL ROADWAY CLOSURE. 8 /I I 1 I C DIV TH,s6 RES_ - - '•N 'N \ t 0 C Cf; O 060624-XTOPO • N 3 Lo 2 < CL NI- CV d N W CO0 CFI CO /o_ N i Z 04 < N %O O 00 CI V) iW d-� x CDO O -4- E (OO o• CO 0 o^ %O 0 N U 0 N W 3 00 L 0' 50' 100' SCALE IN 200' FEET LEGEND -v- SIGN BARRICADE O BARREL \ • • • �\ •• •• \ \ PHASE 3 N Zw H Oa 4 Q 0 www.oaconsulting.com .4- CO os cei Ce; 0 CO mzr mt. 00 O w Co H 0 W ^a 0 0 Z n. w a LL 0 vJ 0 H Z W 2 a a) O 1 U) O O a a- O 0H w N� LL HASTINGS, NEBRASKA drawn by. checked by. approved by. QA/QC by. project no.: 2006.=0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 8 of 47 0 N (D N Zw N Da U N O nVf 1 < O yr 6 O d co d 2?O c W i W N Z M m N M N 2 www.oaconsulting.com o'CO 00 00 C V: . 01 . J F- LL +tr • • • • • 03000$008500 O 060624-XTOPO a' N tal 0_ a -i 0,1 41 0< 0m 0 N i d N ca - a_ coO oO) "ctceW N O O 0 E (OO 0� (D 0 oN. jo ..�, N 0 ,O O N Q 6 0 • V S 11 I 0' 20' 40' SCALE LEGEND IN —Q— SIGN BARRICADE O BARREL 80' FEET PHASE 4 0 0 T 0 W w Q coco sc tO W ^2 LL a) O to 0 0 a CS U 3 LL a z 0 t -- CN N HASTINGS, NEBRASKA drawn by. checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 9 of 47 0 Oco C" N O / f i O ROAD CLOSED TO THROUGH TRAFFIC PLACE AT INTERSECTION OSBORNE DRIVE WEST O ROAD CLOSED 400 71+00 0 0 0 c • 60624-XTOPO • , • ------ ®---------- 0 • 0' � N O W a iiacri= NW O Q co 0m c i Q CO ^-1 O o&) N O O CO 0 * 0 N O 0 o• 0 r, %0 0 w N 0 0 O O N < i� 00 00 0' 20' 40' SCALE LEGEND IN 'sr SIGN BARRICADE O BARREL 80' FEET • • wROAD w\ CLOSED N_> 0 I.LW N 'm 0 VJ 0 ROAD CLOSED TO THROUGH TRAFFIC PLACE AT INTERSECTION 87 PHASE 5 NOTES: 1. THIS PHASE MAY BE COMPLETED UNDER COMPLETE ROADWAY CLOSURE. ROAD CLOSED co N 2 0 0 PHASE 5 www.oaconsulting.com 0 n 00 (0? oi vv J h LL Z 0 co w H Z 2 0 0 2 Z a W LL a W 0 H 0 Z W 2 a a O i U) O O ad O Z H W a. HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 10 of 47 60624_TB-OA 0 0 a X i .r N <0 O -et- c N • Co (0 Y O cc w (n w a 3 al • w 0< as NO o0 0 o z tri Z Jw x 0) 3 i E N p N M O it .1 c� 040 <0 N CO 0 N 0 EARTHWORK EXCAVATION EMBANKMENT 5400 C.Y. 1500 C.Y. NOTE: NO BALANCE FACTOR APPLIED IMIT OF CONSTRUCTION OVEREXCAVATION QUANTITY SEEDING QUANTITY ,CDC LIMIT OF CONSTRUCTION oNE 0' 10' 20' 40' SCALE IN FEET to ZW <3 ta /� to J 0 E 8 c V 0 � CO 00 05 Cri CO (0 Ca 01 vv REVISIONS DESCRIPTION PVI ST PVI •EI.E' A.D. 1928 w �Z Z 0 1926 1924 XISTING GRADE PVI STA 27+75 VI ELEV r. 1916.38 A.D. • = 0.97 AT CENTERLINE K — 51:80 1922 PROPOSED RADE 50.00' • VC AT CENTER INE OD fit - 1920 N r 1914 N N CO nn `.0 N e > EXISTING GRADE cn5 ' m AT CENTERLINE-.... •aa_ W W Lr). N • 0� 0) CO 0) I- r a) 1918 HORZ.:: 0' ::10:::20.' : : ::40' VERT.:: 0' . . . . . .2': : 1916 0 0 N CO J _ CLO t CO Z CL g� st + I— Z W O a a W 0 CDCL0Z 0) M ai 0) co Q1 O! O s � 0 45 0)) r U) 0) 0) I— N s • M N 0) r n s NCIR N0 9- . N� sI s -a 0)o a) rd. o N N t7 Na. Nat N s 1914 drawn by. checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 SHEET 11 of 47 LIMIT OF CONSTRUCTION N Zw Q OU tn O a E 0 0 a N C 0 ttsO I �CO o0 VS Cr; CD CO 00 J W r� ROW LIMIT OF CONSTRUCTION OHE----�- 0' 10' 20' 40' SCALE IN FEET HIGH POINT ELEV'= '1922.57 HIGH POINT' STA _ ' 32+12.77 0 CO v - N 0 PVI STA =' 33+00 PVI ' ELEV = 1922.85 = 42.55 19260 0 0_ 0 I X i N PVi STA 34+75 1915.1 3.80 .32 N 00 0r NCL NI W CO p O 0 O co 3 N • N O Q d = Liu 0° La cn� v J o CD -0 0 Li_ N � O O 0 0 iE 't o c(0 M 0•• 0 jr"- 0 co 0 0 U 00 a_l d 00 00 LOW •POINT • ST • = -36+08.33 ......... ......... PV! STA • 36+25. VI • ELEV 1914.25 POSED GRADS v CENTERLINE U' EXISTING GRADE W:>•.AT•CEN RUN05 HOR7_... 0' :: f0'.::2A.' : ::::40' BERT... 0' o� 0. ;T. N Cr) al 1910 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 ce ti 0 0 N drawn by. MDH checked by. RCK approved by. MMR QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 SHEET 12 of 47 060624_TB-0A 0 n 0 ✓ a c rn O 060624-XTOP ce ce 0 cn N CO > 00 o CO UJ Co N W N 42 -o .a a�s 01 CO0 jo zLi cc is]CL x 3 i E -(7‘11- CO N o10 N 00 CO N O 0a) 0 04 / `o. a 00ao 1"=20' 0' 10' 20' SCALE IN FEET LIMIT OF CONSTRUCTION ROW GAS GAS 4 a Sb a d O 4 Q N@RTH 4HtRE-DR1VZE. 40+00 40' e- • 57 0 4 0 4 i LIMIT OF CONSTRUCTION 4, 0� ROW co N ZW OQ V tin 0 N J< 0 oco 00 ✓ v • •13 111 J F u GAS GAS GAS w 0 o SS 1928 OHE ROW ] LIMIT OF CONSTRUCTION OHE 4 4 4 a • OHE 4 4 \ GAS G.S. OHE OH_ —Q4s GAS \ \ GAS ----OHE 4 5+ 1928 1926 1926 z 0 I- a REVISIONS DES 1924 1924 0 z 0 w 1922 1920 1918 0 t (o o) U) N w II II EXISTING GRAD AT • CENTERLIN c U, W 1916 1914 5 a - co 5 a PVI ELEV• gm' 1917.83 + I 5 n. 1.20%6 0. PROPOSE)GRADE PT CENTERLINE 1922 1920 1918 1916 1914 1912 HOR7_... 0' BERT 0' ::10'.::20.' : :::: 40' 2':: ::::4' 1912 0 O w� J O• H 0 0 0 Z r-- 0_ cf) aM sc U) F— z w W O(/) IYQ a= - 0) Oo z� N O C W 0- > O • z off w W O 0 co cc _ H 0 z N- 0 0 N m z 07 0 H Q 1910 0 0) U) O) •d. uj 0) N Iti C) (0 co 0 r 0, 0) C) �09 * * con I -- cd N: N: N: lc !rZ co N: co N: 00� �� Oa 0, a, 0, 5; O�Sb a)"" a)07 — �^ rI— .— — �^ � —O) N N M cd co cn eT) r � N} ao • N ao 0 1910 drawn by. MDH checked by. RCK approved by. MMR QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41 +00 41 +50 42+00 SHEET 13 of 47 060624 TB-0A 0 n 0 0 c 0' 0 O H CO CI C N O O > c0 1 O W N N W N 2 01 a. 3 I W a a_ 0- I N 0 O O CD O O Z Z J cc CL 0' o'n <r) M O 1) c� O O N OO 0) Or d Q 00 00 LIMIT OF CONSTRUCTION ROW 46+00 GAS GAS ROW GAS GAS N Zw a 0 v t .1a 0 FORTH STORE DRI p APit LIMIT OF CONSTRUCTION ROW —/ LIMIT OF CONSTRUCTION 0' 10' 20' 40' SCALE IN FEET HOR7_... O' ..10:::20.' : ::::40' VERT.:: O' ...... 2':: :::: 4' 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 drawn by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: dote: 04.18.07 ti 0 CV HASTINGS, NEBRASKA MDH RCK MMR SHEET 14 of 47 V) Zw Q OU 0 VI) In MEMMI Q 0 s 8 C a a a O I ooa 00 00 vc'iCV J h LL LIMIT OF CONSTRUCTION LINE OF CONSTRUCTION ROW LIMIT OF CONSTRUCTION DRAINAGE EASEMENT \\ 10' 20' 40' SCALE IN EET 0 CON CD 0 a PVI ELEV-=-1513 26 A.D.. = .1.30 K = 76.92 PVI STA = 51+50 PVI ELEV = 1912.2 A.D. _ -1.00 K=100:00 00 N NI -a- CC N o O O 3N v w oN aeL �I N N 0 • CO GO .4- Z N < (0 J 0 oU- /,w x O X O CO CDO /E - a N r) <O 0 •- co O jC" 0 0 — N O 2O O N CL 1- / / d< 00 ao EXISTING GRADE AT CENTERLINE PROPOSED GRADE AT. CENTERLINE 4'. 1908 1906 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 drown by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 H Z W > w Cl)O as - O O 9 ZLn > O O CL 0 Q N W n- • O EZ H WV • w 0`^ OON �a 0 z O O N HASTINGS, NEBRASKA MDH RCK MMR SHEET 15 of 47 LIMIT OF CONSTRUCTION 1/) Zw H Oa U N O t/)N Q 0 www.oaconsulting.com QCO 00 QV' � � J F lL LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION DRAINAGE EASEMENT n \ /\\\ / N /\ \\\ \N / N /\ \ \ 0' 10' 20' 40' SCALE IN FEET 0 03 04 N CO O a C d CC CC 0 N N 0 CO Y O W N W x 3 -ow a as I *IN N c0 oc0 O c0 (00 N Uj Z J CC C) i0 �E N co c oa 04o N O N o rn O N 0- < a 0O00 —LowPOINTELEV= 1910.5 LOW *POINT' STA. = .53+11.90 PVI STA =: 53+00 PVI ELEV =: 1910.26 A.O. = 210 EXISTING GRADE AT• CENTERLINE OSEO•GRADE ENTERLINE HORZ.... 0 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 1916 1914 1912 1910 1908 1906 Z 0 HASTINGS, NEBRAS drawn by. checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MOH RCK MMR SHEET 16 of 47 10' 20' SCALE IN FEET LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION 0 i CO I N O 0 1922 HIGH POINT E HIGH :POINT. S PVI STA PVI•EIEV a V•=•1915.89 = .62+22.73 62+0O- • 1916.00 A.D. d -1.10 EXISTING • G •AT• DENTE' ADE LINE a_ w N N Lai N a 3 0_ -v w O a D 0 a.0- <1 - 04 _04N to0 0 COoO N05 J CCw CL d- a N a CO PO E M o do 0 -a- o • CI N Co.. O• � a- PROPOSED RADE AT CENTER INE HOR7_.:: 0' drawn by checked by approved by. QA/QC by. project no.: drawing no.: date: MOH RCK MMR 2006-0624 04.18.07 57+00 58+00 59+00 59+50 60+00 61+00 61 +50 62+00 SHEET 17 of 47 0 0 0CO 0 5°° V) Zw OQ 3 V) o Q 0 www.oaconsulting.com 00 0(0 QQ J N LIMIT OF CONSTRUCTION ROW 5+00 64+00 63+ 62+ 0 M M M LIMIT OF CONSTRUCTION 0' 10' 20' 40' SCALE IN FEET H POINT f i •POINT • S = 1915.89 = •62+22.73 PVI •ELEV = 1916.00 C -1.10 90.91 60624—XTOPO 0 C N o 0 Y o = OD N N 3 v N 0 < ��CO ° '- tiN coo CO c co 0 Z (N Z J W a' O� N p CO o O o Ln v N COo N 0O o� % n w 00 PVI •DIV =• 00.00 EXISTING GRADE AT .CENTERLINE ROPOSED GR DE T •CENTERLI 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 drawn by. checked by approved by. QA/QC by. project no.: 2006-0624 drawing no.: dote: 04.18.07 co I - Z W 7 Cl)O tr = as � a) O 0 Z Lo 5 O O Q N a0 \Wa / Z I- W W 5-5 NO ra I- 0 Z N-. O O N HASTINGS, NEBRASKA MDH RCK MMR SHEET 18 of 47 www.oaconsulting.com LIMIT OF CONSTRUCTION 0' 10' 20' 40' SCALE IN FEET PM STA = 68+00 1.0 0 100.00VC I- X i 04 04 CO 0 O i— cN N 0 0 co io W N N W Q rn 3 i -c! 3 cc a_ co CL Q_ 1 I CM N N CO coo CO N N Q L` J W CL x X N d CO0di a• o N O CO N 0 N 2 Q 3a 00 PROPOSED • GRADE AT CENTERLINE HORZ.. 0' ..10:..20 VERT .. 0' ...... 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71 +00 71 +50 72+00 07 00 w `z 0 z_ I— Q drawn by: MOH checked by: RCK approved by. MMR QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 SHEET 19 of 47 0 CA CON (O 102+00 LIMIT OF CONSTRUCTION E 8 C G0 C 0 l6 O I � CO 00 (0(0 0 C J F- LL 0 3 Y) ,02o co co v co W N Z N _ gm C nIb r• (6 N 4 NORTHo SHORE ..DRI.VE A LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION 10' 2 40' SCALE 114 FEET PVF STA = 105+25:: PVI : ELEV: 1920 A.D. _ —1.57 K = 53.90 0 C 191.1.79 LOW. POINT STA .=.103+.29.91. PVF STA _ '103'4-25 PVI . ELEV. =..1911.00 0 X I dl N O 0 * 0 CO > 0 (O i O C2 w N N w a at_ 3 n v LI N to CII d- N CO CO O CO N UI Z (i Q w J jX Cn v N d co oao NO O O O N O O 0' N / d =a •• w 000 0 EXISTING GRADE AT CENTERLINE HORZ.::::O.' 1906 1904 100+00 100+50 101 +00 101 +50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 drawn by: checked by: approved by: QA/QC by. project no.: 2006-0624 drawing no.: dote: 04.18.07 co I - Z W > CLQ LL as 20) Ur O Z O O < N a >a • 0Z W H wU co0 co cc I O- I -I- 0 z HASTINGS, NEBRASKA MDH RCK MMR SHEET 20 of 47 0 0 N CO E 8 N Z IL" 0 R 0 QO i U O o0 N ve vi c.5 N PS 'T° JQ w LL 0 O d co o co =w H LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION DRAINAGE EASEMENT 0' 10' 20' SCALE IN FEET PVT STA 105+25 PVI'ELEV. 1914.93 A.D. _ -1.57 K = • 3;90 0 LOW..N =..1191179 LOW: POINT :ST =.103+29.91: PVI: STA ::= :103+25 PVI . ELEV: =::1911.00 1918 A.D.. =..4.21 EXIS11N GRADE AT • CENTERLINE c X X N CO CC CC 0 c N > CO 0 CO O N r N w a 3a w N dQ CO a _ Cl - 0,4 Np O C O N Jw tt a � E N co co o om 5 N O <C)o O O 0) O _ 3a 0 0 HORZ.::::0:' VERT 0' n "' • N P N rna rn m r S 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 Co I - Z w w co N C O Q a= - +rn N- 0 w Z,i, �o —o 0 E >o N 0- 0 o_ w Z o > • g+' fZ D. w~ r- C W, II,-^^ CO N0N U) C NH {dam 0 Z O7 Z 0 w N- 0 0 N drawn by. MOH checked by. RCK approved by. MMR QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 SHEET 21 of 47 060624_TB-OA 0 0 I- 0 C rn 117 0 0 060624-XTOPO 0 I- C N a) > io d w U w a 04 (1) CL m CL N 0 V;) j0 N h Z � J a. x v `r E co N 0- o 0 om to N CO N 00' % n a 0 0 4 E 4 DRAINA E EASEMENT E E LIMIT OF CONSTRUCTION E E E E E 202+p0 203+00 204+00 201 +00 ROW LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION ROW 1"=20' 0' 10' 20' SCALE IN FEET 40' 1918 1916 1914 1912 1910 1904 1902 1900 1898 1896 EXISTING GRADE AT ENTERLINE n 00 oa, —I- r 200+00 200+50 201 +00 N 0 � �S sr - 201 +50 HORz::::0:' 10:...20.' VERT 0' 2'.... 1920 1918 1916 1914 1912 1910 1908 1906 1904 1902 E 8 to N 0 0 0 o N. o0 vc 00 J H LL REVISIONS DESCRIPTION w I- 0 0 w 0 w o: Z REVISIONS w J_ LL g00- C) H Z w O 0 2 (0 w a `0 VJ 2 NH {.L z HASTINGS, NEBRASKA drawn by. checked by. approved by. QA/QC by project no.: drawing no.: date: MDH RCK MMR 2006-0624 04.18.07 SHEET 22 of 47 0 0 N 0 Co O 0 I- Co O �o E 0 Na N o _04 CO O> O 3 o8 O N W O N UIQ N 0- o o < 6 co z J N ao o O(NI uJ LL Co X 0 C7 E 0.1O N 0 0 O o r- N N 2 N a` a S. Q Ur W O 0 BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB STATION TO STATION SIDE SQ. YDS. 27+47.83 - 32+00 LT & RT 1419 BUILD 6" PC CONCRETE DRIVEWAY ` STA11ON SIDE SQ. YDS. 27+79 RT 18 28+22 RT 54 28+70 LT 37 28+98 RT 48 29+68 RT 46 30+57 RT 59 31+01 LT 15 31+33 LT 15 31+66 RT 69 y ree REMOVE PAVEMENT VA STATION TO STATION SIDE SQ. YDS. 27+47.83 - 32+00 LT & RT 1146 REMOVE DRIVEWAY \y STATION SIDE SQ. YDS. 27+79 RT 18 28+22 RT 46 28+70 LT 49 28+98 RT 56 29+68 RT 55 30+57 RT 64 31+01 LT 18 31 +33 LT 22 31+66 RT 72 REMOVE/RESET MAILBOX STA11ON SIDE 27+95 RT 28+45 RT 28+52 LT 29+91 RT 30+74 RT 30+84 LT 31+81 RT 31+96 LT REMOVE/SALVAGE FENCE STATION TO STATION SIDE L.F. 28+91.5 - 30+79.9 LT 181 '5- O� O AD ROW LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION X 0 29+00 ONE PROTECT LIGHT POLE ADJUST ADJUST VALVE TO GRADE STATION SIDE 28+54 25' LT 30+99 25' LT REMOVE TREE (>12" DIA.) STATION SIDE 28+79 LT. 28+09 LT. •.(2- o' 5e �O 5 F^ i \ 47 At 1» = 20' 0' 10' 20' 40' SCALE IN FEET BUILD HDPE STORM SEWER AREA INLETO ADJUST MANHOLE TO GRADE STATION STATION RIM EL. SIDE EXIST. GRADE FIN. GRADE 30+13 1916.40 3' RT 1921.0 1916.48 1920.13 •.(2- o' 5e �O 5 F^ i \ 47 At 1» = 20' 0' 10' 20' 40' SCALE IN FEET BUILD HDPE STORM SEWER AREA INLETO NO. STATION SIDE RIM EL. F.L. EL. 1 28+00 24' RT 1916.40 1913.02 BUILD STORM SEWER CURB INLET ■ NO. STATION SIDE RIM EL. F.L. EL. X Y 1 27+55.7 15.1' LT 1916.48 1911.90 4.58 8 2 27+55.7 15.1' RT 1916.48 1912.24 4.24 8 BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 1 15"x34' 1.00% CURB INLET 1 FL. 1911.90 TO CURB INLET 2 FL. 1912.24 BUILD HDPE STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 2 12"x44' 1.74% CURB INLET 2 FL. 1912.24 TO AREA INLET 1 FL. 1913.02 N ZW Q O U ta 0 Q 0 E 8 o) C 0 C0 8 0 I .1 - CO 0OD 00 J F- V _ REVISIONS DESCRIPTION I- 0 W � oZ REVISIONS J O eLDes O O O 0 + N CO Ia- Co CO O ti N co c N- O 0 HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 23 of 47 0 0 OSCOa CX ... w N -30 o a zw o eo ( UIQ da CD o �wn. w 3X N � O N O .. �(O v o CNA O N 0- co 0 n O 0 BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB STATION TO STATION SIDE SQ. YDS. 32+00 - 37+00 LT & RT 1644 BUILD 6" PC CONCRETE DRIVEWAY STATION TO STATION a, STATION SIDE SQ. YDS. 32+17 LT 25 32+92 LT 33 33+17 RT 47 33+44 LT 79 / \ LIMIT OF CONSTRUCTION 35+00 REMOVE PAVEMENT VA STATION TO STATION SIDE SQ. YDS. 32+00 - 37+00 LT & RT 1639 REMOVE DRIVEWAY STATION SIDE SQ. YDS. 32+17 LT 33 32+92 LT 48 33+17 RT 49 33+44 LT 96 REMOVE/RESET MAILBOX STATION SIDE 32+34 RT 33+23 LT 33+40 RT 35+24 LT GNS ROW GAS "iritai,...s-rAE7Tst___t___t_,.;), a rite :Or `tea ' �� III re. � • 41" s 4 0 )4 ilree • -44xip GAS GA 0 GqS oNe ROW I I I I I I oys �WI 04 OHE LIMIT OF CONSTRUCTION GRADE TO OUTLET TO LAKE AND PLACE 548 S.Y OF EROSION CONTROL, TYPE 2A A) REMOVE TREE (>12" DIA.) STATION SIDE 32+50 RT. 33+47 RT. 33+76 RT. 33+92 RT. 33+32 RT. ADJUST VALVE TO GRADE STATION SIDE 35+47 24' LT 35+50 24' LT 35+78 20' LT 35+96 24' LT 35+98 25' LT 35+98 24' LT ADJUST FIRE HYDRANT TO GRADE STATION SIDE EXIST. GRADE PROPOSED GRADE 35+99 26' LT 1915.3 1916.30 ADJUST MANHOLE TO GRADE STATION SIDE EXIST. GRADE FIN. GRADE 32+71 2' LT 1922.7 1922.14 34+29 4' LT 1917.2 1917.09 35+71 1' LT 1915.0 1914.55 II I I I I I I I II i I I I BUILD CONCRETE PIPE COLLAR STATION SIDE 35+08 22.16' RT. REMOVE EXISTING STORM SEWER CURB INLET STATION SIDE 35+08 22.16' RT. RECONSTRUCT STORM SEWER CURB INLET 0 NO. STATION SIDE RIM EL. F.L. EL. TYPE Y 1 35+35.4 13.5' LT 1915.00 1909.34 A 8 4 36+11.2 13.5' LT 1914.67 1911.32 A 8 EXISTING STORM SEWER CURB INLET O NO. STATION SIDE RIM EL. F.L. EL. 2 35+56.3 43.9' LT 1914.82 1909.72 3 35+85.8 46.3' LT 1914.82 1911.05 BUILD STORM SEWER CURB INLET ❑ NO. STATION SIDE RIM EL. F.L. EL. X Y 3 35+12.2 14' RT 1914.69 1911.19 3.50 8 4 36+11.6 14' RT 1914.67 1911.42 3.25 10 AZ/ Age 1" = 20' 0' 10' 20' 40' SCALE IN FEET BUILD REINFORCED STORM SEWER PIPE O NO. SIZE SLOPE DESCRIPTION 3 15"x32' 0.30% EXISTING CURB INLET 4 FL. 1911.32 TO CURB INLET 4 FL. 1911.42 /-Y} N Zw Q OU t / ) N Q E 0 U O) C 0) pN S 0 j vCO 00 M CO CO ci v, CV vv 1 L1. REVISIONS DESCRIPTION F- 0 REVISIONS -J Q o O ++ 2ti w M fY Q 0 Z O o Ho U + Z CO 0 U Z 2 cc 2 Z a. cc 0 coW cr W fZ 0 Z HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 24 of 47 2 <r� 0 CD a C X " A- LU W co MWN V Q TS Z C. O w ai m Fa. "d O m z g LL o -w v X N o ) N Turn v$ O O J` • n d w moi, GAS w BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB 4 STATION TO STATION SIDE SQ. YDS. 37+00 - 42+00 LT & RT 1819 BUILD 6" PC CONCRETE DRIVEWAY `d STATION SIDE SQ. YDS. 38+65 RT 57 39+52 RT 32 40+38 LT 21 40+57 RT 24 41 +69 LT 25 REMOVE PAVEMENT 4//J STATION TO STATION SIDE SQ. YDS. 37+00 - 42+00 LT & RT 1671 REMOVE DRIVEWAY E!I STATION SIDE SQ. YDS. 38+65 RT 55 39+17 RT 72 39+52 RT 29 40+38 LT 29 40+57 RT 23 41+69 LT 28 REMOVE/RESET MAILBOX STATION SIDE 38+82 RT. 39+66 RT. 40+51 LT. 40+76 RT. fit i f it � fIt ����1i38+00 i '�► 4 4.1 ri 4° it P•9 GAS VAsar, S l� = �I. `" �`` GAS \ GASrrezt,ttl— GAS GAS GAS GAS GAS GAS S� / a , S GAS GAS GAS GAS / �� _ Abs„, sy, ara sr se rArt___rears" iii A I Strarnam®I \ GAS tfltY LSAIL`\_\_OHE 0 d OHE Few OHE t h� ear *41.4 / / / 39 ADJUST VALVE TO GRADE ADJUST MANHOLE TO GRADE SIDE STATION 2' LT SIDE EXIST. GRADE FIN. GRADE 38+55 41+17 1' LT 1917.5 2' RT 1916.98 ADJUST VALVE TO GRADE STATION SIDE 41+02 2' LT 41+09 5' LT 41+10 3' RT 41+17 14' LT 41+50 2' RT LIMIT OF CONSTRUCTION ROW 40+00 4.04 0 401 pserk // 0 ee O Q O 0) O Z / CV / • / 4 C Sts ot 44W C '9 0 co 0 d %4g0 acv OHE OHE 401 a� —mss GAS GAS OH _ I ---�OHE 1 1"=20' 10*4010 fie 10' 20' 40' SCALE IN FEET c` 41AIN i‘ riPt 1`#* M 0,4 41* V) ZW Q OU to O in N a E 8 C N C w I o r - os WO �� NN vv J !- LL O 6m rn� vco N W N z N m No 0 NM REVISIONS DESCRIPTION F- 0 REVISIONS J Q O o • N LU 05 I - Z , O o HO U + D co CCZ 0 U Z a Z 0 co0H Z HASTINGS, NEBRASKA drawn by checked by. approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MOH RCK MMR SHEET 25 of 47 S BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB STATION TO STATION SIDE SQ. YDS. 42+00 - 47+00 LT & RT 1801 BUILD 6" PC CONCRETE DRIVEWAY 4, STATION SIDE SQ. YDS. 42+35 LT 28 42+97 LT 41 43+94 LT 42 45+08 LT 66 45+74 RT 29 45+90 LT 63 REMOVE PAVEMENT KA STATION TO STATION SIDE SQ. YDS. 42+00 - 47+00 LT & RT 1562 REMOVE DRIVEWAY M STATION SIDE SQ. YDS. 42+35 LT 30 42+97 LT 48 43+94 LT 41 45+08 LT 69 45+74 RT 36 45+90 LT 65 REMOVE/RESET MAILBOX STATION SIDE 43+15 LT. 44+11 LT. 45+29 LT. 45+56 RT. 46+02 LT. LIMIT OF CONSTRUCTION 00 ROW GAS --- 44+0 43+00 42+00 re* GASGAS GAS SAStrare SZYS ,Artg --W GAS E ROW LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION ROW / , ADJUST VALVE TO GRADE STATION SIDE 43+96 28' LT 44+01 28' LT RECONSTRUCT MANHOLE TO GRADE ADJUST MANHOLE TO GRADE SIDE STATION FIN. GRADE SIDE EXIST. GRADE FIN. GRADE 43+48 46+48.5 4' LT 1918.0 1911.81 1917.60 RECONSTRUCT MANHOLE TO GRADE STATION SIDE EXIST. GRADE FIN. GRADE 46+67 1' LT 1915.9 1915.12 1"=20' 0' 10' 20' SCALE IN FEET 40' BUILD STORM SEWER CURB INLET 0 NO. STATION SIDE RIM EL. F.L. EL. X Y 5 46+48.5 38.0' LT 1915.81 1911.81 4.00 8 6 46+84.4 37.7' LT 1915.82 1911.41 4.41 8 BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 4 15"x40' 1.00% CURB INLET 6 FL. 1911.81 TO CURB INLET 5 FL. 1911.41 5 18"x29' 1.40% CURB INLET 7 FL. 1911.00 TO CURB INLET 6 FL. 1911.41 to Zw Q O� V) 0 IAto to < 0 www.oaconsulting.com o 1- 0CO0 tCr; Ceio 0i 01 vv J -w REVISIONS DESCRIPTION F- 0 > o W Z REVISIONS J Qo 0 + LwN W Z co O 0 Ho U + Ce CO I 0 HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: MOH RCI< MMR 04.18.07 SHEET 26 of 47 0 <01 N Co Co = O 0) Ecc cc a coI- wo za 0 0USX N d N co 0 o 2 O N Nw co 03a 65 03 z4 3N :9Co -tru. to in0 CD coL) `0 CO ai oma, aO U N a, ON a` a u:a iii 0 0 0 AS W O U BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB STATION TO STATION SIDE SQ. YDS. 47+00 - 52+00 LT & RT 2098 BUILD 6" PC CONCRETE DRIVEWAY STATION TO STATION SIDE STATION SIDE SQ. YDS. 47+37 RT 23 48+21 RT 33 48+69 LT 25 49+40 RT 79 49+67 LT 59 51+18 LT 47 REMOVE CULVERT PIPE STATION TO STATION SIDE L.F. 48+55 - 48+81 LT. 26 49+42 - 50+03 LT. 68 50+69 - 51+04 LT. & RT. 67 51+04 - 51+23 RT. 25 REMOVE/RESET MAILBOX STATION SIDE 47+19 RT 47+57 LT 48+50 LT 49+01 RT 50+99 LT REMOVE PAVEMENT F2 STATION TO STATION SIDE SQ. YDS. 47+00 - 52+00 LT & RT 2044 REMOVE DRIVEWAY \I STATION SIDE SQ. YDS. 47+37 RT 29 48+21 RT 41 48+69 LT 29 49+40 RT 89 49+67 LT 51 51+18 LT 43 LIMIT OF CONSTRUCTION 49 00 48+00 GAS Lra\ AS GAS GAS GAS $ l Ala r° ik\ . w w .‘4.."),:ise SSArdirts r�ltrierriarr Arters-4----a � a a ar421,4", e r/ _ rte,. n Ent 4.tect„,y,„ _ OHE %O num- ) �`�etvcX8%� �lair\\% ' 4♦de.•. MY 444* 4;\* % \I" art o e- PI by i 4410 4,10 a. ,, * 2 lyS O2 cDN 5 ROW ss 1"=20' 0' 10' 20' 40' SCALE IN FEET WATER MAIN TO BE LOWERED AS NEEDED FOR 18" SEPERATION BETWEEN STORM SEWER AND WATERMAIN CENTER 20' PIECE OF PIPE AT CROSSING 50 L.F. 8" D.I.P. WATERMAIN 220 LBS. 8" 45' M.J. BENDS (4) IMIT OF CONSTRUCTION 7 i i ABANDON CULVERT IN PLACE AND GROUT ENDS (SUBSIDIARY) USE EXTREME CAUTION NEAR FIBER S OPTIC LINE --" DRAINAGE EASEMENT \ ADJUST VALVE TO GRADE STATION SIDE 50+44 56' LT 50+47 55' LT ADJUST MANHOLE TO GRADE STATION SIDE EXIST. GRADE FIN. GRADE 50+40 23' LT. 1912.7 1912.4 50+61 47' LT. 1912.2 1912.3 BUILD STORM SEWER AREA INLET° NO. STATION SIDE RIM EL. F.L. EL. 2 49+39 29.7' LT 1908.24 1910.50 BUILD STORM SEWER CURB INLET ❑ NO. STATION SIDE RIM EL. F.L. EL. X Y 7 47+07.8 14' LT 1915.00 1911.00 4.00 8 8 48+00 14' LT 1913.64 1909.64 4.00 8 9 48+00 14' RT 1913.64 1909.15 4.49 8 10 49+19.4 14' LT 1913.13 1908.15 4.98 8 11 49+19.4 14' RT 1913.13 1907.97 5.16 8 12 50+87.5 22.8' LT 1912.39 1907.45 4.94 8 -2* 25 50+67.45 41.9' LT. 1912.56 1908.24 4.32 8 7 i BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 6 24"x87' 1.56% CURB INLET 8 FL. 1909.64 TO CURB INLET 7 FL. 1911.00 7 24"x32' 1'53% CURB INLET 9 FL. 1909.15 TO CURB INLET 8 FL. 1909.64 B 8 1.323U 50+38.3 8 24"x118' 1.00% CURB INLET 11 FL. 1907.97 TO CURB INLET 9 FL. 1909.15 9 18"x22' 0.40% CURB INLET 10 FL. 1908.15 TO AREA INLET 2 FL. 1908.24 1010.50 10 18"x32' 0.50% CURB INLET 11 FL. 1907.97 TO CURB INLET 10 FL. 1908.15 11 30"x172' 0.30% CURB INLET 12 FL. 1907.45 TO CURB INLET 11 FL. 1907.97 12 3.00% CURB INLET 12 FL. 1907.45 1007.97 36"x26' TO CURB INLET 24 FL. 1908.24 OA 13 48"x161' 364�fr CURB INLET 13 FL. 1906.13 TO CURB INLET 12 FL. 1907.45 i 0 i FILL EXISTING DRAINAGE DITCH \ ate a ~ate k 401r 40. . \ REMOVE EXISTING STORM SEWER CURB INLET STATION SIDE 50+67.2 40.1' LT RECONSTRUCT STORM SEWER CURB INLET Q NO. STATION SIDE RIM EL. F.L. EL. TYPE Y 5 50+04.2 26.0' LT 1912.50 1908.43 B 8 6 50+38.3 70.6' LT 1912.80 1908.43 B 8 00 .0 REVISIONS DESCRIPTION QUANTITY AND/OR DESCRIPTION CHANGES w r a 0 REVISIONS Co -J O N w � Q O� 0 E •O U + D Nzt CL Z 07 0 Z w >w OC c O 0 O Z >Q N p > O 0Z W F - CCU W O0 0Z ti O O 04 HASTINGS, NEBRASKA drawn by. checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 27 of 47 0 GRADE SWAIL TO DRAIN FLARED END SECTION TAP EXISTING HDPE PIPE INTO PROPOSED CURB INLET (PAID FOR AS CONCRETE PIPE COLLAR) / / i / 00 0 k \ O CA LIMIT OF CONSTRUCTION ROW WATER MAIN TO BE LOWERED AS NEEDED FOR 18" SEPERATION BETWEEN STORM SEWER AND WATERMAIN CENTER 20' PIECE OF PIPE AT CROSSING 30 L.F. 8" D.I.P. WATERMAIN 220 LBS. 8" 45' M.J. BENDS (4) 5CO • t(N • sty e I ADJUST FIRE HYDRANT TO GRADE ADJUST MANHOLE TO GRADE SIDE STATION PROPOSED GRADE SIDE EXIST. GRADE FIN. GRADE 56+09 55+76 1' LT 1913.7 LT 1912.51 ADJUST FIRE HYDRANT TO GRADE STATION SIDE EXIST. GRADE PROPOSED GRADE 200+35 55' RT 1912.2 1913.84 ADJUST VALVE TO GRADE STATION SIDE 53+31 49' LT 54+47 30' LT REMOVE/RESET MAILBOX STATION SIDE 53+88 LT 54+19 LT 55+13 LT 55+76 RT 56+65 LT 56+94 RT Ars. yike",/ „tar diet ire,/ 7 ars Artsk‘ ,H.ttstro �'oyF S LIMIT OF CONSTRUCTION BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB Al STATION TO STATION SIDE SQ. YDS. 52+00 - 57+00 LT & RT 2019 BUILD 6" PC CONCRETE DRIVEWAY STATION SIDE SQ. YDS. 54+35 LT 71 55+29 LT 32 55+90 RT 35 56+43 LT 52 56+83 RT 13 200+41 RT 87 REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. 52+00 - 57+00 LT & RT 1454 REMOVE DRIVEWAY STATION SIDE SQ. YDS. 54+35 LT 54 55+29 LT 41 55+90 RT 38 56+43 LT 48 56+83 RT 18 200+41 RT 80 REMOVE CULVERT PIPE STATION TO STATION SIDE L.F. 52+86 LT. & RT. 41 52+91 LT. & RT. 41 52+91 - 53+55 LT. & RT. 166 53+82 - 53+95 LT. 17 REMOVE/SALVAGE FENCE STATION TO STATION SIDE L.F. 54+88 - 54+89 RT 10 S RELOCATE POWER POLE BY OTHERS 1,4 ROW LIMIT OF CONSTRUCTION ROW 0 S DRAINAGE EASEMENT FILL EXISTING DRAINAGE DITCH BUILD CONCRETE PIPE COLLAR STATION SIDE 201+39.1 15.5' RT. BUILD SCOURSTOP STATION 52+27.8 SIDE 45.4' RT. SIZE 00 20' X 28' S.F. 560 BUILD FLARED END SECTION A NO. STATION SIDE SIZE F.L. EL. 1 52+24.8 44.4' RT. 48" 1906.00 2 52+30.8 44.4' RT. 48" 1906.00 3 52+30.8 41.1' LT. 48" 1907.00 4 201+55.4 19.5' RT. 18" 1907.22 907.45 BUILD STORM SEWER CURB INLET ❑ // INSTALL SCOURSTOP TRANSITION MAT / PER MANUFACTURER'S SPECIFICATIONS NO. 13 14 15 16 STATION 52+27.8 53+11.4 53+11.4 53+89.9 SIDE 14' RT. 14' LT. 14' LT. 14' LT. RIM EL. 1911.78 1910.73 1910.73 1911.18 17 201+39.1 GRADE TO OUTLET TO LAKE AND PLACE 459 S.Y OF EROSION CONTROL, TYPE 2A 15.5' RT. 1911.27 F.L. EL. 1906.13 1906.35 1906.67 1906.61 1907.12 X 5.65 4.38 4.06 4.37 Y 8 12 12 8 4.26 12 A \ DRAINAGE EASEMENT ,O 5 00 7 \ ah) 18 201+39.1 15.5' LT. 1911.27 1907.47 3.96 12 A / BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 14 -47- 48"x12' 1'10% Vii* FLARED END 1 FL. 1906.00 TO CURB INLET 13 FL. 1906.13 15 1.10% FLARED END 2 FL. 1906.00 TO CURB INLET 13 FL. 1906.13 48"x12' 9:30% 16 1.70% CURB INLET 13 FL. 1906.13 TO FLARE END 3 FL. 1907.00 48"x51' 17 -2410.30% CURB INLET 13 FL. 1906.13 TO CURB INLET 14 FL. 1906.35 42"XX 72' 18 15"x32' 1.00% CURB INLET 14 FL. 1906.35 TO CURB INLET 15 FL. 1906.67 19 0.30% CURB INLET 14 FL. 1906.35 TO CURB INLET 16 FL. 1906.61 44- 42"x85' 20 -241 030% . CURB INLET 16 FL. 1906.61 TO CURB INLET 17 FL. 1907.12 36"x169' 1907.01 21 15"x35' 1 00% CURB INLET 17 FL. 1907.12 1907.01 TO CURB INLET 18 FL. - 1907.47 1907.33 22 18"x10' 1.00% CURB INLET 17 FL. 1907.12 1907.01 TO FLARED END 4 FL. 48! 1975e* 1907.22 1007.45 a a a 1"=20' 0' 10' 20' 40' SCALE IN FEET www.oaconsulfing.com REVISIONS DESCRIPTION QUANTITY AND/OR DESCRIPTION CHANGES w r N 0 M N >- IT Z z 0 0) J 0 w ce 05 0 H D 0 H W > W O Q 2'_ as -a Ur O 2: UP < N CL W d c5 z w • U • 0 H 0 z ti O O HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 28 of 47 re 0 N O oO m CO 0 0 03 I- 62 8 'L N w C CO N 3o a za ocow 0 < ✓ ca a c o z gas a "- w 3X N 0 0. `n Cr o 0 O O N • a; §a • a 0 5 i i +00 w BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB a STATION TO STATION SIDE SQ. YDS. 57+00 - 62+00 LT & RT 1556 BUILD 6" PC CONCRETE DRIVEWAY `° STATION SIDE SQ. YDS. 57+65 RT 22 57+92 LT 29 58+56 RT 29 59+07 RT 39 59+70 RT 30 60+16 LT 26 60+79 RT 24 61+06 LT 26 61+96 LT 31 O(e REMOVE PAVEMENT E2 STATION TO STATION SIDE SQ. YDS. 57+00 - 62+00 LT & RT 1324 REMOVE DRIVEWAY \` STATION SIDE SQ. YDS. 57+65 RT 28 57+92 LT 33 58+56 RT 46 59+07 RT 47 59+70 RT 23 60+16 LT 35 60+79 RT 30 61+06 LT 32 61+96 LT 37 REMOVE/RESET MAILBOX STATION SIDE 57+84 RT 58+15 LT 58+77 RT 58+80 RT 59+55 RT 60+31 LT 60+64 RT 60+94 LT 61+79 LT REMOVE/SALVAGE FENCE STATION TO STATION SIDE L.F. 56+94.54 - 57+51.55 RT. 76 57+12.94 - 57+33.30 LT. 26 I 4• o 0 O k0 LIMIT OF CONSTRUCTION 6 / �=rear. cid ROW W i +00 �" te, Art"' CatsII mss+ t ; M ROW LIMIT OF CONSTRUCTION \� o 00 REMOVE TREE (>12" DIA.) STATION SIDE 57+44 LT. 57+69 LT. ADJUST VALVE TO GRADE STATION SIDE 59+13 31' RT 60+55 22' RT RECONSTRUCT MANHOLE TO GRADE STATION SIDE EXIST. GRADE FIN. GRADE 58+73 3' RT 1914.8 1913.86 61+43 9' LT 1916.3 1915.38 1"=20' 0' 10' 20' SCALE IN FEET 40' N Zw Q OU t .11 0 E S C N C S 0 I U) 0 C .5 o- to 0 co N Z N W C N REVISIONS DESCRIPTION I- 0 REVISIONS U) J Q O O �+ • N W O Q 0 Z CO O 0 PO U + D•in (n H Z� 0 H Z W 0 cL2 Z a 0 W H 0Z W Q a) O O O N a 0 H 0 ll a - ASTINGS, NEBRASKA drawn by checked by. approved by. QA/QC by project no.: 2006-0624 drawing no.: date: MOH,- RCK'' MMR 04.18.07 SHEET 29 of 47 cc 0 cot N aJ 0 tn� a C X NN• 0p W O N CO Q Zd o' d,m a � 4 U k §n Cr• o � o p c c 0S o� • 111 �J • n O o BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB STATION TO STATION SIDE SQ. YDS. 62+00 - 67+00 LT & RT 1556 BUILD 6" PC CONCRETE DRIVEWAY ` STATION SIDE SQ. YDS. 62+62 RT 46 62+62 LT 30 63+93 RT 71 64+27 LT 26 64+61 RT 42 65+05 LT 81 65+46 RT 61 REMOVE PAVEMENT KA STATION TO STATION SIDE SQ. YDS. 27+47.64 - 32+00 LT & RT 1356 REMOVE DRIVEWAY l\`I STATION SIDE SQ. YDS. 62+62 RT 61 62+62 LT 37 63+93 RT 55 64+27 LT 27 64+61 RT 49 65+05 LT 84 65+46 RT 61 REMOVE/RESET MAILBOX STATION SIDE 62+31 RT. 62+44 LT. 63+84 RT. 64+42 LT. 64+75 RT. 65+27 LT. 65+31 RT. ADJUST VALVE TO GRADE STATION SIDE 63+83 32' RT • _ . \ w teat ativst bin �i,,t�tetab itito tt 17 1 7 a rill" 4 .1a:4111 1r iftc 1/ w RECONSTRUCT MANHOLE TO GRADE ADJUST MANHOLE TO GRADE SIDE STATION FIN. GRADE SIDE EXIST. GRADE FIN. GRADE 66+02 4' LT 1911.8 1911.26 RECONSTRUCT MANHOLE TO GRADE STATION SIDE EXIST. GRADE FIN. GRADE 63+76 1' LT 1915.6 1914.83 Off. se � Co 7V 5 ib LIMIT OF CONSTRUCTIO ROW 5+00 V / 64+00 63+� ter 0 m a_ Itt m a i�� �r c Starrte nAlCrAd ///�ar A Artardir, cam-Ny**47 tra Jai �--- GAS -GAS OHE 000 ROW LIMIT OF CONSTRUCTION • otse° ,o÷"��O o0 49 off. e° CL5 �O 5 i 1"=20' 0' 10' 20' 40' SCALE IN FEET www.oaconsulting.com REVISIONS DESCRIPTION I- 0 Wo Z REVISIONS z w 0 a 0 Z a Q 0 core0 Z 2 0 D) O to 0 O a O 0 0 NGS, NEBRASKA drawn by. checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 30 of 47 CC 0 CO Cl CO CO z o .c E w CC I W 0 Mo �m r� rn -22 <• NO -‚-• Co o ai 0 00 1 ✓ N 04 0 O CO 0 0 ON Mw co •crQ CD >W CCa, 05a Nm za (Pi_ 06 N v N LL o D cox 0 U' o0 0 o o N N 2 • N a` LL Q 00 BUILD 6” PC CONCRETE PAVEMENT W/ INTEGRAL CURB ` STATION SIDE STATION TO STATION SIDE SQ. YDS. 67+00 — 69+47.32 LT & RT 931 70+74 — 71+35 LT 48 BUILD 6" PC CONCRETE DRIVEWAY ` STATION SIDE SQ. YDS. LT & RT 69+08 LT 53 69+44 BUILD 9" PC CONCRETE PAVEMENT W/ INTEGRAL CURB STATION SIDE SQ. YDS. 69+47.32 — 71+35.42 LT & RT 1471 REMOVE PAVEMENT K/ STATION TO STATION SIDE SQ. YDS. 67+00 — 71+35.42 LT & RT 1251 REMOVE DRIVEWAY = STATION SIDE SQ. YDS. 69+08 LT 65 REMOVE/RESET MAILBOX STATION SIDE 69+29 LT I c 61 PROTECT EXISTING SIGNAL POLE eo C0 5 • pC C CREE , „ ,A,/,%,0T.,.,„ay 68+00 [ROW PC C0INICR LIMIT OF CONSTRUCTION 6 69+pp P EN z S 0 N PROTECT EXISTING SIGNAL POLE HE RELOCATE LIGHT POLE BY OTHERS L ROW LIMIT OF CONSTRUCTION ADJUST VALVE TO GRADE STATION SIDE 69+64 45' RT 69+66 45' RT BUILD STORM SEWER CURB INLET ❑ BUILD FLARED END SECTION A NO. SIDE STATION SIDE SIZE F.L. EL. 5 69+44 69+39.7 45.5' RT 18" 1900.50 BUILD STORM SEWER CURB INLET ❑ NO. STATION SIDE RIM EL. F.L. EL. X Y 19 69+44 26' RT 1904.49 1900.62 3.87 10 20 69+44 14' LT 1904.73 1900.75 3.98 10 N N BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 23 18"x10' 1.00% FLARED END 5 FL. 1900.50 TO CURB INLET 19 FL. 1900.62 24 15"x40' 0.30% CURB INLET 19 FL. 1900.62 TO CURB INLET 20 FL. 1900.75 25 —3e— 1.00% FLARED END 6 FL. 1895.56 TO EXISTING PIPE 1895.70 36"x14' N NOTE: SEE SHEET 45 OF 47 FOR TRAFFIC SIGNAL CONSTRUCTION REMOVE AND RESET FLARED END SECTION A NO. STATION SIDE 7 70+75.7 65.5' RT SIZE 36" 48= F.L. EL. 1895.56 0 1"=20' 0' 10' 20' SCALE IN FEET 40' www.oaconsulting.com REVISIONS DESCRIPTION QUANTITY AND/OR DESCRIPTION CHANGES W r Q 0 0 M N LLLcc Z REVISIONS J ces 0 cc 0 0 cn I— W j W O U) • Q d = • C) 0 O Z a • . 0 Z W H U • -)0co _ 0' H 0 Z ti O O CV HASTINGS, NEBRASKA drawn -by. checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: MDH RCK MMR 04.18.07 SHEET 31 of 47 2 0 0 a Ai R A- ttic) t W V) g thlN V Q z°_' O rw �m N a O p y tC0 LL aW r,7 N E o a v 43^ N o co N tC0 o • 41 O 0 BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB STATION TO STATION SIDE SQ. YDS. 100+00 - 103+00 LT & RT 902 BUILD 6" PC CONCRETE DRIVEWAY El STATION SIDE SQ. YDS. 100+31 RT 37 101+58 RT 33 102+64 RT 24 102+99 RT 30 REMOVE PAVEMENT I/A STATION TO STATION SIDE SQ. YDS. 100+00 - 103+00 LT & RT 689 REMOVE DRIVEWAY \\I STATION SIDE SQ. YDS. 100+31 RT 36 101+58 RT 46 102+64 RT 31 REMOVE/RESET MAILBOX STATION SIDE 100+43 RT 101+31 RT RECONSTRUCT MANHOLE TO GRADE ADJUST MANHOLE TO GRADE SIDE STATION FIN. GRADE SIDE EXIST. GRADE FIN. GRADE 100+30 8' RT 1917.9 1917.44 RECONSTRUCT MANHOLE TO GRADE STATION SIDE EXIST. GRADE FIN. GRADE 102+60 0' RT/LT 1913.3 1912.46 ADJUST FIRE HYDRANT TO GRADE STATION SIDE EXIST. GRADE PROPOSED GRADE 101+39 22' LT. 1915.4 1916.37 ADJUST VALVE TO GRADE STATION SIDE 101+39 22' LT /I\• 0 bcoA°`) Si, _ P ----- / GP/ GPS GPs 1' GAS 14 . 4 .4 . _ sweret(0,/.esserze4 �. �r al PallaVtarpart ��►�. aranyzna /�I�� S GAS �- \`r��y�►`e��; set `Paatel ��w��� �fi n , As % . ealail WM- NV tr. St ifibv 404 `Y tel i14:* 44 0. S' // / F O* Corte ROW LIMIT OF CONSTRUCTION \1/4'• 1" = 20' 0' 10' 20' 40' SCALE IN FEET www.oaconsulting.com oCO 00 CtiCD �� J F LL 0 0 Co 710 bC Co .Co w N ti CO04 NCO I REVISIONS DESCRIPTION I- C REVISIONS J • O O O co g o W �Q z O 0 F -o U + 0 co o c z O 0 z W O Z ce 0 0 I ce 0z W I 0) 9 U, O 0 N d O 0 ce Il O O N HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 32 of 47 0 0 CO N CO Co 0 L L w O I- �' rn -2 CO 0 w o ccw cvI a_ 0 0 Z 0 IN N 0'0 0 0 N c w 0- N W d a am (15a J N 0 8 3 0 - LL �w cDc 0 X 0 N0 • M 0 0 • `- o o N N e 75 ea 0 - N a a u_ 00 5� A' XC 106+00 O 5 0q' leara ra era ra rarar rant/ Alk arra I re SCA d ran WM'S a Aeratearearreara DRAINAGE EASEMENT ADJUST MANHOLE TO GRADE STATION SIDE EXIST. GRADE FIN. GRADE 103+65 17' RT 1912.3 1912.24 106+34 2' LT 1915.9 1915.34 C PROTECT TREES oQ-. 5 coq - 1"=20' 1 0' 10' 20' 40' SCALE IN FEET BUILD FLARED END SECTION A NO. STATIONS SIDE SIZE F.L. EL. 6 104+72.8 235.3' RT 24" 1907.00 i BUILD STORM SEWER CURB INLET 0 NO. STATIONS SIDE RIM EL. F.L. EL. X Y 21 103+25 14' RT 1912.01 1908.50 3.51 8 22 103+25 14' LT 1912.01 1908.18 3.83 8 23 104+87.8 14' LT 1914.69 1911.19 3.50 8 24 104+87.8 14' RT 1914.69 W-1910.87 S-1907.73 6.96 8 BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 26 15"x32' 1.00% CURB INLET 22 FL. 1908.18 TO CURB INLET 21 FL. 1908.50 27 18"x151' 0.30% 1.00% CURB INLET 24 FL. 1907.73 TO CURB INLET 22 FL. 1908.18 202 32 104+72 LT 3+1- 38 28 15"x32' 1.00% 83 CURB INLET 24 FL. 1910.87 1907.73 TO CURB INLET 23 FL. 1911.19 29 24"x211' 0.35% FLARED END 6 FL. 1907.00 TO +00% CURB INLET 24 W. FL. 1010.07, S. FL 1907.73 ROW LIMIT OF CONSTRUCTION BUILD 6" PC CONCRETE PAVEMENT W/ INTEGRAL CURB STATION TO STATION SIDE SQ. YDS. 103+00 - 107+57.42 LT & RT 1416 BUILD 6" PC CONCRETE DRIVEWAY STATION SIDE SQ. YDS. 103+45 RT 395. 44 103+53 RT 333 37 104+07 RT 284 32 202 32 104+72 LT 3+1- 38 105+20 RT 747- 83 106+16 RT 1888 21 REMOVE PAVEMENT 4// STATION TO STATION SIDE SQ. YDS. 103+00 - 107+57.42 LT & RT 1260 REMOVE DRIVEWAY N"] STATION SIDE SQ. YDS. 103+45 RT 4+ 2 103+53 RT 113 13 RT 104+07 RT 202 32 RT 104+72 LT 37& 42 105+20 RT 804 89 106+16 RT 200 32 REMOVE/RESET MAILBOX STATION SIDE 103+16 RT 103+60 RT 104+19 RT 104+81 RT 105+04 RT 106+38 RT www.oaconsulting.com Co0 cei co co vv, 00Ci !NI J F LL REVISIONS DESCRIPTION aJAANTITYAND/OR DESCRIPTION CHANGES w F- a a 0 0 M v >. W Z a Z 0 07 W C 07 J • O O o W'Q 05 Z 0 O U + co D• O (0 Z 0 0 0 w 0 0 0Z HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 33 of 47 0 0 N O O m F-, D N O 0 ▪ °- Li.' Wo N 0> (C. '4 0 W • N 0IN = NO D. w oF.C_ Q za J V 0 0 • o • coN CO CY O X RI= oi E m o O • Crio o 0 N O U N N - a a 8. LL Q Ca00 2700 • GEOMETRIC CONTROL POINTS 1O P.I. 27+46.83 N(Y)= 10513.30 E(X)= 12372.30 02 27+47.67 - 15.5' LT O3 27+47.67 - 15.5' RT O4 28+00 - 14.0' LT O5 28+00 - 14.0' RT 66 P.I. 30+02.93 N(Y)= 10549.06 E(X)= 12625.89 O A= 76'6'5.4" O R= 185.02 X T= 145.00 4" L= 245.97 P.C. 28+57.93 N(Y)= 10528.81 E(X)= 12482.31 P.T. 31+03.90 N(Y)= 10693.32 E(X)= 12640.54 O0 '5., ?> 28'`00 ?, 0o NCY 29+00 ea ?O1 ciy N 1"=20' 0' 10' 20' 40' SCALE IN FEET NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION=1900.00 www.oaconsulting.com REVISIONS DESCRIPTION U r 0 REVISIONS W Co �o (' MN 05 . ck 07 F— r Z `O co VJ W _UN + L7 � N W ec 2 F— OO) W C9 07 I- 0 a. Z W W 0 C 0 0 Z HASTINGS, NEBRASKA drawn by. checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 34 of 47 0 COI N 0 0 0 0 N O 0 0 N 0 a w 4 D X N cn3 v, 0 0 N W �N I 2 iNoa o ' O CO & a a �� 0 � c LL 0 al O X N O. co 0 O CO o is 0 w0 • N d- 'o a_ LL Q 22 7c) / / / / N^ / OA 35+00 a tx• 1 �fx• � I koJ GEOMETRIC CONTROL POINTS P.I. 34+70.30 N(Y)= 11057.84 E(X)= 12677.58 A= 83'32'32.28" R= 238.73 T= 214.60 L= 349.61 P.C. 32+55.70 N(Y)= 10844.34 E(X)= 12655.89 P.T. 36+05.31 N(Y)= 11058.93 E(X)= 12892.18 O20.0' RADIUS RP= 35+37.55 — 34.00' LT PC= 35+37.55 — 14.00' LT PT= 35+55 — 31.54' LT O 20.0' RADIUS RP= 36+04.30 — 34.00' LT PC= 36+04.22 — 14.00' LT PT= 35+86.80 — 32.34' LT / / tic (14 /9 QO x k6 $ be •8) • 8> 1"=20' 0' 10' 20' 40' SCALE IN FEET NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION=1900.00 V) Zw Q oU too N 0 s 0 U a) j co C 0 O I or 0000 40a 00 J H LL 0 m do 0/W N Z N °CP ou 04 y N REVISIONS DESCRIPTION W I- 0 >: z REVISIONS W a g 0+ oe$ co H 0 O UM W 2 c 0 W co H W > W O w ce - 0) O 9 zo < N a. wa. > 0 • z H W0 • —) '2 00 n T a H Ix 0 z HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by project no.: 2006-0624. drawing no.: date: 04.18.07 MDH RCK MMR SHEET 35 of 47 0 0 0I N co C0 0 O 1-1N O O O a w0 cox D O) O 8 0 0 0 o N w cel 0) _ 0. a LL CD 0 o) n Q w 37+00 h• D1 38+00 D co D �o 7 N GEOMETRIC CONTROL O 20.0' RADIUS RP= 38+17.76 PC= 38+17.76 PT= 38+37.72 POINTS - 34.00' LT - 14.00' LT - 32.73' LT O 20.0' RADIUS RP= 38+94.49 - 34.00' LT PC= 38+94.49 - 14.00' LT PT= 38+74.56 - 35.58' LT 0 P.I. 41+26.01 N(Y)= 11065.87 E(X)= 13412.82 7215'55.08" R= 126.78 T= 92.87 L= 160.31 P.C. 40+33.14 N(Y)= 11063.93 E(X)= 13319.97 P.T. 41+93.45 N(Y)= 11154.98 E(X)= 13438.98 O 0 Po \9 1 O Q N 06 O0 Nqr tkA\ 39+00 40+00 7) XR 8 1 s - 1 - 1 o �6r10 �/ I - -�- - Y �,\,� r L(;) I I 6 ro ro h I I I I 7 ti I j‘.\,.‘ � )1I 10(4°- I 10' 18.7' 102 18.0'110.2'4510.8' I 10.8' .. h0 L_J__L_I.,I_ I _.3jL�'-I - i� 6. I I I I " ory AO eb co. te C1. �1• y0 1' N^ 7) •SS rod k 0 'S) Ca- ,. N. N6. N I 1"=20' 0' 10' 20' 40' SCALE IN FEET k1/411-/ Syp RF DR/frF NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION=1900.00 www.oaconsulting. corn REVISIONS DESCRIPTION w r a REVISIONS W 0 g C 06 .1' F- Zw O ' V/O UM W I- w 0 W C9 z W 0 z a \W\ W 0 0 HASTINGS, NEBRASKA drawn by checked by. approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 36 of 47 2 cc0 0 0I O 0 O I O O £O 0 N• 0 IL 0 x N loco V o O• ce OIN CO a O W CO Q g a a aC (D o • o Cr 0) o cc o x N a CO N o '" o � N N 0 m 0 8. LL Q O 0 42+00 C'. 1c6 9\ 43+00 44+00 46+00 45+00 O O Nczr BACK I�• 7.> s tic Cl to + A% I I _ •h• I \h' I 1 0.419.6' I 10 tiA 9 19.3 186 19 I 1 _ -T L 0q �I yl GEOMETRIC CONTROL POINTS 1O P.I. 43+50.60 N(Y)= 11305.76 E(X)= 13483.24 A= 0'10'30" R= 19285.60 T= 50.00 L= 100.00 P.C. 43+00.60 N(Y)= 11257.78 E(X)= 13469.16 P.T. 44+00.60 N(Y)= 11353.81 E(X)= 13497.07 O 20.0' RADIUS RP= 46+28.50 - 34.00' LT PC= 46+28.50 - 14.00' LT PT= 46+48.46 - 33.76' LT _ers 1"=20' 0 P.I. 46+66.63 N(Y)= 11609.46 E(X)= 13570.68 A= 0'25'14.16" R= 16330.70 T= 100.00 L= 200.00 P.C. 45+66.63 N(Y)= 11513.36 E(X)= 13543.01 P.T. 47+66.63 N(Y)= 11705.21 E(X)= 13599.53 O 20.0' RADIUS RP= 47+04.35 - PC= 47+04.35 - PT= 46+84.39 - 0' 10' 20' 40' SCALE IN FEET 34.00' LT 14.00' LT 34.17' LT NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION=1900.00 e 8 co coU O I oCOn 00 ✓ ri mco CNI vv cv171 H LL O_ N 0) 0) N Docb CQ V (0 w ..Z N N y 03 N 2 REVISIONS DESCRIPTION w I- a 0 REVISIONS 07 H z W > W 0 W 0 0 CO 0 z O O N HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 37 of 47 0 NI N 0 0 0 m to O Eo 0 N 0 0 w o COx N cnto 30 0 O N LU 0 N v CO a' w o Co m as J V a_ CNI 0 - 0 30 � N I-1- LU O a_' CO • X 0 N m' O N O r- o N U tel 2- 0 a- n LL Q O 0 3 W V U 0 CD W > O 49+00 48+00 47+00 0R) 0 60-/_00 I', 7) 1t otc NORTH SHORE DRIVE 16 60 6 I I(6° -- � — I --i —d'-- GEOMETRI O 20.0' RP= PC= PT= C CONTROL RADIUS 47+04.35 47+04.35 46+84.39 O 20.0' RP= PC= PT= O 15.0' RP= PC= PT= RADIUS 49+97.60 50+03.11 50+12.26 RADIUS 50+40.04 50+31.42 50+47.12 POINTS - 34.00' LT - 14.00' LT - 34.17' LT - 44.16' LT - 25.33' LT - 50.12' LT - 85.38' LT - 78.19' LT - 74.89' LT O 20.0' RADIUS RP= 50+82.17 - 46.24' LT PC= 50+76.34 - 27.59' LT PT= 50+69.50 - 56.99' LT P.I. 50+58.89 N(Y)= 11985.05 E(X)= 13683.82 A= 6519'26.04" R= 155.34 T= 100.00 L= 177.70 P.C. 49+58.89 N(Y)= 11889.30 E(X)= 13654.98 P.T. 51+36.59 N(Y)= 11998.43 E(X)= 13782.92 Z� 1"=20' 0' 10' 20' 40' SCALE IN FEET NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVA11ON=1900.00 a C" tx L N. E 8 of C j N C 0 O I oco 00 MC) O (0 sr'Cr -ta J 0 m Co cS frj co � 65 Z N W n N N NS REVISIONS DESCRIPTION w r 0 REVISIONS W 0 c Z 0 \W 0 LL 0 co 2 ce 0 Z HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MOH RCK MMR SHEET 38 of 47 Cc Cc O Co1 N 0 (0 0 m FI O N O e0 o 0 N a wo N N T Co ✓ 0 W N 0 a) 0 C O CI- O O COCo CO0 za � C9 o 0 ci LL CO LU a: o ▪ e CV n N CO In o o y 0 0 2 0 CL U- 'o .96, 'O k00 1'\ 'O .ems o \v. 54+00 0 1tx I \ `O O' \ + 0 co 51 N. N. 0 C"co (to\t‘ccitt.86,(00 C.> 0 x Nx X� oRF �tib6`. <1. 4. X61\ 04)` 4)4) wry. x�` 5 6 Air1` 00 x SSx 00 O 'O • 'o GEOMETRIC CONTROL POINTS 20.0' RADIUS RP= 53+26.80 - 34.00' LT PC= 53+26.80 - 14.00' LT PT= 53+43.41 - 35.81' LT O 20.0' RADIUS RP= 53+88 - 34.00' LT PC= 53+88 - 14.00' LT PT= 53+71.98 - 27.19' LT 03 P.I. 53+89.47 N(Y)= 12032.28 E(X)= 14033.53 A= 74'32'2.76" R= 175.00 T= 134.03 L= 228.75 P.C. 52+55.45 N(Y)= 12014.34 E(X)= 13900.71 P.T. 54+84.20 N(Y)= 11908.72 E(X)= 14085.46 40 P.I. 56+09.24 N(Y)= 11793.45 E(X)= 14133.91 229'32.64" R= 2028.93 T= 50.00 L= 99.98 P.C. 55+59.24 N(Y)= 11839.55 E(X)= 14114.54 P.T. 56+59.22 N(Y)= 11746.46 E(X)= 14150.99 05 P.I. 200+00 = 53+64.25 N(Y)= 11995.53 E(X)= 14006.10 0 P.1. 201+44.57 N(Y)= 12136.28 E(X)= 14039.13 7( cod 'CV X O0 INsb 1t / N / N / / N / /N vik 1"=20' 0' 10' 20' 40' SCALE IN FEET NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION=1900.00 N Zw Q O 6 taO i.nN N JQ O te, 6 0 U) d �'o rna N •cs COW Do Z 03 g) N 0 N Z www.oaconsu Iti ng.com on 00 CD (0 0404 o J qll 8d REVISIONS DESCRIPTION W r 0 REVISIONS N-. (0 +' W r 00 < N 5" 0 �[J + N z o QO + v/ Y/ 0) W 2O + 0 En F- 07 I-- 0 0 ^Q ct0 I.L 0 '0 0 z O O N HASTINGS, NEBRASKA drown by checked by. approved by. QA/QC by project no.: 2006-0624 drawing no.: date: MDH RCK MMR 04.18.07 SHEET 39 of 47 2 0 0 (13I N O O 0 I- ✓ l N CO y CO Oo O N 0_ wa_ Wt- N 0) (C) � 0 0 0 O N W 0I CO a r 0 - co 0 a O Co 0 0) U. cc cc x Co 0 a aa N O 0 CO 0 N a OFi N O 10 o � NO U N 2 - S a_ ,i a 00 as GEOMETRIC CONTROL POINTS P.I. 57+32.50 N(Y)= 11677.58 E(X)= 14176.02 A= 326'37.68" R= 1529.81 T= 50.00 L= 99.96 P.C. 56+82.50 N(Y)= 11724.58 E(X)= 14158.94 P.T. 57+82.46 N(Y)= 11631.81 E(X)= 14196.14 614-0° P.I. 58+72.19 N(Y)= 11549.66 E(X)= 14232.23 A= 2121'50.04" R= 314.37 T= 60.00 L= 118.57 P.C. 58+12.19 N(Y)= 11604.59 E(X)= 14208.09 P.T. 59+30.77 N(Y)= 111507.47 E(X)= 14274.90 0 P.I. 61+44.55 N(Y)= 11357.17 E(X)= 14426.93 3129'26.88" R= 210.50 T= 60.00 L= 116.90 P.C. 60+84.55 N(Y)= 11399.36 E(X)= 14384.26 P.T. 62+01.45 N(Y)= 11298.83 E(X)= 14440.95 62+00 1"=20' 0' 10' 20' 40' SCALE IN FEET NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION =1900.00 e 0 U 0) C 3 0 0n V CO 00 Cel Cr; cv vv J ru. U) 0 a> d so CO 2° CW N Z 1n 3y Nm CO N REVISIONS DESCRIPTION W r a a REVISIONS W 0 go 0 N 05 c0 (n F- -C') O O O UN - W I--- 0 W H Z W • - • W O CD tY Q - a) • o Z < N CL 0 \W 0- - . Z 0H W O • -1 20N vJ I.i. 2 d H z HASTINGS, NEBRASKA drawn by. MDH checked by. RCK approved by. MMR QA/QC by. project no.: 2006-0624 drawing no.: dote: 04.18.07 SHEET 40 of 47 cc 0 0 Co 0 CO 0 m N N o O o 4 Q Lu D_ W I- `" x N Ii a N m a04 C9 o cr co 0 0 co• W tu cp O X CD N (0 o N O ... o r N O U N a n, a �w 0r 0 62+00 63+00 0 rho 4)t5 Kb' h• h 64+00 65+00 etc, ,cp0 1"=20' 0' 10' 20' 40' SCALE IN FEET NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION=1900.00 N ZW Q O3 ttin VIo 1a 0 U, 0 Co (7CDW C W N Z jrn GN O) I,- ." CO N REVISIONS DESCRIPTION w F— 0 REVISIONS 07 H Z • W O Q d d � m Ur O Z in Q N W d / O OL Z H w U W LU O-) =O w a H 0Z HASTINGS, NEBRASKA drawn by. checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 41 of 47 0 N O 0 0 m co 0 co C Y 0 a. 11 O X m 0 co m 3 0 v N O o w 111 Q v a_ N th 0< 0 CO • CL SN o_ 0 30 0 • a_• ' 0 0 • E N CO CO 0 �,- 0 N 00 N o U N a 0 O N a` a s.a • W O 0 GEOMETRIC CONTROL POINTS 1O P.I. 67+63.92 N(Y)= 10751.93 E(X)= 14572.34 A= 75'3'13.68" R= 360.00 T= 276.71 L= 471.829 P.C. 64+87.22 N(Y)= 11020.98 E(X)= 14507.70 P.T. 69+59.04 N(Y)= 10745.18 E(X)= 14848.97 O30.0' RADIUS RP= 69+55.20 - 44.00' LT PC= 69+55.20 - 14.00' LT PT= 69+85.67 - 43.88' LT O 40.0' RADIUS RP= 69+47.32 - 66.00' RT PC= 69+47.32 - 26.00' RT PT= 69+85.17 - 65.96' RT 68+00 O 50.0' RADIUS RP= 70+65.52 - 64.00' LT PC= 70+65.52 - 14.00' LT PT= 70+15.83 - 58.48' LT O 40.0' RADIUS RP= 70+55.11 - 78.00' RT PC= 70+55.11 - 38.00' RT PT= 70+15.11 - 77.82' RT O 75.0' RADIUS RP= 70+95.30 - 89.00' LT PC= 70+95.30 - 14.00' LT PT= 71+35.49 - 25.84' LT O50.0' RADIUS RP= 71+03.03 - 88.00' RT PC= 71+03.03 - 38.00' RT PT= 71+35.27 - 49.79' RT O P.I. 71+35.42 N(Y)= 10740.88 E(X)= 15025.29 OP.I. 68+63.66 - 26.76' RT. A= 18'20'59.06" R= 150.00 T= 24.23 L= 48.04 P.C. 68+43.53 - 21.31' RT. P.T. 68+86.23 - 26.00' RT. 69+00 Oco 0 -23 N 0 0c) 9 Off' O°' 0 \ \ \ � \ \ 7 - \' \ \' pro • suf \ h \ •"� g \ 8 \�' 0 �, \ X •y. a 1 6 \ %1.5\---. \ \ •�3 15 \ , rt - w\ \ A. g 9 \ 10 �' p<\ \ g, 00� 4) opt \ 07 •OS 0 o X62 61 0 Co tc ' R9 \ 0 STA. 67+70.93 - 14.00' RT. / / / / / / 0 Kok. 1"=20' 0' 10' 20' 40' SCALE IN FEET 0 NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION=1900.00 0 4) 0o 65 m co lc co w Z N cmN N N 2 REVISIONS DESCRIPTION I- a 0 REVISIONS I- 2 W 0 Z 0 0 Z W Q Cl - a) O to O O N O F- W a - HASTINGS, NEBRASKA drawn bs checked by approved by. QA/QC bs project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 42 of 47 0 m N h co O O 0 N O C I - Lu O CO,t; N O Co 3 0 '0 0 N 0 N W 0 UW) 04_ CV O 111 0 C Nm z 2,r- 0_ " aCD 0 o O N LIJ CO X U' min O N O id o N $ O U N 2 W 5 n. a „_a w 00 GEOMETRIC CONTROL POINTS O 100+00 = 40+97.18 N(Y)= 11081.04 E(X)= 13380.99 0 20.0' RADIUS RP= 100+14.47 — 34.00' RT PC= 100+14.47 — 14.00' RT PT= 100+00.74 — 19.46' RT O 20.0' RADIUS RP= 100+57.22 — 33.99' LT PC= 100+57.29 — 14.00' LT PT= 100+38.16 — 40.08' LT O P.I. 101+07.90 N(Y)= 11045.81 E(X)= 113482.96 A= 3'3'37.44" R= 1847.13 T= 50.00 L= 99.98 P.C. 100+57.90 N(Y)= 11062.13 E(X)= 13435.70 P.T. 101+57.87 N(Y)= 11026.95 E(X)= 13529.27 1"=20' 0' 10' 20' 40' SCALE IN FEET NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION=1900.00 www.oaconsu Iting.com O n 00 MM v, v" CV J F LL REVISIONS DESCRIPTION w 0 REVISIONS 07 C o 06 M (0o H Z 00 (0 0 U r H W U) 0 0 U) H Z W W 0 2 Z 1\2 C W 0 2 0 z rn O i U) 0 O N ^^1 LL O U W LL HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 43 of 47 0 of N y o E 0 710 a w0 `" x N m 0 ,..Co - 0 0 w`" CD Wi� i< co cco d o o Q Nm za 54 o_ <NI -COoo 0 0 Cr® (o CO ILI o • X 0 co co 0 N CO In o o N O U 2 - 'S o_ `o 11: a \C ✓ XO 0 x0 O 105+00 106+00 4 C NORTH SHORE DRIVE • CO • GEOMETRIC CONTROL POINTS 0 P.I. 103+46.37 N(Y)= 10955.85 E(X)= 13703.84 A= 11925'12" R= 50.00 T= 86.09 L= 104.46 P.C. 102+60.28 N(Y)= 10988.32 E(X)= 13624.11 P.T. 103+64.74 N(Y)= 11041.19 E(X)= 13692.54 ZO P.I. 104+09.80 N(Y)= 11085.86 E(X)= 13686.62 6= 2323'37.68" R= 215.10 T= 45.06 L= 88.83 P.C. 103+64.75 N(Y)= 11041.19 E(X)= 13692.54 P.T. 104+53.57 N(Y)= 11124.40 E(X)= 13663.28 x 05 Cb A 04D O 20.0' RADIUS RP= 106+79.80 - 34.00' LT PC= 106+79.80 - 14.00' LT PT= 106+94.52 - 47.54' LT O 30.0' RADIUS RP= 107+38.16 - 44.00' RT PC= 107+38.16 - 14.00' RT PT= 107+60.20 - 23.64' RT 0 P.I. 107+57.42 = 44+32.30 N(Y)= 11384.27 E(X)= 13505.85 1"=20' 0' 10' 20' 40' SCALE IN FEET V 0 NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM ELEVATION=1900.00 www.oaconsulling.com ot o (00 vv J F -LL 0) 3 co C1 N E, � O (o W 0 (0 W N Z m D) _ H C n N N REVISIONS DESCRIPTION I- Q 0 Wo z z 0 w H Z > w O w Q 0) 0 Z LO Q N d a w a. 20 0 Z w 0 w • w O 7 0 fns' 0 z O O N HASTINGS, NEBRASKA drawn by. MDH checked by. RCK approved by. MMR QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 SHEET 44 of 47 2 0 (01 co0 0 m N y 0 0 N O wo w 0 {u- CCN I x co a_ o til oQ �m ga Cl - c73) 0 0 C" lNL 0 • X c9 E o cr' o N N U 2 8. LL Q 00 TRAFFIC NOTES: 1. THE LOCATION OF LOOP DETECTORS IS APPROXIMATE AND MAY BE FIELD ADJUSTED TO MINIMIZE EXPANSION JOINT CROSSINGS, MANHOLES, PAVEMENT CRACKS, ETC. ALL SUCH FIELD ADJUSTMENTS MUST FIRST BE APPROVED BY THE ENGINEER. LOOPS SHALL BE CENTERED IN THEIR LANE AND THE SPACING BETWEEN LOOPS SHALL BE APPROXIMATELY 10 FEET. PREFORMED LOOPS SHALL BE PLACED IN THE SUBGRADE 3 INCHES BELOW THE BOTTOM OF THE SLAB. SAW CUT LOOPS ARE NOT AN ACCEPTABLE SUBSTITUTE FOR PREFORMED LOOPS. 2. LINEAR MEASUREMENTS ARE TAKEN BETWEEN POLE BASE AND PULL BOX CENTERS AND DO NOT INCLUDE ALLOWANCES FOR MAST ARM LENGTHS, VERTICAL RISES OR SPLICES. 3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 4. TRAFFIC SIGNAL ITEM INSTALLATION SHALL BE IN ACCORDANCE WITH NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. ALL TRAFFIC SIGNAL ITEMS SHALL BE IN ACCORDANCE WITH THE NDOR APPROVED PRODUCTS LISTING. 5. TRAFFIC SIGNAL CABLE AND DETECTOR LEAD-IN CABLE SHALL NOT BE BROKEN AND SPLICED BETWEEN THE CONTROLLER CABINET AND THE CABLES FINAL DESTINATION WITHOUT THE APPROVAL OF THE NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION. APPROVED SPLICES SHALL ONLY BE MADE IN CABINETS, PULL BOXES, JUNCTION BOXES, POLE BASES, AND SIGNAL HEADS. SPLICES WILL NOT BE ALLOWED IN EARTH, CONDUIT, OR EXPOSED AERIALLY. CONDUCTORS TO BE SPLICED SHALL BE TWISTED TOGETHER TO FORM A MECHANICALLY AND ELECTRICALLY SECURE CONNECTION, SECURED WITH WIRE NUT OR SOLDER, AND WATERPROOFED. THE WATERPROOFING SHALL EXTEND A MINIMUM OF 1 INCH OVER THE CONDUCTOR INSULATION. SPLICES IN CABINETS SHALL NOT BE WATERPROOFED. WATERPROOFING SHALL BE ACCOMPLISHED WITH ONE OF THE FOLLOWING METHODS: (A) SELF VULCANIZING RUBBER ELECTRICAL TAPE WRAPPED THROUGH THE CROTCH OF THE SPLICE THEN HALF -LAPPED OVER THE ENTIRE SPLICE. COVER THE RUBBER TAPE WITH A HALF -LAPPED LAYER OF ELECTRICAL TAPE. (B) 3M DBY-6 OR DBR-6 DIRECT BURY SPLICE KITS. FINISHED SPLICES SHALL BE POSITIONED UPRIGHT AND SHALL NOT BE LEFT LAYING IN THE BOTTOM OF PULL BOXES, POLE BASES, OR CABINETS. THE SPLICE SHALL BE WITHIN 6 INCHES OF PULL BOX LIDS AND ABOVE HAND HOLES IN POLES. END OF SPARE CONDUCTORS SHALL BE SEALED WITH FLEXIBLE ELECTRICAL COATING COMPOUND. 6. THE WORK ASSOCIATED WITH PULLING THE EXISTING WIRES THROUGH THE EXISTING CONDUIT SHALL BE CONSIDERED SUBSIDIARY. 7. REMOVAL AND ABANDONMENT OF EXISTING CONDUIT AND WIRES SHALL BE CONSIDERED SUBSIDIARY. 8. RESET LIGHT POLE SHALL BE WIRED INTO SAME CIRCUIT AS CURRENT POLE. CIRCUIT LOCATION SHALL BE FIELD VERIFIED AND APPROVED BY ENGINEER AT TIME OF REMOVAL. CARE SHALL BE TAKEN TO PROTECT ALL EXISTING LIGHTS AND SIGNAL APPURTANCES. 6%0 0 1"=20' 0' 10' 20' 40' SCALE IN FEET BACK • BACK 30' 0 TRAFFIC SIGNAL QUANTITIES QUANTITY ITEM REMARKS 1 EA. 2 EA. 1 EA. 4 EA. 4 EA. 41 FT. 536 FT. 100 FT. 200 FT. CABLE DESIGNATIONS C IS CONDUCTOR (I.E. 2/C) CG IS CIRCUIT GROUND DL IS DETECTOR LEAD-IN CABLE SL IS STREET LIGHT oy F 69+00 PULL BOX, TYPE PB -1 REMOVE PULL BOX REMOVE AND RESET STREET LIGHT VEHICLE DETECTOR, TYPE A PREFORMED VEHICLE DETECTOR, TYPE B PREFORMED 2 IN. CONDUIT IN TRENCH 2/C #14 AWG, DETECTOR LEAD -IN -CABLE #6 GROUNDING CONDUCTOR #6 STREET LIGHTING CABLE 71+00 REMOVE EXISTING FOUNDATION AND INSTALL NEW FOUNDATION 6 FT. X 6 FT., WITH 3 TURNS, IMSA 51-5 PREFORMED IN SUBBASE BELOW NEW PAVEMENT 6 FT. X 10 FT., WITH 3 TURNS, ISMA 51-5 PREFORMED IN SUBBASE BELOW NEW PAVEMENT SCHEDULE 40 PVC IMSA 50-2 I/C #6 BARE COPPER I/C #6 AWG COPPER USE EXISTING TRAFFIC SIGNAL CONTROLLER AT NORTH SHORE DRIVE AND U.S. HWY 281 0. 2 -REMOVE EXISTING 2/C DL 2 -INSTALL 2/C DL IN EXISTING CONDUIT 1 Sw " EXISTING LIGHT POLE 2 -REMOVE EXISTING 2/C DL 2 -INSTALL 2/C DL IN EXISTING CONDUIT OVE PULL BOX 2 -REMOVE EXISTING 2/C DL 2 -INSTALL 2/C DL IN EXISTING CONDUIT STA. 71+10 - 46.00 RT. REMOVE AND RESET LIGHT POLE 200' -INSTALL SL 100' -INSTALL CG 2 -REMOVE EXISTING 2/C DL 2 -INSTALL 2/C DL IN EXISTING CONDUIT 2 -REMOVE EXISTING 2/C DL 2 -INSTALL 2/C DL IN EXISTING CONDUIT „ry i N/ BACK BACK I- LLI 1st Cn Z CC p w in >N (i) 1.1 O 0 STA. 71+15.30 - 44.70 RT. 1 EA. PULL BOX, TYPE PB -1, PLACED ON EXISTING CONDUIT 4 EA. VEHICLE DETECTOR, TYPE A PREFORMED 4 EA. VEHICLE DETECTOR, TYPE B PREFORMED 2 -INSTALL 2/C DL www.oaconsulting.com 0N- 00 rei vv as J I -w 0 d CO tr 0 tw (.4w N N r N 011 N 2 REVISIONS DESCRIPTION Lu a 0 REVISIONS J Z 0 (5 Z o tL o - LL H z W 0 0 z W 0 0 2 0 z N - O O N HASTINGS, NEBRASKA drown by. MDH checked by. RCK approved by. MMR QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 SHEET 45 of 47 CC CC 0 0i N 0 0 0 00 N co y co 0 0 N 0 CC 0 wF . CON CD 0 CO mcs LI- N iLu ia co 0- o w o Q za a<0 0 0 0 W CD 0X 0 Cr"Cr I E enrn o•. CD CD R o ti N O U N CD f N LL Q w i;� 00 BOLT CIRCLE 15" 1" DIA. ANCHOR BOLTS w/ 23/4" PROJECTION BELL END FINISHED GRADE ✓ STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A B STEEL CONCRETE UP TO 30' 2'-0" 5'-0" 50 lb. 0.58 CU. YDS. 31' TO 40' 2'-0" 5'-6" 55 lb. 0.64 CU. YDS. 41' TO 50' 2'-6" 6'-0" 63 lb. 1.10 CU. YDS. 1" CAMPER CONCRETE CLASS "47B-3000" REINFORCING STEEL: GRADE 60 ANCHOR BOLTS: 1" DIA. (AASHTO M314, GR.55) HEAVY HEX GALVANIZED NUTS: (AASHTO M291, GR A) FLAT WASHERS GALVANIZED: (AASHTO M293) z 4 N ATTACH GROUNDING CONDUCTOR TO GROUNDING LUG IN POLE OR TRANSFORMER BASE �Z CONDUIT FOR GROUND CONDUCTOR GROUND ROD %"X 10'-0" MIN. COPPER CLAD ONE PIECE 2'-0" 3" MIN. ap- M CONDUIT FOR FEEDER CABLE 6-N0.6 BARS 4-N0.4 BARS 0 z 2 M NDOR STREET LIGHT CONCRETE FOUNDATION DETAIL NOT TO SCALE SPLICE TO 2/C LEAD-IN CABLE (IMSA 50-2) -1-17-1 I 1III- LOOP WIRE PREFORMED LOOP TWISTED 3 TURNS/FT 3/4" CONDUIT VEHICLE DETECTOR, TYPE *PREFORMED NOT TO SCALE 1" TO 2" GALV. 8" MIN. 4 0 N) ANCHOR BOLT DETAIL NOTES 1. BACKFILLING SHALL BE DONE IN ACCORDANCE WITH THE NEBRASKA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 2. SPLICES. A. SPLICES TO THE DETECTOR LEAD-IN CABLE SHALL BE MADE WITH 3M "DBY" DIRECT BURY SPLICE KIT, 3M MODEL NO. 314 SPLICE KIT, BUCHANAN BCAP MODEL NO. BT52, OR OTHER MECHANICAL CONNECTORS APPROVED BY THE NEBRASKA DEPARTMENT OF ROADS TRAFFIC SIGNAL ENGINEER. NO SPLICES SHALL BE MADE IN THE DETECTOR LEAD-IN CABLE. B. DETECTORS ARE NUMBERED ON THE TRAFFIC SIGNAL PLAN. COMMON NUMBERED DETECTORS SHALL BE CONNECTED IN SERIES. 3. PREFORMED LOOPS SHALL BE USED WHEN NEW PAVEMENT IS POURED, SAW CUT LOOPS ARE NOT AN ACCEPTABLE ALTERNATE TO PREFORMED LOOPS. 4. TD -5 & PREFORMED LOOPS. A. LOOP SIZE AND LOCATION SHALL BE AS SHOWN IN THE PLANS. B. THE NUMBER OF TURNS OF WIRE SHALL BE AS INDICATED IN THE PLANS OF THE SPECIFIC INSTALLATION OR AS OTHERWISE SPECIFIED BY THE EQUIPMENT MANUFACTURER SUPPLYING THE LOOP DETECTOR AMPLIFIERS AND APPROVED BY THE TRAFFIC ENGINEERING DIVISION. ALL LOOP WIRE IN ADJACENT LOOPS SHALL BE LAID EITHER IN A CLOCKWISE OR COUNTER- CLOCKWISE DIRECTION AND THE LEADS TAGGED AT THE TIME OF INSTALLATION TO CLEARLY IDENTIFY THEIR DIRECTION. C. LOOP WIRE SHALL BE CONTINUOUS (NO SPLICES PERMITTED) FROM THE PULL BOX OR FOUNDATION THROUGHOUT THE LOOP CONFIGURATION. D. ELECTRICAL CONTINUITY TESTS SHALL BE PERFORMED FOR EACH LOOP. a. SERIES RESISTANCE OF LOOP SHALL BE LESS THAN 5 OHMS AND SHALL BE STEADY. b. INDUCTANCE OF THE FINISHED LOOP SHALL BE BETWEEN 100-850 MICROHENRIES. c. FINISHED LOOP MUST SHOW NO SHORTED TURNS, NO BROKEN WIRE AND 10 MEGOHMS (MINIMUM) RESISTANCE TO GROUND, MEASURED WITH A QUALITY MEGOHM METER. E. LOOP WIRE SHALL BE IMSA 51-5. { 6' 10' 6' TYPE A DETECTOR LAYOUT NOT TO SCALE 10' 10' 10' TYPE B DETECTOR LAYOUT NOT TO SCALE www.oaconsulting.com onr coN- o (cei 0 ri mco ✓ v, oi 0• 0 w 1 - REVISIONS DESCRIPTION La 0 Let' Z 0 W I– W 0 fY a. 0 W fY W 0 07 0 2 fY z W Q 0 rn O 1 O aO N ^1 0 0 I- W 0 fY I HASTINGS, NEBRASKA drawn by checked by approved by. QA/QC by project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 46 of 47 0 CCOO CO CO 0 m co 0o 0 'J 0 Ct w cn 9 O d (/)co a coo - O o CO & m ga 0_ is; (7 0 O 0 'v LL o X N CO O N o°° ti (00 U N N a a LL Q O 0 0 0 68x oo O 0 PAVEMENT MARKING QUANTITIES LINE TYPE/SYMBOL QTY 4" SOLID YELLOW PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED 820 LF. 8" SOLID YELLOW PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED 27 LF. 4" SOLID WHITE PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED 538 LF. 12" SOLID WHITE PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED 90 LF. ARROW (LEFT TURN) PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED 2 EA. ARROW (RIGHT TURN) PREFORMED PLASTIC PAVEMENT MARKING, TYPE 3 GROOVED 1 EA. NOTE: ALL OFFSETS AND DIMENSIONS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. a R.O.W. • 1"=20' 0' 10' 20' SCALE IN FEET 40' 69+0� 12" SOLID ITE (STOP BAR) DOUBLE 4" SOLID YELLOW (PAINTED BY CITY) DOUBLE 4" SOLID YELLOW 71+00 DOUBLE 4" SOLID YELLOW 67+70.93 0.00' LT/RT R.O.W. DOUBLE 4" SOLID YELLOW 8" SOLID YELLOW 2.67 4" SOLID WHITE (36 N >- SOLID WHITE (STOP BAR) 6'9+08.99 00.00' RT/LT — 68+70.39 11.88' RT a 4" SOLID WHITE 12" SOLID WHITE (STOP BAR) DOUBLE 4" SOLID YELLOW (PAINTED BY CITY) BACK • BACK 4" SOLID WHITE a. \ www.oaconsulting.com REVISIONS DESCRIPTION w r 0 REVISIONS PAVEMENT MARKINGS H Z w > w • Q a• s —a) Vr O z Lo � O O < N d O w > . • z I wv • w O z N- 0 O N HASTINGS, NEBRASKA drawn by checked by. approved by. QA/QC by. project no.: 2006-0624 drawing no.: date: 04.18.07 MDH RCK MMR SHEET 47 of 47 199+00 200+00 201 +00 202+00 NOTE: Contractor to place a wooden 2" x 4" x 12' at the end of each sanitary sewer service which is to extend above the ground after compacting and final grading is completed. 199+00 200+00 201 201 +00 1 i I. i i , I 1 1 ' , ; , ; I. I ; ' r 1 1 , l 1 1 I 1 , 1 1 , t l , 1 1 1 ; 1 1 , 1 f . I } , 1 1915 : 1 I I 1 .1 J 1 F. ; } I ; 1 , 1 I , ; I 1 I t , I 1 1 1 l ! I 1 1 1 } j �� I' , 1 ; ; ; i -- ' “i 1910 1 I J I 1 II 1 1 1 1 ; On ; f I 1 I I 1 I ; ; I ; I r ; J 1 �b 1 7 1 } I ; ; I I I ; � ; I ; I1 ' ,; ; 1 1 , f f �1 I I 1 I 1 ' i 1 ; ; 1 // ' ; 1 I II f 1 1 1 1 f 1 // 1 , 1 1 1905 I ; ; ; ; ; i%i 1 T 4 1 1 r ! 1 1 1 / 0 1 11 1 1 f 1 1 ' , 1 1 1 I ' 1 , f 1 1 1 1 f I /� 1 ! I ' 1 1 I 1 1 1 t 1 s , 1 1 I , 1 ; ; i ; i ; ; ; ; ; I. I I I r I I I I I 4 I 122'LF 84PVCSANflARY SEWER'MAIN @'0:30%••.. 1 1900/i.-�ai�i..i��i.��isseisss�iss�iisei�i�i/rr�iiaiiio��iii��i�i��i��r����:: sir!, , 4 Y f Y Y Y 1 1 1 I 1 I I I 1 f 1 I } i I 1 I ; ; ; 1 1 I ; ; i l i 1 ; } I I I Y 1 i 1 1 I 1 I ) I1 ; ., I I + f ; 1 1 I • I 1 1 1 ►..• 1 1 I ; 1 1 I ; 1 1 I 1 ' I 1 1 I I / „ I 1 1895 ° 1 ; ; ; ; 1 1 } 1 1 I 1 f f, 4 1 4 1 4 4 A 4 '„ I I ' ' r' J I 1 1 1 I�i 1 ' 1 1 W ; L.O. f ; 1 ; ; ; ; 0.1,�� i I 1 I o' 1 L 1 , 1 1 1 L�IrI 1 1 I 1 , I 1 ' r y t L. i ; ; ; ' ; CI m '6r , 1 I Y 1 1 I 1 1 L t(fla% J t, L II J 1.. L J L �,� 1 1 I 1 O /J} • O a J ' ; 1..+.r.N i ; i 1 W 1 ; N1Y�liC,, { I ; r II I } ; i I I , ; coil ' it I i I <t I D I 1 1 ; ; I I I t ta. ; • I i ; ; ' ; 0.1 m ; I I 1 1 1 I I Q;% '%• 4 1 I ! 1 I 1 1 I 1 N.I�..e , 1 ' 'r T i i r r t1{,�Ir tThor 1 1 I 1 1 I I 1 1 ci/3�;J.:u...Js/y , 1 1 I i 1 1 ; Y ' 11 II 11 f 1 I 11 I 1 I. ; i ; ; ; ; i I I r , I I I I ; f ; ! 1 t 1 J I 1 t ; } 1 1 1 1 y r r ti ti r r i , i i I ' { ; , I , ; I I 1 1 } 1 I ; ; I 1 I 1 I I I ; 1 , } i i i i ; ; I ; ; ; . I I I I 1 I ;4 1 } 1 1 I I 1 1 I. I ; } ' Y I. I 1 I y I J I. I 1 i Y 1 1 1 Proposed Skeet•Grade NORTH Scale: 1" = 20' (Reduced Scale: 1" = 30) a 20' 40' 60' 202+00 SEWER MAIN QUANTITIES 8" PVC Sanitary Sewer Main 125.00 Lin. Ft. 8' PVC Plug 1 Each 5' - 48" Dia. Manhole, Complete 2 Each Additional 48" Dia. Manhole Barrel 12.14 Vert. Ft. Remove 48" Dia. Manhole 1 Each 4" PVC Clean-out assembly 0 Each 4" PVC Service Line 37.00 Lin. Ft. Concrete Curb Replacement 000.00 Lin. Ft. Seeding 000.00 Sq. Ft. Sod 000.00 Sq. Ft. SEWER SERVICE QUANTITIES 8" x 4' PVC Tee 1 Each 4' PVC 45° Street Ell 1 Each 4' PVC 45° Bend 0 Each 4" PVC Push -In Plug 0 Each 4" PVC Glue -On Plug 1 Each 4" PVC Clean-out assembly 0 Each 4" PVC Service Line 37.00 Lin. Ft. Concrete Curb Replacement 000.00 Lin. Ft. Seeding 000.00 Sq. Ft. Sod 000.00 Sq. Ft. PAVING QUANTITIES Asphalt Street Removal 000.00 Sq. Yd. Asphalt Street Replacement 000.00 Sq. Yd. Concrete Street Removal 000.00 Sq. Yd. Concrete Street Replacement 000.00 Sq. Yd. Conc/Asph. Street Removal 000.00 Sq. Yd. Conc/Asph. Street Replacement 000.00 Sq. Yd. Concrete Curb Removal 000.00 Lin. Ft. Concrete Curb Replacement 000.00 Lin. Ft. Seeding 000.00 Sq. Ft. Sod 000.00 Sq. Ft. SIDEWALK & DRIVE QUANTITIES 4' Sidewalk Removal 000.00 Sq. Ft. 5" Sidewalk Replacement 000.00 Sq. Ft. 6' Concrete Drive Removal 000.00 Sq. Yd. 6" Concrete Drive Replacment 000.00 Sq. Yd. 6" Asphalt Drive Removal 000.00 Sq. Yd. 6' Asphalt Drive Replacment 000.00 Sq. Yd. Saw Cut 000.00 Lin. Ft. Seeding 000.00 Sq. Ft. Sod 000.00 Sq. Ft. I i i ; ; 1 ' ' ' I 1 1 i ' , 1 1 1 r 1 t ' I ; i t I I I ; y ; ; ✓ ' jjj I 1 l l 1 1 1 1 t 1 , -� ; , I I 1 I 1 1 1 , , , I 1 1 e 4 J J 1 t r J ; i } 1 I 1 -'1 t r I r 1 1-- C i 1'�--! 1 1 t I. r ; i i 1 } e I+r � i i fsbng.Gra We I i i I ; 1 i .�. f 1 1 , I ; ; 1 1 1 1 1 } existing Grade i I I 1 1 1 ; o24., ; ; N t. ; , ; i ; i.... 1 1 ; r ' 1 , 1 tan_ 1 ., 1_ L_ a i i 1 14 a F.kit 1 1 I ; 1 1 I 1 1 l A I l I ; 1 1 1 1 ; I ; 1 ' I I ; f. 1 ; ; i j I y 1 ; ! e,, .ii• 1 Nr r- I -'Y"•' w4� .. I . .-.wJ w•� l'. _____-..____l J l I I 1 ; 1 ; I �I J. , I 1 , ; i I ; I 1 1 , q{------ )11 I 1 1 i 1 ; ; ; ; 1 1 1 1 1 ; 1- ; r r , , ; ; I I i 1 I ; ; 1 1 I I I , 1 I I , I 1 r I , I I ; I I I 1 I I l 1 1 I I I I Y I i II I 1 I I I 1 I ; , I ! 4 1 I I ; I I 1 I 1 a I r ; 116.' :: 1 P,rt},i�Os'ed S.tre0t ; I Proposed Fiitiir • Grade ; ` t • a . Co L•� 0 r. N 1..u) 'istba:G aije No. Revision By Date ORO App Bench Mark Information Elev. t , 9FE3�. t•. Q� i 1W.." �. c`c• M[•ARTYR. •�?. yam; St NU. - ° • 1 . .rl,w 1915 l I 1 I I I 1 ; 1 I I 1 I 1 1 I Y •I 1 1 I I II I } I , , 1 4 1 1 I I 1 1 4 .1 4 I I T r T l Y r 1 1 , ' 1 I I Ir I I J 1 Io 1 1 l I I I I I 1 1 I I f j A 1 1 I r 1 1 1 I 1 II I 1 1 I I I I , 1 I 1 I 1 I 1 1 1 I , I I 1 I I 1 ; I ; ; I y I If II 4 I I 1 I ; ; I I ; I 4 1 ; I I , , I 1 1 1 1 f 1 J 1 I 1 I 1 I 1 1 1 ; I t ...� Y 1 i 1 I I S ; I 1 1 I ; I f 1. - , 1 it t Ve$tic t:Scare:, t" - 5 > }1 I 1895 I I 1 1 I I I I I 1 Mfl rzontal 'Sea . 1^ _' 20' ; �• : J I i 1 I , 1 I f f a h I. .1 .i I 1 1 i i i -;- I I ; ; ' 1 ; I I I L{... } I ' f I , , I , 1 t 1 I , 1 1 PIPr• r , ; t.hY l " 1 1 I f I I 1 1 I I I. ; 'STARTED: I GOMPL rED: ; 1 1 1 1 1 I I I 1 1 1 1 1 1 ; , , t , I I 1 1 I 1 I LL ; ;4 I ' f 1 J I 1 1 1 I I 1 1 Y re YI I COIN -TRACT I X __--;.� O ___3 yy .1. e I I- I I1 ; .I I ; ; I ; ; i 1 : 1 ,. .r.... tiJ' i , I I I , I I J I I f NIO } . O.y.,....,,.. Ot.� I i I ; I I I ; i 1 1 ; .�f tV�� -I .0 1 I I 1 l I I I; i I I IP � I '{i I I i I I I I I I I I_ I Ile.• + t•_p .II..'.... 0 T I t I I ' t I I 'I r ti11J I 1 ; ; 1 i I OJ ;.O .,1., 1�.....t fl;. I I I ; ; 1 1 I I I I I 1 1 I .�.11i.. rt I L- I 1 1 I I I I I I I I 1 1 N N V ,f Q I i 1 I I I f ; I I I 1 ;_ .... {il..p}... N Aa1t V 1 1 I 1r T I 1 r r 1 1 I NI ;'v/I�'it 16• 1 , 1 1 1 I C I , 1 I 1 v' 1 � I 1 , 1 ; 1 yYj{ IjI I , , I ; 1 t 1 1 1 I I VI YYrrI1 MM•Te 1 f f 1 I I I I f I , 1 ;I I I t I. J 5 1 ; 1 1 I I L 1 I 1 I I I I 1 I I 1 I I T 1 I I I I. I J I I I I 1 f I 1 I 1 1 1 , I , I 1 1 , I I f , , , I I I Y $ ; ; 1 I ' i I I 1 t 1 J I , , 1 I 1 I, 1 I• I 1 1 1 1 I 'Y r Y I 9 i J 1 1 I 1 1 -1- r I J 1 1 1 1 } 1 I I I 1 1 1 I I I I I 1 I 1 t I I 1 o I I , I I f , , , 1 , I Y 1 •I I I I I I I I 1 1 4 I 1 I I I I I I II I I I I I i 1 I 1 I I' I J III I 1 I I ; I J I I 1 I I I I I I I 1 I I I 1 I I I I F I I I I I I ; ; i I I 1 1 I I ; I 1 1 1 ; I I I 1 I I 1 1 } 1 ; I I 1 ; ; I I ; I I I f f 1 1 1 f• I' 1 1 } 1 t I 1 1 1 (1L, ppng1 itlerI If .I j Director at.EOgitle9li^g „ I • 1905 I , 1900 199+00 ; I 200+00 HASTINGS UTILITIES New 8" PVC sanitary sewer main to serve Outrigger Avenue from North Shore Dr. north 150'. Ds" M. Stange Supt Hemberger Ckdf l D""' S. Struss W.O. No. ckd 723 Date 04/17/07 Retrnt No. App No. S1 201 +00 202+00 Sewer Ductile iron pipe shall be installed Sewer 4" PVC Coupling _ � w/screw-in plug Undisturbed earth r NOTE: I I I -I I I-� I I - I r tile ° �yp- so ten feet : that no joint occurs from water less than main center lineii- -- tile \\" '\� Mechanical compacted backfill ie. sheepfoot roller. Tr -iii •I I I I I t Fittings used in making up a clean-out are to be glue -type I 'III I I I I I 4" PVC length depends i—i 1 III \��"� 1,<, \�\�\\\�\\\\\� i\\ \\�\\��\yam �\ 1-_ - 1' above top of pipe 1=I I I ' - / on depth of the service �-) I •\\G\�\�\\ I Bench trench to set trench box _ \\i�iL- • �\ �\\\\����,��\\\mac _ ` I I off\\\%�\\�\\* I- Granular -_ 2'-0" min. 60m) (a"\\\�i�\�a\ r backfill 4 PVC Bend 12" (.3m) III ':° := :•,` ` ' I= Concrete collar Concrete collar Water ISI .. 4" PVC Wye III-• III > —III=_ NOTE: Centerone20' length gth joints in the water main main of water main so occur not 1 NOTE: -III • :; — III—� ns ctioninsur I Construction methoder shall insure allvoidsns / 4" PVC Service are backfilled after removal of trench box. - _ fah than 10' from the sewer crossing When water and sanitary sewer mains parallel each other, there must be a minimum 10'-0° (3.048m) separation from face to face. SEWER CROSSING OVER WATER MAIN DETAIL II�I IIIIIIIIIIIII IIII= -III III III TYPE III BEDDING -PVC & VCP SEWER t '- SAN. SEWER SERVICE CLEAN-OUT Center one 20' length joints in the water main than 10' from the sewer Water of water main so occur not less crossing 4" line laid main service at a / 1 /8""per ft. and max. 1 /44" per ft. slope a�C'.00 •Concrete Undisturbed earthminimum . .\����,�� , Mechanical compacted backfill - ie. sheepfoot roller. p l�� Concrete collar r e 1'-6° (.46m) collar min. red A — — — - - S �� II \\�\\.<(\,--...,-\);\.%\:-,0,\\\ \'I- X040 e -- — — — — — — — I \\\\\�!\�\o I E 0 c ,0ce c I ° 4° 45° Bend or Street Ell, I=II1.-S IIS �\%\ ;�\\\\ ,r;,\,\I ��\��\�\\'\' = —_ Bench trench to set trench box t It., 1 L__l^_ Sewer Ductile iron pipe shall be installed less J ( I Sewer I—I III I ��\�� \�\\\%\�\\\ \�\\moi\ \\%\\�\�°-I �\ \\�\\ iy�i l I ( Granular backfill !� 4/0---\ depending on depth of service _ -\\�\i\\ I—I I \,\\%�,-\\` I I III\ I I ( _ l �!\ I NOTE: I \ �\�\�\�' \ \\ I I tile NOTE: so that no joint occurs than feet from water main center line NOTE: tile II II- • , I I—ten _ NOTE: 'WI• I—I I I Type of bedding foe sanitary sewer 8"x 4" Tee -III •: rConstruction (-I I— method shall insure all voids are backfilled after removal of trench box. ed - services to be the same type bed - ding as used for sanitary sewer main. SANITARY SEWER SERVICE DETAIL I—I I (- > > • III -I I 111=111 III z:'• (-III= -III-- - I I -III- I I -III -I I I -I I I -I I TYPE IV BEDDING -DIP SEWER MAIN When more that 18" (.46m) clearance When water and sanitary sewer mains parallel exists, ductile iron pipe is not required. each other, there must be a minimum of 10'-0" (3.048m) separation from face to face. SEWER CROSSING UNDER WATER MAIN DETAIL NOTE: 4 . ; e< • a. ' .. . ' '4��',, • Inlet Precast section will and will (12mmm) 2-0"5C be will be 5 sections must be made in such a manner that each joins together in a normal manner, otherwise section rejected as unsatisfactory. The contractor will be liable provide a section which is satisfactory. No sections used where void spots exist. 4 .• ■ channel ,,formed in base d ° d (.60m) _ .e ^d ° e(12mm) • e: °�e ie a: 4 e•°/ : _ I/ /' -12.-111-1,j--71-3 —I 1 1 44(101mm) 8" max (203mm) \ 16° max. adj. (0.46m) • .. - e I. ,• :.••.. a. • ,° 36" (.91m) • % 5° min. • ae e: SECTION B -B I j ./orrequal M.H. steps - Clow F-3650\ /% Q(f ,e er�a�`1 l �( 7 /,�,�'�' �6 </ 0 B B 1 \ \ vanes (.40m, .80m, 1.20m) \�� 16"(.40m) 48"at \ Joint sealingmastic is required eq all joint arena. Material to be _ _ M.H. steps - Clow F-3650 % I /,,,,,,,,,,,,;,,,,,,,,, or equal :;• / ° ° r! '"d• � dir i Build masonry dam if directed by Engineer \ . " . °' 'be °• !' a ; ° a as req'd (1.20m) \ approved by Hastings Utilities ••`,,,,,, s,,,,, _,c:& QR „ Q e /O,p4.. Director of Engineering Pz MARTY A. ." •ST,t��GE s • em' e � :steak E 61 '1 :�: i% itte t y/77 /zoo, 48. \ . <. :• • a (1.20m) , • : d : var 16 , 32", 48° / •° • •Cit e' •. ed ... /'• a. �%� y 9' [� Engineer j� . 7 Note: metric conversion in parenthesis \� Backfill ticoe in a '°... (.4 m, .Sm , 1.2 m) Backfill on toe in with mastic �� /lam , Ty..• ,H tiE y Engineer Standard Plan Drawing No. 1 �`� a '' Typical stub r a a, •a.:� .•••- , , < . 4 ° . :illit......._ : ° as required by pipe size ' . /:d. . a ° ' d .. ': a ':, ° d ° p'• ' •= 4 " ; •� . •: 4 "„ ' as required by grade HASTINGS Water Main and v,d. ° °` - - 3" min. (76mm) STANDARD - as req'd by grade DROP MANHOLE DETAIL UTILITIES Sewer Main Details < ° ° e :� < d< - 3" min. (76mm) STANDARD MANHOLE DETAIL 4 Added water & sewer crossing note M.S. Sept. '05 3 Added sanitary sewer cleanout M.S. Jan. '02 2 Revised standard drop manhole detail M.S. Aug. '01 Den M. Sidlo Supt. Hemberger Ckd No. 1 Moved details to different pages M.S. Aug. '01 ° ' M. Sidlo W.O. No. Ckd sty S2 No. Revision By Date Ckd App Date 08/01/01 Ret'mt No. App jag