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Home My WebLink AboutPD2005-100 0 w w V) w a o � o� / o 0 �ri5 V- aw __C� -0 to F.) • `n r -co IT o co O 0 N U 2 N a_ / 0_ Q SEWER LINE WATER LINE LEGEND GAS LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC SEWER MANHOLE GAS VALVE WATER VALVE FIRE HYDRANT MAILBOX POWER POLE STREET LIGHT STREET LIGHT/POWER POLE GUY BUSH/TREE MASS TREE BUSH STUMP SIGN CULVERT FENCE 0 PROPERTY CORNER SEWER CLEAN OUT POST PROPERTY LINE/R.O.W. EASEMENT LINE ss w G P OH P UG A 0 a 0 0 SOUTH SHORE DRIVE PAVING IMPROVEMENTS PROJECT NO. 2005-10 HASTINGS, NEBRASKA 2008 NJ 26th Street Dave r31it St YMCA/ Champions Wit PROJECT AREA South Shore Drive 0 0 C m eet \4.-0 m c J a m a J 33rd Street Leisure Lane • h 0 a -J D e 5 )s<\ NP. " or- e 0 0 0 C 0 J 0 0 t Big G 3 C m L L 1thp4..w edsor Atte shore �L ore Drive Osborne Drive West V a side 0 rIIPOPPAPIPOra ive C m m 0 i 6l v 0 a) a) (1) a 0 11111 22nd Street m z C a N 0 H C 0 i 0 y a 0 33rd Street I� • .iv INDEX OF DRAWINGS 1 COVER 2 HORIZONTAL & VERTICAL CONTROL 3-4 GENERAL INFORMATION 5 PHASING 6-13 PLAN AND PROFILE 14-15 STORM SEWER PLAN AND PROFILE 16-23 CONSTRUCTION & REMOVALS 24-30 GEOMETRICS, JOINTS & GRADES X1—X21 CROSS SECTIONS NEBRASKA DEPARTMENT OF ROADS STANDARD PLANS STD PLAN # 301—R9 329—R7 443—R6 501—R4 920—R5 DESCRIPTION PAVEMENT DETAILS 8 TO 16 INCH CONCRETE PAVEMENT CURB INLETS AND JUNCTION BOX EROSION CONTROL TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE NEBRASKA DEPARTMENT OF ROADS SPECIAL PLANS SPECIAL PLAN # 1C 2C DESCRIPTION TEMPORARY SILT CHECKS TYPICAL URBAN TRAFFIC CONTROL PAVING PROJECT #2005-10 APPROVED FOR CONSTRUCTION YU'4r'�� y zad8 CITY ENGINEER APPROVED FOR CONSTUCTION DATE aoa HASTINGS UTILITIES DATE DIRECTOR OF ENGINEERING Z Q O tin o SAN tA Ja 0 www.oaconsulting.com o 0.1 +• — o O co co o • d• . J F- LL U0 O r 0) 5 a.) eij co O w Z U) to _ O) C (NI N REVISIONS DESCRIPTION 0 w 0 w Q 0 w a 0 Z z 0 0 W >z w co u)2 I- 0 D Z 0 CO HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 1 of 30 0 I- i 0 N. 0 U, 0 0 •0 N 0 0 = 0 (7)o -17CD U W cn Q I _ CO 0 c 0 vw x z % a O M io r\ c° CD0 o to N 0 1. os c6 CL C.DQ D CONTROL POINTS N(Y)= 9201.28 61 E(X)= 12588.48 ELEV= 1920.04 i 27 1 O0 N(Y)= 9267.46 E(X)= 12771.82 ELEV= 1925.33 N(Y)= 9308.42 E(X)= 12983.78 ELEV= 1928.92 N(Y)= 9339.81 E(X)= 13072.08 ELEV= 1928.38 N(Y)= 9630.77 E(X)= 13114.51 ELEV= 1923.73 N(Y)= 9799.92 E(X)= 13271.53 ELEV= 1920.65 N(Y)= 9804.81 E(X)= 13671.25 ELEV= 1914.60 N(Y)= 9701.19 E(X)= 13960.22 ELEV= 1912.04 CONTROL POINTS N(Y)= 9680.48 E(X)= 14225.41 ELEV= 1912.44 rig N(Y)= 9705.64 E(X)= 14556.45 ELEV= 1913.03 N(Y)= 9915.83 E(X)= 13332.01 ELEV= 1918.33 N(Y)= 10087.10 E(X)= 13463.18 ELEV= 1914.74 N(Y)= 10039.37 E(X)= 13592.40 ELEV= 1912.86 0 0 1.7+00 28 9X 00 fr Z� O� No v) Ja 0 www.oaconsulting.com �co 00 vv o cal w 0 CO CO w z C) 0) C6 (6 1 7 NOT TO SCALE WH ARFSIDE DRIVE O r') SOUTH + 0 O O + O 0 0 0 O 7 7 i CENTERLINE CONTROL 10 BEGINNING P.I. 100+00 N(Y)= 8668.99 E(X)= 12593.91 0 P.I. 105+75.18 N(Y)= 9244.14 E(X)= 12599.44 A = 79'5'33.7" R= 125' T= 103.33' L= 172.69' P.C. 104+71.85 N(Y)= 9140.82 E(X)= 12598.45 P.T.= 106+44.54 N(Y)= 9262.61 E(X)= 12701.11 0 P.I. 110+37.30 N(Y)= 9332.78 E(X)= 13087.55 A = 72'30'36" R= 100' T= 73.80' L= 127.16' P.C. 109+63.50 N(Y)= 9319.59 E(X)= 13014.93 P.T.= 110+90.66 N(Y)= 9406.06 E(X)= 13096.35 ® P.I. 114+66.86 N(Y)= 9779.57 E(X)= 13141.22 A = 79'35'24" R= 100' T= 83.89' L= 139.60' P.C. 113+82.97 N(Y)= 9696.28 E(X)= 13131.21 P.T.= 115+22.57 N(Y)= 9784.20 E(X)= 13224.98 CENTERLINE CONTROL U P.I. 120+08.11 N(Y)= 9811.01 E(X)= 13709.78 A = 2722'48" R= 150' T= 36.89' L= 72.35' P.C. 119+71.22 N(Y)= 9808.97 E(X)= 13672.94 P.T.= 120+43.57 N(Y)= 9795.73 E(X)= 13743.35 © P.I. 122+53.66 N(Y)= 9708.70 E(X)= 13934.58 A = 2118'0" R= 150' T= 28.48' L= 56.29' P.C. 122+25.18 N(Y)= 9720.50 E(X)= 13908.66 P.T.= 122+81.47 N(Y)= 9707.23 E(X)= 13963.02 P.I. 125+93.26 N(Y)= 9691.08 E(X)= 14274.39 0 P.I. 128+64.40 N(Y)= 9682.12 E(X)= 14545.38 A = 3028'48" R= 150' T= 41.32' L= 80.64' P.C. 128+23.08 N(Y)= 9683.49 E(X)= 14504.09 P.T.= 129+03.72 N(Y)= 9659.80 E(X)= 14580.16 ENDING P.I. 130+03.46 N(Y)= 9605.93 E(X)= 14664.09 CENTERLINE CONTROL P.I. 116+34.01 = 200+00 N(Y)= 9790.14 E(X)= 13332.34 ©1 P.I. 213+75.29 N(Y)= 11163.45 E(X)= 13406.06 A = 16619'19.20" R= 145' T= 1228.69' L= 421.46' P.C. 201+46.62 N(Y)= 9936.55 E(X)= 13340.20 P.T.= 205+68.09 N(Y)= 9954.93 E(X)= 13627.61 © P.I. 206+42.48 N(Y)= 9881.75 E(X)= 13641.03 A = 77'56.64" R= 300' T= 18.94' L= 37.82' P.C. 206+23.54 N(Y)= 9900.38 E(X)= 13637.61 P.T.= 206+61.37 N(Y)= 9862.85 E(X)= 13642.07 1 P.I. 119+43.37 = 207+16.86 N(Y)= 9807.44 E(X)= 13645.13 J co U WZ W 0W J W 0 ZQ 0w JZ CO2 H OU H C9 Z D Z 0 0 5 CC Iz 0 I drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 2 of 30 E 0 0 wn cn zm CD I (0 00 w LC) XI c • � 0 CL�LL aw Ux z 0 o N ✓ o I • co O o cr,N 0 °moo o 0- W CD Q 00 6' (TYP.) 28' 7' STREET SHOULDER /\ ' / MAX 2.0% TYP.* \ i\//\\/\\ \\\/\\,\\\\/,\\/\ \ , //\\/\ GENERAL NOTES 6" INTEGRAL CURB (TYP.) 1. FOR ADDITIONAL PAVEMENT DETAILS REFER TO NDOR STANDARD PLANS 301—R9 & 329—R7. LONGITUDINAL JOINT W/ TIE BAR (TYP.) 2.0% a a 6" CONCRETE PAVEMENT PROFILE PT. 2.0%** `\\//�\//AAAA /////` SOUTH SHORE DRIVE TYPICAL SECTION STA. 101+53 TO STA. 129+91 STA. 200+00 TO STA. 207+17 6" INTEGRAL CURB (TYP.) • 6' (TYP.) SHOULDER 2.0% TYP.* ///\/\/\/\/\/\ 4' MAX \/jjjj�\\r/\\/\ \ \•\\\\\�N\\ \\,\\\ \\\ \\/\\\/ NOT TO SCALE * SHOULDER SLOPE VARIES UP TO MAXIMUM SLOPE OF 5:1. SEE CROSS SECTIONS FOR DETAILS. **CROSS SLOPE VARIES FROM STA. 106+50 TO STA. 110+00, SEE GEOMETRICS, JOINTS & GRADES SHEETS 2. 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 OR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3. THE CONTRACTOR SHALL REMOVE AND SALVAGE ALL SIGNS TO THE CITY. THIS WORK SHALL BE CONSIDERED SUBSIDIARY. 4. CAST IRON RINGS, COVERS, FRAMES AND GRATES FOR SANITARY SEWER AND STORM SEWER STRUCTURES WILL NOT BE PAID SEPARATELY. 5. LOCATION 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 PERMI ILD 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. 6. THE MAXIMUM JOINT SPACING SHALL BE 12'. 7. CONTRACTOR SHALL PROTECT THE EXISTING SPRINKLER HEADS AND LINES. IF THERE IS A CONFLICT, THE SPRINKLER HEAD SHALL BE SALVAGED TO THE OWNER. 8. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS. IF THEY ARE DISTURBED DURING CONSTRUCTION THEY SHALL BE RESET BY A REGISTERED LAND SURVEYOR. 9. CONTRACTOR TO PRESERVE ALL SURVEY CONTROL. 10. PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING REQUESTING A FINAL WALK—THROUGH OF THE PROJECT. 11. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POWER POLES, AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES. 12. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS & FEES REQUIRED. 13. MOBILIZATION SHALL BE SUBSIDIARY FOR ALL ITEMS OF WORK. 14. SAW CUTTING SHALL BE SUBSIDIARY TO REMOVALS. 15. BACKFILL OF SEWER PIPES SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 16. THERE ARE APPROXIMATELY 850 C.Y. OF EMBANKMENT AND 2600 C.Y. OF EXCAVATION. NO BALANCE FACTOR UTILIZED. 17. 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. 18. SEEDING SHALL BE COMPLETED BY THE CITY. TABLE OF QUANTITIES—SURFACING ITEM UNITS QUANTITY 6" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB S.Y. 11788 6" P.C. CONCRETE DRIVEWAY S.Y. 2976 4" P.C. CONCRETE SIDEWALK S.Y. 12 6" D.I. WATER MAIN L.F. 150 DUCTILE IRON FITTINGS LBS. 800 4" P.V.C. SANITARY SEWER SERVICE PIPE L.F. 80 RECONSTRUCT SANITARY MANHOLE EA. 1 ADJUST VALVE TO GRADE EA. 18 ADJUST FIRE HYDRANT TO GRADE EA. 1 ADJUST CURB STOP TO GRADE EA. 41 ADJUST MANHOLE TO GRADE EA. 10 REMOVE PAVEMENT S.Y. 9876 REMOVE DRIVEWAY S.Y. 3657 REMOVE SIDEWALK S.Y. 16 LARGE TREE REMOVAL EA. 25 REMOVE FENCE L.F. 169 REMOVE AND RESET MAILBOX EA. 34 GENERAL CLEARING AND GRUBBING L.S. 1 FLYASH STABILIZED SUBGRADE S.Y. 11788 OVEREXCAVATION C.Y. 1000 EARTHWORK L.S. 1 TEMPORARY GRAVEL SURFACING TON 100 TRAFFIC CONTROL L.S. 1 TABLE OF QUANTITIES—STORM SEWER ITEM UNITS QUANTITY BUILD CURB INLET (4' THROAT) EA. 1 BUILD CURB INLET (6' THROAT) EA. 2 BUILD CURB INLET (8' THROAT) EA. 2 BUILD CURB INLET (12' THROAT) EA. 15 15" REINFORCED CONCRETE STORM SEWER PIPE L.F. 128 18" REINFORCED CONCRETE STORM SEWER PIPE L.F. 682 24" REINFORCED CONCRETE STORM SEWER PIPE L.F. 213 24" ROUND EQUIVALENT REINFORCED CONCRETE STORM SEWER PIPE L.F. 143 30" REINFORCED CONCRETE STORM SEWER PIPE L.F. 65 30" ROUND EQUIVALENT REINFORCED CONCRETE STORM SEWER PIPE L.F. 16 24" CLASS 52 DUCTILE IRON STORM SEWER PIPE L.F. 316 18" REINFORCED CONCRETE FLARED END SECTION EA. 1 STORM SEWER OUTLET BOX (STA. 121+86) EA. 1 STORM SEWER OUTLET BOX (STA. 205+36) EA. 1 BUILD SHORELINE WALL L.F. 25 CONCRETE COLLAR EA. 1 REMOVE AND RESET CONCRETE FLARED END SECTION EA. 1 REMOVE STORM SEWER STRUCTURE EA. 3 REMOVE STORM SEWER PIPE L.F. 264 REMOVE CONCRETE RETAINING WALL L.F. 37 CURB INLET SEDIMENT FILTER EA. 20 TEMPORARY SYNTHETIC EROSION CONTROL FOR CURB INLET L.F. 900 ,„ Zu Ou (/)o J 0 www. oaconsulting.com SIO 0.1 o 0 eri J FU- REVISIONS DESCRIPTION EK) U U) w 0 w 0 w 0 GENERAL INFORMATION wz — W a LU Q 0o 2_ H0 D Z oQ CO N co m W z 0 I— Q Z drawn by: TJK checked by: RCK approved by: MMR QPJQC by: project no.: 007-1051 drawing no.: date: 4.23.08 SHEET 3 of 30 E 0 0 CD 1- 00 'nQ I- - 3'-0" co JI_ A 3'-O" 0 ►4) #5 BARS 0 8" O.C. EACH WAY EL.=1906.00 V -�► A PLAN VIEW -�•- B 5 -U -U-- 5-U-- - 8" (---411)---1/1 _ -,- (0 EXISTING DRIVE 6'-0" (0 U V V V aV V TWIN 24" D.I. PIPES DRILL HOLES CO 8" O.C. EXTEND #5 BARS THROUGH SHEET PILE EL.=1905.50 N p n ' n' el _ p n \/\\\8".\\� \\ \\\�/ \\ \\ #5 BARS 0 8" O.C. EACH WAY /\/\\/\\/\\ '\///\/ V V V \//0 /‹., 7 GAUGE STEA\ AEL' / SHORELINE SHEET PILE/' 7 > \\/\\ X/\/\/ 4 \,\\ j/\3" MIN. \jam\\j\j MATCH ELEVAION OF EXISTING SHORE WALL #5 BARS SECTION A—A OUTLET BOX >j\ ; 0 0 i u) 0 0 Lui- cn 0 0 N- 3 0 0 N = cn CL (pp 0 0 0 co 0 wI� w v 0 w i� z % v Lr) re-) I r` 0Q3 0 0 0 ++ N C.) aa.) O N L •• Q LU CD I— D PHASE 3 STA. 200+50 - STA. 206+50 Zu a O� (/) o J www.oaconsulting.com ',yr co 00 co co cNi 0 Nr .srJ W I- U - PHASE 4 STA. 117+00 - STA. 122+50 PHASE 2 STA. 111+00 - STA. 117+00 LOT 1 BLOCH 2 SOUTH SHORE THIRD SUB LOT 5 BLOCK 1 ALLEN SECOND SUB PHASE 5 STA. 122+5 7 7 STA. 130+00 LOT 6 BLOCK 1 ALLEN SECOND SUB 7 LOT 2 SOUTH SHORE THIRD SUB PHASE PHASE 1 STA. 101+50 - STA. 111+00 7 LOT 2 BLOCK 1 ALLEN SECOND SUB SOUTH SHORE 0 z 0 z J LOT 7 BLOCK 1 FIFTH SUB LOT 1 BLOCK 1 ALLEN SECOND SUB 7 7 7 LOT 3 BLOCK 1 ALLEN SECOND SUB TEMPORARY GRAVEL SURFACING STATION TO STATION TON 101+50 — 130+00 & 200+00 — 207+00 100 LOT 4 BLOCK 1 ALLEN SECOND SUB 7 7 PHASING AND CONSTRUCTION NOTES: 1. THE ROADWAY SHALL BE CONSTRUCTED IN HALVES MAINTAINING A ONE—WAY, ONE LANE ACCESS FOR LOCAL LANDOWNERS FOR ALL PHASES. 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 TO TRAFFIC CONTROL. 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 AND BARRICADES ARE 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. THE CONTRACTOR SHALL COMPLETE ALL THE ROADWAY PAVEMENT FOR A PHASE PRIOR TO STARTING PAVEMENT REMOVALS FOR THE NEXT PHASE. DRIVEWAY PAVING MAYBE FINISHED FOR ONE PHASE WHILE CONTRACTOR IS REMOVING PAVING FOR THE NEXT PHASE. 8. SIGNAGE AND WARNING BARRICADES SHALL BE PLACED AT THE INTERSECTIONS OF BURLINGTON AND SOUTH SHORE DRIVE AND OSBORNE DRIVE WEST THROUGH THE DURATION OF THE PROJECT. THE SIGN SHALL STATE "ROAD CLOSED TO THROUGH TRAFFIC." 9. APPROPRIATE BARRICADES SHALL BE PLACED ALONG EACH PHASE AND OPEN EXCAVATIONS AS APPROPRIATE TO PROTECT THE TRAVELING PUBLIC. TOTAL PHASE VIEW 0 wI- < Q 2 0-0 Z >z E"w LTJ Qo 0 cc = a. cot F-0 Z 0 Q 0 CO O N HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 5 of 30 cc O I- -o 00 N o w� o_ 0 co � I -- I x� o� 0— �r` O O O MI C w N 4 � DO to QO E r` 2 w Qx 0 J 0 0 0 N aco 0 w o N 00 0 N O %Q.. 6‹ CD w Q CC CAOLSSON ASSOCIATES 2727 West 2nd Street, Suite 105 TEL 402.463.0240 Hastings, NE 68901 FAX 402.463.0187 www.oaconsulting.com EARTHWORK OVEREXCAVATION ll I EXCAVATION EMBANKMENT QUANTITY UNITS I I 2600 C.Y. 850 C.Y. 1000 C.Y. I I I I ioto, FLYASH STABILIZED SUBGRADE SEEDING* Iqr. QUANTITY UNITS QUANTITY UNITS 0 11788 S.Y. 8400 S.Y. I *SEEDING TO BE COMPLETED BY OTHERS I I I I I D . �� I ,,_,_ / oo \ QP I Z D I -� a. ° /��G I a D� 'eP I a \ 0-4"I 1»-20' a : MATTHEW M `.• RIEF I E-10074 ••., +? F a .. I / / •• • a° 0_ °I \ , LIMITS OF CONSTRUCTION 0' I I I I 10' 20' 40' SCALE IN FEET IN --- - ---- _ r R.O.W. °il _ 102+0•f103+00 .a 6 . I REVISIONS DESCRIPTION DESCR. REVISIONS — 4 ="" W �w w w w POVVER POLE TO BE • BURLINGTIlf AV NU ° ii \k . .•-• 4 4 - �. �G 1 G G .� G G Vi G G G— —4-C��..� P - OH \ P OH _ I L=------1-- P- OH P- OH �'�: G G �'�'®o .� POH " a POH \ LIMITS OF CONSTRUCTION •D • tI \ ° � tn ROW :CL ROW H. DATE — SS SS SS SS ` 5 �� SS SS SS SS ^ �(. 0 . a _ T 1930 LOW POINTE'LEV'=1920.83.,,....,..°.,«,...,...<., 1930 PLAN AND PROFILE STA. 101+50 TO STA. 105+50 SOUTH SHORE DRIVE PAVING IMPROVEMENTS CO O O 1928 ::::::::::;::::::;::::::::::::::::::::------------------------------- ::;::::::::::::::::::;::::::::::::;--------------------------------- :::;;::::::::::::::::::::::::::; :,f;, °'', °; ::::::::::::::::;:::::::::::::: - --------- --------- ::::::;:::::::::..6 -------;:::;------------:;::::------------------------------::;:::------------: --------- --------------------------=--:------------::::::; „ ------::::::::::;;- ::::::------------------------------::::::::::;:- ------:::------::: ::::::----------PVI -LOVW':POINT-STA•=:105+15:67 STA:.:1:05+5O.....::::::::::::::::;:::::::......... :PVI:ELEV: :A.D:==:4.5600 IC - 44.4444 ........................ :191:3.83------:;::::;:::::------:::::;-------- 1928 HASTINGS, NEBRASKA 4 ° ° PVI° ELEV •= .1923 ....... ......... 1926 ° o, . N,(il 1926 `�" :::::::::::;: ::::;:::: :::;::::::::::;:::: EXISTING'GRADE,, AT.EN ,�. • °'<.., ,,,.,,.,,,,,,,,,..,,,,,,,, ,,,,e,,,,.,,•,,,,,,.,« „ .«,,, ,e,,,° „ ,.,,,,----- ------------------- 1924 .. ==- ¢° N• 1924 1922 .1.5 -- ,,,,,,, ..�...,<,......«,,......,«.,. 1922 1920 ::::::,,....::::::..,,....,.. PROPOSED°GRADE:::::; , AT. CENTERLINE a,,. :: „ «.,, ::;;:: :;;:::::: ;::::;::: ::::::::: ::::::::: ::::::::: ::;:::::: ::;:::::: ::::::::: ::::::::: :::::;:;: ;:::::::::::::•........°- :::::::;: ::::::::: ::::::::: ,.....«,,,._......,« ::::::::: ...................<,,..«....,.,.,...,.,. ,.::::::::::::.;..,,,°..«,y::::::::;:::.e:::;::::;::::;::::::;::;:::::::; ::::::::: ;::::::::::::::::::::::::::::::::::::::::::::::: ::::::::: ::::::::: „ 1920 :::::;::;:::::;;::::;:::::::::::::------------------------------------------------------------- ------------:.,,,«.,.. HORZ-0-'- — swim 1918 ....,,.., .....................,,_,,:::::::::::;;::;:::::::::::;::;:::;:::::::::::::::::::::::::::::::::::; ,,,«.,,,,,,,,..,..,« ...............°,..,,.,. -kk- :�;::;,...2,«.,....=4:: 1918 drawn by: TJK checked by: RCK aPProvedby: MMR . , , , < , , - , �. . °N , , , , , . , , , ° N-, °,,,.:= , , ,� ,� , . . , , , , _NI*. N, 'el Q , , , , , �, , , , < , , , NKj„ , « , :(,32.:0).. ,= �' : « .N N. , < , , ; : ; ; ; ; ; ; . •�,•. , < NNj, , , , :— T, , : , , .N , , ,N N. , . , . ,.,,,,,,«,,°«,,,,,« N , , °).O, , , ,•NKj. ° , , SCA, « e , , ,� , , , . N. _ • ,NN: �4! , , , —: PO. „ , , . , . , , : , , , , ,Lo • � , . , , , . , , N .N �9! 0 , , , > , , M. N�< , �, �, , , _ , , .p ,, « , , , , , N N. , , , «N MOa,, M ap. M,,•,Q `— , , « , , rN, DC7).,.,,.�0a,,,,�p�,,,,�,.,,,,,,,,,,, M. .gyp , 'N , �. , e , , , , , , N'0° : , , - , .gyp <, < , , , , , . N < � G « , , , . , , . project no.: 0071051 drawing no.: date: 4.23.08 SHEET 6 of 30 101 +50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 POWER POLE TO BE RELOCATED BY OTHERS LIMITS OF CONSTRUCTION ROW P - OH LIMITS OF CONSTRUCTION - 1"=20' 0' 10' 20' 40' SCALE IN FEET HIGH POINT :E V: =. 1925.60: : HIGH :POINT: ST :109+25.40: :PVI : STA : ` :f09400 ::: :K =:4 4;0500:: :3527::. . . :POINT :ST .PVI:STA: PV!:ELEY: 405+16.67 105-1:50 1919.83: :4.5000 :: Afekl �.. ... ..,�::. , 1E1, ., . ...° . .aD, °0,�.. ,< . NOS . ..�� .,. . 00�A°... �.cA, , .. �A ° ,. ... M. ... 0 ,. �.N.. W SC . .. ° ..• ? SO . .. N . 07l . 00 ; 00 00 01 . ,N. . N . . . . . r . . . ° , 90 , . . .•,�• . . ,� M . . _ , Ofa �. �,�. , , ° , . . �.aj. . , , . .�N •. . . . . N,p�. . . • N : : : : : : : : : CO . CO , . ° `N � N . . , .. e- » .. .. .. N r . .. N. nj . . , . , N iV . ... .. . N IK) • : : : : :: : : .N : : : : : : N: � .N . • , : N. N : . . . N , , , N, �y . . . . N ' C'J N .. . . ... � C�4 �+ N a : : : : : � �pNj . . � , . . �, p� .. . . 0) � . • N � N , , . N Cil . . N N . . , . N . . . . . . �. �y . 1 � N ° o� . � . . . � co = .— . •. . . � T . . . . . . .� N . . ° ° . ^\Ci. . . . , n� . . . O. �. . . < , . 6� . . . . m.0). . . .� . . . . �. . . .,as '� • T . . . <�. . T . , . . ,, . . . . . .r V, . . . , 'T g� �, f� . SHEET 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 7 of 30 drawn by: checked by: approved by: QNQC by: project no.: drawing no.: date: m W Z Z_ F- (/) TJK RCK MMR 007-1051 4.23.08 i112ROW 00 LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION N • • CO Pill : STA : PA :ELY: K:=.: :100.0 ENTERLINE . : PROPGRADE: : • AT C NTERL°INE° HORZ. CNI 'co Q • ; drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 007-1051 4.23.08 SHEET 8 of 30 CC 0 F- U, o o0 ▪ - 0 011 d 0 CCo I~ X o � o � r _W • ¢ CO O 1 �o EoR cnZ W Q U 0 o� O � E"n 0 ooo 2 0 W o � N 0 N O Q U Q CD w 4CD CD 1 Q )a a.. cP •Ce / I 1°4 O / �a I LIMITS OF CONSTRUCTION 4 ROW a '° I Q 1 :0,20,i1t I `` oma, , c, (;. Co 41ee`;1i ' If. 01Ptittfiiit,•I d A t Q ' ° ' ° a _ .CQ �_ Od� \\(-) 004.111 LIMITS • . o 0, co°,e0 G, OF CONSTR . TION CAOLSSON ASSOCIATES 2727 West 2nd Street, Suite 105 TEL 402.463.0240 Hastings, NE 68901 FAX 402.463.0187 www,oaconsulting.com 40'f1010,, A, I IN FEET *N �' a O�� •1� a '�i►�'7 1 ° Qa 'a l — / ,;,,� �._._ k ' 11; +00 1 O a a ° f\ f i� i, ��.,� ��► 117+00 r � ��-' f� ! ,d � LIMITS OF CONSTRUCTION ROWSCALE POWER POLE �&til� RELOCATED BY OTHERS. 1 •+00:di • TO BE til �`�:Aa..,P.-.;.-..: �.�','► a �. .. .. , ,�� ROW .,. moi O 6H. .aP-QI-1- ° PK) ..�!• Q.-- 17 4 iii a a b' .. as �_ ' � �� I a..ad a ° --jS o. A. a a . ..4:. ',�'• Oi// +eo'.a .4 I� d e. 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REVISIONS a LIMITS OF CONSTRUCTION ROW 't'�?i, ` ' 1 se J 0', �� Se S oma, �(< Se S ' oma, Se oma. 5s0 co AD O\ 1926 ::;:::::::---..-:»: ::::::::;:::::::::: ::::::::: ::::::::: ::::;:::. :::;: ::::::::; ::::::: : :;:::: 1926 1924 ,.,,.,,,,,. :::::::::::::;::::::::::::::::;:; -�. ;,,...,.5v,....,<, ,,,.A.D.`= °1.`5000:,..,..... •K:=`6•.6'667, ,, 100.0.,,,,, ,,,,,,,,,,,,,,,,,,, 1924 w Q 0 DATE 1922 ......................,...,,, �,.�,..,....., � r 1922 PLAN AND PROFILE STA. 115+00 TO STA. 120+00 SOUTH SHORE DRIVE PAVING IMPROVEMENTS o 0 rte:..,,,.....,,.,,.., HASTINGS, NEBRASKA 1920 ................... :c,;::w;.,.,.,.. 1920 1918 �. � . , , , . _, -_ �- ,P=R»OPOSED GRADE ... , . ,:AT, CENTERLINE: ...,.............,,. , . . 1918 1916 ................... :..::::::::::--: 2.1eo,:::::::::::;::::::::::::::; ::::::::: :::::.: ;:::;;::: :::;:;::; 1916 1914 .,,.,..,. , , ......... ......... ......... ......... ......... .........EXISTINe°GRADE,,.,.....,.,...,..,...=�, ,A°T` CEN ..RLINE.,,...,....,..,..,.,,......�-. ,,,...,.,...,.<...,.,.,,..,.,.,....,....,,,,,.«,. `'' � ---� 1914 1912 ::»::::::::::::::;: ::::::::: ::::;:::: :;::::;:: :;::::::: ::::::::: ::::::::» ::::::.:: :::::::;: ::;:::::: ::::::::. ;:;;::;:» ::::»:::: :»::::::: ::::::::» ::::.:::: :::»;:::: ::::::::: ::;:::::: ::::»:::: ::::::::::::::::::» ;:;:::::: ;:::::::: :::;:::::::::;:»::: .:::::::: 1912 :H.ORZ,:0'»1.0..:2,4..,,.,,,;40..., 1910 : : ::: :; : ;;: »:;:::;:: ::;:::::: ;::: :::: :: :::::: ::;:;;:: ::: : :: : a, ,, ,, , .. . , , , , :I/ERT,:O,. ,,?. , ,:4' 1910 drawn by: TJK checked by: RCK approved by: MMR » • _� N r- . . 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BY OTHERS , 12.—J-•1 ii' �l► ��• of ROW ___ P'0H "',..ow...-0"RE • s ° aO °s a" ° d ° ri OCL cS) ` LIMITS OF CONSTRUCTIONhii bil'41111 *4, 1v 1- ' h ` a ad S a �'� ..tea, !� •� Alt / 4 r \ ' p 0p. ' .`` •4 ° a tl' ° , .°as. 'a. d . d '.r • �JCZ tib °• H°e. a ,�d a a d . '. • • O�� c, of Off. o� 'r �-.��>>�.�� , "D ° .dd...►J°. s . e° a d' �� 4gj'��- c� Atr4 Ali lb' e q1 %%.. '0 `° ° ° Q n add p p p° °" .'� . #.4.;....7....4. .0.�,"S.SS ,SS' .d : 4e -O qp"° .d °■f{a a...n�, M R PIP -----�' ' 1, o� Ge �pJ 1 " = 20' �a d LY\LOLSSON P aa a a a °`" •ca adt• l' .a° e � • OF CONSTRUCTION i..0. �•� I T11 a" d° 0`0 /7 •✓ . _•.". .'. .e-�a.f• . "j 41 ^.. .«... .,'. d,a •. LIMITS l'A 110 /-1'1 , `1 �`��ay l"" ° `\e.•.., ° a " A. ,a d ' ' •i POLE TO BE BY OTHERS Off` or d .:_t'. -;;;;1349.:k$44-fr .:?.:40:.--* i a MATTHEW M.��o RIFF • j E-10074 7 -0- _ .:..�° oma' O ��• o•sszs °�. °a d a :. ° ' � • °d° 1 d . a d e °° d . _ "° a' I. 170 ROW 0' 10' 20' 0' SCALE IN FEET 1920 ,,. 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VO...,... 1916 PLAN AND PROFILE STA. 120+00 TO STA. 125+00 SOUTH SHORE DRIVE PAVING IMPROVEMENTS HASTINGS, NEBRASKA 2008 1914 „ >.....,....<,...°<,........°...°6666,.,» ° ' . :>. +' .-.... N, `. �. •`>!- i,.,° N,..,.,,.. >J°. ,,,': , » , , , , < » , - , . ° - < 0'<..<...,...,°.....° �''� ° , . < ° fes, . ° . , ,.,.....,°6666.: , ° ° , , , ui.,�'°<.. < ° ° P1�9 �• _ �.°.. ; < ° „°. 1914 1912 -... °::::.,. ::;:::;:: 6666. ___e _ �s :6i,'at.:::.::::::: c�„t�...,....., •>.> ,03..03: ..°..,,.,:..<.....»6666 ::EXISTINGt:RADE:::::: AT: CENTE"L"INE<.,,,.° ::::;:::::°�"0'::: ,.----.-----°.° v°'�° ,>,.>..........,°.. :':`':::::::::::;::.::::::::::::::::::: .............-�. _°. °°0"606°..,....... 6606<.,........°.,, 1912 .• :::::,. °:.: .::::,.:: :::::::::_.°6066.. 1910 . ... .... U11 1910 ..°<..°°. °.....,....°..» ,..,,.., ........ 1908 ...°...,.........<,.<........ °..............<.,..,...,.,,, °,.°6666. ...°°6060 6066,,<.. .,.,.,,. 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N "` ........ , r). , ^. . ° . , . ,� �. . < . . , . .N f"° : +� , . � • r 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 CC 0 I- 1 0) O 00 N w• -0 0 1 0 0 oo 0_0- CC0 1I- 10 x1 � o a) 0 0 0 -c w (1.1N °n CO 0 I ER • 0 Zct� • w Q x 0 ¢c - .co rn E �n 0 o N �co Z o wo N C° N O CU < w Q PrilIN wr. 4111 / �7!► (AOLSSON ASSOCIATES 2727 West 2nd Street, Suite 105 TEL 402.463.0240 Hastings, NE 68901 FAX 402.463.0187 www.oaconsulting.com ��' ��°:)•C'--4 ° Ath �, AltoLIMITS OF CONSTRUCTION °J��S ROW il tki Alb it () t<rt, 0 ,a� oszs,,,,, s 0 i , *A , . .4 4 411114 0 ,, 44 rt 1 il + vi . + e 127+00'4 128+00/ ` '''' _,.-• �POH! POH P-0' P=4`' �1/� — P�?F=rs: \ POH ' 0 1":;0 _ 0' 10' 40' :' ■'i I • a... 1. =•�►� c SCALE IN FEET e a. a ca 4 4 " a a % ROW • 4 b 4 4 ° d -...94.1..,_14..... °d e a d a f a.' r .a °, d a ° " ° °° a da b q a LIMITS OF CONSTRUCTION 'a�C'/•✓�/ Nd 1-..g........:....4�b -aa.�...var° ted ^d .�O'' - , d ° 4 vn =" a °a ac ° a � -�--O - +°° • 4S S4 O 4 b Q ° a' d ? o C'°d o a. N a_SSSS a . de. a a d " � daO d ss d a. .a ea a ° a .a d t. a°: da a °a d ae a . dda4ea ae.. d Q . 4 _-- ._° �,�-..► \ _� �..► \ d s ° ° da/. ` a r _ °. ..M M M M M m M III d .0I a MATTHEW M. A RIEF E-10074• � 1 OF NEB P, 114 �� O�J .�� `\.�V! �_ \\ ^ a ? ° d ° / aV. ° °a.' ° a.. ' d . a /" //e a e a a s °" • t a b d• /V \ a AA d� °� as °)� J °��, J I C G°� �� 6 C'��,e° 0 a. �J ��\ 4 a .6 °'. 4i a' I °moo A 4 d ° �c`� ROW • y ` / a a a �a a c, 1 REVISIONS DESCRIPTION DESCR. I REVISIONS W O I I 1 0 a da ' �}o LI TS OF CONSTRUCTION G 1920 :::::::;;:::::::::::::::::::::::::::::: ::::::::::::::::::: :::;::::: ::::::::: • ::::::::::;;::::::; :;:::;::: ::::;::»: ::::;:::::::::::::: ;;::::;:: ::::::::: ::;:::::: :::::::;: ::::::::: :;::;::::::::;:::;::::: ::::::::;:::;:::::::::::;:::::::::::::::::;:: ..,........,.....,..1920 1918 ..................... ................... ::............HIGH *POINT: � :HIGH:POINT ST ; ,..nPVI•STA wi ELEVa V::::::::::::;::::::::::::::::::;:::::::::::::::::::::::::::::;:::::::::::::::::::::::;:::::;:::::::;:::: 19'l2.24� =-125.60.7a:.............................,,.....,..........,.,,., 1:25+50 :;:::;:;::::;:»:::::::::::::::: 1912.29 ,,......,.... ......... ,,....... ...,,.... :::::::::::::»:;;:;:::::::: :.:::::;::::»;: :::; :::::::;: ;:;:»:::: ;::;:»:»::;::::;::; ::::::;::::::::,• ::::::;:::;;;:_.A. `.a,.. :,,:.;;: :::;:::;: .........,'HIGH•POINT:S .....,.:..P41° :::::;;:: HIGH �PCINT•E STA PVi ELEV V — 191,.,,.........,..,..,.............................,...,.....,., 2.. . :;:::::;:::;:;:;:::::;:::;:;:::::;:;:::::;::::::;:::;::::;: A° •128+95:. 1°29+00;......,..,..,.........,................,.......,.........,., 1912.29 ;::::::;:::::;::::;::::::;;::::::::::::::: ::;::;:::::::::;:;; 1918 w Q 0 I I DATE A.D. =, .:K.= ...6190:' .50:Oo'VC 1:0500 :;;:::::::::::::::: ................... :...........................................,.,...,. ::::::::: ::::::::: ::::::::: ;:::::;:::::::::::::::::::::::::::::::: ..e..o, A.D.D. = ...50 1.0000..........,........,......,....,.,....................,.....,.... :::::;:;:::: C. :::;::::: ::;..,..,.....,.............. > z PLAN AND PROFILE STA. 120+00 TO STA 130+00 SOUTH SHORE DRIVE PAVING IMPROVEMENTS HASTINGS, NEBRASKA 2008 1916 ::;:::::;:-::-::::::;::::::::::::;::::: :::;;:»;: :;:»:»::: ::::::::; :°:;:;::: ::::: :::: ::::::::: :::»::::: ::::::;:: ::::::::: :::;::;;::::::::::::::::::;;: :;»:::::» ;::;::::. :::;::::: ;::::.::: :::;::::: :::::•-::::::;:::::::»:;:::::::::::::::::;::::::::;::::: 1916 1914 w; �:+ *:ii: :ff :............. :(4 :11;,...,.........,.....:<';; ;I; .° n+.......,..,.. 1914 �°;..,.....A•T .>. ,>, .>. NG.G", CENTER ' 'NE- °F-„�. �.>i,l ........................ .:ai....................�,,1 �,a..,,.,.......,,...,..,...... .:N:,w..,..,.....,...,..,..,, �.,,..,..,,.......,..... 1912 0.7 1• _ _ _......,. All •r — _ �_.---,.-7-7--, . .,..---,. 1 1912 1910 ::::::::;:..;:;:;;::::: :: ;::::::;;:::::;:::: ;:::::;;:::»:: ::::::::::::::: ::::: FR s. POSED : GRADE INIMMEMEMIWAIMEMININEM Asa ::::;:»: :;:::::;:::::::;::::::;:::::» ;;:::;»;: »...Q:;....' :::::::::: 1910 1908 Al. CEN LERLINE....,.,.... ..........................................................................,.........,..,....., .....................,. .,,...... 1908 906 ............................. ......... 1906 1904 ........ ......... ......... ......... ......... ................... ......... ................... ......... ......... ......... ......... ......... 1904 ,r,• ��. 7. . N�. NGj N CA . •. �.. • : . �.. ,� •° O. cy).. . ° . . . . . . . . . ° N . . . . :p� 125+00 125+50 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50 130+00 Lid � I 0 rn17 O Ow, Zi3 '-� 0 0 M I -C W V) a_ a_ CLO N Fo 2 L Qx U O i of v v E00 o 2 0 w0 N 0 00N O % a 0 < W �Q 0 _.... i 1 lb 55 � ' 4ec- IO 0� a \S� � 2 00 oCP 1.› . 55 c�9 • \f: rod ,Z�� . ROW %l� — o CAOLSSON ASSOCIATES 2727 West 2nd Street, Suite 105 TEL 402.463.0240 Hastings, NE 68901 FAX 402.463.0187 www.oaconsulting.com ° AV \` LIMITS OF CONSTRUCTION—� P- �' P= 1H �" I o J •, _� i 11 ` O'��`-/ , l} eDl \ D D ;, ,'/' _- �,�,,,,,. D e. D G. a ° D. a e a C. e. ° D D (51D a D D D D p D. D / D � ti a•D 1411 \ tdr0 1" e D D e ' � a N. � '� D ° D Sa o Imo' " mac' • a.D .p e e "p D. \ '✓1 D p a D ...„-- OIPPII -.4.111141 --------.....,........ \ D tin. t. . 6 ' ,› ,::.......-- .I� Ni .D a / ------ R0W 4D y D. 4110-* 1111.410. \ . CLC • LIMITS OF CONSTRUCTION \ °,o _4.ef) aDA� \ 4' +.All' I \ \ • fr t. WkNklo�.�.. vi J. • . * l.&. / a : MATTHEW M. •. 7 / i •• RIEF•• • • E-10074 1 • c• 'c 1 A D 1Vi 111111111' LIMITS OF CONSTRUCTION 0D �� ` ROW No d; 11 �. O t d. ‘411.1" 0, !2 �� / D p D J� ° Dom. °i0 \ 4' N.D. ,eD. '' I� �� , la 4 ‘,. .< ,�/ = ' :,20 REVISIONS DESCRIPTION DESCR. REVISIONS SoJ,� D oe i �0� O� .= „/ �p c) o p ` se D' \D •� ' —' X05 D t o s. �. Dp luti4 b D 11 .D �" D .r ..� /,'. 4 .d" . o`��` 0' 10' 40' 5� SCALE IN FEET �7 /„,_____ 19 26 :.... . . . . . ::::::;::::::::::::::::::::• . •..::••. :............::::::::::::.............. ...,.... .. . . . ::. . . ... . . . .•..............::::::::::::: ••.:::::::;::::::::::::::::::::;:::::::::::::::::•HIGH:POINT::T . ..... ......:::::::::::;: ;:::::::: ::HIGH a -POINT: E S : : :Pv�:sTR PVI ELEV _: :::::• V: 1920.05: •`� :200+31.9U� ::;::::;::::::::::;::::::::::::::. 2©0+5° - 1920.14 .. .. .. . .........:::::: ::::;:....... . . ... ::::::......::.• ......::::::..................... .... ..... . • ..,.,. : . . . ::::::......::::::::::::: .... ,,..,.,,, •::::::: •::::; . . . . . ......... ,,.,..,. •:::: •::::::::: . :::. ......::. •::::. .. ..... ,,,.,,,,,..<,>.,,.,.,,.,.,,.,...,,.,,,,.,..,.,....,,,,,,,.,..,,>,..,,.,,.,,.,........<,.• ;:::::..: .. ...... .. . ................... ................. •::::::: •::::::::: ... . ... ............... ::::::::: . .. ........................::::::......`:°...........,,,.,<°,. •::::::::: . .. . . .........................•..... •::::::;:: .. . . .. •::::::;:::::::::::: ..... . ........ ,< „ . ......... . . . ......... ,,, ......,• ......... ..........,...,,.,.,,...,... •::::::::: •::::::: . .................., ................... ,..,,.,,<.,,.,,,< ................... •::::::: . ... .. ... •::::::::: 1926 :::....:::::::::::::::::::::::::......:;:::::::::::;:::::::::::::;: ::;:::::;::;::::::::::::::::::: ,,,,.<...,.......,.,....,....,,< ............::::::::::::: ............................................ ••......A.D. :::;;;::: :::::::;K �:` =:1/.2:41%4::::::::::: 50:00• :::::::::::::::: VC:..,...,,... ::..................::; ::::;:::: ::::::::; ::::::::::::....... ,,.,,,, ......... ..,..,,,,,..,...,,,.,.,..,,.,...., ......::: .................... ::::::::: ::::::::: :::::.... ......::: ......... ,..<..,,. ;:::....................... ::::::......:::;:................•..::::::::::. ,,. <,,•., ,.,,.,.,. ,.,,,,,,,.,,..,.,.....,,.,.,....•..,,...,..,.,,....,..,.,,,.,..,,.• ::::::......:::::::::::: .... ......°•`• " ....•.......... " . ••`°<,,.,..,...,.,...,....... „ .. . . .,. ~ Q DATE 1924 �° �� ................. 1924 1922::::::::: . ...<.< ......... . ............. . +00 .2004 : 200+2I V = ;1920.0, .N,o.,,,<.,,,,,,......,..,,,,...,° �e,.,. „ .,,..,,, .0 .0) N ... ...,..,,.,,..,,...,,,. .,.,,,...,.,.....<,..,,...,..,........,..<,....,,, .........,.,.<..,.....,,... ,......., ::::::,, 1922 ° PLAN AND PROFILE STA. 200+00 TO STA. 203+50 SOUTH SHORE DRIVE PAVING IMPROVEMENTS HASTINGS, NEBRASKA 2008 1920 ., . ..............................o-.....°e..a. ,.., ,,,„.....,,........,....,,,...... ..... . >.,..,.,.,..,.,,° .. .. .............e...,..,;�..,.�_ , .. . ,,„ .. ..V1 W 5 -- 0. i,�. , , al , , ., , , .. , ;,,.• ,.,.,><....................................... ;. .... ::::::::::::::::. . ......:::::::: . . , , ::::::::: :;::::::: , , ::::::::::::............::::: ......,...,.,,,..,.,, , ::::::::::::::::::. , :;;::::::::::::;:...................: .,,,.,.......... ,.,.,.,<, ,.... ..,....., o. °,o M,,. 1920 1918 ?•s ;�,.,,,... ,,.,. •1918 1916 ................... (n_W --- ,,,.,. ,...,<.,..,....,......,,.., 1916 1914 ::::::::::::::::::::;:::::::::::::::;:::::::::::::::::::::::::::: , , , , , , . , , , , , , < , ::::::::::::::::::::::::::::::::::::::::::;:::::: , , , , , , , , , , > , , , , , , , . , , , < , : : : ° : : :::::::`: , , , , . . ::,,,.,., , , , , ° , , , . , , , , ,•. . , , , , , , , , , , , - , , , , , , , `'-, _ ,� ..,,,.... , , , , . , , < , AT CENTERLINE , .... /M�—. �� : "-,-. . . .....................• , : , , , : . , : , , , , , , , . : , , , , , , , . . . 1914 1912 :: :: :::::::::::;::;::::::::::::;:::;: ::::::: ::: ::: ::::: :: : : : : :: : : .. ... ::;;;::::::::;: : : ::: :: :::: ::::::::::::::;: :; : . :: :;::: .... . . . ::::::::: :: :::: .. . ::::::; ::::;:::: ::::::::: ::;:::::: ,, P ROP AT :::::;::: OSE:GRAE CENTERLINE- ::::::::; :::::::::::;::::::::::::::::: :::,: :,,, .,..,. . :;::;:::::::::::::: : ::: : .. •°° ° ,::::: ....: ::::::::; :::::::;: , ....°•° 1912 , < , , ,,,, ..<,, °, , , ,, , ...,,,, , < , >> ,, , , , . , , . , ..,,....>,......................,,>,, , , , ................,>.,,..............,..,.,.,.......„ ,..... . , �. ,, �W 1910 ................... .,,,..<,,,,,.,..,,.,.,...°,.,..,., ::.:::;::::: :;:::::::.:::;::::: ::::::;:: :::::::::::::: ::::;:::::::::::::::::::::::::::::::::::::: VERT. • :�:::::::::?:::::;:::4:: 1910 . . . . . ,.... ...,, , , , ., t7 � . , < , , N �, < , , , , < O Of , ., .0 A.,,,,.,” . esi r - , , . tn, , • . < > 07 0#.. ., :,,co, r , , N ,,.,,,,.. �. , . � ., .�,.. d , C'7 • . 0, . , , , 07 ^...,,,,.,,., , . , ° , , , . , M , , , , , d .,,�. �. , , , , 0 �, r < , , (0 tr)•Qi ..,.may 7- ,r_. . . .........j, r 00 >,.,C �, , , . . lC) ,..,,,... •� ° Pei ..........< r , , , , , . ,.LO ..... 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 O I (r) 0 o W V) rnR a- 0 0_a. Ci 0 In ICD CD C) 0 O O LU Q CO U Q. o O_ N 1"--- 1_-05 2 J CCW U 0 of uio Eo o o 00 2 0 W O N - U N O % a ,\& • I i► �� oma. �� c, c' POWER POLES TO BE I .eidip ‘e likORPF �oJ -044RELOCATED BY OTHERS►ll LIMITS OF CONSTRUCTION4) of44 ofsso6 20i o0 5 CAOLSSON ASSOCIATES 2727 West 2nd Street, Suite 105 TEL 402.463.0240 Hastings, NE 68901 FAX 402.463.0187 www.oaconsulting.com II \ + -I' "�y '`i.� •"o• .. Di.. .'/ ► ROW j� ��l�• I► • ��; P D DA _ .:: o fil flee �._, D D' ,t IIIPTIN e . 4 A A , IIIMP.D �� .., • ,/ .D A A � _'i! .DID. D. P D D ppA D .\ `• O .„„7,, if(t _. \ P_ 0 o��+QQ ,'../ P.. 'D.. P A. •p. p''. .' .pj��l►��. �.:Y.�' � �l�� .-1\...° .. u �\ /iD� se <�i �/ t = _ _I oaf �� 1 D . �,fi Fr"! - -6(\ t> • ' t> IS 4 . (NI . .4' qbX Am. tee 'Illir\ pD - D D .6n D P p / •. , D D A D SS 41, -D p A ' D p 1; 4100 1,4T470 111, I P A� . a D • H — 20' . �`.�t��kr ,FAX';'• �� 6 w* 9 '.m, ¢ w s �,j� i ,' �� oP p pP d___ ��`t�� `�`��D .D• ° . A s$ ' Q e. a p ,D 0' 10' 20' 40' Q. D p /'1►.•`iv*,��%`•�`�� D p o a D: SCALE IN FEET AD D ji 0 a LIMITS OF CONSTRUCTION para D A D s 'M D p D •�I ^ ,/ r�` , 1 `tja D 8 D D: ° vl a• 4 ° ` �� / ,o N -til D 4-111f A° REVISIONS DESCRIPTION DESCR. ' REVISIONS N / N POWER POLE TO BE A o . ' RELOCATED BY OTHERS 6 o� ROW D oq& 1p u, + Dc;se , Q� �_ c O' IIP* �- ` / / .D O!V f� I ,� p % D ' se / a �. A LJ� .. °. D A. ' D o D LIMITS OF CONSTRUCTION p Db JD ROW , A'A . p p/,_ D A VD� P O�. cr- A c, al4ipi rtoi#\, . bc gni .4 At; , o 4, \s,z, * 7, .4' wo i , ,. 1 \ fes. VIS. / in ° 1920 .,<,,..,«.,< ::;;::::; ................. :::.....e.e. ::;::;:;::::;:; :::::::::::::::::::::::':::;:;;::;:::::;:::;:°`;::::;; ,.,,,,,<<<,.,,,,,..,,....,..... :'::.e..< ,.YI:S...,206+50;,..,, :FYI: :I.X.V .<6.:,;1.700:.........,........,...,<.,........,....,,....,...,.........,...<<.< .K «1913.46.,,...,.....,....<.....<,...,....,.....,,,,........,,., .1429 ............................ 1920 ••LOW•POINT•E Va .1911.94° w Q DATE 1918 ,.,,,,<».. . ..::::: :,:.:PVI°ELEVa «„ PVI. STA •• ,. .,. A 205+00. °1911.`59` ::::::::: <<„ ,. ::::::::: ::::;:;:: ::::;:::: :::::;:::;;:::::;: ;..o..... ,,,...,csio,,.....,,,....,......,,.,......., o:....r.,...,......,.,.<.....,...«........,....,,. : 0:::LOW°POITST-4205+06.14 r,Z; .................... 1918 .B.a-2.85OO . —.3•.087? .100:0"1/C.,.. .. .,, ,,,,,. ..,..<,,,,,... ^•f ;o rn:N�;; ,.,.• ..<..> o- ......................................<..,..,,,,,,... w o, PLAN AND PROFILE STA. 203+50 TO STA. 207+17.62 SOUTH SHORE DRIVE PAVING IMPROVEMENTS 0 1916 ID,,,.., ,.....5 .:............ 1916 1914 „,<,<,,,,,.<,,,,'f':.til.,;:: .,........ EXISTNGxGRADEa :AT;C•NTERLINE.,. _�.-.<.,—. ..: :;:�: ;::::::;: �.[�, :::;;;°:°::..•,.<.. ;.:. . in ,<©....,. :�„�; N ;; r”: ;:;:;::::::::::::: ::::, v m::m;,,,.. :c.� ::;;:;:;:;;;:`:% ,<, �.�... .�::=1 <:::::;:::::;:;:::::::::;:;::::::;;:;:::;:::::::::::::: ,, W. ................ 1914 HASTINGS, NEBRASKA ..,..<.,.......<... .......,, 1912 :::::::::.:;;;::;;::::::::;:;:::;;::::; ::;;; :::::::: ::;:::::: ;:;;::., ::;:;:::::;:: ;:::::;:: ::::;;::;.:;:....,..ilea lilliiii:;: ::;:::::::;:;:::::::::::::;;: ;::::;::: ;:::::;:.::::;::;: :;:;;:;::.:;::;:;:: 1912 1910...• :::;:::::;::;;:AT:CENTERLI ......::;;:::::;:::: ;;:::;:;: ::::::::: ::::::;:; :::;:;;:: ::::::::: PROPOSED•G”ADE:. :;:::::;: E:::;:::;::::::::::;:;;:::::::;::::::::::;;:: ::::::::: ;:::::::: ill :::::::::::::;::;:: ::::::::: :::::::;;::;:;::::; ;;; 0.,.e � ;;::::;:: ;;:;;;::: :;::;:::: ::;:::::. ...,<...,....,..,...,,.,.,,.. ::;:::;:: ;::::::::::;;;::;:: 1910 1908 ::;::::..:::;::;::; ;:; :::::: ::::::::: ;:;:;;;;::::;:;:::: ::;:::::; :::::::;: ::::::::::;:;;::::: :;::::::; ::::::;:: ::;:::;:; ::;;::;:: ::::::::: :::;:;:.; :::::::;: ::::::;:: ::::::;:: :::;::::: ;:::::;:; ;:::;:::::::::;::;:::;;:;:;:: :::::;::::::::::;;:::;;::;::: ::::;:;:: 1908 1906 ::::... :::::::;:: ;::;;:::: ;;:;::::: :;;::::; ::::::::::: ::;;::::; ::;::::;: ;:;:;:::;::;;::;;:: :;:;::::: :::;:::;; ;:;:::::: ::::::::: ;;:::;::: ::::::::: ;::::;::: :;::;:;:: :::;:::;;:;::;::::;::::;::::::;:::;::;::;::::;:::::;:::::::::::::;::;:;:::::::: ::::;:::: .:::::;:: 1906 1904 .. , • .. .. < .. .....::;:;; ...,.........> VERT ::0' ;::::.?;::::;:;4;: 1904 drawn by: TJK checked by: RCK approved by: MMR , � < , , , t%i; . , ,• '� �- , , • ,r �' , � . ..� pt) , , ro �- , . , r � ` , , < , < • , �� M: . r' , , < `- �° � . , . . . r , , NM` ; . ; ; ; : . . n! , , 147 N, , , `� , , • < `J •- , , . ;rn .- r' . , , OQf< M r , , < � , . , ; : ; : :GA .=: , : , :.N �- , .=' , , . < . �°Cyi ; ; : ; ; ; : : �� , , , ,e-- al —<r � . , . „ . < ,0" cV : r,j `– ; ; ; �'V .- . , < . , , Nom. , , , , < • � r < , . , , < ,� , `•.— :-- . , -•� m.�, Irj, .. r,: r, , < < , ,. . < , .lL) . , , ,� ,.- < . , . , « �:. d ,: , . , r-., , < •, , , . < , < .. .. , , , , . , , . , < .. < , , < , . , < , , , . , QA/QC by: project no.: 007-1051 drawing no.: date: 4.23.08 SHEET 13 of 30 203+50 204+00 204+50 205+00 205+50 5 50 206+00 206+50 207+00 0 I— U) tet, Eo o _O LU to O rn n O CL� o in D och� 0 W 0< CL � m U Q H 0 2t� J W U x CC0 - of U 0 Eo o o N ca a 0 W O M N U N % a U Q w Q 0 0 R.O.W. • CAOLSSON ASSOCIATES 2727 West 2nd Street, Suite 105 TEL 402.463.0240 Hastings, NE 68901 FAX 402.463.0187 www.oaconsulting.com ss ss M SS M ili .14 o+oo LIMIT OF CONSTRUCTION N,.,, M .S iiiiiiiii:' M � I REMOVE FENCE SEE CONSTRUCTION & REMOVALS PROTECT HOUSE -"��I/,„- --`!�� Aggi, / FUR INFORMATION 1+00 — — `_ — _ _ — — — — — -- — — ,' it ---- — — _ -.__ /�_ _ i _______ �9ik — — — 4111111111111% POWER POLE TO BE, RELOCATED BY OTHERS — — _ 'lir /o . / __ / .' '+00 t — _ _ ____ ___ We SS I AVMSIf OUTLET STRUCTURE --- -- — — _ — ^ANIIII0 SEE DETAILSAlit CENTER LINE OF --_ TWIN 24"D.I. STORM PIPE EASEMENT ir LIMIT OF CONSTRUCTION �,�/ TWIN 24 D.I. STORM PIPE REMOVE TREE LIMIT OF CONSTRUCTION I SEE CONSTRUCTION SYNTHETIC CONSTRUCTION = ��,�� ; ----- � — - _ --_.. •� ` —7 Q REMOVE FENCE � Sc REMOVALS; FOR INFORMATION //, EROSION CONTROL 41t- & REMOVALS '�/ FOR CONSTRUCTION4 . _Ike ` .,1, Q �A I 7� 4II1I it / 3�, m �� , �� iik4 � / Q / , J/ 43) Or � `•,�Ea....,, %� \ 0 i( - ,,Jjl >1 •, , •-• tt d�tttt ';., sb Ijt ' _8TEMPORARY w� ; oSEE a % ,. .,. ,<'�� afd REVISIONS DESCRIPTION DESCR. REVISIONS SS ,14'1:'�� ,�-,<�:�;.�/ � / / 04 0' 5' 10' 20' / SCALE IN FEET 1912 '--�' ; r............................a.<.. ............,.. 1912 1911 :::::::::::::::::::::::::::;;;:::::;:;;::::;::::::::;::: ::;:::::: ;:;::::;: ;;....... ......,., .....,,.. ,..,,a... ...,.,............. ....,.... ..,..,.., ..,,.,,,. ...,.. ,....�.,...e,...........<..,......... l..a ...............................:GEO:METRICS,:JOINTS;&:GRADES: •SEE• PLAN• AND PROFI LES; ::::::::::;::::::;:::::;::::;;; .,...,.,.................. a....,............,....... 1911 1910 ..,...........<. ...a...... .............................. ........................................,..,................ ...,...., ... . —... :A.M.--C..ti-Mit,AD FOR•STREET••AND•DRIVE•WAY-CONSTRUCTIO REMOVAL StEETS N.......a..,,.. 1910 I DATE •EXISTING• GRADE AT•CENTERLINE�,.... ..,.,...,< ............................a.,. .., STORM SEWER PLAN AND PROFILE STA. 122+45 SOUTH SHORE DRIVE PAVING IMPROVEMENTS HASTINGS, NEBRASKA 2008 1909 ................... ... .....................a.... :...::a::::::::::;:::::;:;...Pf':..,:::;:::::::::;:::;::;::;:: , ..,....,. % ........a,..a .....a.,, e,,..a,,. ::::::::: :::::;;;: ,..,..,,. .,,.,..., :::::;:;:::::..,.:;::::::::;:::;:;:FOR. ,..... ....ea......,,....,.,...,..a,. :SEE•CONSTRUCTION INEET ......,...,,,.a.e.. REMOVALS: INFORMATION••••••::;;:;:::::::;:::;::::::;:::;::;;;:;:::; .............a.....a.,.........,....,., .a...,,............ ..,.,.... ,...,,.,. 1909 1908 ......................................<. TOP:pr: POP.POSED°OUTLET :SEE DETAOS: BOX a..,......,..,.,..a..... PROPOSED•FILL,.a..... •MIN.96"•COVER,,.,.. ; '`.:::...,,," .''' ;..,.<.. — ::. : :;::;:;:: ::;:;:::: ::::::;:: ;:::::;:: :::;::::; :::::;:::::::;:;:°°. ..::;::::::::;::;: :::::::::::;;;;;:::::::;::::: :;::::;;: ::::::;:: 1908 ,— , ;::::::;::::;;:;.::::::;;:... ::;:::.,:::::;:;;;:::::::..., :PROPO WD. PT. E,....,. 1907 :;:::;::;::::;:;::::;;:::::;; ::;;;:::::;:::::;;::::::::;;:::::;::::::;:PROPOSED'PIPE:;:;;::;:;::::::;;::;::': 1907 ...<.e..a....a....,.,,.......,,.....,..,.,,...a,...,,. . AK.EELEV.TIDN:.906%0.0...... 1906 ......................................a...,...... ; :::....a::::;.:;: 1.:19;,,..::::::;;::::;:;::::::;::;:;:::;::;;::;::;::::::;:::;;:;::: ;;:::.,::::: ::;:::::: ::;:::::: :;::::::: :::::;:; co io ;;;; ::::::;:; ::::;::;::;:::::::: ;:::;::;:::::::::;; ;::::::;; :;::::::; 1906 .3o%:,...w :: ._o ................. ........ ;PROPOSED RIPE.,. ::11: ........:::::::::::: 1905 .: .......................,...,..........a...,. PROPOSED:PIPE:. ..T.,... ..,..,....,,......, 'r......,...a.,...,......,.........,a.....,...........,.........,.... 1905 1904 0, (n ,. J 1904 —w 1903 e . . . ..... ............................. e e . , e , . . . . , . a . . , a . .� s ;moi ..a.,�.,....,.,.... .T. ; �G . r . . , :.,v a . , . . . , , , , , . . ..�:t:.. ..,L`a .,. `"'> . �i. .. ... . . . . . a a . . a . , , - , . . < . . . , . , . . , . . . , a . . . . < a a < . , . . , , a . . , ....... . , . . . a .. ... ,...,...a,...:.::.:::;:::::.;::::::;::::;:::::;:;:::;;::; , . < a :::::;:;;;;.VERT°aOa'e 1903 �,�,,. W W ,J 0+00 0+50 1+00 1+50 2+00 \\ M SS • O )9,6>/ EASEMENT PROTECT TREE SIDEWALK TO BE REMOVED AND REPLACED PROTECT HOUSE , / M ,. M / 0 ICAOLSSON ASSOCIATES 2727 West 2nd Street, Suite 105 TEL 402.463.0240 Hastings, NE 68901 FAX 402.463.0187 www.oaconsulting.com 0+00 SEE CONSTRUCTION & REMOVAL SHEETS FOR INFORMATION tr�- 1+00 ,�,\ / ` �, `� TEMPORARY SYNTHETIC �,� l EROSION CONTROL PIPE COLLAR SEE CONSTRUCTION & REMOVALS si \ FOR CONSTRUCTION / , / �' A .� / ��S"" row,, ' /ftillibbv.- LIMIT OF CONSTRUCTION —49' IStf atti swim •:;-‘0121Z67i.Itttyde * 'i n. • MA RIFFv M. i jE-10074 NEB,zIk- Jib PROPOSED 24" RD. EQ. R.C. STORM PIPE 4(�� •' (Y0 44%, f – - - 40/ OUTLET STRUCTURE — — — — �rvNEU �, SEE DETAILS LIMIT OF CONSTRUCTION -� PROTECT POWER POLES TO BE RELOCATED BY OTHERSPIPPr At------'""� R.O.W. -- / EXISTING CONCRETE WALL / o ,j A I `s 1"=10' REVISIONS DESCRIPTION DESCR. REVISIONS 0' 5' 10' 20' SCALE IN FEET s 1 1912 . 1912 1911 ...<................................... ::::::::::;:::;:::;; :::::::::::::::::::::;::::::::;;:: ...°...........,... .,...,.°. .......,, ,..,,.... .,...,... ......... ,........ <....,.,. ......... ,...,.... �........... . .� . ... .SEE°PLAN . CEOMETRIGS, AND•PROFILES...............................,. 'J©INTsi-G ... , ° ........................ 1911 1910 .°.•...,...°..° ° ° . ° :•••• :::::::::::::;:::::::: .......................;AND;CONSTRUCTION:A ... , ...... , . , ........ ::::::;:: ::::::.::::::::;::: ::::::;:: :::;:::::::;;:::;:: EXI'STING ;GRADE ;:::;::;: AT CENTERLINE..... :::::;;:: , ......... ;:,�::: ::::::::: � , .... , :::::::;: ..... , ;:::::::; ::::::;:: ::::::::: ::::::::: ::::::::: ••:••,::: ::::::::; ;:::::::; ::::::::: FOR °STREET :::::;: D'RE'OV`L°SHEETS AND DRIVE. ::::::::::::::::::;:;;:::;;:::;; NAY CONSTRUCT'ON .,.,.....,.....°.... ....... . .. . :;::::::: ... . .. . 1910 o 0 1909 ............................. /... . PIPE :COLLAR :.. : SEE DETAIL....,,...., .......,. ..... . ,PROPOSED'PI PE..,. ;. -- ._,SEE•CONS •:FOA .INLET 'UCTION-REMOVALS,...,...°,...............,,....,....,,..,. NFORMATION'::::: ;:::::::::::;:;:;:::::::::::: ::;:;::;- 1909 STORM SEWER PLAN AND PROFILE STA. 205+59 SOUTH SHORE DRIVE PAVING IMPROVEMENTS HASTINGS, NEBRASKA 2008 1908 :::::;:;:::::::;:::::::TOP•OFPOR�OSEDsOUTLETBOX ................<...,..,...,..,.....,.:SEE DETAILS:.......... ;;:;:::::::::;;:° ..,.,. ..:.:,, PROPOSED: FILL :2..°° MIN.: 6'':COV. ` �F.`�:,:.:::;.:;:::::::.:::;::::;:::::::::: °: is ::::::::: P.... .::;::::: :::::::;: ;:.:::::: :::`°:::. ;:;:;:; :;;:,.... " ::;:;.<......:;;:: ::;`::,,, °.,°,....., ..,...... ......,.. ,........ ......,....<..........,.,°.,. ..........<........ .,,.,...,............,......,........°.........,, ........,..,............° ........................ A. __ :''/: °PROPOSED°PIPE..... .. ..::: :::; ::::::::; ::::;:;;:::;::::;:: 1908 1907 1907 1906 LAKE: ELEVATION =19)6.00:::;::;::;:::.::: PROPOSED°PIPE:..., .w ..a= _; 190?.9O 1906 °.0.30%.,.......,....<,.. T->.................,.. ._ .._ .--.. w Z-Li 1905 ::::::::::::::::::;:::::;:::: :;:;;:::: :;:;;:;;:::.....:°.::::::;::: � ` :::::;..:PROPOSED:PIPE::::::;:::::;::::: ::;:::°:' ;:...e... ...,,.... ......°.. ..,.,.,,......,.... ........: .:::::::: .::::::::::::::::::: 1905 1904• 0 1904 EGIU° PIPE 'S L` `ECFV` 1<. �LLAR °STA °0`;:;;:::::;::;; U'i° o°........................ ::::::;:::::::::::::::.....,. ..°.........,..... ...................,.,..°,.,....,.°.....,.,..,. HORZ. • 1903 ....°.°,<..°.°.°,°....° ...... ......... '':.... :,;... • :::;:;: ::;::;::::;::;::;:: :;::::::::::::;;;,.:::::::;•• :. .•:::: 1903 L,,,� ;w.W a. .............°..,.......,............::::::......;:::' ti_. . - . 0+00 0+50 1+00 1+50 2+00 0 F- i co F) o o o0 N w .n 0 00- UI 0 X o� o 0) CO 0 s w .C/) (/ m 0 1 ca. c) 2 w Q U 0 J O a .6 a) E "4- 00 o co 2 0 w N N O % n. 0 < 00 A/ BUILD STORM SEWER CURB INLET D NO. STATION SIDE RIM EL. F.L. EL. X Y 1 105+16 14' LT 1921.05 1916.73 4.32 12 2 105+16 14' RT 1921.05 1917.05 4.00 12 BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 1 18"x169' 6.1% CURB INLET 1 FL. 1916.73 TO F.E.S 1 FL. 1906.50 2 18"x32' 1% CURB INLET 2 FL. 1917.05 TO CURB INLET 1 FL.1916.73 BUILD FLARED END SECTION A NO. STATION SIDE SIZE F.L. EL. 1 105+01 183.5' LT. 18" 1906.50 CURB INLET SEDIMENT FILTER QUANTITY UNITS 20 EA. PROTECT FENCE PROTECT TREE 102+0 TEMPORARY SYNTHETIC EROSION CONTROL FOR CURB INLETS QUANTITY UNITS 400 L.F. \ \ \ BUILD 6" P.C. CONCRETE DRIVEWAY a STA. TO STA. SIDE SQ. YDS. 103+ 79 LT 121 104+34 LT 621 BUILD 6" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB T - STA. TO STA. SIDE SQ. YDS. 101+54 — 105+50 LT & RT 1223 102+48 LT 335 PROTECT BUILDING PROTECT TREE POWER POLE TO BE RELOCATED BY OTHERS INSTALL 104 L.F. OF TEMPORARY SYNTHETIC EROSION CONTROL I I I I I I I I I I I I I I I I I I I 1111111mo...__Z 1"=20' 0' 10' 20' 40' SCALE IN FEET PROTECT TREE BURLINGT� \ LIMITS OF CONSTRUCTION AI" A._ AO _.ligierv Air 103+00 — G C: WATER MAIN TO BE LOWERED AS NEEDED FOR 18" SEPERATION BETWEEN STORM SEWER AND WATER MAIN. CENTER 20' PIECE OF PIPE AT CROSSING. INSTALL 30 L.F. OF 6" D.I.P. WATER MAIN, 4-6" M.J. 45' BENDS REMOVE 60 L.F. OF EXISTING STORM SEWER PROTECT MANHOLE P- OH G P -OH ROW ss CJS SS SS LIMITS OF CONSTRUCTION s f ss ROW 5 O �JJ ss GAS TO BE RELOCATED BY OTHERS ss BOJ REMOVE DRIVEWAY k\` STA. TO STA. SIDE SQ. YDS. 103+79 LT 142 104+10-105+68 LT 964 REMOVE PAVEMENT V/, STA. TO STA. SIDE SQ. YDS. 101+50-105+50 LT & RT 1400 LARGE TREE REMOVAL STATION SIDE EA. 105+20 54' LT. 1 ADJUST VALVE TO GRADE STATION SIDE 105+40 45' RT ADJUST CURB STOP TO GRADE QUANTITY UNITS 41 EA. i T7\ �CO 00 00 J REVISIONS DESCRIPTION Q U v, w 0 w 0 w 0 W Z W F— �W 02 W O O� D Z Q 0 HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 16 of 30 0 I (J'o o 0 w O 7,1 0 0 -- UI xl oS— .,- ti0 CD a,o o o �w �(f) m °► tr) a0 E Fo / .. iL- cn w J I' Qx U 0 i O 0 �0) E d- 0 0 0 co 2 0 w � N ao 0 N O cla CD Q D C I I I I BUILD 6" P.C. CONCRETE DRIVEWAY STATION STA. TO STA. SIDE SQ. YDS. 105+86 RT 41 106+08 LT 77 107+34 RT 81 107+35 LT 43 108+15 RT 77 108+19 LT 24 109+00 RT 70 109+12 LT 20 109+40 RT 58 BUILD 6" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB STA. TO STA. SIDE SQ. YDS. 105+50 - 110+00 LT & RT 1400 // LIMITS OF CONSTRUCTION ROW N TI. fli• .r ,ry — v v zIJJL -,-- - - �' ill � . Ma.\�i•�� Aior® "Ayitirs*Jrzr7,2,73z AfiPa . •matr dr�/LI0/Ieei/® I !►' ,�' ��`!i�e��I�!�ii•�i•II►�I�I fleAr � A„,,,, � d 'aAirArieorrzermAzezedirezoinartAr �.'. .d .e d, o . c c ` �+ � 6 .......w ..._ 1\44„..‘7 1!.kw P-OH Arar O Q. d ed d d . ad ROW LIMITS OF — CONSTRUCTION • PROTECT TREES PROTECT FIRE HYDRANT ADJUST MANHOLE TO GRADE STATION SIDE EXIST.GRADE PROPOSED GRADE 109+43 5' LT 1928.74 1928.46 ADJUST VALVE TO GRADE STATION SIDE 106+80 14' RT REMOVE DRIVEWAY kN I STA. TO STA. SIDE SQ. YDS. 105+86 RT 59 106+08 LT 83 107+34 RT 102 107+35 LT 36 108+15 RT 101 108+19 LT 21 109+00 RT 94 109+12 LT 17 109+40 RT 76 REMOVE PAVEMENT I//, STA. TO STA. SIDE SQ. YDS. 105+50 — 110+00 LT & RT 1186 IN 0' 10' 20' 40' SCALE IN FEET REMOVE/RESET MAILBOX STATION SIDE 106+50 RT 107+61 RT 108+39 RT 109+22 RT www.oaconsulting.com etCO 0 0 C6 C6 (0 J REVISIONS DESCRIPTION Cif), w 0 w 0 w Z z 0 Co L1. Q O 0++ W�/ LL 0 < (i) Z 00 U+ 0 CY Z O 0 W t" W 02 W 0Q Co �c HO Z Q CO 0 N drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 17 of 30 O I- o o 0 N w C CCPD v 00- 00 � x o� • o rn 0 0 MI -= W .Q o_Ct-i CL. CD Nor\ a W J Qx O O i O o .6 a) 0 o� co Z o w N C° 0 N O % a (-3 < LU 00 BUILD 6" P.C. CONCRETE DRIVEWAY , STA. TO STA. SIDE SQ. YDS. 110+66 LT 26 110+85 RT 42 111+19 LT 26 112+28 RT 40 113+11 RT 41 114+18 LT 27 BUILD 6" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB , STA. TO STA. SIDE SQ. YDS. 110+00 - 115+00 LT & RT 1556 110+00 - 110+64 RT 157 RECONSTRUCT SANITARY MANHOLE STATION SIDE RIM EL. 110+68 9' RT. 1926.91 \ \ \ *R-- ROW PROTECT FENCE 1"=20' 0' 10' 20' SCALE IN FEET LIMITS OF CONSTRUCTION POWER POLE TO BE RELOCATED BY OTHERS 60 1 \ \ ems. 111+00* r441W*10 C " 112+ 114+0 C) 40' 41.,/ 4,.. Az>, 4 :-. %1 lim- .- - - i wir. 0 kf * 7 &47.41 - ini P 0 H "Artj re#017. drry:#1,,:r7AAArr,Wr rt Wirea","v f FP'7Ja lOrAi raii4A, VA dA0Are "4 At fir 3''. 1.9 reir.4 "ArAW/ r ( 4 ‘11* r8tx‘x4eZAA r#1 7 AS1,4*KOVA#A7,1571,14APVA .°A1VrAfAcivAiAlicAlgOA 'FAA rff-AWAFr e "Mr ;$kkkjT ItIVW 1 LIW 404/ k 1 / Wi*t "II 644MM4 %V- fl v Ld LIMITS OF CONSTRUCTION ROW 1 ADJUST MANHOLE TO GRADE STATION SIDE EXIST.GRADE PROPOSED GRADE 112+41 7' RT 1924.70 1924.33 ADJUST VALVE TO GRADE STATION SIDE 110+25 14' LT 110+26 18' RT 111+53 16' LT 111+93 22' LT '5 REMOVE DRIVEWAY 1\\` STA. TO STA. SIDE SQ. YDS. 110+66 LT 38 110+85 RT 46 111+19 LT 46 112+28 RT 38 113+11 RT 42 114+18 LT 44 REMOVE PAVEMENT I//, STA. TO STA. SIDE SQ. YDS. 110+00 - 115+00 LT & RT 1292 REMOVE/RESET MAILBOX STATION SIDE 111+03 RT 111+73 RT 112+07 RT 112+95 RT 114+16 RT cri 1 Zu O` No " a 0 www.oaconsulting.com 0 5 m ED_ �o co -aco Z ro(ac- Nt y (6 N REVISIONS DESCRIPTION 0 w 0 w 0 w 0 w Z z 0 ct VJ >z c 0 ce0 Oc \ O- W F -O DZ OQ a_ 0 O N HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 18 of 30 cr 0 i 0)u) 00 LU o_ rn� z 0 00I O I— IT) x r -- o) o) O 0 0 re)i v• w �m CI - 0 t ao_ N f0 iL- w J ¢x v 0 J / 0 v 6O E �n O 0 0 co w 0 � N O N O CU Q LU CD I— dl BUILD 6" P.C. CONCRETE DRIVEWAY STATION STA. TO STA. SIDE SQ. YDS. 115+13 RT 68 116+44 RT 45 116+96 RT 54 117+51 LT 47 117+85 RT 43 118+85 RT 70 119+77 RT 20 BUILD 6" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB d STA. TO STA. SIDE SQ. YDS. 115+00 — 120+00 LT & RT 1556 fi i f I LIMITS OF CONSTRUCTION ROW !oI w v) I 0 GAS TO BE RELOCATED BY OTHERS �11N/ r ON P -OH PROTECT TREES SS ROW — 8+00 1.1 '.""_,' '►'�' jtotialik.Aalwar A if zee-.. tear IIS /+' 'AP %%` .�' ' , ��'®�• �/ Avi LVA‘NakA4 Ad/ril 1W• + I POWERPOLE TO BE J,Nip �i RELOCATED BY OTHERS ''�-1 i'`� e741 111 / 111x 1 119rilitirAl „41 iv P01- ... __ •AgE5iArAmmapprr......„i ,..,,,,,, ill ,rwis-(14MA,Alry AMC ,A410.#01( 4 ' 4.1,-- 4* *......N.. -N. 1r 401 .. 7-074* .07 1. f \ i OW OF CONSTRUCTION LIMITS OF! CONSTRUCTION PROTECT TREE ROW '5 ADJUST MANHOLE TO GRADE STATION SIDE EXIST.GRADE PROPOSED GRADE 116+96 2 LT 1919.58 1919.46 119+69 11 LT 1914.60 1914.37 ADJUST VALVE TO GRADE STATION SIDE 115+87 19 LT 115+92 20 LT 115+92 22 LT 116+70 18 RT 119+12 8 RT 119+17 14 RT 119+85 21 LT 119+98 22 LT REMOVE DRIVEWAY K\ \I STA. TO STA. SIDE SQ. YDS. 115+13 RT 68 116+44 RT 63 116+96 RT 79 117+51 LT 48 117+85 RT 75 118+85 RT 106 119+77 RT 31 REMOVE PAVEMENT V/, STA. TO STA. SIDE SQ. YDS. 115+00 — 120+00 LT & RT 1228 LARGE TREE REMOVAL STATION SIDE EA. 117+98 23' LT. 1 119+99 20' RT. 1 CD REMOVE/RESET MAILBOX STATION SIDE 115+35 RT 116+26 RT 119+55 RT 119+58 RT 119+61 RT BUILD STORM SEWER CURB INLET ❑ NO. STATION SIDE RIM EL. F.L. EL. X Y 7 118+98 14' LT 1916.33 1912.33 4.00 12 8 118+52 14' RT 1917.30 1913.30 4.00 12 BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 9 18"x56' 1.73% CURB INLET 8 FL. 1913.30 TO CURB INLET 7 FL. 1912.33 N 1 1"=20' 0' 10' 20' 40' SCALE IN FEET Zu O� No J a 0 www.oaconsulting.com REVISIONS DESCRIPTION c w w 0 z O ce Wf— > z ow • Q Oc a cn2 HO �z o 11 O N HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 19 of 30 Ix 0 I •�o 00 cn 0 z oo 0'- r" --o CD 0) o 0 0 _ �� Q �m 0_0_ ER 0 i �w Q U 0 0g 6o E 0� zco0 wo � N 0 CON O % a CD w Q CC BUILD 6" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB 0 STA. TO STA. SIDE SQ. YDS. 120+00 - 125+00 LT & RT 1556 121+08 - 121+76 LT 140 BUILD SHORELINE WALL STA. TO STA. SIDE L.F. 121+80 - 121+83 175' LT 3 121+90 - 121+93 175' LT. 3 BUILD 6" P.C. CONCRETE DRIVEWAY NO. STA. TO STA. SIDE SQ. YDS. 120+05 LT 22 120+50 RT 70 120+94 LT 45 122+32 RT 30 123+21 RT 36 123+42 LT 44 124+17 RT 57 124+59 LT 39 CONCRETE SHORELINE WALL BUILD STORM SEWER CURB INLET ❑ NO. STATION SIDE RIM EL. F.L. EL. X Y 9 122+36 14' LT 1912.21 1907.00 5.21 12 10 121+81 14' RT 1912.49 1907.75 4.74 12 11 121+58 36.9' RT 1913.02 1908.63 4.39 12 12 121+27 36.9' RT 1913.02 1908.85 4.17 12 13 122+92 14' LT 1911.93 1907.17 4.73 12 14 123+85 14' LT 1911.54 1907.44 4.10 12 15 123+85 14' RT 1911.54 1907.54 4.00 12 16 122+92 14' RT 1911.93 1907.90 4.00 12 BUILD STORM SEWER OULET BOX A NO. STATION SIDE RIM EL. F.L. EL. 1 121+86 174' LT 1908.25 1905.50 BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 10 30"x65' 1.2% CURB INLET 10 FL. 1907.75 TO CURB INLET 9 FL. 1907.00 11 24"x29' 3% CURB INLET 11 FL. 1908.63 TO CURB INLET 10 FL. 1907.75 12 24"x35' 0.6% CURB INLET 12 FL. 1908.85 TO CURB INLET 11 FL. 1908.63 13 24"x41' 0.4% CURB INLET 13 FL. 1907.17 TO CURB INLET 9 FL. 1907.00 14 18"x91' 0.3% CURB INLET 14 FL. 1907.44 TO CURB INLET 13 FL. 1907.17 15 15"x32' 0.3% CURB INLET 15 FL. 1907.54 TO CURB INLET 14 FL. 1907.44 16 15"x32' 2.3% CURB INLET 16 FL. 1907.90 TO CURB INLET 13 FL. 1907.17 17 18"x10' 1% END OF PIPE 17 FL. 1908.73 TO CURB INLET 11 FL. 1908.63 18 18"x10' 0.3% END OF PIPE 18 FL. 1908.88 TO CURB INLET 12 FL. 1908.85 BUILD CLASS 52 D.I. STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 19 24"X158' * CURB INLET 9 FL. 1907.00 TO STORM OUTLET FL. 1905.50 20 24"X158' * CURB INLET 9 FL. 1907.00 TO STORM OUTLET FL. 1905.50 * SLOPES VARY, SEE STORM SEWER PLAN AND PROFILE SHEETS FOR SLOPES DcO PROPOSED DRAINAGE EASEMENT CITY SHALL VERIFY EASEMENT LOCATION PRIOR TO CONSTRUCTION LIMITS OF CONSTRUCTION 0 REMOVE FENCE 10 L.F. INSTALL 88 L.F. OF TEMPORARY SYNTHETIC EROSION CONTROL INSTALL 100 L.F. OF TEMPORARY SYNTHETIC EROSION CONTROL iii itteoty44444, ) 1., *""- L1 ie.4:0*),:okioitro STA. 122+25 TO STA. 124+00 GAS TO BE RELOCATED BY OTHERS I 0 POWER POLE TO BE RELOCATED BY OTHERS) ss _. LIMITS OF CONSTRUCTION V M REMOVE EXISTING STORM SEWER STRUCTURE POWER POLE TO BE RELOCATED BY OTHERS ADJUST MANHOLE TO GRADE STATION SIDE EXIST.GRADE PROPOSED GRADE 123+13 4 RT 1911.85 1911.52 ADJUST FIRE HYDRANT TO GRADE STATION SIDE EXIST.GRADE PROPOSED GRADE 120+78 21 RT 1913.84 1913.40 ADJUST VALVE TO GRADE STATION SIDE 120+26 17 LT 120+79 19 RT 121+04 24 LT WATER MAIN TO BE LOWERED AS NEEDED FOR 18" SEPERATION BETWEEN STORM SEWER AND WATER MAIN. CENTER 20' PIECE OF PIPE AT CROSSING. INSTALL 30 L.F. OF 6" D.I.P. WATER MAIN, 4-6" M.J. 45' BENDS O�. oq- 5 ROW C) REMOVE PAVEMENT I//, STA. TO STA. SIDE SQ. YDS. 120+00 - 125+00 LT & RT 1282 REMOVE DRIVEWAY k\`J STA. TO STA. SIDE SQ. YDS. 120+05 LT 24 120+50 RT 79 120+94 LT 50 122+32 RT 53 123+21 RT 58 123+42 LT 55 124+17 RT 61 124+59 LT 49 REMOVE CONRETE RETAINING WALL STA. TO STA. SIDE L.F. 121+80 - 121+93 175' LT 13 REMOVE/RESET MAILBOX STATION SIDE 120+91 RT 121+01 RT 123+58 RT 123+61 RT 124+03 RT 124+99 RT LARGE TREE REMOVAL STATION SIDE EA. 122+18 60' LT. 1 123+06 26' LT. 1 1"=20' 0' 10' 20' SCALE IN FEET 40' Zu O ` No v) Ja 0 www.oaconsulting.com REVISIONS DESCRIPTION z 0 U5 oW ct w w I_ 0 w0 �z 0 0 Z 0 U 0 to (Ni F- 0 F- 0 0 N (I) W W Cl LT1 0Q Z 0.. cot F- J Z 0 Q 0_ CO 0 N HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 20 of 30 0 I- V) ('o o 0 N w i 0 Cr) Z 0 0 00 II - 1 XI o. - I" -• o a) 0 0 M -C w (i)� � Q CO o 0_ CD ER o ity, �- N J 2' aX 0 J � o o 6• o E Ln 0 o coi 2 0 wo N 00 0 N O C.0 • Q Q 0 BUILD 6" P.C. CONCRETE DRIVEWAY D a STA. TO STA. SIDE SQ. YDS. 125+16 RT 22 125+71 RT 46 125+87 LT 42 126+67 LT 68 128+22 LT 43 128+61 LT 111 BUILD 6" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB D a STA. TO STA. SIDE SQ. YDS. 125+00 - 129+28 LT & RT 1333 129+28 - 129+92 LT & RT 403 C) C) 1 LIMITS OF CONSTRUCTION USE EXTREME CAUTION NEAR EXISTING UNDERGOUND ELECTRIC J4' ROW ROW 41,0* 11.1.1.1.11101.1.1MOMININ 11141:4,14.16111MMN% 4," AsATAIW Mal i.NI 127+00��I, 2aNlik 11 illak Nbill Attklik ;b7 I I kt.lbAX,IM AtALW& , 0 r A , /177 ze, 4 zzigerpiwyrffir J�' ♦ '� �� a ��r / .�i�© lAli9Aiti�® a //his i Filv°2wroPoiZZ,virle0744v ��ii �� rffr-wv#, � IP" 14 1"=20' 0' 10' 20' 40' SCALE IN FEET INSTALL 35 L.F. OF TEMPORARY SYNTHETIC EROSION CONTROL PROTECT EXISTING R.C. F.E.S. REMOVE EXISTING STORM SEWER STRUCTURE 17 / / OA/ REMOVE 100 L.F. STORM SEWER PIPE ROW C) LIMITS OF CONSTRUCTION WATER MAIN TO BE LOWERED AS NEEDED FOR 18" SEPERATION BETWEEN STORM SEWER AND WATER MAIN. CENTER 20' PIECE OF PIPE AT CROSSING. INSTALL 30 L.F. OF 6" D.I.P. WATER MAIN, 4-6" M.J. 45' BENDS POWER POLE TO BE RELOCATED BY OTHERS WATER MAIN TO BE LOWERED AS NEEDED FOR 18" SEPERATION BETWEEN STORM SEWER AND WATER MAIN. CENTER 20' PIECE OF PIPE AT CROSSING. INSTALL 30 L.F. OF 6" D.I.P. WATER MAIN, 4-6" M.J. 45' BENDS ox / 16 PROTECT EXISTING 30" RD. EQ. R.C. CULVERT PIPE GAS TO BE RELOCATED BY OTHERS REMOVE AND RESET REINFORCED CONCRETE F.E.S. , C) 0 BE RELOCA D BY OTHERS\ ADJUST MANHOLE TO GRADE STATION SIDE EXIST.GRADE PROPOSED GRADE 126+19 3 RT 1912.21 1911.84 128+87 14 LT 1912.88 1912.80 C) ( 0�0 REMOVE DRIVEWAY \\`I STA. TO STA. SIDE SQ. YDS. 125+16 RT 21 125+71 RT 49 125+87 LT 51 126+67 LT 80 128+22 LT 41 REMOVE PAVEMENT I//, STA. TO STA. SIDE SQ. YDS. 125+00 - 129+92 LT & RT 1556 REMOVE/RESET MAILBOX STATION SIDE 125+49 RT 125+53 RT 126+98 RT 126+99 RT 128+35 RT 128+53 RT LARGE TREE REMOVAL STATION SIDE EA. 125+07 25' LT. 1 126+14 26' LT. 1 127+98 30' RT. 3 C) U) U) BUILD STORM SEWER CURB INLET ❑ NO. STATION SIDE RIM EL. F.L. EL. X Y 17* 129+60 21' LT 1912.03 1908.33 3.70 6 18* 129+58 26' RT 1912.08 1908.76 3.32 6 19 127+50 14' RT 1911.91 1908.75 3.16 8 20 127+50 14' LT 1911.91 1908.85 3.06 8 * NEW CURB INLET TO BE CONSTRUCTED BY REMOVING TOP OF EXISTING 30" RD. EQ. R.C. CULVERT PIPE. BUILD REINFORCED STORM SEWER PIPE .0 NO. SIZE SLOPE DESCRIPTION 21 15"x32' 0.3% CURB INLET 20 FL. 1908.85 TO CURB INLET 19 FL. 1908.75 22 18"x208' 0.2% CURB INLET 19 FL. 1908.75 TO CURB INLET 17 FL. 1908.33 23 30"x16' RD EQ 0'39° EXISTING STORM CULVERT FL. 1908.80 TO RELOCATED F.E.S. FL. 1908.85 Z� Oa No V') v) J a 0 www.oaconsulting.com co 0 U) 6-5 co ID cw N Z N 4f N REVISIONS DESCRIPTION U w ) w F- 0 w a Z Oz ' (I ) w CC CONSTRUCTION AND REMOVAL STA. 120+00 TO STA 130+10 w �-- � W o� w cp 0Q I a- C.0 2 DZ 0 > a_ o O N HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 21 of 30 O .(0 t E O o r 0 Ti v) 0 O rnR- 3 O O a_ UI O X O - O O O V) �I w N a_a_ 00 Eo i1 J LLI QX U 0 J O E 0 0 o ,- N CO Z O CD � N 0 U N O cS< w CD Q 0 BUILD 6" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB D STA. TO STA. SIDE SQ. YDS. 200+14 - 203+50 LT & RT 1089 BUILD 6" P.C. CONCRETE DRIVEWAY STATION STA. TO STA. SIDE SQ. YDS. 201+16 LT 20 201+33 RT 35 202+18 LT 24 202+48 LT 50 LIMITS OF CONSTRUCTION ROW V 00 0 STA. 200+00 TO STA. 207+00 GAS TO BE RELOCATED BY OTHERS G ROW LIMITS OF CONSTRUCTION X \ OO ROW LIMITS OF CONSTRUCTION 1" = 20' (<, 111.11.111111111111i 0' 10' 20' 40' SCALE IN FEET ADJUST MANHOLE TO GRADE STATION SIDE EXIST.GRADE PROPOSED GRADE 202+29 9 LT 1916.38 1915.75 203+11 15 LT 1914.46 1914.83 REMOVE PAVEMENT I//, STA. TO STA. SIDE SQ. YDS. 200+14 - 203+50 LT & RT 921 REMOVE DRIVEWAY k\` STA. TO STA. SIDE SQ. YDS. 201+16 LT 34 201+33 RT 40 202+18 LT 30 202+48 LT 57 REMOVE/RESET MAILBOX STATION SIDE 200+94 RT 201+05 RT 202+31 RT 202+33 RT Zw Oa No 0 J a www.oaconsulting.com REVISIONS DESCRIPTION U w w 0 w 0 WZ • + O c 20 W . Ct 'fivn J < 0 Z • 0 U d- � O . Z < • CD Wz I- > W WW ceO O� (2 h0 D Z 0 0 CO O N HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 22 of 30 0 N tr) '� o p p rnR v O 0 00 `� O rno p C> M a.a. o Q EcD Uw Q X 0 0 E C/5 v o o N co 2 O W p � N 0 CON 0 % a ¢ s"G STA. 200+00 TO STA. 207+00 GAS TO BE RELOCATED BY OTHERS LIMITS OF CONSTRUCTION 12' 12' L Ir it CONCRETE SHORELINE WALL BUILD PIPE COLLAR FL 1905.89 PROPOSED DRAINAGE EASEMENT CITY SHALL VERIFY EASEMENT LOCATION PRIOR TO CONSTRUCTION BUILD 66 L.F. OF TEMPORARY SYNTHETIC EROSION CONTROL ROW BUILD 55 L.F. OF TEMPORARY SYNTHETIC EROSION CONTROL C) tt CH TREE ROW LIMITS OF CONSTRUCTION i/ SANITARY SEWER SERVICE TO BE LOWERED AS NEEDED FOR 12" SEPARATION BETWEEN STORM SEWER AND SANITARY SEWER SERVICE. INSTALL 20 L.F. OF 4" P.V.C. SANITARY SEWER SERVICE PIPE, REQUIRED FITTINGS SUBSIDIARY TO 4" PIPE WATER MAIN TO BE LOWERED AS NEEDED FOR 18" SEPERATION BETWEEN STORM SEWER AND WATER MAIN. CENTER 20' PIECE OF PIPE AT CROSSING. INSTALL 30 L.F. OF 6" D.I.P. WATER MAIN, 4-6" M.J. 45' BENDS REMOVE DRIVEWAY 1\\`I STA. TO STA. SIDE SQ. YDS. 203+76 LT 33 203+90 LT 70 204+72 RT 22 205+35 LT 87 205+68 RT 78 206+04 LT 23 206+67 LT 93 REMOVE PAVEMENT I//, STA. TO STA. SIDE SQ. YDS. 203+50 - 207+16 LT & RT 1011 REMOVE/RESET MAILBOX STATION SIDE 203+75 RT 203+82 RT 205+06 RT 205+10 RT LARGE TREE REMOVAL STATION SIDE EA. 203+59 TO 205+50 22' RT. 14 206+71 17' RT. 1 REMOVE SIDEWALK h\\1 STA. TO STA. SIDE SQ. YDS. 205+31 - 205+41 155' LT 16 REMOVE CONRETE RETAINING WALL STA. TO STA. SIDE L.F. 205+30 - 205+41 155' LT 24 ADJUST MANHOLE TO GRADE STATION SIDE EXIST.GRADE PROPOSED GRADE 204+72 16.5' LT 1912.54 1912.35 ADJUST VALVE TO GRADE STATION SIDE 203+90 36 LT BUILD 6" P.C. CONCRETE DRIVEWAY STA. TO STA. STA. TO STA. SIDE SQ. YDS. 203+76 LT 32 203+90 LT 81 204+72 RT 18 205+35 LT 62 205+68 RT 70 206+04 LT 21 206+67 LT 106 BUILD 6" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB D 6 STA. TO STA. SIDE SQ. YDS. 203+50 - 207+16 LT & RT 1040 BUILD 4" P.C. CONCRETE SIDEWALK STA. TO STA. SIDE SQ. YDS. 205+30 - 205+35 155' LT 6 205+37 - 205+41 155' LT. 6 C' BUILD REINFORCED STORM SEWER PIPE 0 NO. SIZE SLOPE DESCRIPTION 3 24"X48' RD. EQ. 0.3% STORM OUTLET FL. 1905.75 TO PIPE COLLAR FL. 1905.89 4 24"x95' RD. EQ. 2.1% CURB INLET 3 FL. 1907.90 TO PIPE COLLAR FL. 1905.89 5 18"x56' 0.3% CURB INLET 4 FL. 1908.06 TO CURB INLET 3 FL. 1907.90 6 15"x32' 0.3% CURB INLET 5 FL. 1908.16 TO CURB INLET 4 FL. 1908.06 7 24"x108' 2.1% CURB INLET 6 FL. 1910.15 TO CURB INLET 3 FL. 1907.90 8 18"x50' 4.4% CURB INLET 7 FL. 1912.33 TO CURB INLET 6 FL. 1910.15 BUILD STORM SEWER CURB INLET I NO. STATION SIDE RIM EL. F.L. EL. X Y 3 205+59 14' LT 1912.54 1907.90 4.64 4 4 205+08 14' LT 1912.16 1908.06 4.10 12 5 205+08 14' RT 1912.16 1908.16 4.00 12 6 206+61 14' RT 1914.15 1910.15 4.00 12 1"=20' 0' 10' 20' 40' SCALE IN FEET LIMITS OF CONSTRUCTION ROW BUILD STORM SEWER OULET BOX A NO. STATION SIDE RIM EL. F.L. EL. 2 205+36 157' LT 1907.83 1905.75 BUILD SHORELINE WALL STA. TO STA. SIDE L.F. 205+30 - 205+35 155' LT 9.5 205+37 - 205+41 155' LT. 9.5 Z� O� No J 0 www.oaconsulting.com CO CV 0 CS> CD CNi 0 m ``^^ coQ CO LS CO �w N z m N y (Q N = REVISIONS DESCRIPTION D U LTJ 0 w 0 w 0 W F-- • W 02 / W c O Octa_ CO2 H D Z O Q 0 CO O N HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 23 of 30 0 I- • ` o o0 N w u) 0 00 II - X o 0 0 M C w (I) ao ER 2 w N w J � Q U 0 J 0 a E'er O O co 2 0 w � N o0 o N O C3 Q 100+00 1p2+oo ND„ 9 12' GEOMETRIC CONTROL POINTS 0 ® 10 P.I. 100+00 N(Y)= 8668.99 E(X)= 12593.91 101+54.0 - 12.0' 101+54.0 - 12.0' 101+94.0 - 14.0' 101+94.0 - 14.0' P.I. 102+43.85 N(Y)= 8913.8 E(X)= 12497.2 LT RT LT RT 102+31.9 - 97.9' LT 102+55.8 - 100.2' LT 102+33.8 - 57.9' LT 102+61.7 - 60.6' LT 40.0' RADIUS RP= 101+93.96 - 54.00' LT N(Y)= 8863.46 E(X)= 12541.78 PC= 101+93.96 - 14.00' LT PT= 102+33.78 - 57.86' LT 40.0' RADIUS N(Y)= 8971.96 E(X)= 12542.82 RP= 103+2.47 - 54.00' LT PC= 103+2.47 - 14.00' LT PT= 102+62.66 - 50.14' LT to N N(1' N CO 103+100 04+00 R�5 ms's rn 0 ND ND �s 16.57 17.57 17.56 11' I 11' I 11' )c BURLINGTON AVENUE x 11, ND ND ND ss D2 •ro X- + ‘..D1,, -x ND .>s • 7 • rA c?..,\ "(Po ">,5' 7'o 111111imih-__Z • 's 9 1" = 20' 0' 10' 20' 40' SCALE IN FEET 206' 0.55 56 20' R15' 20.68 20.96 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 20:68 I I www.oaconsulting.com REVISIONS DESCRIPTION U v7 w 0 w a w a 0 z 0 FijW VJ W 0 0 Q LO !� + V o 0 _Z ° 0 0 co in U_ + E2 F- T - ill Q 0 c 0 W F- N�z N W �.L C o W Q0 0o Z IZ u)2 1- Z Z oQ 0 HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 24 of 30 w O v 0 0 0 O X 0 O _w N CL 00- C▪ Lo E R I0 • Lt - 1 -1-1 Q X O O J 0 v .1- E r7 0 N �• oo 2 0 w � N 00 0 N O % a 6 Q D O 107+00 GEOMETRIC CONTROL POINTS 01 P.I. 105+75.18 N(Y)= 9244.14 E(X)= 12599.44 79'5'33.7" R= 125 T= 103.33 L= 172.69 P.C. 104+71.85 N(Y)= 9140.82 E(X)= 12598.45 P.T.= 106+44.54 N(Y)= 9262.61 E(X)= 12701.11 O2 P.I. 110+37.30 N(Y)= 9332.78 E(X)= 13087.55 6= 72'30'36" R= 100 T= 73.80 L= 127.16 P.C. 109+63.50 N(Y)= 9319.59 E(X)= 13014.93 P.T.= 110+90.66 N(Y)= 9406.06 E(X)= 13096.35 0 30.0' RADIUS N(Y)= 9294.17 E(X)= 13070.60 RP 109+99.13 - 44.00' RT PC 109+99.13 - 14.00' RT PT 100+14.25 - 21.62' RT ® 20.0' RADIUS N(Y)= 9369.52 E(X)= 13121.99 RP 110+65.61 - 34.00' RT PC 110+51.75 - 40.27' RT PT 110+65.61 - 14.00' RT 108+00 109+00 10X00 /21.68 1 ND rn ?6, °o 2'-80 27.08 0' -I-/ 26.35 x 10 26.63 X�9 26.35 )- t, 26.99 /\. /\4b \p 9$ 26.84 27,45 x is + '(71 r�26. •k,' ? � A s 22 .,� S0 +`•�� s_ • 1S x6'93 / 27.67 csIs / 2. 8 21.27 ,' 273 to s ?s -(2 ,9j + -61 co 0 x-• ?j '?7 rn ?s co ?> ?� + �'5r ?s + ?s .99 •"i. •.60 •ss SOUTH SHORE DRIVE �s? U) + L1) M + x209 20.96 7 21.68 r4c>r- I I / STA. 106+50 - STA. 107+00 TRANSITION INTO 2% SUPERELEVATION STA. 107+00 - STA. 109+50 2% SUPER ELEVATION STA. 109+50 - STA. 110+00 TRANSITION INTO NORMAL CROWN QD +00 03-O6 WyqRFS/D? � 1"=20' 0' 10' 20' 40' SCALE IN FEET I U co 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 0 N - o0 .. crJ H U, 0 a) 5 a) <- 0 (75 (750 000 Cw N N N N- REVISIONS DESCRIPTION a a w 0 w 0 Z Et W I- > z i W 0 0 CC I IZ Cn 2 F-0 = Z OQ 0_ CO O O CV HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 25 of 30 111+00 • ?s?s .cs ?s 112+00 GEOMETRIC CONTROL POINTS 01 P.I. 114+66.86 N(Y)= 9779.57 E(X)= 13141.22 79'35'24" R= 100 T= 83.89 L= 139.60 P.C. 113+82.97 N(Y)= 9696.28 E(X)= 13131.21 P.T.= 115+22.57 N(Y)= 9784.20 E(X)= 13224.98 113+00 ?*0 ?'0' ?*0� ?'6' c'�Osr ?`Ssz 7'7, ‘-'7 ? `5 x x x x co• + ?s20. ?s ?s ?j 0 SR CO ?s. 77 .`90 71r,i SOUTH SHORE DRIVE ??�� co 0 —- 4). 4). 14-4+-00-- _ 9-5 CO �� + • 0A 2A.02)4 \ N 2 0. 59 3 BACK 1111111100"—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 ELEVATION = 1900.00 www.oaconsulting.com -co 00 v• � �• v J w I -w REVISIONS DESCRIPTION 0 kn w 0 w 0 w Q 0 W Z Z O W LL4.0 0 N— oes z(/) O� 0 8+ W Q F- 0 w C0 Wz I- W W It 0 O� C D Z 0 Q IZ 00 0 0 HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 26 of 30 0 �0 0 00 Ti W M Li) LL -I a- 0 0 I I- 0 O X 11 I a) 0 0 r) m a- ai CLo a0 0 H • W J � Qx v 0 i in 0 c) a • 0 LI.) O N c0 V O C 0 v \ -5- -et° 20 44 • 7 X 0 o m 116+00 117+00 118+00 119+00 A 1r. 89 7 X N. 120+00 N CO 2p 0 CP moo. 20.4 0 NDO -...."`"•"""-944""' O r7 0 1 � 8' 18' 17' x— CUT "99 "�� 1' I 11' 11.5' K) + O <9 a) N N O) <9 <9 + 19 S2 SN OS 4 — — — <9 if) -OA x M + zip 46, >> 4 SOUTH SHORE DRIVE '> S —x 7> 76, , O, 7 I $1‘ I 7'I' <5, -- .[: 61 I 7J 7 I 1"=20' j r(� Ox ' I 9' 18.3' I "-►"" 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 NI -co 00 cri Nr No J W !- LL REVISIONS DESCRIPTION U W a W 0 W 0 W Z Z 0 W V) W 0 00 0 N zu) o_0 � o • + w• Q 0 0 W rz vJ 0 z I V) drawn by: TJK checked by: RCK approved by: MMR QA/QC by: project no.: 007-1051 drawing no.: date: 4.23.08 SHEET 27 of 30 LU V) -a+ I L( ) O_ O O o• LO O O O ro -cw • (I) n CO EO w J Qx U 0 J O v vi to E M 0 o2 N / oD 0 w 0 : N CD CO o N O % a 0 < CD Q 0 0 120+ 00 • 69 P. .c5) cio (0 0 • 1) 1p' / 10' /'` `\1220 a `� o, 61 GEOMETRIC CONTROL POINTS 0 P.I. 120+08.11 N(Y)= 9811.01 E(X)= 13709.78 A= 27'22'48" R= 150 T= 36.89 L= 72.35 P.C. 119+71.22 N(Y)= 9808.97 E(X)= 13672.94 P.T.= 120+43.57 N(Y)= 9795.73 E(X)= 13743.35 20.0' RADIUS N(Y)= 9738.65 E(X)= 13786.70 RP 121+08.17 - 34.00' PC 121+08.17 - 14.00' PT 121+28.17 - 34.00' 20.0' RADIUS N(Y)= 9709.24 E(X)=13851.33 RP 121+76.17 - PC 121+76.17 - PT 121+56.50 - ® P.I. 122+53.66 N(Y)= 9708.70 E(X)= 13934.58 A= 2118'0" R= 150 T= 28.48 L= 56.29 P.C. 122+25.18 N(Y)= 9720.50 E(X)= 13908.66 P.T.= 122+81.47 N(Y)= 9707.23 E(X)= 13963.02 34.00' 14.00' 34.00' RT RT RT RT RT RT 4_24-4430- 77 6le 77 77 77 •s7 9 7�- 77 T� SH 0_R� • 74 • �2 77 Os 77 'Os • 72 7 7 11.323 • + 33 77 77 77 • lO + 77 7 + 77 7. 77 •26 77 •�s 7 ' AS 779 77 • ) 3 74 - 52 0 77 •s 77 .`39 Lti Q O U) + O O \.„ 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 Z� O u No ti) a 0 www.oaconsulting.com U) 0 I) zs CO w ▪ GO N Z to N y N Z REVISIONS DESCRIPTION tY 0 w 0 w a w 0 0 wZ co Z 0 w 0 0 Q� O LL -Lt N ors W 7 Z 0 0 (n O U + EE w<- 2 a_ 2a_ O(0 W i - >z w aw It 0 (0 F -O Z OQ 0 CO O O HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 28 of 30 0 I- U) co 17) o 0 N W I 0 czn 00 � o �x tf) a, o O O _ �U m I ao Fo -N 2 Li- w Q X U 0 i 00 6 Lr) Ere) 0 0 o / OD 2 w N a U No O U < 125+00 7, 7 7� 7, 9S 7, 126+00 7, • >> 127+00 7, Ss 7, 128+00 7, , < '7 m • co r f 7 7 '0 N. M N + 77 .9 72 `"2 coN 77 + 'o o, 7,,`9 ,, + ▪ 99 . 7, 7 • 7, x 7,6' 77- , SOUTH SHORE DRIVE -1r7 7, 77 syr �ss 7, x 7, .- 7 7, Sig ' R, 77• 9 7759 7, 'S, 0 + 7, - 07 N PO 7, X7• 9 > / p 7j Cx 7, • >> 7j - 9)(00 X9X00 0 0' GEOMETRIC CONTROL POINTS 01 P.I. 125+93.26 N(Y)= 9691.08 E(X)= 14274.39 O P.I. 128+64.40 N(Y)= 9682.12 E(X)= 14545.38 30'28'48" R= 150 T= 41.32 L= 80.64 P.C. 128+23.08 N(Y)= 9683.49 E(X)= 14504.09 P.T.= 129+03.72 N(Y)= 9659.80 E(X)= 14580.16 P.I. 130+03.46 N(Y)= 9605.93 E(X)= 14664.02 7 50.0' RADIUS N(Y)= 9592.70 E(X)= 14566.22 RP 129+28.24 - PC 129+28.24 - PT 129+77.88 - 7 50.0' RADIUS N(Y)= 9694.46 E(X)= 14644.64 RP 129+39.27 - PC 129+39.27 - PT 129+89.27 - 64.00' 14.00' 69.97' 64.00' 14.00' 63.46' RT RT RT LT LT LT c9 N 1►• / 3 /� /(9.77, \ O u• 11 1. 4 /‘'•/c /11.8\ .5 6' 77 1 5 ' r 7? /, x N , 72 „ /, .) r 91 o� 12.69 0' 10' 20' 40' SCALE IN FEET 77 78 / 1032 co 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 0 w 0 w F- 0 w Q 0 Z Z 0 w W F- Z W 0 w 0 0 � (f)2 F-0 Z 0 Q 0 CO N HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 29 of 30 w N = I Ir) O_ 0 O C10 X o11)� 0 o O r W �m CL nI o • o o i� cn W -J C Q U 0 i 0 95o 0 0 • co a O w o N °O o N 0 0 < Q 0 0 GEOMETRIC CONTROL POINTS 0 P.I. 213+75.29 N(Y)= 11163.45 E(X)= 13406.06 A= 16619'19.20" R= 145' T= 1228.69' L= 421.46' P.C. 201+46.62 N(Y)= 9936.55 E(X)= 13340.20 P.T.= 205+68.09 N(Y)= 9954.93 E(X)= 13627.61 P.I. 206+42.48 N(Y)= 9881.75 E(X)= 13641.03 A= 7'7'56.64" R= 300' T= 18.94' L= 37.82 P.C. 206+23.54 N(Y)= 9900.38 E(X)= 13637.61 P.T.= 206+61.37 N(Y)= 9862.85 E(X)= 13642.07 30.0' RADIUS N(Y)= 9831.89 E(X)= 13290.51 RP= 200+39.45 - PC= 200+09.63 - PT= 200+39.45 - 30.0' RADIUS N(Y)= 9836.78 E(X)= 13378.90 RP= 200+49.07 PC= 200+19.25 PT= 200+49.07 30.0' RADIUS N(Y)= 9848.94 E(X)= 13598.77 RP= 206+72.86 PC= 206+72.86 PT= 207+02.86 44.00' LT 40.72' LT 14.00' LT - 44.00' RT - 47.20' RT - 14.00' RT - 44.00' RT - 14.00' RT - 44.00'RT © 30.0' RADIUS N(Y)= 9853.13 E(X)= 13686.68 RP= 206+73.53 - 44.00' LT PC= 206+73.53 - 14.00' LT PT= 207+04.43 - 41.42' LT O� +05 0" - 2 N c0 xs 9 N I 7� O O O N 0 120\ N I 1"=20' 0' 10' 20' 40' SCALE IN FEET 1116+00 7889 7985 +1(19. -- - I c\ 8' 7' 7,5 •32 7• •o 3 CY t.` CY 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 U) 0 a) o (75 .(0 �w ro N Z C N 0 N REVISIONS DESCRIPTION o' 0 w w F- 0 w I- 0 wd V/ w QO <� LO LL + N cioO (n o U ++ E W N ow (7 wzI- -w w �0 O� H Z OQ IZ CO 0 O HASTINGS, NEBRASKA drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: TJK RCK MMR 007-1051 4.23.08 SHEET 30 of 30