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HomeMy WebLinkAboutS-34-4(1013)415210PSE.DGN INDEX OF SHEETS SHEET NO. 1 1A - 18 27 2S1-253 2W1 -2W4 241-2A7 214 " 2N1 -2N4 " 2N5 -2N16 " 2P1 -2P14 " 2L1 -2L/1 " 2L12 -2L17 " 2L18 -2L33 2134-2158 3 - 10 11 12 - 36 37 - 43 44 45 46 - 67 " 68 - 72 " 73 - 84 " 85 - 102 " 103-106 " 107-110 TITLE PAGE LOT CORNER TIES. SECTION CORNER TIES & BENCH MARKS TYPICAL CROSS SECTIONS Ri SHT. 2T SUMMARY OF QUANTITIES R7 SHTS. 251, 2S2 & 2S3 WETLANDS PHOTO MAPS HORIZONTAL ALIGNMENT DATA GENERAL INFORMATION R) SHTS. 2N1 & 2N4 RETAINING WALLS R1 DELETED SHTS. 2N11 -. 2N76, ADDED SHTS. 2N11A - 2N16A PHASING PLANS R1 SHTS. 2P2. 2P4, 2P5. 2P10 & 2P12. DELETED SHTS. 2P9 & 2P11. ADDED SHTS. GEOMETRICS R1 SHTS. 2L4,DEL. SHTS. 2L7-2P11,ADD. SHTS. 2L7A,2L8A,2L8B,219A,2L10A.2L108.2L10C & 21114 JOINTS & GRADES R1 SHTS. 2L14 & 2L15. DELETED SHT. 2116, ADDED SHT. 2L16A GEOMETRICS & DRAINAGE Ri SHTS. 2L19,2L20.2L22.2L24 & 2L26.OELETED SHTS. 2L29 2133.40DE0 SHT. 21294 - 2P9A & 2P11A CONSTRUCTION & REMOVALS PLAN & PROFILE SHEETS R1 SHTS. 5 & 9, DELETED SHTS. 7 & 8, ADDED SHTS. 7A & 8A PAVEMENT MARKING PLAN ROADWAY LIGHTING PLANS --PHASING R1 SHTS. 19 & 34 TRAFFIC SIGNAL PLAN ()DELETED SHT. 40. ADDED SHT. 40A TRAFFIC SIGNAL PLAN --DETECTOR DETAIL EARTHWORK DATA SHEET R1 SHT. 45 DRAINAGE STRUCTURE CROSS SECTI ONS --STORM SEWERS R i SHTS. 53, 57. 61, 62 & 65 DRAINAGE STRUCTURE CROSS SECTIONS --DRAINAGE REMOVALS SEWER RELOCATION DRAINAGE STRUCTURE CROSS SECTIONS --UTILITIES PROFILE SHTS. 21_45& 2L47,OELETED SHTS. 2L37.2L40 - 2L44 & 2L54 SPECIAL PLAN 1C 155 mm TO 405 mm CONCRETE PAVEMENT SPECIAL PLAN 2C BEDDING & BACKFILL REOUIREMENTS FOR CONCRETE PIPE. MCCMP. PCCMP. & PLASTIC PIPE " 111--112 SPECIAL PLAN 3C CURB INLET & JUNCTION 80X 113 SPECIAL PLAN 4C JUNCTION BOX STA. 7+50.00 114 SPECIAL PLAN 5C GRATE INLET 115 SPECIAL PLAN 6C GRATE INLET STA. 10+22.51 116 SPECIAL PLAN TC GRATE INLET SPECIAL PLAN 8C MOUNTABLE CURB INLET. SPECIAL PLAN 9C TERRACE STEPS IC CI " 117-118 119 " 120 " 121 It IC SPECIAL PLAN 100 1800 mm X 1200 mm TRIPLE SPAN RC BOX CULVERT STA. 1499+57.63 SPECIAL PLAN 11C 2500 mm X 1000 mm TRIPLE SPAN RC 80X CULVERT STA. 1504+50.42 " 122 SPECIAL PLAN 12C 2700 mm X 1500 mm SINGLE SPAN RC BOX CULVERT STA. 1506+62.00 123 SPECIAL PLAN 13C 2000 mm X 1500 1511 SINGLE SPAN RC BOX CULVERT STA. 1507+18.00 124 SPECIAL PLAN 14C CONCRETE HEADWALL 125-127 SPECIAL PLAN 15C MANHOLE 128 SPECIAL PLAN 16C CURB RAMPS 129-131 SPECIAL PLAN 170 TRAFFIC CONTROL PLANS " 81 - R17 STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION 9999 99 ST099 d � ST0 HASTINGS - 2158,ADDED SHTS. 2L37A,2L404,2L4 A,2L418,2L42A,2L43A,21435,2L43C,2L44A,2L544,2L55A,2L558.2L56A,2L57A,2L578,2L57C & 2L58A ADAMS COUNTY NTY R10W SHTS. 58, 59 & 61 --t+vl a>:1 1st St BNRR 11 2 A >a 01 EttlEMEH ' ��► .err._._ BIM DELETED SHT. 122, ADDED SHTS. 122A & 1228 RIGHT-OF-WAY SHEETS {R1) SHT. R4. DELETED SHTS. R9, R11 & R12, ADDED SHTS. R9A, RMA & R12A " 111 - x i^SS--6CCTI ON SHTS. X58 & 280, ADDED SHTS. X754, X80A & X81A • - .. 6 8.S4-PAW6MEN7-DETPCI-tS t1gF-Fc� _gFUDcy ANO a[xCAKS 7"OIt CONCRETE -.B0x--CHtVERTS- -�,5HEE451-FtARCO CND SE1`TI INS-FOR-CU1:VER7-PI'P£S LLARS AND-EL--BOWS-POR-CONCRETC PIPES NER£TE PCUGS-4N9-F-3 ELD-PI P6—TAP-DESALLS. L e FTA{ CONVENTIONAL SIGNS R.O.W. LEGEND FENCE R.O.W. OR WIRE GUARDRAIL TRAVELED WAY DIKE CULVERT POWER POLE TELEPHONE POLE MAILBOX RAILROAD TRACKS MARSH TREE - CONIFEROUS TREE - DECIDUOUS Q 1 1 1 XXXXXXXXXXXX C' d } a .11,. ,111, milt .000 NEW CONTROLLED ACCESS PREVIOUS CONTROLLED ACCESS LIMITS OF CONSTRUCTION PREVIOUS NEW R.O.W. EXISTING PERMANENT EASEMENT TEMPORARY EASEMENT EXCESS TAKING. PERMANENT EASEMENT EXISTING RAILROADEASEMENT NEW RAILROADPERMANENTEASEMENT NEW RAILROAD TEMPORARY EASEMENT V///////moi 11101111111111111111 '- '-" '---- 5.11 (14:la:}:I:I:GGGI:I:I:j: m 1 8 1 m ml mi 1¢ .,� 1`I 1 `II St 81 O 81 1 1 t to 61 �1 RD 5500 i Rd .5.. Q G St Rena° Lane H St m g Y m 4 Q 0 stl 13 JSt m 8 a U a Fitzgerald Ln 3 2 Q 23 24 i 1I a 2. U Q If St.. KSI¢ Q s 24 9 REFERENCE POST NO. 208+63 TO REFERENCE POST NO. 209+53 EXCEPTIONS: FROM STA. TO STA. TOTAL NET LENGTH OF PROJECT: 1.406 KILOMETERS AS BUILT PLANS Work Performed by: WERNER CONSTRUCTION CO Project constructed as per plans unless otherwise noted. Prepared by: Robert F Ruxton HPM 05/09/02 Approved by: Robert F Ruxton HPM 05/09/02 R 9 W BEGIN PROJECT STA. 1+00.00 END PROJECT STA. 15+06.10 APPROVED 19 DEPUTY DIRECTOR - ENGINEERING PROJECT NO. SHEET NO. S-34-4(1013) 1 I. CONTROL NO. 41521 . CONTROL NO. NI CONTROL NO. (1) 03 AUG 99 RZ 07 SEPT 99 THE 1997 METRIC EDITION OF THE NEBRASKA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT. THE WORK ON THIS PROJECT CONSISTS OF GROUPS 1 -GRADING, 3 -CONCRETE PAVEMENT, 4 -CULVERTS, 4A -CULVERTS, 48 -SANITARY SEWER CONSTRUCTION, 8B -ELECTRICAL, & 10 -GENERAL ►. GROUPS 1,3,4,44.48,88, & 10 ARE INCLUDED IN THE LETTING OF MAY 27. 1999 • GROUPS ARE INCLUDED IN THE LETTING OF a GROUPS ARE INCLUDED IN THE LETTING OF DESIGN DESIGNATION NEW OR RECONSTRUCTION MUNICIPAL TRAFFIC 1999 YEAR: ADT' 13,655 19.115 DHV: 1.370 1,925 T= 9 y D= _ 7 N.F.C. PRINCIPAL ARTERIAL CURBED 2019 WORK ON THI5 PROJECT IS AUTHORIZED PURSUANT TO THE CONDITIONS STIPULATED IN THE ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT 111 iii%iL j1I!iI]-IiJL lmott DATE$$$$$$$$$$$$$ HASTINGS Co c WoK Asphalt —t --r W tiL G Gr -ass- — — G _" BEGIN PROJECT STA. 1+001) SCALE 1 : 200 1+00 7g SEC. 13-T 7 N -R 10 W 0 Asphalt PROJECT NO. SHEET NO. 34-4(1013) 2L23 LWWELD BLDG � \� 0 0 0 � O O O O Conc Wont o_ z V1 o / —I SAN — f 3 � 0 El W E ConcTtslon0- Slgn c '"� W p. �Elec Box �7 SAN SAN—'_ C.N. 41521 1+40 u I o � u i G- G _ \ ""--- SANG -� BURLINGTON AVENUE SHIFTED fE Z Gross 4 Conc Base 0 0 oo . t iASign 0 0 °Sion 0 0 o I ( Gross A ADJUST MANHOLE TO GRADE. SPECIAL PLAN 15C N0. STATION FRAME A FLANGE RING CQVER TYPE 1 1+20.02 * * * = REUSE EXISTING MATCH LINE STA. 1+1C DRAINAGE 1+40 MATCH LINE STA. 1+4 REMOVED EXISTING SEWER PIPE STATION STATION TO STATION SIZE 1+48.48 1+13.9 RT. 1+48.5 RT. 375mm X 35.0m 1+48.5 LT. 8 RT. 375mm X 17.0m 2+12.7 RT. 2+80.0 RT. 375mm X 67.3m 2.12.0 LT. 2+12.85 RT. 375mm X 14.7m 2+00 REMOVED INLET STATION SIDE EACH 1+48.48 RT. 1 1+48.51 LT. 1 2+12.85 RT. 1 2+12.00 LT. 1 SHIFTED CE HASTINGS SCALE 1 : 200 mama� bi (0 O BUILD GRATE INLET. SPECIAL PLAN 5C N0. STATION 2,44. SIOE L T. LT. "X" 524 GRATE TYPE O BUILT STORM SEWER PIPE. SPECIAL PLAN 2C N0. SIZE DESCRIPTION 1 375 mm X 20.5 m From Inlet 2 to Inlet l.Type 1-7-8. Fill = 0.61 m 2 375 mm X 35.0 m From 1 - 2° Collor. PLAN M425 to Inlet 2. Type 1-7-8, Fill = 0.78 'm 3 375 mm X 12.0 m From Inlet 4 to Inlet 3. Type 1-7-8. Fill = 0.48 m 4 600 mm X 14.5 m From MH 1 to Inlet 4. Type 1-7-8, Fill = 0.53 m 5 600 mm X 30.0 in From MH 2 to MH 1, Type 1-7-8. Fill = 0.78 m 6 375 mm X 3.0 m From MH 2 to Inlet 5. Type 1-7-8, Fill = 0.70 m 7 600 mm X 42.0 m From MH 3 to MH 2. Type 1-7-8, Fill = 0.98 m 8 375 mm X 3.0 m From MH 3 to Inlet 6, Type 1-7-8. Fill = 0.76 m 18 450 mm X 35.5 m From MH 7 to Inlet 10, Type 1-7-8. Fill = 0.65 m 19 375 mm X 3.0 m From MH 7 to Inlet 11, Type 1-7-8. Fill = 0.68 m 20 450 mm X 17.0 m From MH 8 to MH 7, Type 1-7-8. Fill = 0.81 m -2.1- -450-mm-X--T,3-m- Frm Meet -33r -T -yin -.-7.-8,-F 41= -6o83 -,e1 22 - 459 -mm -X -X6.6 -m Prem-Orbte-Inle4 3-4e-6re#e-Inlet-4,-ype--1-7-8.--R„- --0+69-nr- 23 600 mm X 31.0 m From MH 9 to MH 8. Type 1-7-8. Fin = 0.99 m 24 375 mm X 3.0 m From MH 9 to Inlet 12, Type 1-7-8. Fill = 0.68 m ,12_ 4sn mm X 7 5 m From Gret-- 1n1- 1+71 - Lt. 1.014 Fin = 0.88 m IA 375 mm X 22.0 m From INLET /A to JUNC BOX 7A. Type 1-7-8, Fill = 0.99 m 18 450 mm X 47.0 m From INLET 2A to MH 1, Type 1-7-8, Fin = 0.99 In • = REUSE EXISTING A ADJUST MANHOLE TO GRADE, SPECIAL PLAN 15C N0. STATION FRAME 8 FLANGE RING COVER TYPE 3 2+03.07 s .762 x .762 e • = REUSE EXISTING A ADJUST VALVE BOX TO GRADE STATION N0. STATION FRAME 8 FLANGE RING COVER TYPE 2 2+57.13 * + Lt. 4 = REUSE EXISTING SEC. 13-7 7 N -R 10 ni 40 ( PROJECT N0. SHEET N0. 34-4(1013) 21 24 C.N. 41521 2+80 8 03 AUG 99 55 BUILT JUNCTION BOX, SPECIAL PLAN, 4C NO. STATION SIDE "X" "Y x Y1" 7A 1+93 Lt. .762 .762 x .762 USED IN PLACE BUILT MANHOLE, SPECIAL PLAN,15C N0. STATION DISTANCE FRAME 8 FLANGE RING COVER TYPE 1 2+08.23 7.50 Rt. TYPE 11 - TYPE A 2 2+37.89 7.50 Rt. TYPE 11 - TYPE A 3 2+79.42 7.50 Rt. TYPE 11 - TYPE A 7 2+28.39 7.50 Lt. TYPE 11 - TYPE A 0 2. 15.19 7.20 Lt. 7777 II 2.440 TYPE A 9 2+76.60 7.50 Lt. TYPE II - TYPE A 1.194 2+08.23 7.50 Rt. TYPE I1 - TYPE A 3.048 12 O jBUILT°CURB INLET. SPECIAL PLAN 3C NO. STATION "X" "A" "Y" 1 1+48.72 - Lt. 1.188 0.813 3.658 2 1117.72 71. 1.222 1.205 3.055 3 100+21.92 - Rt. 1.194 0.813 1.829 4 100+21.92 - Lt. 1.571 1.575 4.877 5 2+37.63 - Rt. 1.194 0.813 2.440 6 2+79.07 - Rt. 1.194 0.813 2.440 10 1+93.18 - Lt. 1.194 1.295 3.048 11 2+28.08 - Lt. 1.194 0.813 3.048 12 2+76.26 - Lt. 1.194 0.813 3.048 IA 1+71 - Lt. 1.014 1.295 3.658 2A 1+61- Rt. 1.041 1.295 3.658 �ii DRAINAGE DATE$$$$$$$$$$$$$ 2+80 MATCH LINE STA. 2+80 3+00 REMOVE INLET STATION SIDE EACH 3+96.86 LT. 1 4+11.52 RT. 1 HASTINGS REMOVE EXISTING SEWER PIPE STATION TO STATION SIZE 2+80 RT. 4+20 RT. 375 mm X 140.0 m 3+96.86 LT. 4+11.52 RT. 375 mm X 24.0 m -1� SCALE 1 : 200 $ SEC. 13-T 7 N -R 10 W 4+00 PROJECT N0. SHEET N0. 34-4(1013) 2L25 C.N. 41521 4+20 - GrovelPorklnq WOLFE CYCLE SPORTS 1016 5. BURLINGTON AVE. Conc Parking 1 I` I Fin. Floor Elev d-ovel 585.1087 1 ` ° SIg1f Post a '+ N !1 ei 11 - 8' ca Asphalt Parking Godfather's Pizz 0 V Asphalt Parking for Godfather's 25 5tond Pipi, to Red s° Rock W - SAN - I Ccnc SAN ' 1_ I` Iia � " ISOmm Water Line 1...511 0 w w" w Cone w w BURLINGTON AVENUE 1 IZ 300mm Soniful y Sewer - SAN --- --2.-- SAN - - N1 - SAN - SAN -- SAN SHIFTED - SAN - -oESAN L I- '51 STA.4+04.30 Q BURLINGTON AVE�w sly STA.300+00 . "H" STREET STA.4+03.22 c_BURLINGTON AVE. ESTA.200+00 I"H" STREET -tlAN - - ^o 10 SAN - - SAN 300mm Sanitary Se - I --e}i - - G - Asphalt GrovelPcrkinq o+E O O s O 5_0 OI ma 1 Asphalt Parking for Jim Deveny Motors Asphalt Parking Asphalt Concrete ADJUST METER PIT TO GRADE N0. STATION SIDE EACH 3+33.3 LT. I EACH 0 BUILD CURB INLET. SPECIAL PLAN 3C N0. STATION "X" "A" 'Y" 7 3+86.17 - Rt. 1.262 0.813 3.048 13 3+54.20 - Lt. 1.255 0.813 2.440 14 3+85.74 - Lt. 1.194 0.813 3.048 15 300+29.23 - Lt. 0.965 1.295 4.877 16 300+21.91 - Lt. 1.400 1.295 4.877 17 300+29.23 - 61-. 0.965 1.295 4.877 18 300+21.91 - Rt. 1.730 1.753 4.877 0 O BUILD GRATE INLET. SPECIAL PLAN 5C N0. STATION SIDE "X" GRATE TYPE 1 3+92.32 Rt. 1.524 11 5 3+52.39 Lt. 1.524 From MH 5 to MN 4. Type 1-7-8, Fill = 1.21 m 6 3+93.01 1t. 1.524 375 mm X 3.0 m. O BUILD STORM SEWER PIPE. SPECIAL PLAN 2C NO. SIZE DESCRIPTION 9 600 mm X 107.0 m From MH 4 to MH 3, Type 1-7-8, Fill = 1.09 m 10 375 mm X 3.0 m From MH 4 to Inlet 7, Type 1-7-8, 0111 = 0.88 m 11 375 mm X 8.5 m From Inlet 7 to Grote Inlet 1. Type 1-7-8, FIII = 0.92 m 12 600 mm X 42.5 m From MH 5 to MN 4. Type 1-7-8, Fill = 1.21 m 25 750 mm X 78.0 m From MH 10 to MN 9, Type 1-7-8. Fill = 1.10 m 26 375 mm X 3.0 m. From 911 10 to Inlet 13. Type 1-7-8. Fill = 0.70 m 27 375 mm X 5.5 m From Inlet 13 to Grate Inlet 5. Type 1-7-8. Fill = 0.84 m 28 900 mm X 31.5 m From MH 11 to MH 10, Type 1-7-8, Fill = 1.29 m 29 375 min X 3.0 m From MH 11 to Inlet 14. Type 1-7-8. Fill = 0.70 m 30 900 mus X 26.0 m From MH 12 to MH 11, Type 1-7-8. Fill = 1.24 31 375 mm X 5.0 m From Grate Inlet 6 to Inlet 16. Type 1-7-8, Fill = 0.78 m 32 375 mm X 7.5 m From Inlet 15 to Inlet 16, Type 1-7-8, Fill = 0.69 m 33 450 mm X 13.0 m From Inlet 18 to Inlet 16. Type 1-7-8. Fill = 0.77 m 34 375 mm X 7.5 m From Inlet 18 to Inlet 17. Type 1-7-8. FIN = 0.83 m 35 750 mm X 14.5 m From 914 12 to Inlet 18, Type 1-7-8, Fill = 0.78 m ROT ESS/4, d - E-6408 MATCH LINE STA. II BUILD MANHOLE. SPECIAL PLAN 15C N0. STATION DISTANCE FRAME 4 FLANGE RING COVER TYPE 4 3+86.46 7.50 Rt. TYPE II - TYPE A 10 3+54.51 7.50 Lt. TYPE II - TYPE A 11 3+86.04 7.50 Lt. TYPE 11 - TYPE A 12 4+11.91 7.50 Lt. TYPE 11 - TYPE A DRAINAGE 43 43 99 0 da M df 4, e+ 0 .9 0 49 di47 41 M 49 4, 4 LO v1 0- w0 - •=t Z az U C0 O MATCH LINE STA. 4+20 4+20 REMOVE EXISTING STRUCTURE STATION SIDE DESCRIPTION EACH 5+00 TO 6+72.8 RT. 1050mm BRICK ARCH STORM SEWER 1 4+99.3 RT. 1.83mx" 0.914m x 19.2m 80X CULVERT 1 REMOVE INLET STATION SIDE EACH 4+98.90 LT 1 5+01.80 LT 5+00.0 I.T. HEAD START REMOVED EXISTING SEWER PIPE STATION TO STATION SIZE 4+20 RT. 5+05.9 4+99 RT. 375mm x 79m 5+00.0 I.T. 3.658 5+01.8 LT. 375mm x 4.9m 5*00.0 P.T. 0.813 5+05.9 RT. 375mm x 5.9m 5+00 HASTINGS SCALE 1 : 200 L 950 S. BURLNGTON AVE. ENTUCKY FRIED CHICKEN 924 $.BURLINGTON AVE. (141 Metal Guard Asphalt Parking Cone Wolk Fin. Floor Elev. 585.1522 SEC. 13-T 7 N -R 10 W Roek 0 R) 03 AUG 99 dscaD9 ors PROJECT N0. 34-411013) C.N. 41521 5+60 Conc Curb for Kentucky Fried Chick Asphalt Concrete ASphal CO Asphalt Parking SAN - - SAN Concrete SHIFTED 1 T STA..20 5+000 Q BURLINGTON AVE. a Q STA.1507+17.90 c. DRAINAGE OUTFALL - m E - m N of ,n�� (�'$'AN - - SAN - - SAN - SAN -- I $A '�', 300mm Sanitary Sewer / 1 r 1050mm Brick Arch Storm Sower 12 I - _ L_1 15 ti S N - SAN - - SAN 1 -9NSAN cm 4 0 77 Co s, pN ISG -O;HO: -- -- _ 1 esIiQta rli '`' +����.�' r iZI ,_ gm 0 Con* Pao 9 \ Conc Wok ‘uUP .._� BURLINGTON' AVENUE Concrete Con* Pad Aband Gos Pumps (No Pumps) RR Tie Concrete Grass BOB'S LtOUOR 923 5.600(0GTON AVE. Roc Raised Wa1K JIM OEVENY MOTORS 947 S. BURLINGTON AVE. N v Z CENTRAL VALLEY RENTALS INC. 919 5. BURLINGTON AVE. Asphalt O BUILT CURB INLET, SPECIAL PLAN 3C REMOVED MANHOLE STATION STATION SIDE EACH 5+05.9 RT. 1 L 950 S. BURLNGTON AVE. ENTUCKY FRIED CHICKEN 924 $.BURLINGTON AVE. (141 Metal Guard Asphalt Parking Cone Wolk Fin. Floor Elev. 585.1522 SEC. 13-T 7 N -R 10 W Roek 0 R) 03 AUG 99 dscaD9 ors PROJECT N0. 34-411013) C.N. 41521 5+60 Conc Curb for Kentucky Fried Chick Asphalt Concrete ASphal CO Asphalt Parking SAN - - SAN Concrete SHIFTED 1 T STA..20 5+000 Q BURLINGTON AVE. a Q STA.1507+17.90 c. DRAINAGE OUTFALL - m E - m N of ,n�� (�'$'AN - - SAN - - SAN - SAN -- I $A '�', 300mm Sanitary Sewer / 1 r 1050mm Brick Arch Storm Sower 12 I - _ L_1 15 ti S N - SAN - - SAN 1 -9NSAN cm 4 0 77 Co s, pN ISG -O;HO: -- -- _ 1 esIiQta rli '`' +����.�' r iZI ,_ gm 0 Con* Pao 9 \ Conc Wok ‘uUP .._� BURLINGTON' AVENUE Concrete Con* Pad Aband Gos Pumps (No Pumps) RR Tie Concrete Grass BOB'S LtOUOR 923 5.600(0GTON AVE. Roc Raised Wa1K JIM OEVENY MOTORS 947 S. BURLINGTON AVE. N v Z CENTRAL VALLEY RENTALS INC. 919 5. BURLINGTON AVE. Asphalt O BUILT CURB INLET, SPECIAL PLAN 3C N0. STATION "X" "A" "Y" 8 4+28.60 - Rt. 1.228. - 0.813 3.658 9 4+72.09 - 9+. 1.194 0.813 3.658 19 4+28.60 - Lt. 1.194 . 0.813 4.877 20 4+48.60 - Lt. 1.194 0.813 2.440 57 5+38.33 - Rt. 1.194 0.813 1.219 58 5+15.40 - Rt. 1.194 0.813 1.219 76 5+08.66 - Lt. 1.194 0.813 2.440 GARAGE BUILT MANHOLE, SPECIAL PLAN 15C N0. STATION DISTANCE FRAME A, FLANGE RING COVER TYPE 5 4+28.93 7.50 Rt. TYPE 11 - TYPE A 6 4+72.38 7.50 Rt. TYPE 11 - TYPE A 25 5+05.00 . 7.50 Rt. TYPE II - TYPE A 4'4'1 5i2 09+ KENNEL O BUILT CONCRETE BOX CULVERT N0. STATION DESCRIPTION PLAN EXC. m' 200A 4+99.24, 10.9 m LT. to 1507+14.27 2.0 m x 1.5 m x 14,7 m REINF. CONC. 80X CULVERT w/ HOWL ON INLT 0.55 m FILL 13C 14C 195 Fin. Floor Elev. 585.2027 O BUILT GRATE INLET N0. STATION SIDE "X" GRATE TYPE PLAN 2 4+29.71 Rt. 1.524 600 mm X 43.5 m SC 12 5 5520 Rt. 1,524 600 mm X 25.5 m 7, Concrete '+ I 760-2.4m x 8.2rn‘, 37.85c1 iiitor Undorground Go9olino Tanks O BUILT STORM SEWER PIPE NO. SIZE DESCRIPTION 13 375 mm X 3.0 m From MH 5 to Inlet 8, Type 1-7-8, Fill = 0.81 m 14 375 mm X 5.5 m From Inlet 8 to Grote Inlet 2. Type 1-7-8, Fill = 0.88 m 15 600 mm X 43.5 m From 1.414 6 to MH 5, Type 1-7-8. Fill = 1.19 m 16 375 mm X 3.0 m From MH 6 to Inlet 9. Type 1-7-8, Fill = 0.94 m 17 600 mm X 25.5 m From MH 6 to RCBC 200. Type 1-7-8. Fill = 1.66 m 36 1050 mm X 86.5 m From MH 12 to RCBC 200, Type 1. Fill = 1.16 m 37 375 mm X 3.0 m From Inlet 19 to 1050mm SS Pipe, Type 1-7-8, Fill = 0.70 m 38 375 mm X 3.0 m From Inlet 20 to 1050mm SS Pipe. Type 1-7-8. Fill = 0.70 m 39 1200 mm X 4.0 m From 20° Conc. Collor. Sp. Pian C. to Outlet in RCBC 200. Type 1, Fill = 0.55 m 84 1650 mm X 245.0 m From Jet. Box 2 to MH 25. Type 1, Fill = 0.64 m 73 .175 „,ANN X 0.0 09 r, ou, GN+0i, I,J,.I 12 to 1G..0„+0 SS Pipe. Tip= 1 7 0, Fill - 1.06 NN. 94 375 mm X 3.5 on From Inlet 57 to 1650mm SS Pipe, Type 1-7-8. Fill = 0.78 m 95 375 mm X 3.5 m From Inlet 58 to 1650mm SS Pipe, Type 1-7-8, Fill = 0.88 m 121 1350 mm X 163.0 m From MH 24 to RCBC 200. Type I. Fill = 1.40 m 123 375 mm X 3.0 m From Inlet 76 to 1350mm SS Pipe, Type 1-7-8, Fill = 0.68 m 124 1650 mm X 4.5 m Rd. Equiv. From MH 25 to RCBC 200. Type 1. Fill = 1.1 m MATCH LINE STA. 5+6 SHEET N0. 2L 26 DRAINAGE DATE$$S$$$$SSS$$$ MATCH LINE STA. 5+60 5+60 6+00 HASTINGS SCALE 1 : 200 SEC. 13-T 7 N -R 10 W Conc Fin. Floor Elev. 585.4533 GAS N SHOP L,2 820 5.868166709 AVE... Pin. Floor Elev. 586.1842 r PROJECT NO SHEET N0. 34-4(1013) 2L 27 Fin. Floor Elev. 586.5283 EARL MA+ GARDEN CENTER C.N. 41521 7+00 0 03 SEPT 99 SNOW'S CAR CLINIC 836 S. BURLINGTON AVE. GrovolPorkiny for Snow's Cor Clinic Asphalt Curb Landscape - C E -oc4p-cv w W Vi lY ISOmm Water Line V SH}FTFD01 BU Concrete LINGTON I AVENUE 1 S A.6+06.60 1. BURLINGTON S A. 50+00 4j "G" STREET AVE. SURVEYED Q & i/4 SECTION 1050mm Brick Wrch Storm Sewer E 84 Cone W07k 0121 Columns for Overhonp Con* Gr ORSCHELN 835 5.8681.106100 AVE. Fin. Floor Elev. 586.8365 ASph0lt Fin. Floor Elev. 585.7309 Grovel Concrete RR Tie PH.LLIPS 66 907 S. BURLINGTON AVE. Fin. Floor Elev. 585.7476 • Conc Po, Gas Met. 1'I ADJUST METER PIT TO GRADE REMOVE MANHOLE STATION 510E STATION SIDE EACH 6+72.86 RT. 1 6+00 HASTINGS SCALE 1 : 200 SEC. 13-T 7 N -R 10 W Conc Fin. Floor Elev. 585.4533 GAS N SHOP L,2 820 5.868166709 AVE... Pin. Floor Elev. 586.1842 r PROJECT NO SHEET N0. 34-4(1013) 2L 27 Fin. Floor Elev. 586.5283 EARL MA+ GARDEN CENTER C.N. 41521 7+00 0 03 SEPT 99 SNOW'S CAR CLINIC 836 S. BURLINGTON AVE. GrovolPorkiny for Snow's Cor Clinic Asphalt Curb Landscape - C E -oc4p-cv w W Vi lY ISOmm Water Line V SH}FTFD01 BU Concrete LINGTON I AVENUE 1 S A.6+06.60 1. BURLINGTON S A. 50+00 4j "G" STREET AVE. SURVEYED Q & i/4 SECTION 1050mm Brick Wrch Storm Sewer E 84 Cone W07k 0121 Columns for Overhonp Con* Gr ORSCHELN 835 5.8681.106100 AVE. Fin. Floor Elev. 586.8365 ASph0lt Fin. Floor Elev. 585.7309 Grovel Concrete RR Tie PH.LLIPS 66 907 S. BURLINGTON AVE. Fin. Floor Elev. 585.7476 • Conc Po, Gas Met. 1'I ADJUST METER PIT TO GRADE BUILD MANHOLE. SPECIAL PLAN (5C STATION 510E EACH 6+30.7 RT. 1 EACH Red Brick Red Brick Red Brick 5 & 5 AUTO REPAIR 903 S. BURLINGTON AVE. Fin. Floor Elev. 585.7262 FRED'S SPEED & SPORT 847 S. BURLINGTON AVE. Fin.Floor Elev. 585.8531 O BUILD CURB INLET. SPECIAL PLAN 3C BUILD MANHOLE. SPECIAL PLAN (5C STATION "X" N0. STATION DISTANCE FRAME 6. FLANGE RING COVER TYPE 24 6+63.37 7.50 Lt. TYPE II - TYPE A FRED'S SPEED & SPORT 847 S. BURLINGTON AVE. Fin.Floor Elev. 585.8531 O BUILD CURB INLET. SPECIAL PLAN 3C N0. STATION "X" "A" "Y" 53 6+78.60 - Rt. 1.194 0.813 4.267 54 6+48.43 - Rt. 1.194 0.813 4.877 55 6+15.09 - Rt. 1.194 0.813 4.877 56 5+61.72 - Rt. 1.194 0.813 3.048 74 6+62.96 - Lt. 1.194 0.813 4.267 75 5+66.39 - Lt. 1.194 0.813 2.438 O BUILD STORM SEWER PIPE NO. STATION DESCRIPTION 89 375 mm X 3.0 m From Inlet 53 to 1650mm Type 1. Sta. 6+77.21, Type 1-7-8. Fill = 1.01 m 90 375 mm X 3.0 m From Inlet 54 to 1650mm Type 1, Sta. 6+47.95. Type 1-7-8. Fill = 0.87 m 91 375 mm X 3.0 m From Inlet 55 to 1650mm Type 1, Sta. 6+14.16. Type 1-7-8, Fill = 0.78 m 92 375 mm X 3.0 m From inlet 56 to 1650mm Type 1, Sta. 5+61.00, Type 1-7-8. Tin = 0.84 m 115 1350 mm X 329.0 m From MH 24 to MH 23, Type 1, Fill = 4+04-m- 2.30m 120 375 mm X 3.0 m From MH 24 to Inlet 74. Type 1-7-8, Fill = 0.85 m 122 375 mm X 3.0 m From Inlet 75 to (350mm Type, 1. Sta. 5+65.00. Type 1-7-8. Fill = 0.95 m MATCH LINE STA. 7+00 DRAINAGE 4. 4+ 4* (e (R (A w 0, e! 4+ (0 ( e 0 0 a oT M N 0 Nr W W 0- +5 Z U0 N 7+00 REMOVED INLET STATION SIDE EACH 7+24.82 RT. 1 7+69.10 RT. 1 8+06.49 RT. 1 0 ti a MATCH LINE Asphalt Parking for Earl Moy REMOVED EXISTING SEWER PIPE STATION TO STATION SIZE 8+13 RT. 8+20.90 RT. 1050mm X 7.9m CNN 7+24.8 RT. 375mm X 3.0m 7+69.0 RT. 375mm X 4.0)8 7+56.4 RT. 375mm X 1.5m 8+06.5 RT. 375mm X 21.5m HASTINGS SCALE 1 ; 200 8+00 $ SEC. 13-T 7 N -R 10 W REMOVED EXISTING STRUCTURE N0. STATION SIDE DESCRIPTION EACH 6+72.8 TO 8+13 RT. (050mm BRICK ARCH STORM SEWER 1 Asphalt Parking for Kerr Chevrolet a 0 Aec PROJECT N0. 34-4(1013) C.N-41521 Conc Conc 8+40 +soh< So0h1 60460 SOOh1 Conc Score ° 51gr 1 `2++" (4) Parking Curbs Gross Conc G Gross Conc I00mm Gas Line w w BURLINGTON AVENUE SHIFTED STA.8+09.30 c. BURLINGTON AVE. STA.400+00 Q "F" STREET 1- STA.8+09.52 BURLINGTON AVE. STA.500+00 "F" STREET Asphalt IOOmm Wator line 05Gmm Brick Arch Storm Sower OP 1P Gr-oss- Conc 80)4 375mm Storm Sewer ORSCHELN -835 5. BURLINGTON AVE. Fin. Floor Elev. 586.8365 80LO)NG O BUILD STORM SEWER PIPE, SPECIAL PLAN 2C N0. SIZE - DESCRIPTION 69 1650 mm X 320.5 m From MH 18 to MH 17, Type 1. Fill = 1.83 m 82 375 mm X 11.5 m From Inlet 50 to 1 - 11° Conc. Collor, Plon 6425 Type 1-7-8, Fill = 0.71 m 83 450 mm X 13.5 m From Inlet . 50 to 1650mm Type 1, Sto. 8+04.09. Type 1-7-8, Fill = 1.23 m 84A 1650 mm X 18.5 m Rd. Equiv. From MH . 18. to Junction Box 2. Type 1, Fill = 2.15 m 52 7+18.63 - Rt. 1.194 86 375 mm X 4.5 m From Conc. Collar to 1650mm Type 1, 510 7+53.17 1 - 31° Collor, -PIM M425, Type 1-7-8. Fill = 1.74 m 87 375 mm X 3.5 m From Inlet 51 to 1650mm Type 1, Sto. 7+46.07, Type 1-7-8, Fill = 1.15 m 88 375 mm X 3.5 m From Inlet 52 to 1650mm Type 1. Sto. 7+17.24. Type 1-7-8. Fill = 1.11 m 85 375 mm X 7.5 m From Grote -Inlet 11, to SS Pipe No 69.Type 1-7-8. Fill = 1.54 m 0 BUILT GRATE INLET, SPECIAL PLAN 7C N0. STATION SIDE. "X" GRATE TYPE 11 C+72.10 7+72.10 Rt. "- 1.524 1.0 x 2.755 Gravel Asphalt Parking for Jim 8onahoom's Used Cors G 0 We O BUILT JUNCTION BOX, SPECIAL PLAN, 4C NO. STATION SIDE "X" "Y x Y1" 2 7+50.00 Rt. 2.14 1.0 x 2.755 0 BUILT MANHOLE, SPECIAL PLAN 15C STATION "X" ND. STATION DISTANCE FRAME d FLANGE RING COVER TYPE 18 7+68.20 7.50 RT. TYPE II - TYPE A O BUILT CURB INLET, SPECIAL PLAN 3C ND. STATION "X" "A" "Y" 50 400+21.38 - Rt. 1.263 1.397 5.486 51 7+47.57 - 61-. 1.194 0.813 1.219 52 7+18.63 - Rt. 1.194 0.813 4.877 ADJUST METER PIT TO GRADE STATION SIDE EACH 7.70.8 LT. EACH Asphelt ii MATCH LINE STA. 8+40 SHEET N0. DRAINAGE 2L 28 NE STA. 8+4 8+40 REMOVED EXISTING STRUCTURE STATION STATION SIDE DESCRIPTION EACH 8+20.9 to 10+04 RT. 1050mm BRICK ARCH STORM SEWER 1 t Parking for MorrIs SOPHIR MORRIS PAINT AND WALLCOVERING 734 S. BURLINGTON AVE. SALVATION ARMY CORPS & COMMUNITY CENTER 732 0.8URLINGTON AVE. 9+00 HASTINGS REMOVED INLET STATION SIDE EACH 9+31.71 LT. From Inlet 46 to 1650mm Type 1. Sta. 9+45.81, Type 1-7-8, Fill = 1.00 m 9+32.20 RT. 1 Cono OPPORTUNITY HOUSE THRIFT STORE 726 S.BURLINGTON AVE. CONC. WALL SCALE 1 : 200 a SEC. 13-7 7 N -R 10 W REMOVED EXISTING SEWER PIPE STATION TO STATION SIZE 9+31.7 LT. 9+32.2 RT. 375mm X 12.3M (8) Conc Planters g°- - of to 0000 0000 vmx°'mm + sN Ey / �r-E,ay -Er 1M1111 ammillr - Q ® / I Conc I E" cone SHIFTED EQUA. P.T STA. 9+27.909 BK. (SHIFT D PROJECT.74 CL) OP STA. 9+27.865 AH. (PROJEC spr ))it 714 S. BURLINGTON AVE. w„. svfp jot 1,e)7/ em Imo. I tN1W ma IN ... _ OQ PROJECT N0. SHEET O. 34-4(1013) 2L29A C.N. 41521 9+80 Ri ADDED SHEET 03 AUG 99 Concroto w/ As8holt Overlay Aspha9 °s°h"' BURLINGTON AVENUE RVEYED CE :Q)/. SECTION RPI 4i14 .. 1i IDOmm water Line 1'1 .r. ��- �� is tII:b''l6RaY1/- ice` r �.. -' IOSOr,m Brtck arch Storm Sower Ci AW �,�j? R 00 - -awry�;- ����}ce. • \ ~� �• triet ., ' iait overlay m n-ar am/A < MI MOW _ 111 l - �% a mar i - E C HINRICH'S CAO WASH 739 S. BURLINGTON AVE. Asphalt T!3li}s (ono 0 BUILT STORM SEWER PIPE N0. SIZE DESCRIPTION 77 375 mm X 3.0 m From Inlet 46 to 1650mm Type 1. Sta. 9+45.81, Type 1-7-8, Fill = 1.00 m 78 375 mm X 3.5 m From Inlet 47 to 1650mm Type 1, Sta. 9+05.98, Type 1-7-8, Fill = 1.09 m 79 375 mm X 5.0 m From Inlet 48 to Grate Inlet 10. Type 1-7-8, F51 = 0.77 m 80 375 mm X 3.0 m From Inlet 48 to 1650mm Type 1, Sta. 8+82.62. Type 1-7-8, F9) = (.09 to 81 375 mm X 3.5 m From Inlet 49 to 1650mm Type 1. Sta. 8+51.09, Type 1-7-8, Fill = 1.16 m 117 375 mm X 3.5 m From Inlet 71 to 1350mm Type 1. Sto. 9+62.21, Type 1-7-8, F5) = 1.25 m 118 375 mm X 3.5 m From Inlet 72 to 1350mm Type 1, Sto. 9+44.94, Type 1-7-8, Fill = 1.35 m 119 375 mm X 3.5 m From Inlet 73 to 1350mm Type 1. Sto. 9+04.89. Type 1-7-8, Fill = 1.55 m Asphalt ©lily 11111 TIE TACO JOHNS 'Z e Asphalt Parkin ap for Taco Johns 0 BUILT CURB INLET, SPECIAL PLAN 3C N0. STATION "X" "A" "Y" 46 9+47.19 - Rt. 1.194 0.813 3.658 47 9+07.37 - Rt. 1.194 0.813 1.829 48 8+80 0 03.CC Rt. 1.194 0.813 3.048 49 8+52.48 - Rt. 1,194 0.813 3.048 71 9+63.60 - Lt. 1.194 0.813 2.438 72 9+46.32 - Lt. 1.194 0.813 2.438 73 9+06.27 - Lt. 1.194 0.813 3.048 O � Illaivir•Amill Iff Asphalt Parking u for Pizza Hut nl�:f•Z43 RR Tie Wall alt PIZZA 14.17 T19 S. BURLINGTON AVE. gn CO U IU Asphalt Overloy 2l UU O BUILT GRATE INLET, SPECIAL PLAN 7C N0. STATION 8+80 SIDE "X" GRATE TYPE 10 Rt. 1.524 0'05.20 6-7 0)666605 715 S. BURLINGTON AVE. Conc PorkIng for John Kallos 01 DRAINAGE DATE$$$$$$$$$$$$$ MATCH LINE STA. 9+80 9+80 10+00 REMOVE INLET STATION SIDE EACH 10+04.0 RT. 1 10+04.14 LT. 1 10+95.2 RT. 1 10+95.2 LT. 1 10+17.3 RT. 1 REMOVE EXISTING SEWER PIPE STATION TO STATION SIZE 10+04.0 LT. & RT. 375mm X 15.41.1 10+95.2 LT. & RT. 375mm X 13.0M HASTINGS SCALE 1 : 200 REMOVE EXISTING STRUCTURE STATION SIDE DESCRIPTION EACH 10+04 TO 10+17 RT. 1050mm BRICK ARCH STORM SEWER 1 10+17 TO 10+95.2 RT. 1050mm BRICK ARCH STORM SEWER 1 11+00 SEC. 13-T 7 N -R 10 W FROJECT N0. SHEET N0. 34-4(1013) 2L30A C.N. 41521 11+20 0 ADDED SHEET 03 AUG 99 ADJUST METER PIT TO GRADE BUILD GRATE INLET. SPECIAL PLAN 6C STATION SIDE EACH 10+92.2 RT. 1 EACH O Red Brick 630 5. BURLINGTON AVE. 616 & 61611/3S. BURLINGTON AVE. 614 S. BURLINGTON AVE. CON000 GAS STATION 634 S.9URL!NGTON AVE. Cone Step• Steps to 800emen7 Apt. Ing Over Them Conc Drive Ort _ / Red Brick Conc Drive Gross 131 bas Pumps ,ZOn4 Pad Ozu 100mm Got I e _ \ ' E 7 0ver107 Asph0lt 3-'`V• C BURLINGTON AVENUE I I °e SHIFTED 6 I--ST-A.10! 19.434BURL-WG-T.9N-AkE STA.700+00 C "E" STREET STA.10+10.42 Q BURLINGTO AVE. I °' .600+00 q. "E" STREET t -w Op .1004o Water Lin o "S 1 1 SURVEYED 1/4 SECiI N ' I E nP L7 Ap cP� r v W 1050mm Brick Arch Storm Se b 1200 ASphalt e r W Abend. 90,nn Wy#�r re W i7 '41 mIIP -ci- 4� =I[ Con° Wail, Note, MH Gross rotors Conc Grovel ;�- arconeoiis Rot ,4 1 c L9 F.; ASp2O.: Parking RR Ole 623 S. BURLINGTON AVE. Grove! O BUILD GRATE INLET. SPECIAL PLAN 6C N0. STATION SIDE "X" GRATE TYPE 9 10+22.51 Rt. 2.303 - BUILD MANHOLE. SPECIAL PLAN 15C N0. STATION DISTANCE FRAME & FLANGE RING COVER TYPE 17 10+88.18 7.50 Rt. TYPE II - TYPE A 22 10+94.05 7.50 Lt. TYPE II - TYPE A 23 9+92.19 7.50 Lt. - TYPE II - TYPE A Rot -king Curbs II 1 1 TANGLES FAMILY HAIR CAR 631, 635. 641,643 & 645 S.SURLPI0TON AVE. O BUILD STORM SEWER PIPE NO. STATION DESCRIPTION 63 1500 mm X 86.5 m From MH 17 to MH 16, Type 1, F111 = 0.92 m 67 375 min X 3.5 m From Inlet 38 to 1500mm Type 1, Sto. 11+16.23, Type 1-7-8. Fin = 0.80 m 68 375 mm X 3.5 m From MH 17 to Inlet 39, Type 1-7-8, Fill = 0.71 m 70 375 mm X 3.5 m From Inlet 40 to 1650mm Type 1, Sta. 10+61.04. Type 1-7-8, Fill = 0.88 m 71 375 mm X 3.5 m From Inlet 41 to 1650mm Type 1, Sta. 10+39.56, Type 1-7-8, Fill = 0.86 m 72 375 mm X 3.5 m From Inlet 42 to 1650mm Type 1, Sto. 10+27.34. Type 1-7-8, Fill = 0.88 m 73 375 mm X 8.5 m From Inlet 43 to Grote Inlet 9. Type 1-7-8, Fill = 1.56 m 74 450 mm X 12.5 m From Inlet 44 to Inlet 43. Type 1-7-8, Fill = 1.32 m 75 450 mm X 17.0 m From Inlet 44 to 1650mm Type 1. Sto. 9+95.80, Type 1-7-8, Fill = 1.08 m 76 375 mm X 3.5 m From Inlet 45 to 1650mm Type 1, Sta. 9+91.25. Type 1-7-8, Fin = 0.95 m 109 375 mm X 3.5 m From Inlet 65 to 12D0mm Type 1. Sto. 11+16.84. Type 1-7-8, Fill = 1.12 m 110 375 mm X 3.0 m From MH 22 to Inlet 66, Type 1-7-8, Fill = 0.73 m 111 1200 mm X 102.0 m From MH 23 to MH 22. Type 1. Fill = 1.57 m 112 375 mm X 3.5 m From Inlet 67 to 1200mm Type 1, Sto. 10+62.42, Type 1-7-8. Fill = 1.14 m 113 375 mm X 3.5 m From Inlet 68 to 1200mm Type 1. Sto. 10+37.22, Type 1-7-8. Fill = 1.16 m 114 375 mm X 3.5 m From inlet 69 to 1200mm Type 1, Sto. 10+27.60, Type 1-7-8, Fill = 1.19 m 116 375 mm X 3.0 m From MH 23 to Inlet 70. Type 1-7-8, Fill = 0.78 m O BUILD CURB INLET. SPECIAL PLAN 3C N0. STATION "X" "A" "Y'1 38 11+17.62 - Rt. 1.194 0.813 1.219 39 10+88.60 - Rt. 1.194 0.813 1.829 40 10+62.43 - Rt. 1.194 0.813 1.829 41 10+40.95 - Rt. 1.194 0.813 2.438 42 10+28.73 - Rt. 1.194 0.813 3.658 43 600+21.95 - Lt. 1.870 0.813 3.658 44 600+21.95 - Rt. 1.978 1.397 1.219 45 9+92.64 - Rt. 1.194 0.813 4.877 65 11+18.22 - Lt. 1.194 0.813 2.438 66 10+94.51 - Lt. 1.194 0.813 3.048 67 10+63.80 - Lt. 1.194 0.813 2.438 68 10+38.60 - Lt. 1.194 0.813 1.829 69 10+28.94 - Lt. 1.194 0.813 1.829 70 9+92.60 - Lt. 1.194 0.813 2.438 DATE$$$$$$$$$$$$$ MATCH LINE STA. 11+20 11+20 REMOVE INLET STATION SIDE EACH 11+42.7 RT. 1 11+61.7 RT. 1 11+75.3 RT. 7 12+20.1 RT. 1 Gravel Asphalt REMOVE EXISTING SEWER PIPE STATION TO STATION SIZE 11+61.5 RT. 12+60.0 RT. 750mm X 98.5m 11+61.7. 7.5m RT. to 40.5m RT. 750mm X 21.5m 11+75.3. 7.5m RT. to 29.1m RT. 600mm X 21.0m Drive Thru Window VALENTINO'S • 604 S. BURLINGTON AVE. HASTINGS 12+00 -f-r SCALE 1 : 200 $ SEC. 13-T 7 N -R 10 W REMOVE EXISTING STRUCTURE STATION SIDE DESCRIPTION EACH 10+95.2 TO 11+42.7 RT. 1050mm BRICK ARCH STORM SEWER 1 11+42.7 TO 11+61.7 RT. 1050mm BRICK ARCH STORM SEWER 1 Asphalt Parking for Vclentino's PROJECT N0. I ST N0. 34-4(1013) 1 2L31A C.N. 41521 12+60 0 ADDED SHEET 03 AUG 99 Cone Parking tor CocstolMart I I i, ! I" I �-- L 3 L I E j -_ / STA.11+67.99 CL;BURLINGTON AVE. / I __,,,„e ` ,6- / STA.800+00 �D" STREET P... l.v W 1 gioqWS ti °' / W Asphol W r-: :Op 0 OP OP BURLINGTON°PAMENUE Op 5 11050mm =rick Arch Gross Wrought i .n Fence / Playgr. nG Equipment V AVE. AM1305 x ADond.100mm Eater Line W oq ASDL el w x w pA i4. i k->.- f I Canc utak `_' "11 -"IV r I IN �Ii vl WITH, a d�---. 2 (7 o 0onc il ' I E q j I Cana o : . / E H ,I q � �� ° 36 fi , I � M I \ O Conc Parking for Amiycs 1 x Jto I I o r 65 PI 1 _ olii 43 11111 1 ill . A ADJUST MANHOLE TO GRADE. SPECIAL PLAN 15C N0. STATION FRAME 8 FLANGE RING COVER TYPE 5 11+96.120 • +r r * = REUSE EXISTING MANHOLE 111 BUILD MANHOLE, SPECIAL PLAN 15C N0. STATION DISTANCE FRAME & FLANGE RING I COVER TYPE 16 11+74.27 7.50 Rt. TYPE II - TYPE A 21 11+69.41 7.50 Lt. TYPE II - TYPE A .72.065 33.064m Gros 1 FAST FOTO 523 S. BURLINGTON AVE. 3 iQ OPADs�g, i00mm Water Line ��j � OP W Z 750ms Storm Sewer 200mm Water M Cone _ Gross 'Sign Asphalt Porking for Foto Fast Rook 0 O BUILD STORM SEWER PIPE NO. SIZE DESCRIPTION 58 1350 mm X 100.0 m From MH 16 to MH 15, Type 1, Fill = 0.71 m 60 375 mm X 3.5 m From Inlet 35 to 135071m Type 1. Sta. 12+21.55, Type 1-7-8, Fill = 0.84 m 61 750 mm X 7.0 m From Inlet 36 to 1 - 11° CO'Ic. Co11ar.Plan M425, Type 1-7-8. Fill = 0.96 m 62 750 mm X 15.0 m From MH 16 to Inlet 36. Type 1-7-8. Fill = 0.86 m 64 750 mm X 4.0 m From Inlet 37 to 1 - 4• Conc. Collar,Plon M425, Type 1-7-8, Fill = 0.80 m 65 750 mm X 28.5 m From Inlet 37 to 1SOOmm Type 1. Sta. 11+61.64. Type 1-7-8, Fill = 1.09 m 66 375 non X 12.0 m From Grate Inlet 8 to 750mm Type 1, Sta. 800+14.83, Type 1-7-8, Fill = 0.98 m 104 1200 mm X 104.0 m Fran MH 21 to MH 20. Type 1, Fill = 1.17 m 107 375 mm X 3.0 m From MH 21 to Inlet 64, Type 1-7-8, Fill = 0.80 m 108 1200 mm X 75.5 m From 5H 22 to MH 21. Type 1. Fill = 1.50 m PAUL STEI.NKE'S AUTO WORLD O BUILD GRATE INLET, SPECIAL PLAN 5C N0. STATION I SIDE "X" GRATE TYPE 8 11+50.00 I Rt. 1.524 36 O BUILD CURB INLET. SPECIAL PLAN 3C NO. STATION "X" "A" "Y" 35 12+22.94 - Rt. 1.194 0.813 3.048 36 800+21.91 - Lt. 1.710 1.753 3.658 37 800+34.84 - Rt. 1.603 1.753 3.658 64 11+69.82 - Lt. 1.194 0.813 1.829 lY Conc Parking for Poul Steinke's Auto! DRAINAGE c4 Err v> f4 fA a,+8 i *4 ww 4464 3+ 49 49 48 to 6, 64. EA U 4949 Lo _J J V) 0 Z U 23 N 0 12+60 It REMOVED MANHOLE STATION SIDE EACH 12+74.9 - RT. 1 13+82.1. RT. 1 13+88.1 .. RT. 1 0-1 0 r m =c71 3° Asph t O 4*98*It P00kinq Ul mL Nimrwo for 'Nendy's As holt �m o a O.. W. W r C W --,3m o O� _ u 3 ryvwl v `m Z F- SALVATION ARMY m 400 5. BURLINGTON AVENUE V O ` WEi'87Y'S m o0 ASPhait Por*1 0 Lot - COna m oo Parkfn9 6T coy - a t E ' im + {- F- ..+•I• � u `' ° --�3 ` o In mti tr. too ���'��, � m f4) Conc Planters ■P' , • Cono n'aik % c ti - '00 Cone Cur S Orm Sowe� veep p0' .. �i�Od ChIP� O ° o E Com�,- ��. 0� G - c o Grass O nc ®-.I ,m � w I tt STA.12+79.96 BURLINGTON AVE.�� PI I� SHIFTED CL 0� \� ` N ~ _° T 1_ t I I <. 7'ST\.1000+00 "C" STREET I Op, 1 As9hdt I \ 1 1 13+00 REMOVED EXISTING SEWER PIPE STATION TO STATION SIZE 12+60 TO 12+73.5, 8.0m RT. 750mm X 13.5m 12+62.7, 7.0m LT. TO 12+64.0, 7.5m RT. 450mm X 14.9m 12+73.5 TO 13+88.5. 8.5m RT. 600mm X 114.4m 12+73.5, 8.0m RT. TO 12+75.5, 13.4m LT. 600mm X 22.01* 12+73.5, 8.0m R7. TO 12+75.8, 13.4m RT. 600mm X 5.0m 12+75.5 TO 12+83.6, 13.4m LT. 650mm X 7.0m 12+75.8 TO 12+84, 13.4in RT. 650mm X 8.0m 13+30.2, 7.4m LT. TO 7.6m RT. 650mm X 14m 13+30.2. 7.6m RT. TO 8.5m RT. 650mm X 1.5m 13+88.1 TO 13+96.5, 13.6m LT. 450mm X 8.0m 13+88.1, 7.5m RT. TO 13+88.1, 13.6m LT. 450mm X 21.0m 13+88.1, 7.5m RT. TO 13+88.7, 13.3m RT. 450mm X 6.0m 13+88.5 TO 14+00, 7.5m RT. 450mm X 11.5in 13+88.7, 13.3m RT. TO 13+96.8, 13.4m RT. 450mm X 8.3m 13+96.8, 13.4m RT. TO 39.4m RT. 450mm X 26,0m HASTINGS SCALE 1 : 200 Z SEC. 13-T 7 N -R 10 W REMOVED INLET STATION 510E EACH 12+62.7 LT. 1 12+75.5 LT. 1 12+75.8 RT. 1 12+83.6 LT. 1 12+84.0 RT. 1 13+30.2 LT. 1 13+30.2 RT. 1 13+88.1 LT. 1 13+88.7 RT. 1 13+96.5 LT. 1 13+96.8 RT. 1 PROJECT N0. SHEET N0. 34-4(1013) 2132A C.N. 41521 14+00 0 ADDED SHEET 03 AUG 99 „ FI U ®,_mc neo 4g0 ° „ orm Sewer ii./� 4 Atm Ajoir, " OO E ® ®. r tl a-- e 161111 one a, 1�Q41LL 0 d 000- . •.d• 0 O O 140 Wood Plors OONOO A Conc Conc (C3o)nWcoodolPars 18 to Perot ` nc a C Bose Landscape 0 0 Conc Conc 423 S. BURLINGTON AVE. 415 5. BURLINGTON 40E, ARBY'5 439 S. BURLINGTON AVE. 415 S. BURLINGTON AVE. 0 X W 0 BUILT GRATE INLET N0. STATION SIDE "X" GRATE TYPE PLAN 7 1100130.91 L. 1.321 - 03 14 12+68.56 Lt. 1.524 - 52 BUILT MANHOLE. SPECIAL PLAN 15C N0. STATION DISTANCE FRAME 4. FLANGE RING COVER TYPE 13 13+86.70 7.50 Rt. TYPE II - TYPE A 14 13*35.86 7.50 Rt. TYPE II - TYPE A 15 12+73.95 7.50 Rt. TYPE [I - TYPE A 19 13+91.63 7.50 Lt. ' TYPE II - TYPE A 20 12+73.46 7.50 Lt. TYPE II - TYPE A O BUILT CURB INLET. SPECIAL PLAN 3C N0. STATION "X" "A" "0" 26 1100+38.91 - Rt. 1.728 1.750 3.658 27 13+73.84 - Rt. 1.194 0.813 2.438 20 1.1 42.5: RI. 1.133 0.213 1.219 29 13+36.28 - Rt. 1.194 0.813 1.829 30 13+16.74 - Rt. 1.194 0.813 2.438 31 12+98.72 - Rt. 1.194 0.813 2.438 32 900+21.59 - Lt. 1.194 0.813 1.829 33 900+21.69 - Rt. 1.287 1.397 1.219 34 12+62.97 - Rt. 1.194 0.813 3.658 61 13+50.40 - 11-. 1.194 0.813 2.438 62 13+13.49 - Lt. 1.194 0.813 4.877 63 12+62.47 - Lt. 1.194 0.813 3.658 26A 1100+38.91 - Lt. 1.143 1.750 3.658 O BUILT STORM SEWER PIPE, SPECIAL PLAN 2C NO. STATION DESCRIPTION 42 1050 mm X 110.0 m From MH 13 to 1 - 0° Conc. Collor, Pion 14425, Type 1, Fill = 0.60 m 46 450 mm X 10.0 m From Inlet 26 to 1 - 0° Conc. Collor, Plan 14425, Type 1-7-8. Fill = 0.50 m 47 750 mm X 11.0 in From Inlet 26 to Grate Inlet 7. Type 1-7-8, Fill = 0.46 m 48 750 mm X 31.5 m From MH 13 to Inlet 26, Type 1-7-8, Fill = 0.62 m 49 1200 mm X 51.0 m From MH 14 to MH 13. Type 1, Fill = 0,52 m 50 375 mm X 3.5 m From Inlet 27 to 1200mm Type 1, Sto. 13+72.46. Type 1-7-8, Fill = 0.80 m S1 375 ,,i<i X 3.5 ." F..,... L1,1 29 to Lae1 28, Tswc 1 7 0, Fffi - 0.68 ... 52 450 mm X 3.5 m From MH 14 to inlet 29, Type 1-7-8, Fii1 = 0.60 m 53 1350 mm X 62.0 m From MH 15 to 6131 14. Type 1, Fill = 0.44 m 54 375 mm X 3.5 m From Inlet 30 to 1350mm Type 1. Sta. 13+15.35. Type 1-7-8. FIII = 0.66 m 55 375 mm X 3.5 m From Inlet 31 to 1350mm Type 1. Sta. 12+97.34. Type 1-7-8, Fill = 0.79 m 56 375 mm X 11.0 m From Inlet 33 to Inlet 32, Type 1-7-8. Fill = 0.50 m 57 450 mm X 14.5 m From MH 15 to Inlet 33, Type 1-7-8, Fill = 0.94 m 59 375 mm X 3.5 m From Inlet 34 to 1350mm Type 1. Sta. 12+61.58. Type 1-7-8, Fill = 0.87 m 96 1200 mm X 104.0 m From MH 19 to 1 - 0° Conc. Collor. Pion 6425, Type 1, Fill = 0.58 m 100 450 mm X 7,5 m From MH 19 to 1 - 32° Conc. Collor. Pion M425, Type 1-7-8. Fill = 0.71 m 101 1200 mm X 118.5 m From MH 20 to MH 19, Type 1. Fill = 0.55 m 102 375 mm X 3.5 m From Inlet 61 to 1200mm Type 1. Sto. 13+49.01. Type 1-7-8. Fill = 0.68 m 103 375 mm X 3.5 m From Inlet 62 to 1200mm Type 1, Sto. 13+12.95, Type 1-7-8, Fill = 0.68 m 105 375 mm X 10.0 m From MH 20 to Grote Inlet 14, Type 1-7-8, Fill = 1.13 m 106 375 mm X 3.5 m From Inlet 63 to 1200mm Type 1. Sto. 12+61.08, Type 1-7-8, Fill = 0.79 m 0 O + CIiminated Grate Inlet No 7. 80,0 Curb Intel No 268. 4 • DRAINAGE 4. Ni EA to (e n of 4+ 40 4+ 44 of 64 6444 N 4+ »w o U W w w 0- Q Z U (0 N 14+00 MATCH LINE STA. 14+00 REMOVED EXISTING SEWER PIPE STATION TO STATION SIZE 14+00 TO 14+96.8. 7.5m RT. 450mm X 96.8m 14+29.6, 6.5m RT. TO 7.0m LT. 450mm X 13.5m Concrete Parking Lot for Burger King • Perking Curbs �f I 2 J`�oo No 5001 O 5t0`m A50 mm nc Crw WaQI>� 1 OMEN !Pao O 0 Gross O HASTINGS REMOVED INLET STATION SIDE EACH 14+29.6 RT. 1 14+29.6 LT. 1 Cone Parking L01 Conc Wolk , 222-2 e Slgn SCALE 1 : 200 15+00 SEC. 13-T 7 N -R 10 VI REMOVED PIPE PLUG STATION SIDE EACH 14+95.78 LT. 1 14+96.77 RT. 1 1t-33.04 KT. 1 Concrete 5I gI 11 ml l ! -41/ T J mph. 9717. Gross r,SI9n ( oP OP\ BURLINGTON AVENUE OP END PROJECT STA. 15+06.101 -1 Conc 3 ote PROJECT M. 34-4(1013) C.N. 41521 SHEET N0. 2L33A 8 ADDED SHEET 03 AUG 99 KERRCO INC. `12- J/ G OP 11 11 •■ _ cant '\i\ rmlk--E II .F• •croval Porch STA 15+06.10 Q BURLINGTON AVE. STS 1400+00.000 "A" STREET BURLINGTON AVENUE + l 01 I 1c I®m E I' .° it Styetlia "Asphalt Q 0 ?' E EI Curb Inlet SHIFTED I OP STA.15+06.10 BURLINGTON l 1 Op S\\STREET 0 300+00.000 "A" STREET' 1 1 \ 1 i1 OP 0 I 1 m yr ilitikk&-.:...erravyI notiN o o o o I'F. - tit7p�ent '9n - . 0 044 `g1 .. _ 5 a,. Grass 24 3 Conc Coria Woik Grass f 0 Q Conc wol 0 0 X I00mm Water Lin 1�a 11 W W C000 Stops Asphalt u RR Iles Asphait 171 AtetaiPosts . . 0/ Cholns Between I Playground EGuloment a BUILD CURB INLET, SPECIAL PLAN 3C N0. STATION "X" "A" "Y" 21 1300+35.04 Rt. 1.194 1.397 5.486 22 1300+27.11.- Rt. 1.194 1.575 5.486 23 14+68.60 - Rt. 1.194 0.813 2.438 24 "14+42.94 = Rt. 1.194 0.813 2.438 25 14+10.00 - Rt. 1.194 0.813 1.829 59 14+71.18" - Lt. 1.401 0.813 2.438 60 14+09.57 - Lt. i .194 0.813 2.438 A5ph0;t Surfa0Ina w/Ployarouna Equipment O BUILD STORM SEWER PIPE N0. SIZE DESCRIPTION 40 450 mm X 8.0 m Fran Inlet 22 to Inlet 21, Type 1-7-8, Fill = 0.72 m 11 G00 2 X 11.0 ,„ r. om 1 0 O g, ec Cog,., , *7.0. N425 to L.L.t 20. T.,p.. I 7 0, FIH 0.11 ,. 43 375 mm X 3.0 m From Inlet 23 to 1050mm Type 1, Sta. 14+67.22. Type 1-7-8. Fill = 0.70 m 44 375 mm X 3.5 m From Inlet 24 to 1050mm Type 1, Sta. 14+41.56. Type 1-7-8. Fill = 0.71 m 45 375 mm X 3.5 m From Inlet 25 to 1050mm Type 1. Sta. 14+08.62. Type 1-7-8, Fill = 0.71 m 97 375 mm X 6.5 m From inlet 59 to Grote Inlet 13, Type 1-7-8, Fill = 1.06 m 98 450 mm X 3.5 m From inlet 59 to 1200mm Type 1. Sta. 14+69.80. Type 1-7-8. Fill = 0.77 m 99 375 mm X 3.5 m From Inlet 60 to 1200mm Type 1, Sta. 14+08.19. Type 1-7-8, Fill = 0.66 m 41 600 mm X 14.0 m From Inlet 22 to Existing 42" RCSP, -I w -- Curb Stops co PLATTE VALLEY SALES AND SERVICE LIGHTING CENTER O BUILD GRATE INLET, SPECIAL PLAN 5C N0. STATION SIDE "X" GRATE TYPE 13 14+74.01 Lt. 1.524 TYPE 111. A DRAINAGE