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F-6-4(1010)
INDEX OF SHEETS SHEET NO, 1 TITLE PAGE 2T1 -2T2 TYPICAL CROSS SECTIONS 2S1 -2S2 SUMMARY OF QUANTITIES 2A1 -2A2 PHOTO MAPS 3 - 5 PHASING 6 - 8 PLAN & PROFILE SHEETS 9 - 16 CONSTRUCTION & REMOVALS 17 - 244 GEOMETRICS & GRADES 25 - 31 DRAINAGE 32 - 40 LIGHTING PLANS 41 - 47 DRAINAGE STRUCTURE CROSS SECTIONS 48 SPECIAL PLAN 1C GRATE DETAILS 49 SPECIAL PLAN 2C JOINT SHEET , R1 - R4 RIGHT-OF-WAY SHEETS X]. - X9 CROSS SECTIONS If I► If I1 I1 I1 11 11 If If If If N I1 I1 I1 1► If /1 II 11 i► I, STD, PLAN N0, 301-R4 331-R2 403-R1 410-R2 425-R2 435 443-R5 501-R1 914 920 -R3 932 1104 If I► I► II II n I1 I► I► I► I► If 1l II 11 I► 1► 1► ►► If If 1► I1 IJ ►I 11 ►1 11 I1 (2 SIIEET) PAVEMENT DETAILS (2 SHEETS) 6 TO 10 INCH CONCRETE PAVEMENT WITH CURB BENDS AND BREAKS FOR CONCRETE BOX CULVERTS (2 SHEETS) FLARED ENI} SECTIONS FOR PIPE CULVERTS COLLARS AND ELBOWS FOR CONCRETE PIPES (3 SHEETS) MANHOLE (2 SHEETS) CURB INLETS AND JUNCTION BOX EROSION CONTROL PULL BOX DETAILS TRAFFIC CONTROL URBAN TRAFFIC CONTROL (2 SHEETS) REINFORCED CONCRETE BOX CULVERTS SINGLE SPAN WITH 4 -FOOT RISE CONVENTIONAL SIGNS FENCE LINE GUARD RAIL TRAVELED WAY DIKE CULVERTS RAILROAD RIGHT OF WAY POWER POLE TELEPHONE or TELEGRAPH MARSH HEDGE TREES POLE • XXXXXXXXXXXXX I � 0 416-, alkir. o c, c O Ob ROW LEGEND LIMITS OF CONSTRUCTION PREVIOUS R.O.W. NEW R.O.W. PERMANENT PERMANENT TEMPORARY CHANNEL EASEMENT FILL ENCROACHMENT EASEMENT EXCESS TAKING PERMANENT EASEMENT EXCEPT CHANNEL EXISTING RAILROAD EASEMENT NEW RAILROAD PERMANENT EASEMENT NEW RAILROAD TEMPORARY EASEMENT m ; 0 co z 0 STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION BU LINGTON AVE. AST ADAMS COUNTY 1st St 11 1 12 NORTHERN _ _ South St 14 .1-3- 3 MISSO RI 12 • AS -BUILT PLANS Grading by Werner Concrete Pavement by Werner Culverts by Werner Street Lighting by Werner Prepared by Robert Borchers Approved by Robert Ruxton East Park St 8Rd 5506 13 18 t 0 1101111111/111111111111111811111101119111111 [11:I:I:1:11:1:1:1:1:1 D i D St E St F St 0 0 0 - Rd55Z1 33 0 CC HASTINGS °"� Franklin Ave I--O- Rena* Lane H St R1OW • 0 V m 0 J J St K SI 0 )41 0 ce ¢ 0 h Kansas Ave Pau/S 1 1 St 0 13 MUNN MU 2410 0 .. Rd 55022 CC 18..■■■■ BEGIN PROJECT STA. 1155+62 REFERENCE POST N9 TO REFERENCE POST N2 EXCEPTIONS: FROM STA. c TO STA. TOTAL LENGTH OF EXCEPTIONS FEET e St c: Rd 5502 C3 E: 1%17 Rd 2030 :y19E •• •• r�i�iYY�ti%YWrV rn e� cc R9W END PROJECT STA, 1188+70,74 TOTAL NET LENGTH OF PROJECT 3308.88 FEET 0,627 MILES 20 Construction Co. Construction Co. Construction Co. Construction Co. AEII 2/28/92 RPM 2/28/92 EQUATION STA. 1159+68,26 BK - STA. 1159+68.12 AH APPROVED 1-22 19 90 PROJECT N2 F-6-4(1010) 14 CONTROL Ns 40741 SHEET N A CONTROL N° ■ CONTROL N° THE NEBRASKA 1985 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, AS APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT: DEPUTY (!DIRECTOR—ENGINEERING IRECTOR —STATE ENGINEER THE WORK ON THIS PROJECT CONSISTS OF GROUPS! 1 --GRADING, 3 -CONCRETE PAVEMENT, 4 -CULVERTS, & 8B -ELECTRICAL i. GROUPS 1, 3, 4,& 8B ARE ' INCLUDED IN THE LETTING OF APRIL 12, 1990 • GROUPS ARE INCLUDED IN THE LETTING OF ■ GROUPS ARE INCLUDED IN THE LETTING OF DESIGN DESIGNATION NEW OR RECONSTRUCTION URBAN TRAFFIC YEAR: 1986 2006 ADT: 6,000 9,600 DHV: 600 960 N,F,C,' U. S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED For DIVISION ADM'NISTRt•TOR DATE D[f.•-1.14N• 0R 00400 0-.'[ IA 444444 RA Ad 040 CO D IMP 4011, VARIES 33'-0" MAX. 8'-0,i SLOPE VARIES 2'-0" STA. 1 1 93+04 TO STA. 1 1 94+59 VARIES 62'-0" MAX. 8'-0" 8' _0" '2'-0' SLOPE VARIES • A I0'_O" 0.04'/FT. 4 -0 r >~ 13'-0" STA.' 1 1 88+70.74 TO STA. 1193+04 25'-0" 7'_0„ 64'_0; 7'-0" 3 _0„ r 25'_0' i 0 LEGEND CONCRETE PAVEMENT " FOUNDATION COURSE (REGULAR) 0 SUBGRADE PREPARATION IUTEGRAL CURB 0 LONGITUDINAL JOINT • 0 PROFILE GRADE SHOULDER CONSTRUCTION I3'-0" e EROSION CONTROL, TYPE ° ;' ASPHAL TIC CO \CRETE, TYPE A" SPECIAL GEDMETR. CS LINE 8 T EMP. ASPHALT !C CONCRETE, TYPE 3101. 10'-0" 0.0I'/FT. I1�IirAng PAID -/ �///IfIJ/I7I��� ///►ILIIIIIA►�'/II///I/,I/III�JLIYa➢r�i/I�'�%I - - � , - _,.....� - � ►. - - „,c) 0.01'/FT. 0.02'/F T. 0.04'/FT. A \ STA. 1155+62 TO STA. 1 1 88+70.74 EQUA: STA. 1159+68.26 BK= STA. 1159+68.12 AH 3'-0" PROJECT NO. SHEET NO. F-6-4(1010) .2-T1 C.N. 40741 • NOTES: HOT POURED TYPE CONTRACTION JOINTS SHALL BE USED ON THIS PROJECT TINING SHALL BE REQUIRED ON THIS PROJECT FOR DETAILS NOT SHOWN, SEE STANDARD PLANS 301-R4 AND 331-R2 AND SPECIAL PLAN 2C. %NW MO, 6'-0" VARIES 24'-0" MAX. 3'-O" STATION TO STATION 1156+00 1174+10 1174+50 1197+71 0 0 0 0 0 0 0 0 PHASE 1 • LEGEND 9" CONCRETE PAVEMENT 4" FOUNDATION COURSE (REGULAR) SUBGRADE PREPARATION INTEGRAL CURB LONGITUDINAL JOINT PROFILE GRADE SHOULDER CONSTRUCTION EROSION CONTROL, TYPE 8" ASPHALTIC CONCRETE, TYPE "A" SPECIAL 0 GEOMETRICS LINE 8" TEMP. ASPHALTIC CONCRETE, TYPE 'A VARIES 36'-0" MAX. VARIES I 8'-0" MAX. Q VARIES 181-0" MAX. - EXISTING PAVEMENT 3'-0" 4. WABASH AVENUE 4;! CD 1110 x 18" DOWEL BARS, T=6" TO 8" II/4" 0 x 18" DOWEL BARS, T OVER 8" EXPANSION TUBE. NOTES: - EXISTING SLAB - NEW SLAB 111 GREASE :)0WEL BAR ON EXPANSION TUBE SIDE " PREFORMED EXPANSION JOINT MATERIAL © JOINT SEALING FILLER (HOT POURED TYPE) DOWEL BAP' SHALL BE DRILLED TO A DEPTH OF 8"INTO EXISTING SLAB AND 1,ROUTED. DOWEL BARS SHALL BE PLACED AT -0" CENTERS WITH :HE DOWEL BAR AT THE OUTSIDE PLACED 6"FROM THE EDGE OF THE SLAB. THIS JOINT 'SHALL BE CONSTRUCTED TRANSVERSE:TO THE ROADWAY WHERE THE NEW CONCRETE ABUTS THE EXISTING CONCRETE. EXPANSION JOINT (SUBSIDIARY) PROJECT NO. SHEET NO. F-6-4(1010) 2-T2 C.N. 40741 GRADING ITEMS GROUP 1 ITEM COVERCROP SEEDING EROSION CONTROL, TYPE "B" MOBILIZATION CLEARING & GRUBBING TREES -OVER 12 TO 24 INCHES IN DIAMETER CLEARING & GRUBBING TREES -OVER 24 TO 36 INCHES IN DIAMETER CLEARING & GRUBBING TREES -OVER 36 TO 48 INCHES IN DIAMETER - CLEARING & GRUBBING TREES -OVER 48 INCHES IN DIAMETER GRUBBING STUMPS -OVER 12 TO 24 INCHES IN DIAMETER GRUBBING STUMPS -OVER 24 TO 36 INCHES IN DIAMETER GRUBBING STUMPS -OVER 36 TO 48 INCHES IN DIAMETER GRUBBING STUMPS -OVER 48 INCHES IN DIAM, 1 GENERAL CLEARING AND GRUBBING WATER,APPLIED EARTHWORK MEASURED IN EMBANKMENT REMOVING PAVEMENT REMOVING ASPHALT SURFACE REMOVING DRIVEWAY REMOVING WALK /8 "OR/116 4h 5 C 1.41 ERT_ P/PE COMPACTION REQUIREMENTS QUANTITY UNIT 3.500 2,/..3/, // 2- 2213,000 1.000 2 moo 1.00o - ACRE SQ YD LUMPSUM EACH 0.000 1.060 EACH 0.4000 1.688 EACH 1.000 EACH 1,000 EACH 0.000 1 008 EACH 0,000 1;000 EACH 0.000 1 * V V V 1.000 0.000 60.000- 2728.000 /0 29/. o/ 1-(1.2857000. /y 3 so'. 556 14379.000 /6/2. 3C 2. 13:617-01:Fo 344104. CLASS III ( See Specifications) DEPTH BELOW SOIL TYPE FINISH SUBGRADE Embankment/Roadway Silt -Clay Upper 3' Grading, including driveways which will is iiAt depths greater receive Concrete than 3' Pavement Granular All depths Embankment, includ- ing roads, detours, temporary roads and driveways which will receive Flexible pavement Embankment of Roads which will not be surfaced Silt -Clay Upper 3' At depths greater than 3' Granular All depths All All depths 11 • 11 Embankment of drive- All All depths ways not to be surf- aced Subgrade Preparation Silt -Clay The upper 6" of (Concrete Pavement) subgrade soil Granular Subgrade Preparation Silt -Clay The upper 6" of (Flexible Pavement) subgrade soil Granular 11 11 Bituminous Pave- ment Patching 11 11 All Underlying Material Foundation Course -- ** EACH EACH M GAL CU YD SQ YD - SQ YD SQ YD SQ FT 90. ciao Am/. FT PERCENT MOISTURE REQUIREMENTS DENSITY MINIMUM MAXIMUM 96+3 Opt. -3% 95 Min. 100 Min. 100 Min. 95 Min. 100 Min. 95 Min. ** ** ** ** ** ** Opt.+3% Opt.+2% ** Opt.+1% Opt.+2% ** ** Class I (See Specifications) 96+3 Opt. -3% Opt.+3% 100 Min. 100 Min. .** Opt.+1% 100 Min. 100 Min. ** ** ** ** ** ** 100 Min. (See Specifications) Moisture as necessary to obtain density. SUMMARY Of QUANTITIES PAVEMENT ITEMS GROUP 3, ITEM SEEDING, TYPE "B" SODDING ADJUST VALVE BOX TO GRADE ADJUST CURB STOP AND BOX TO GRADE ADJUST FIRE HYDRANT TO GRADE RELOCATE CURB STOP AND BOX TO GRADE RELOCATE WATER VALVE AND BOX BARRICADES, TYPE III TYPE "B" HIGH INTENSITY WARNING LIGHT INSTALLATION OF PERMANENT SIGNS MAINTENANCE OF PERMANENT SIGNS MAINTENANCE OF TEMPORARY SIGNS REMOVAL OF PERMANENT SIGNS FLAGGING FIELD LABORATORY, TYPE MOBILIZATION GRAVEL FOR TEMPORARY SURFACING CONCRETE DRIVEWAYS 9" CONCRETE PAVEMENT CAST IRON COVERS & FRAMES ADJUSTING MANHOLES TO GRADE RECONSTRUCTING MANHOLES ' FOUNDATION COURSE (REGULAR) ASPHALTIC CONCRETE,TYPE A ASPHALTIC CONCRETE, TYPE "A" SPECIAL ASPHALTIC CONCRETE FOR INTERSECTIONS AND DRIVEWAYS ASPHALT CEMENT FOR ASPHALTIC CONCRETE PREPARATION OF INTERSECTIONS AND DRIVEWAYS, TYPE "A" EMULSIFIED ASPHALT FOR TACK COAT, APPLIED WATER, APPLIED SHOULDER CONSTRUCTION SUBGRADE PREPARATION TEMPORARY PAVEMENT MARKING PAVEMENT MARKING REMOVAL 07/9/4 Sow PGS 75 QUANTITY'. UNIT if, 53/ 851.779 1'402.000 -1 X008 3.odo -1.089 56000 1,000 tOZ 0. ciao 1,000 3872, ciao 292.00U 5'/6. 0 292.880 V27 0. uO& 513t50 • Soo 7cnnn wwv , vvv //SS'. oa 1000-, 000- 5i2. 5o0 250.000 41 2.000 1.-000 1,000 Wv. 000 num 9e 1444, 000 Z/ig,Y46Z. 24332:000 D• o0O 1515,000 /3-1.00 z.000 6 2.7o�� 29�5 5418 . .000• ..5-4,3444,6) 15ffe-r000 zo 9, 000 52.000 3//. 3 9r 266.000 v. ewe 3,680 / '/Z. ooa 663.000 0, 000 150.000 6/, 929 61,654` 'Yo'a6. 2V/ 5843207000 C357. oew 703 MOSS000moa ACRE SQ YD EACH EACH EACH EACH EACH BARRDAY LTDAY SQ FT SQFTDAY SQFTDAY SQ FT DAY EACH LUMPSUM CU YD SQ YD SQ YD LB EACH EACH TON TON TON TON TON EACH GAL M GAL STA SQ YD LIN. FT. UN. FT. //.000 2F,,4c/9/ TYPES OF ASPHALTIC OIL TO BE USED TACK COAT SS -1, SS -1h, CSS -1 OR CSS -1h GRADE OF ASPHALT CEMENT TO BE USED AC -10 VIS. GRADE: AASHTO DESIGNATION M-226, TABLE 2 ELECTRICAL ITEMS GROUP 8B ITEM PULL BOX, TYPE PB -5 STREET LIGHTING UNIT, TYPE SL -B-40-12-0.25 STREET LIGHTING UNIT TYPE SL -B-45-6-0,40 LIGHTING CONTROL CENTER, TYPE "R" 1 1/2 -INCH NONMETALLIC CONDUIT 1 1/2 -INCH METALLIC CONDUIT STREET LIGHTING CABLE, NO, 4 USE STREET LIGHTING CABLE, NO. 6 BARE STREET LIGHTING CABLE, NO. 6 USE MOBILIZATION F-6-4(1010) 7'51 QUANTITY UNIT 5,000 EACH 4,000 EACH 23.000 EACH 1.000 EACH alit 73.000 4771,000 LIN FT /Z85. poo 1140,000 LIN FT Y0 38.000 3760.000 LIN FT 6/ S8. oo0 5011.000 LIN FT 8 Z. 79 . o o0 8062.000 LIN FT SUMMARY OF QUANTITIES AND LOCATION OF SURFACED 5F'ASPHALTIC CONCRETE, TYPE :4 NS'/0eC./:til ON PREPARED SUBGRADE 1.000 LUMPSUM . Project DRIVEWAYS i Cu. Gravel • • Yds. Crushed Rock STATION SIDER FEET FEET W FEET L DEGREE LL AREA SQUARE YARDS TONS ASPHALTIC CONCRETE TYPE OF PREPARATION CUBIC YARDS GRAVEL CRUSHED ROCK 15 99 37 11 A - 1174104 IfF. 15 - 1174+53 LT. 15 30 -- 90 57 16 A -- 1190+68 RT. 17 24 -- 90 89 25 A -- //79i'-29 ,jr" /s .j2 - NOTE: ALL TEMPORARY PAVEMENT MARKING SHALL BE PPE IL TAPE. f 4 OEPAMTMENT OF ROADS STATE OF NEDMASKA 1M 11 69 1 ITEM CULVERT ITEMS GROUP 4 CURB STOP AND BOX 3/4" COPPER WATER SERVICE 1" COPPER WATER SERVICE 6" WATER MAIN PIPE 10" WATER MAIN PIPE LOWER WATER SERVICE PIPE REMOVING CURB STOP AND BOX MOBILIZATION CAST IRON COVERS & FRAMES CAST IRON GRATES REMOVAL OF EXISTING FLARED END SECTIONS REMOVING & REINSTALLING CONCRETE FLARED END SECTIONS REMOVAL OF EXISTING SEWER PIPE PREPARATION OF EXISTING STRUCTURE AT STA. 1161+19 CULVERTS AND HEADWALLSD PIPE -ARCH EXCAVATION FOR BOX CULVERTS CLASS "47B" OR "AX" CONCRETE FOR BOX CULVERTS CLASS "47B" ' CONCRET FOR INLETS AND JUNCTION BOXES CLASS "47B" CONCRETE FOR COLLARS REINFORCING STEEL FOR BOX CULVERTS REINFORCING STEEL FOR INLETS AND JUNCTION BOXES REINFORCING STEEL FOR COLLARS 18" CONCRETE FLARED END SECTION 15" REINFORCED CONCRETE SEWER PIPE 18" REINFORCED CONCRETE SEWER PIPE 24" REINFORCED CONCRETE SEWER PIPE gime. a//1/ _ t✓1GEZ A/190di9,t.Of_ _ tt/s•tl1ve .Sieve: Q PP_E__ge1/4 ftt'A'A '_ _Fade. Foie /°P eta¢ v A9'T , x!/6,.5 - QUANTITY UNIT 0,000 1.000 0.o0' N'000 1$-888 0.0 00 -267800 0. 000 20,008 0O. 000 2$'000 6.000 1.000 1.000 3000. poo 2750.000 310.000 2.000 1.000 EACH LIN FT LIN FT LIN FT LIN FT LIN FT EACH LUMPSUM LB LB EACH EACH 4.000 LIN FT 1.000 EACH 25.000 CU YD 50.000 30.000 CU YD 62.700 G0.510 CU YD 9z.z. 3o ,84,750 CU YD. 0,530 CU YD 44172.000 -62'5.000 LB 5 905. ado 5424$00 LB 43,000 1.000 /o/S• 000 955.000 9/2.000 914,000 1947.000 LB EACH LIN FT LIN FT LIN FT Z. 000 C,i 4+' �.oso_Cv1'_v__ /3" Co,✓cLC67 f.L..E'g627 �t/��E:7; ,4 /• o00 6 /1 Pt%G P..gg,,v P y,S. ono !4i F7 L% 9#4'h,90 /47X .rope fadA/©,977o;r/ / 4‘X G' ij 1e7 20- 00.0 ea y0 • • • SUMMARY OF QUANTITIES LOCATION 0 c 0 CULVERT ITEMS CONT. GROUP 4 BUILD CURB INLET X=3'-11", A=2'-8", Y=8'-0" BUILD 15"x08' REINF. CONC. SEWER PIPE CURB INLET #1 TO CURB INLET #Z BUILD CURB INLET X=5'-2", A=5'-2", Y=8'-0" BUILD CURB INLET X=3'-11", A=2'78", Y=12'-0" BUILD 24"x150' REINF. CONC. SEWER PIPE CONC. COLLAR (STA. 1158+25 - 36' RT.) TO CURB INLET #4 BUI�,D 15"x68' REINF. CONC. SEWER PIPE CURB INLET #3 TO CURB INLET #4 BUILD CURB INLET X-5'-1", A=5'-2", ' Y=12'-0" BUILD 24"x148' REINF. CONC. SEWER PIPE CURB INLET #4 TO STA. 1161+19 - 45' RT, 1-300 ELBOW 1161+19 EXISTING 6'x4'x48' REINF. CONC. BOX CULVERT REMOVE WINGWALLS & 2' OF BARREL LT. & RT. EXTEND 62' LT. 1-300 BEND & 3.8-' RT., FILL=3' 34' C-7.) /Y7 BUILD 24"x1-4-9•' REINF. CONC. SEWER PIPE CURB INLET #6 TO STA. 1161+19 - 45r' RT. 1-30° ELBOW BUILD CURB INLET X=3'-11", A=2'-8", Y=8'--0" BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET #5 TO CURB INLET #6 BUILD CtJRB INLET X=5'-0", A=5'-2", Y=8'-0" BUILD 24"x260' REINF. CONC. SEWER PIPE CURB INLET #8 TO CURB INLET #6 BUILD CURB INLET X=3'-11", A=2'-8", Y=12'-0" BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET #7 TO CURB INELT #8 BUILD CURB INLET X=4'-7", A=5'-2", Y=12'-0" BUILD 18"x310' REINF. CONC. SEWER PIPE CURB INLET #10 TO CURB INLET #8 BUILD CURB INLET X=3'-11", A=2'-8", Y=8'-0" /S 1' (17.!) BUILD 5-"x68' REINF. CONC. SEWER PIPE CURB INLET #9 TO CURB INLET #10 4 BUILD CURB INLET X=4'-5", A=4'-7", 11 BUILD 18"x' REINF. CONC. SEWER PIPE ge CURB INLET #12 TO CURB INLET #10 /S x 9 ' 12 BUILD F-8-'-..10' REINF. CONC. SEWER PIPE WITH CONC. FLARED END SECTION (STA. 1171+50 50' LT.) TO CURB INLET #11 BOX CULVERTS PLAN NO. CONC. RE -STEEL 443-R5 443-R5 443-R5 425-R2 443-R5 425-R2 403-R1 1104 425-R2 443-R5 443-R5 443-R5 443-R5 443-R5 443-R5 410-R2 BUILD CURB INLET X=4'-2", A=2'-8", Y=8'-0" 443-R5 /✓r'. BUILD t8"x68' REINF. CONC. SEWER PIPE CURB INLET #11 TO CURB INELT #12 S/LD /2 X `� i�6iA/f e!".10..s.6-14/61e /1/E film FE.S, %D .24/4F-7-9 9..5X,,v f'T 6 "'flip*. 4104,/'®�,E 6z, 70 61,7a 60.51 6, 2J . // Aa44E49 /5",P e, 5. /4 .574. //7 o ,o",C7 /O.&9.4' V&8 -I / CL4.1s Gl '1$,1‘10,e. � ..GO// � i,�! NG/PETE`/.e ��� �/.CdE.eTrricd65 -__...____...• 6 S CV YOS ..__ INLETS AND JUNCTION BOXES CONC. RE -STEEL 2.79 202 4.41 246 3.51 259 5 z 3 3 o St 5.09 302 2.79 202 4.32 245 3.51 259 4.84 298 2.79 202 3.79 235 2.89 204 4. 9 V /S C.95 r =R04✓ 6RA7-s 7'PE f /SS LOCATIRN 15 BUILD CURB INLET X=4'-5", A=4'-7", Y=8'-0 BUILD CURB INLET X=3'-11", A=2'-8", Y=12'-0" BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET #13 TO,CURB INLET #14 BUILD CURB INLET X=4'-2", A=4'-3", Y=8'-0" BUILD 15"x275' REINF. CONC. SEWER PIPE CURB INLET #14 TO CURB INLET #16 BUILD CURB INLET X=3'-11", A=2'-8", Y=12'-0" . 16; t BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET #15 TO CURB INLET #16 q-;.) BUILD CURB INLET X=4'-2", A=4'-7", Y=8'-0" BUILD 18"x250' REINF. CONC. SEWER PIPE CURB INLET #16 TO CURB INLET #18 BUILD CURB INLET•X=3'-ll", A=2'-8", Y=12'-0" BUILD 15"x68',REINF. CONC. SEWER PIPE CURB INLET #17 TO CURB INLET #18 BUILD CURB INLET X=4'-2", A=5'-2", Y=8'-0" BUILD 24"x240' REINF. CONC. SEWER PIPE CURB INLET #18 TO CURB INLET #20 19 BUILD CURB INLET X=3'-11", A=2'-8", Y=12'-0" q6,2) 25 BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET #19 TO CURB INLET #20 BUILD CURB INLET X=4'-3", A=5'-2", Y=8'-0" BUILD 24"x260' REINF. CONC. SEWER PIPE CURB INLET #20 TO CURB INLET #22 BUILD CURB INLET X=3'-11", A=2'-8", Y=12'-0" BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET #21 TO CURB INLET #22 BUILD CURB INLET X=4'-5", A=5'-2", Y=8'-0" BUILD 24"x360' REINF. CONC. SEWER PIPE CURB INLET #22 TO JUNCTION BOX 23 BUILD JUNCTION BOX X=3'-8", YxY1=3'-0"x3'-0" CAST IRON GRATE, TYPE "F" BUILD 24"x219' REINF. CONC. SEWER PIPE JUNCTION BOX #23 TO JUNCTION BOX #24 BUILD JUNCITON BOX X=3'-3", YxY1=3'-0"x3'-0" CAST IRON GRATE TYPE F .. BUILD 24"x156' REINF. CONC. SEWER PIPE JUNCTION BOX #24 TO REINSTALL 24" CONC, FLARED END SECTION &A/c. Co.G.�094.. .t • F-6-4(1010) 2-52 INLETS (4' 93,,g is7B�f AND CON4. Foe STEEL JUNCTION BOXES CO.c�.eS,e PLAN NO. CONC. RE -STEEL Cou..wp 443-R5 443-R5 443-R5 443-R5 443-R5 443-R5 443-R5 443-R5 443-R5 443-R5 443-R5 3.79 235 3.51 259 3.54 228 3.51 259 3.67 233 3.51 259 3.89 240 3.51 259 3.93 240 3.51 259 4.02 241 1C 1.89 29 443• R5 1C 1.74 29 443-R5 1 O. 53 fa,i O Ca ee.., /,cTZ x = ~T - = 2 z. 61-r "1 Y. /0- o " vs1.7 .PS 3. z 5 z.33 ea,eg = ,3 = Z - R' y _ /0 -o N 4443-.e5 3. /s �,✓F /✓c . E.e - ,E 231 • IMINE DEPARTMENT D♦ ROADS STATE Of NEORASR4 IM 9 60 SHEET NO BURLINGTON AVE. EAST ADAMS CO. STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE 11-3-87 FLIGHT NO. 6177 SHEET NO 1180 5 1190 STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE 11-3-87 FLIGHT NO. 6177 O t0 0 ti 0 \\,\\\`\\\\. `\`'''\NIs'" \\\\\\\''\' "`'.\\\'\\'\'\�N\\\\\\`'ti\'\k..Nr`7ss .\\\\ NN.'`X\\N.\,\\\`\\\\N'\`\''\'``'slAx '` \\\ X\.T``"��'\\\\\\\\\\\\`\\\\\\''\\\\\\. \.N\\\\\.'\ . t 1 1 , , . t , , , , , /////////.///////i // fp;////!//I!7-ir//Ard" ,//////////////////////////// i O co NT ` :38.0' LT. STA. 1174+50 CS FOR TEMPO ° , Y SURFACING Pi 27.10' LT. STS a = 25°59158.66' a R P.C. P.T. O rn 189.93' LT,. STA 119 o = 21°46'06.1 E1'" LT. D - 9°00' T 122.41' L ° - 241.87' R 636.62' P.C. 1`45.05' LT. P.T. 233:17' LT. 95+32.01 1197+71.61 t1:+*tl‘ .A\A\\A\\\1\`L\`�,A,N\XAA\\\A\`A`\' `• ..y,``''\`:\\sA\A\\\\\\\\\\\\\\\\\\\A�\\\\\A�`r\\\A�`� �� ,/,/,✓/� eamezor.77.777 • • ---%\," REMOVE ASP IA SURFACE STATION TO STATION SIDE SO. YDS. //S6 t 00 - //74 7` /0 L t 3860 . //74t50 - //97t77 Lt 60/8 (Temporary) BUILD ASPHALTIC CONCRETE PAVEMENT STATION TO STATION SIDE 1/56 7' 00 - //74110 as L t //74"50 - //977477 LI - (Temporary) (Te porary) LEGEND -'PHASE 1 TEMPORARY SURFACING PHASE 1 CONSTRUCTION \\M imis TRAFFIC • PROJECT NO. SHEET NO F-6-4(1010) C. N.'.40741 ASi SHEET NO F-6-4(1010) C.N. 40741 "ww` ,Nik AM AM .14k. 1 1 1 t 1 LEGEND -PHASE 2 PHASE 2 CONSTRUCTION TRAFFIC '1%. 141W .....1kkMikkvamial7-744" PHASING • • U7 O (0 S O ti Am s O co Iarmrelllii orma iliiiiiiiimirro » rminor�- Ancerrm i ii PTIMIK AIPME i IMIWIii WE IMAPI Or•IMPA11,21: i olii�iiIPMAI i'ii %iiiiiiiiiiz iiiiiourr i /iiiiAIWIF i MM. MAW�iiiiiiiiili %iiiiiiAMIAPI i IWAIFA MIII2 ��ir�������.11��������A•.�����»s�r. r!! I IIlI/I/ I//If/ ..107/!/ l / /I/��•,.r." / !J!1//!J/ �/I/!/f/I//!/I//II/!I!I////////!////////f//!/IJIJ/fJl/II//!/MOW WW2 /f!//I!/ IMO ///!!/f/!!///!///I//!//////////!!////!!!/MIN fll/!/I//!!////IIJ//I1//II//IIl/II/I////////f////////1////I/I//////f//////////�//f/////f////////I/////// IGGAII O co w 0 C) IIII!!!lIIJ.b.Ifll!lIMAIR.IIIf!!fllf..l111f!!!!!. •!f!IlfWAPIt .IMAKIP !. %!lfllll!!l. •f!f!I!!If!/ 'Mil 1 40. LEGEND -PHASE 3 CENTER TURN LANE CONSTRUCTION ry//, TRAFFIC PROJECT NO SHEET NO F-6-40010) • C.N. 40741 PHASING z -1 0 0 1- z LIJ 1- 0 et - L) THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTILMES, WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITY 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 Pg“,:,; BILITY OF DAMAGE TO THE UTILITY FACILITY. 2,128 CU. YDS. EARTHWORK MEASURED IN EMBANKMENT OF WHICH 25,276 CU. YOB: SHALL BE EXCAVATEDAS SHOWN IN .THE CROSS SECTIONS. THE CONTRACTOR MAY O�TAIN MATEfiIAL FOR SHOULDER CONSTRUCTION FROM EXCESS EXCAVATION. shifted e 5u r-veyed Asph. Surf. ) THE CONTRACTOR WILL NOT BE REQUIRED TO ef FLOW/ISM BORROW ON THIS PROJECT. THE CONTRACTOR WILL BE REQUIRED TO FURNISH WASTE AREAS FOR EXCESS EXCAVATION ON THIS PROJECT. ..1.1111111111141111111•Mat (15 h iffeci EJ = 2"32 ' 20 &'`Z,i- L 20.3 ' (5h /fed (0 7,45 4rYJk eivoole ,,m,J40249J„7f‘ 1. AMIE 784. :3'7-0/174r/11,_A/4....Ozev6 sird 3. map' 1200'.Ta " „Yiitieeg q1 7 5te _NoRrii. 50 • ra rfeAve 6. 5pgr& rniV. _754 (0 4, 0 C.N. 40741 0 • ;11/1k-AVZ_AraiWY.T.27 P111744' AffAzZ•fr.:k7-11.111111.111111 MIN MIONIMINII 11;;MOLLIr4711.11111107ArAlrilOPLI.M.111 IPMCKAilb7fa.11FAIL 111.1.111= IIPMEINIMIONNINIPMMuml .7114nalatro.-.4.1172111: ponowi-- mum mommocknms7;viginv ar.-awa.,,f2afailamm Sec. 24- T7N-RIOW =am ERI -111111111111111.1111111M111111 1=INNIONI M=M1111111111.1111111111 11111111MOINIP:MINME, zr rff/ww,NINC•W MEM= .1111 /920 7111r1111,X4F4a111,21111221110"7" "WI 111.1111.11.11MMINION 11.1.1.1.11.1111111MMIMAIN" /WV AralbYlingrAMENV/4110M1 WV-1,MM. 1.11111111. NINE MOM Iiiti.WAVAIVIIAM/47.107i -16d11 11M1.1111.11_1.111.111..1110111OPII!= r7ALMEdiViril 11111111111.1.11111111PINI talPh,PAY.6:0‘.7".11-11.4r-1 11111M11111111.1111 =111111.111111 MIN lir.= WIIIIIMIII MIN rorrarzamay_driarkadrAwir yzeArre...111111=1=1= mopepoi trillIMSNI111111101.11M01- 111.11111111.1111111= relVAINIMF03- - 1111% -L:IrdiX.:EPAIN111.1111A1C116111,71.1.11M11== MIIMINIIIIIMMIMNIIIIIIIIIIIMO EI6-#."41-f7-V'41P/ItaTif- =11111111111.111.1.1 MOM = ===1011.111111=1.1111.11111 = > 0 r) 111111111.1411111M1.1111111MIMMIIIIIMMMN M. illUrAMIIII'_07"--f,' ,411KirlrJrNNININ111.11 ININII 111111N11111.1111.11111MNIIII r07/1.1F- -1-/A.11W/1 MPOIIIIIIIIVAIPN MIMI MIMI 0111111M11.1.10111..11.11 NNE' MEM MOM iPLIVI Virdi9eZi FlarM,..r.# eAK4Goloiii UMW MON .1.111111.3.11.111111.1.11111111 111.1111.01111 71-1.1_111111.11.111.111111•1111.111111111= tafaMININ 11411.1.7447.7:-.7= 111111111111 =1"11111.1 11111111111111111111111111.11 IN=.11=111== ===INI MOM MEM mr.imumEN-E1111111111EMIMil guirrm.-- 11M =ammo. mmilm .111 WEINNINIMIIIMMINMAM:024911911c02~ .111111.11.1.11.1111111.M111111.111.11111111 1.111111111 INIMPIMMINLIMNIGIIMMEN =1111=1= • 11111111111111.1 11.111...11-.11111111.- Milmwpwam M1111111 MOM 11111111.111111=1111111111111=. 11111111111111111111111111 1111111111111 IM1111111 MM. mom= MININION1111111111 MI11111111 M MIME MIN IINEN MON MOM MEM SIN MOM MOM 111.11111.. NMI= 1.11111.1111=11 M=111111111111111111111111111111= M11111111111MINN =10 1111.1.11.1111.11111.1111111111111.11111 19 LLI -J 0 z MEW_ itiMM"""a1 MIN MEN =1" IMMO MINN NMI MUM MEM NMI IMMO %VIM 1=11 II- ITT711L 211-MEMMONIII1111 11. ;MP MIIM= 1111111.1 MIS 111111111.111 111111111111MINIONO11 11111111.1 c I • • • • IIMM Lk. %l MUM 10.1111.11M1.11 1155 =11111111111111111111.1.111111111 MEI MOM ..111111111Iiii 1111.11Kiii 1 MIN ffiaiNF-gx./AWAI MOM MIMMISZEI IIIMII"mn 11= MINIIIIIMIIIMMEML-Tmmmi=mmLI EISMIME IM ME MIN. MIM= Mow 1.0MIN MEN =5:1.m.au PiN111.1111111 1.1111111111 =11 momM11111111111 ammiNNE••••••••1..1 • 1900 wiimm• === .111111111=111=11 ENEMME imm• IMENOMOMITEM 1=11=1:1= lomm•iiiImmillio mom winimtomi'M NMI 1"''''''' MII=1 simmi 1880 11111.11111111 zoommaihm= =11111111.11.11 191• MUM 6 7 8 miMm Mal.11.121 "CI' ROAD DIV. NO. STATE FEB. ASO POOL NO. SHEET NO. 7 . NEBR. F-6-4(1010) / 1/4--1" „., , C.N. 40741 0 • ;11/1k-AVZ_AraiWY.T.27 P111744' AffAzZ•fr.:k7-11.111111.111111 MIN MIONIMINII 11;;MOLLIr4711.11111107ArAlrilOPLI.M.111 IPMCKAilb7fa.11FAIL 111.1.111= IIPMEINIMIONNINIPMMuml .7114nalatro.-.4.1172111: ponowi-- mum mommocknms7;viginv ar.-awa.,,f2afailamm Sec. 24- T7N-RIOW =am ERI -111111111111111.1111111M111111 1=INNIONI M=M1111111111.1111111111 11111111MOINIP:MINME, zr rff/ww,NINC•W MEM= .1111 /920 7111r1111,X4F4a111,21111221110"7" "WI 111.1111.11.11MMINION 11.1.1.1.11.1111111MMIMAIN" /WV AralbYlingrAMENV/4110M1 WV-1,MM. 1.11111111. NINE MOM Iiiti.WAVAIVIIAM/47.107i -16d11 11M1.1111.11_1.111.111..1110111OPII!= r7ALMEdiViril 11111111111.1.11111111PINI talPh,PAY.6:0‘.7".11-11.4r-1 11111M11111111.1111 =111111.111111 MIN lir.= WIIIIIMIII MIN rorrarzamay_driarkadrAwir yzeArre...111111=1=1= mopepoi trillIMSNI111111101.11M01- 111.11111111.1111111= relVAINIMF03- - 1111% -L:IrdiX.:EPAIN111.1111A1C116111,71.1.11M11== MIIMINIIIIIMMIMNIIIIIIIIIIIMO EI6-#."41-f7-V'41P/ItaTif- =11111111111.111.1.1 MOM = ===1011.111111=1.1111.11111 = > 0 r) 111111111.1411111M1.1111111MIMMIIIIIMMMN M. illUrAMIIII'_07"--f,' ,411KirlrJrNNININ111.11 ININII 111111N11111.1111.11111MNIIII r07/1.1F- -1-/A.11W/1 MPOIIIIIIIIVAIPN MIMI MIMI 0111111M11.1.10111..11.11 NNE' MEM MOM iPLIVI Virdi9eZi FlarM,..r.# eAK4Goloiii UMW MON .1.111111.3.11.111111.1.11111111 111.1111.01111 71-1.1_111111.11.111.111111•1111.111111111= tafaMININ 11411.1.7447.7:-.7= 111111111111 =1"11111.1 11111111111111111111111111.11 IN=.11=111== ===INI MOM MEM mr.imumEN-E1111111111EMIMil guirrm.-- 11M =ammo. mmilm .111 WEINNINIMIIIMMINMAM:024911911c02~ .111111.11.1.11.1111111.M111111.111.11111111 1.111111111 INIMPIMMINLIMNIGIIMMEN =1111=1= • 11111111111111.1 11.111...11-.11111111.- Milmwpwam M1111111 MOM 11111111.111111=1111111111111=. 11111111111111111111111111 1111111111111 IM1111111 MM. mom= MININION1111111111 MI11111111 M MIME MIN IINEN MON MOM MEM SIN MOM MOM 111.11111.. NMI= 1.11111.1111=11 M=111111111111111111111111111111= M11111111111MINN =10 1111.1.11.1111.11111.1111111111111.11111 19 LLI -J 0 z MEW_ itiMM"""a1 MIN MEN =1" IMMO MINN NMI MUM MEM NMI IMMO %VIM 1=11 II- ITT711L 211-MEMMONIII1111 11. ;MP MIIM= 1111111.1 MIS 111111111.111 111111111111MINIONO11 11111111.1 c I • • • • IIMM Lk. %l MUM 10.1111.11M1.11 1155 =11111111111111111111.1.111111111 MEI MOM ..111111111Iiii 1111.11Kiii 1 MIN ffiaiNF-gx./AWAI MOM MIMMISZEI IIIMII"mn 11= MINIIIIIMIIIMMEML-Tmmmi=mmLI EISMIME IM ME MIN. MIM= Mow 1.0MIN MEN =5:1.m.au PiN111.1111111 1.1111111111 =11 momM11111111111 ammiNNE••••••••1..1 • 1900 wiimm• === .111111111=111=11 ENEMME imm• IMENOMOMITEM 1=11=1:1= lomm•iiiImmillio mom winimtomi'M NMI 1"''''''' MII=1 simmi 1880 11111.11111111 zoommaihm= =11111111.11.11 191• MUM 6 7 8 miMm Mal.11.121 W Q >- m NOTE BOOK 0) N) 0 z NOTE BOOK M 0 2 FED, ROAD DIV. NO, STATE FED. AID PROI, NO. SHEET NO. inN,QEB.eAsEr /A/ a/Es7' ieocdlrei-QF 4/A8.45/(- 411 0 7 NEBR. F-6-4(1010) -7 L_ NN/L✓_-__/442/_' .7_-o _-'/8 o - Sec. 13-T7N-RIOW - �0 Sec. -- E' 170, 0�3 ' 70 5/d Co,P/s/ -,e ei B.Pi��' �ditD�,✓6 C. N. 40741 - 2, AIN � S a 3. N /54, 58___re _ _..�8.__"___A4Ep%e_ Ao " Sit/Tib/Qct'otei'F 5r eia/A/Apyi e 0 ii. -5$ /7g, 40 - % 'S%' .% Rad, e .5 T,0 n/ 9ST �C/4/__4f gf___. /9s./(_ u.) co -5• ' •N 1 1 1 r G) N 3 0 N 1 40 T/"5 Ar, ` 5Ecriew 00R/Ya 571. /17341-Z 5 a /07- ee7 70. .,,Er___'_` _XE:t9,94 _ _ ` 1 l \ `�I 1 1 • . � o 1 1 1 oCr c4J O + Asph Surf. -0 0 0 - � N M + , • - — 24 T7N RI W Sec. 4 • . vO 4ANPP N.P P� O N 0 11 N, N.P.P. 4 Sec. 19-T7N-R9W ■�..�` wn.- .. . - - .>...�..■.1�■mom ' i%«�;�i �I� ` ... ;, )Ur,- i�Ii — ' zr��I%%:=' .. 4��=irf��177L� . :NAME � :,. 1� • •.-�._..1•7%;n illi rJ ,� IF�r_. -� .Mem , ��//�/i • r%= —►.1.(f�'-1: /L.I—�►r�. �� ��t1i�r� A/W A' -4117M "�c�►-��r►ii'ili�_Mr►w�1monlimmummii�r�r�--'-z�% 'f { ._. .-. . - . -�- ter. :�ce ---�ew�z yew ��s R i� ►iArr-�1Z� %:�► ���►z-� - -�-�-a� -.-_- - / _.._ �� �� I P �r � C�f11LT."�Ia� /.� mow :7/�'4� �!%hr5/i�7 /l.� l�Z .//~i�71,� ��7� / l i�i!'!'��f•MN` �' • .��I 11►7/11' A I/J� ��SOdT/�yi� isr�!%- - /?� ��a� �r Ems1/11 say r`'�. SLE V. ,/,/3 ,xzev. 1111111111111111 i=ii 11111111111111111111111111111 Immo limmommumni MI - .- - MA - _ _ ME MEE ffil= mon - — - immiMilliiimillii== - =EH amoimmemomMN - MEE E albuilli Ell �E /7/ 57o_ /1.74- -ME _ _ lidr it iASIIMIME M Iiin - IMMIlaillinlin=�� IIIIIIIIIIIIIII 11=11111111111111=11 MENU ME IIMEEM III MMI 11111111111111 M 1111111111•11111111111111 IIIIIIIIIIIIIII M NM EMI= — =—M 1920 /920 1_ IEMENIM mum — -ME IIM IIINNIMEN E=6Numni= MIMII ==-,_ MN=-. i. �►.�.-ate '�� "0ii�i%T li i_'�! � �•� �1 1910 __.__ _- /9/0 mum MEM _ _ Illm. =MEM - - ummill..... - _ _ El M -lin mmummomenz min....01 = -_ - - miTE 1111111111111MENEM 1900 - 1900 ill n1=11.111.1111 1890 - 1890 MIE miliiiimming.... ai - it. - -- t N--- nom vp Nimimmomi 1 10 1111.1111111111111111111 b. & ININIIIN ammo mum! irminiom h1111„ .. . timmummoolummomm mom b. is 1 EMI _ ===IMI '� , �! ►. ►. \ �. 1880 1880. ��� � � .1 - -,, --c - -____ Jam- ��•z�i, , — -v� - - - — --` —_ — ---s0 - -- _ imomQ .0471771111112111791311111M111101011111111 _ !IL MI MIL spy Is - ME 4- _ — MIMI 111111111111 • `- __ _� — 1170 I �. 2 3 4� 5 6 7 8 9 1/80 I 2 3 4 W Q r m 0 0 W W Z PC Cl 0 W W 2 ;:c- - 0 W 0 0 0 NOTE BOOK S N) 0) M 0 z ti W Q 0 -J 0 z 0 a W 0 0 0 0 u0CC N W N Z I o04 pc Hd 0 m h w —J LL. O CC NOTE BOOK 0 z Asph• Surf. N. P. P. N.P.P. te N . P. P. 0 0) rdlIe A I I I t a 1 1 Wr..411W niM.W. MEI Walgt.....TiMIIIIM=ME ik.—.^011111111111111111PIIIIMI 1111111111 rmr. .5..- J., ..%-m27,4,4„Mmr.m•-----n-mi A;51717iNI7V AZIaleMiiMM= MIMI MIIIIIIIII MMEN=M=6~Aan �r� MWMI MMIMMI MM. Wm/a/fed MMimmmoMME=17MM=MMIM /920 MEMMEMEM ME=m-m= == iwa---m: a----eQ" ..7 i -m--- imi O = Em= = /9/0ME i'Ta•LlL�T�--= INNIMImi="1"....m.mi= jar 111111111111111 Sec. 18— T7N—R9W Hwy Sec. 19—T7N—R9W =MIMI. MINIM �■■■rlaruijiif4�lzXI■r 3►44.' lio:a&PW4-1014/! 111 11111W-.111 I ;4471/ltr t 4l•-��`Il6 mom s I IMMIIMIoniii= M. EMII= MMIN E imM=1.GMM EZPI: MIMIMMWEINIZEIMMIMIELI 11111111111111 miAMMEMEMEMEMEMMEME 6.mlimmEE /Mall/ mitt • ME 1 9 0 0 MEM BEREMON limimm iii7MW11-MM MMIMIWNWINIEMMI =Nom= FEO. ROAD DIY. N0. 1 116. STATE FED. AID PROD. NO. SHEET NO. NEBR. F-6-4(1010) 8 0 0 N A=4I°32' Lt. D=2°00' T=1086.32' L = 2076.67' C.N. 40741 • ti u) • R=2664.79' Tok� N . P. P. N P. P. MMIWIla.6.•••='"Z=OM1==m =ilmiumn • AVM Mimi=d Wi=amnti ==.="ffinual ===sriii === 1. ==ammiuMMI =NM mn Ana •=11 rim mion � 1890al II. IMEME mems1=rin =1 =so immmi NM= MIESIBMNIESEILIN iiii=00:211ffariffimi a / irffrion kin= Immmmnumuuiui=msm MEEM 'off* fliMv mum MILIMMirin Wil..1111ZMUMmuff...0111=11111M =mom omiimmo mom 111111111111111 .11.1111111.1111 1890 1880 .r■■ N.P.P. /9/0 MEIMERIMMIEM .WINEINETAVI MEME=MMM M MENEM MEM, Ell M MEMMEMMmEME mmounown ENE= mo.r. mmommEm m mmommaumm mm.-.11-1111=m-M-mmEmonms.V.1110 0-0 t, r mmem 70.= b=i—i-Mrem="M 1870 111111111■ 1900 1880 • 1870 1111ri .7 Bta. MII>IP*241rt♦Wal"_--. (l.s.011.111MIMME NOMMIN=M1 19 • 4� 1/85. 6 7 8 MmEmEEME M.= =M., - SDI • MENEM 3 4 5 IMMI=1111111 EMIE=1= 7 sommai mommon Mom= mom Immilmom mmmmummmmmmmmgmm /200 Sec. 13 - T7N - RIOW HASTINGS PROJECT NO. F-6-4(1010) Sec. 18-T7N-RIOW SHEET NO. C.N.40741 , &C'on/ 5 7 ' c7-/ ►/6 /9/2/Es UI E ."' CONCRETE PAVEMENT STATION TO STATION SIDE PIAN 5©. YDS. //55 t 62 //587400 - 1.“` Rt gr /693 , &C'on/ 5 7 ' c7-/ ►/6 /9/2/Es STA T!o./ 5-,0: 2'57 ,t/c€ F,esA/ F,cA�✓�E MA/6 Ty. //56*040.5 Aar Zv, 5 Cultivated Asph. Surf. Wk.‘ . N.41 \\\* 1\ IN NAWr 1/1$71ZZA /77/ dr cs\ .<\\ '1Z1 L., \ IXA 44:e4 fAerlIZALIA4v rfffrjrg<v(;ref ‘v k ‘‘c 'S\N\\:s\\s. \T\ 67.X.‘:\ \ ‘ N 0 6 4‘\\NN 11\\NkNN&N:4 " 1 vS .*rr. Asph. Surf. 4_1__4" Gas Line Asph. Surf. Building Pasture Building Gas Line Conc. S la b • //56 7400 1/M7400 AY, PLAN 01-R4 BUIL CONCRETE DRIVE STATION SIDE SO. Y3S. //57t63 Rt. L t. ORt 5/ 72. Cultivated Asph. Surf. Wk.‘ . N.41 \\\* 1\ IN NAWr 1/1$71ZZA /77/ dr cs\ .<\\ '1Z1 L., \ IXA 44:e4 fAerlIZALIA4v rfffrjrg<v(;ref ‘v k ‘‘c 'S\N\\:s\\s. \T\ 67.X.‘:\ \ ‘ N 0 6 4‘\\NN 11\\NkNN&N:4 " 1 vS .*rr. Asph. Surf. 4_1__4" Gas Line Asph. Surf. Building Pasture Building Gas Line Conc. S la b • //56 7400 1/M7400 • Sec. 19-T7N - RIOW REMOVED ASPHA . T SURFACE STATION TO STATION. SIDE SO. YDS. /155 7462 //58 *00 L t. ORt /020 • Sec. 19-T7N - RIOW L) 41110111110 Sec. 18-T7N- RIOW /160 *78 /16/ #74 - 2T 4/1101.0 ,40JvS7/A✓ G /12,Nt/Az- S TO 6,P,yDE f,4i!/n6 4' STAan/ FA., NgA- //6a 7,4i/ S i0' 1/N6 CT e //‘.31-1r2... Aar 09.5 \-\\ AdA4e7 m. .77;10 /7_ r ‘,3%, W411%,..1V4Zegii_k: #47/3#17.# M to X — x (0 • 0 + O c O O Pasture 1 EQ UA . /59 Sec. 19-T7N-RIOW 0 1' HASTINGS BUIL CONCRETE DRIVEWAY, P A 01-R4 STATION SIDE SO. //6'2* /3 Lt. -6/ 99 /162 t 96 Rt -89 83 //6.3102 , Lt -671 9S ( 3 ( 0 Cultivated 0 ro (D PROJECT NO. • SHEET NO. 10 C.N. 40741 -F-6-4 (1010) cr c0 *7Cpe "8" 0 10" Water Line _ — / Ai / AfirffrAtiti A/ ././ AF7A/4 /0.77://://#1 \\NV' v N O 0 x M v d' 0 0 x Posture REMOVEDPAVEMENT STATION ATO STATION S IDE SQ. YDS. //58f0 /164 "00 Lt Rt. /600 gg-v?7o vE'D DR/vE'a/,PV 57 4 T/O tet/ S/o8 SQ, yos 98 /// 3 7'--0 7 �.T /06 G tO 0 ti 10 Trailer X M 0' REMOVEPASPHALT SURFACE STATION SIDE STATION TO STATION SIDE SO.Y DS� /158 *00 /159 #00 LU Rt 206 //62 157 /163 135 Rt. /67 0 x M v d' 0 0 x Posture REMOVEDPAVEMENT STATION ATO STATION S IDE SQ. YDS. //58f0 /164 "00 Lt Rt. /600 gg-v?7o vE'D DR/vE'a/,PV 57 4 T/O tet/ S/o8 SQ, yos 98 /// 3 7'--0 7 �.T /06 G tO 0 ti 10 Trailer X M 0' fST ucTIO. • REMOVEDDRIVEWAY CULVERT PIPE - STATION SIDE SIZE DESCRIPTION //62 *96 351Rt /2"x40' CM P fST ucTIO. • to Z'Gas Line I Cult • BUILT CONCRETE. DRIVEWAY, PLAN '01-R4 STATION SIDE f SO. YDS. 1/64 # ZO Rt. 32/Rt py 77 1164 70 LI 43.6-1 1 /65 # 73 RE in y -4V6 866 ,. // Lt RCP / /67 #09 1167 74 7,5' LE C 4/1. if? z //67 A- 78 , Rt is,'94 //69 A' 78 R/.. 77 1 0 G — STAT to CONCRETE PAVEMENT TO STATION SIDE 1/64 0. 00 / /70 #00 L.tR7.` PLAN SO. YDS. ZT 426'7 0 SEEDING, TYPE "B" 043 ACRES EROSION CONTROL* , 400 SQ. YDS. )(' 71/pe "6" 0 Cu It. w 0 co HASTINGS 0 0.1 0 0 C • 0 4 CO 0.3 T iff \\k/e PROJECT NO. F-6-40010) SHEET NO. 11 C.N. 40741 AA) vs72Ai‘ "TAir/ez_E-3 Sr-Ayr/0^, 70 ‘,..9D6 - /erg 1 Z -5 1 510 P.srAdce AWL -4 P,o9A/66" //6 7 7' -3 co v 6,e All 71,1P€ 01,••••11.0.4.•••••••••10.11. 34) w --w Ar. Aff Arr .44 4" Gas Line /V. laid,"/"A irrAjj r"%eZA rAtrieiii, A Of AZ' 0 _ vsn AZA#0 AV/ (Aerif ,agff7/7/"./A \\***‘‘ G — — — — — E sae IVW16111 a -1 0 71/7/17-. 0 / \ . tz:t l) 0 Chain Li 4 Parking Lot 1., Conc. Slab Conc Curb Hastings Diesel Service 4 4- I0 -4- a; 0 0 cr 0) 0.3 Rich's Body Shop WA REMOVEPPAVEWNT STATION TO STAT YDS 1/70 #00 itORt /600 0 REMOVEDDRIVEWAY CULVERT PIPE r it STATION SIDE SIZE DESCRIPTION . //64 7* 25 32/Rt /8; r 48' . C. Ath / /65 7 4 72 ,3/' Rt /9",y 46 ' C 441. R., / /6'6 #10 ..5// GE /8t- 20' RCP / /67 #09 30' RE /6:r 4 9 ' C 4/1. if? 30'Lt /8;v20' C. Ad. ic? 1/68'7443 29 'Rt 19'3(34' COP • REMOVEDDRIVEWAY STATION TO STATION SIDE S. YDS. / /65 # 05 /166 t/2 Rt 247 1/66 74 73 //67 #45 Rt ' 203 //,‘ iz7,--- 70 I /76 774.43 719 RJMOVEPASPHALTSURFACE STATION TO STATION SIDE S 1 1/68010 1/6807Z204;7 . • Sec. 13-T. 7 N. -R.10 W. t. HASTINGS PROJECT NO. SHEET . NO, F-6-4(1010) C.N..40?41 CONCRETE DRIVEWAY PLAN J STATION 1173 0.32 I/70 -,-00 //72.74-(547 Lt. art --- �-T 3 60 .AS ASPHALTIC C RETE PAVEMENT T TO STAT SIDE //74 t// //747447 74 //74#/4 //747'50 Rt Wayfair Motel Walk Conc. Slab t0 + oI LJ 0 r Asphalt Drive m Swimming. Pool O AO uSTrn/ C /VAN h'aA. ES 7'o 6/'r9D 6 5 .9Tlon/ St 06 7/S94/C 7 F,/m76 $ fit N6 ,e/A/6 Ca c/E'.e TYPE" 1/70 t..c6 Aar a y s 302t. /8;r34' CMP 1/74 I/O ''27:4 'try 4744' 1/7y f -o 5 I/74#48 a y. 5 16"x 391 C.M.f' x x 0 0 p4 4 RE t OVER DRIVEWAY ~ CU .VERT PIPE STATION SIE SIZE DESCRI# TION 7170 7410 3/'Rt /8'x34 ' RCP I/73 t32 302t. /8;r34' CMP 1/74 I/O ''27:4 'try 4744' G.M.P. I/74#48 97 2.24 16"x 391 C.M.f' Sec.4 - T.7 N.- R.10 W. O 'A; 0 -c2 HASTINGS PROJECT NO. F -6-4(10I0 SHEET NO. Sec. 18- T.7N. -R.9W. Wayfair. Motel Motel Grand 5' Concrete Walk 71 Conctete Walk Concrete Slab Concrete Parking Lot Concrete Slab Asphalt Driveway Asphalt Driveway Concrete Driveway • A:7 AZ. 44 Z1/4. .747, AC A' " Y., A ,.o•1/4 aAt.. 441, rA'irr1. 0) lt) Yo Hedge " • u 4 o P:t 0 c 1/47/3.• ;s0/ #:/rj 741 rAo .p#7 r.40,41:05 ordA poi r40007,4 p rziorfp resr+ Ayrirri rzAzi00011,71/A AZAA rA Jr r: 71 IF V,/ reljrAd Kara° VA rifArjrar ri rffrAirrArrA PWA 'AIWA rA 0 II frAd FrA17 PA Fri 4.77i rAf AtrA 71(ZZAAlifirlf 7#7:ZA # 4,7177, I VA ell" VA I I 116°A.ArAr Hedge 4 Gas Line ADJ us-r/A16 MA/0/04 s To 4 , / . 9 .0 E 574r/on/ 1 Si og P/sriv/vc P417-1Lite , RiAle c=- / er /9 77 74 27 Z Tr , //77t26 .53 54 32dZ 74 / /78 74 02 Lt /177" 96 1/50 74 02 Z 74/2? RCP /2/ 1 0 741/ ", LURJ. ZT TYPE "B" \ 6 ACRES 4 4..L 0 ON CONTROL 267 SO. Y 1/77746/ //8/ '60 STATION 1/77 74 6/ . 117,8? i 18 STATION TO STATION 1/770.68 /177 f 5 ,F3 L t , C RETE DRIVEWAY* PLAN 301-R4 BUIL] * STATION SIDE tr SIDE - SD. YDS. DESVIIPT ION /9 77 74 27 Z Tr , //77t26 .53 54 32dZ 74 / /78 74 02 Lt /177" 96 1/50 74 02 Z 74/2? RCP /2/ 1 0 741/ //8/ IlL28 Lt 155 67 TYPE "B" \ 6 ACRES 4 4..L 0 ON CONTROL 267 SO. Y 1/77746/ //8/ '60 STATION 1/77 74 6/ . 117,8? i 18 STATION TO STATION 1/770.68 /177 f 5 ,F3 L t , , REMOVER DRIVEWAY 'CULVERT PIPE . t *ri, SIDE - SIZE DESVIIPT ION STATION Tr , //77t26 t 32dZ 74 /8i-36' /177" 96 32 27 24,ie4P8' RCP 1 0 741/ 289'ZI.` 24x4" //8/ 23 32 "Z7 /8;r40' RCP / / 76 00 / /82 00 4 CO o' 0 M co Motel Grand 7' Concrete Wolk t_- Concrete Slab N 0 1 + Asphalt Driveway c CO 0 mJ N 0 + M 4- Q) m U C 0 1 0 K) + 0) ti Sec. 18-T.7N.-R.9 W. Avii‘kik\ *' 2 in0 0 Lo a Industrial _ Irrigation Services 0 14'Conc. Walk m HASTINGS Concrete Slab 0 Chain Link Fence X X *---X-7---4. M Concrete Parking Area (0 (0 m .0 0 (0 a: v b 0 1) l) Metal Guard Rail I 0 Chain Link Fence X X X X X x • • Asphalt Parking Area X X • % " I ilh6,11 siMM 61 Ce. PROJECT NO. SHEET NO. F-6-40010) o co 0 At..\\\ 0 0 + /ArAfilfriUrrifilffff AZA,744171:07/#1,777 AlAry FZ%:APA/7/tdrZAr 4_' Gas Line G — 0) + M • BUILT CONCRETE PAVEMENT STATION TO STATI //82 7400 //68 #00 SIDE ZIRRt zr SO. YDS. 4267 BUIL CONCRETE DRIVEWAY, PLAN 301-R4 STATION SIDE SQ. YDS. //83t0t G1-. C7Y So 3t //841-52 'Rt 60 736 //95 1-t Rt 6/ //85# 85` LI LT/ 20 /1877478 Rt 797 Asphalt Driveway 0 D & 0 Automotive Ao J v..57 -/A/ 6 mANr' a 4. 6 .S 70 6 RA 0e-" STATION 57 47- o A/ .S/DE Disy.4,I' ' %A�✓6E %M6 C7Y ft, yta rel' a4.5 /85-2'6" — - 30'Gt /8'X66' //81174 2 LT/ 38 /8":-19" CM.P" ///'7L38 A7 . 31 T , ` Sec.19-T.7N.-R.9W. re zer ". 0 13' Walk G 8 L Sheet Metal G 0 in r- 4" - 133 1- O 0) e REMOVEDDRIVEIAY CULVERT PIPE STATION SIDE SIZE 1 DESCRIPit I}N., 1183 7405 30'Lt /81.30' RCP //85 t 79 27 "Rt. /85-2'6" CMR 1/95 74 94 30'Gt /8'X66' CMP 1/971-94 27 -Rt /8":-19" CM.P" //85#6 //86 7407 ay • C.N. 40741 • • • REMOVE D A►PHAL T SURFACE STATION TO STATION SIDE Sit. YDS 1/827477 /183f37 LE 1/3 //84 743/ //8 ' 1-7C Rt 94 /1857458 //87 1-33 Lt 24/ /187 t 7, //88 "ZZ Rt 57 //85#6 //86 7407 ay • C.N. 40741 • • • C TE PA STATION TO STATI 1/88(00 /199 74. 70.74 LfRf, UIL` EARTH 150IV t (SEE . SHEET S/DED's SU FACS STATION ' i 1.* r J] % ""� W„ 1 } ' ?� QTR ` +meq. 1. SLO _ -J.;, ..,.. , . .,.. ,C ii /190 t 68 L1 RR • I" i (1 1 t M.r.,. 24 11. v s 7/tet' 6 4n/Vi6-S 7 6iP9D .57-/rr, o ,,/ S/DED's -, ,vc. FRA -A4 F.cA�A- /Q/�/6 Crs E.� // 90 t o,5 RT 2 7.3 //93 IL 00 L1 RR 780 //93 *40 -,--.1 Rt // 90 f .3-5 1.7"35 0' M 1111111000 Sec. 18- T. 7 N.- R.9 W. AS' ALTIC CONC T PA A 1� TO STATIC ( 47074 //94 ACl rn Mann HASTINGS Sury PROJECT NO, F-6-4(1010) d C 0 grer #4 °,.#;,./. 4. #1, dr:, rArilfr. /1°3 l� '7Z 4. AA is. 7, # r v. vr, $7. Isf, /7. 0 -- G G 0 O O M N Concrete Slab • 0 O E: E 0 +• 1 Concrete Slab N + cI J 0 co 0 0 a: 0 0 m (0 Asphalt Parking Lot N tr (D r• + + + O N Asphalt Driveway Hedge o co 0, M 01 t + v M tt + Sec.19-T.7N.- R.9W. to N 0 0 + .'5-7--,4977/0/1/ ` ..1-/D 4)./.57i9A/C. z F.cAit/4 . ,/P/st46 414, // 9z 7z—ao /P?" //93 IL 00 L1 RR 780 Sury PROJECT NO, F-6-4(1010) d C 0 grer #4 °,.#;,./. 4. #1, dr:, rArilfr. /1°3 l� '7Z 4. AA is. 7, # r v. vr, $7. Isf, /7. 0 -- G G 0 O O M N Concrete Slab • 0 O E: E 0 +• 1 Concrete Slab N + cI J 0 co 0 0 a: 0 0 m (0 Asphalt Parking Lot N tr (D r• + + + O N Asphalt Driveway Hedge o co 0, M 01 t + v M tt + Sec.19-T.7N.- R.9W. to N 0 0 + STATI TO STATION /188 .7'00 //94 7400 L/ Rt SO. YDS. /6000 1 N (0 • o) SHEET NO. t5 G. N. 4 0741 0 O 04- — G Asphalt Parking Lot to + • REOVEVDRIVE tAY CULVERT PIPE REMOVED ASPHAL T SURFACE SIDE SIZE STATION TO STATION SIDE SO. YDS, //89 7475 //93 IL 00 L1 RR 780 //93 *40 /793 7487 Rt 70 STATI TO STATION /188 .7'00 //94 7400 L/ Rt SO. YDS. /6000 1 N (0 • o) SHEET NO. t5 G. N. 4 0741 0 O 04- — G Asphalt Parking Lot to + • REOVEVDRIVE tAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION . //90 t 7/ 38' R / /8'X 42' C. M.P. /193 t 9/ 79 'Rt /83( 'G' C M. P . • Concrete Slab 6' Concrete Walk -A O O (0 KICS Radio Station O M + CONST UCTION„ OVA. O O Sec.18—T.7N. R.9 W. O O 25'x 15' Billboard REMOVEPPAVEMENT • STATION TO STATION //94`00 . //94t57 SIDE Lf HASTINGS • SEEDING, TYPE "B" 0.10 ACRES 011110, col PROJECT NO EET NO F -6 -4(1010) - O O C.N. 40741 c\I • 11 co r Y'1 N Sec.19—T.7N.—R.9W. CO• 0 4- 0 + CONCRETE PAVEMENT BUIL( ASPHALTIC STATION TO STATION SIDE //947`00 //94 t 59 Lt REMOVEPPAVEMENT • STATION TO STATION //94`00 . //94t57 SIDE Lf HASTINGS • SEEDING, TYPE "B" 0.10 ACRES 011110, col PROJECT NO EET NO F -6 -4(1010) - O O C.N. 40741 c\I • 11 co r Y'1 N Sec.19—T.7N.—R.9W. CO• 0 4- 0 + PROJECT NO. SHEET NO, u) Sec. 13 - T7N- RIOW 0 (0 to ita 1, . Lc) 0(0 2+ zD u0-0 CLM.Mma LION11.1NO OMMMOINNIMM:1 —L_ Renimmem111/III.M. 01111.1001011111•11•MIMIIM 0••••••••11111111.11••• 411.1111111M 1 0 0 1 4" Gas Lin 1 0111111111111MMI 11.111111111 .11••••••1110 r - -0 t. Building 0 G _ A 3" Gas Line — iD 0 + *a/MaNm. .111S1•1•01011/11•01•10b to HASTINGS x 1 0 Sec 18 -T7N-RIOW a Cultivated F-6-4(1010) • co 10 C3 I re) C. N . 40741 I 0 0 0 0 001 r\I 0 Surveye 111•111.111111110.0.111 NfinMMONIMOO Shifted 0 0 J 4. 0 411. 71; 4*, (.9 +' cc. -4) -0 Sec. 24 7 T 7 N - R 10 W *) as — Building Conc 5I3t 35 o P •,ture 0 15' R.P. 47.0' RT. STA. 1157+56.0 0 15' R.P. " 47.0' RT. STA. 1158+10.5 Sec. 19 - T7N R IOW ES 00 Cultivated N 1 Sec. 18-T7N- RIOW HASTINGS co + • Cultivated 0 Id x (0 0 O O r O i + Pasture Sec. I9-T7N-RIOW X to N 1.0 • (00 Pasture 30' R.P. 62.0' LT. STA. 1160+78.0 0 30' R.P. 62.0' T. STA. 1161+74.0 0 t t0 15' R.P. 47.0' LT. STA. 1162+72.0 15'. R.P. 47.0' LT. STA. 1163+32.0 P. 47.0' RT. STA. 1182+72.0 w' R.P. 47.0' RT. STA. 1163+20.0 5' R.P. 47.0' L.T. STA. 1161+83.0 5' R.P. 47.0' LT. STA. 11 ti 0 ti O M tD 410 + + 10 Troiler House Cu It . r 01111IIII• 4111•••• 0 w u. (0 Cult. co (f) HASTINGS i 0— 4 0 Abandpned Dr. 4.12 0. oie \ See eso 0) to PROJECT NO. SHEET NO. F-6-4(1010) jl MM. C.N. 40741 0 ty ,10, 1 0 (I/ -cu 0 o „c o 'Conc. Conc. Dr. PC° .4. -4 Asp Dr (1" 0 ro to to • .ra •••-• 0 0) -0 0 Wrecker Service _se 0, 0 0 0) Parking Lot tl) 0 0) -co 0 Conc. Slab conc._ Curb 0 0 0 cu Hastings Diesel Service c "c,j 0 — o 6' 1-• -0 cr Rich's Body Shop CO (0 15' R.P. 47.0' RT. .STA. 1163+95.0 15' R.P. 47.0' RT. STA. 1164+55.0 15' R.P. 47.0' RT. STA. 1165+36 15' R.P. 47.0' LT. STA. 1165+81.0 15' R.P. 47.0' RT. STA. 1166+11.0 15' R.P. 47,0' LT. STA. 1166+41.0 0 15' R.P. 47.0' RT. STA. 1167+38.0 15' R.P. 47.0' LT. STA. 1167+45.0 15' R.P. 47.0' LT. STA. 1168+05.0 15' R.P. 47.0' RT. STA. 1168+18.0 0 15' R.P. 47.0' RT. STA. 1169+43.0 15' RP. 47.0 IT. STA. 1164+404 15' R.P. 47.01 LT. STA. 1165+00.0. ADES. 41 • .„. • .,)). • 41 0 +58 6' x 12' Metal Sign 1 N Sec. 13-T. 7 N. -R. IO W. ti '1) HASTINGS ti r Wayfair Motel PROJECT NO. SHEET NO. F-6-4(1010) zd rc0 C.N.40741 a mD CO O N - (C) (0 + M a) 1 XW X X M X X Xr.- cow rn Swimming Pool + + �X X , X X X 5 Chain Link Fence O 0 0 sl 10 as '1 O • R.P. 47.0' RT. R.P. 82.0' .LT. A. R.P. 82.0' RT. STA. 1 P. 82.0' L.T. STA. 117:3+96.2 A. 1174+43.0 .0' RT. A. 1174+20.0 82.0' RT. STA. 1174+44.0 P. 123.8' LT. STA. 1174+60.5 15' R.P. 64.6' I.T. STA. 1174+66.9 P.C.C. 57.1' LT. STA. 1174+53.9 1744 Sec. 24 - T.7 N.- R. IO W. ' R.P. 82.0' RT. STA. 1175+00.0 0 lQ 6 • ti M 0 Sec. 13-T.7 N.-R.IOW. Woyfair Motel 5' Concrete Walk dIMMMIO (0X IMMO 0) ti M a) 0 HASTINGS N 0) OD Seca 18-T.7N. -R.9W. Motel Grand PROJECT NO. F-6-4(I0I0) SHEET NO. 21 coN C.N. 40741 (0 N Concrete Slab Concrete Parking Lot 0 N Asphalt Driveway Asphalt Driveway d 7' Concrete Walk Concrete Slab c 0 pig • (.3 J 17 7 0 03in Hedge + + w-) ) M Mm 3� Conc. Wolk �' to m r to+ co Asphalt Driveway Concrete Driveway • Concrete Driveway Hedge Asphalt Driveway •0 , 0 7c- ? c ?c J Co 0 cn c ' N a) J to O re) 2 0) d • c W i c)c 1'1 r, 0 0 11 1� 0 + U c 00(1) 0 10 N M N M a] 1l 10 1 to 0 0 0 phalt Surfacel Sur 1, N (0 + "0) m M to co N + • Sec.24-T. 7N. -R. IOW. 15' R.P. 47.0' LT. STA. 1176+99.0 15' R.P. 47.0' LT. STA. 1177+55.0 15' R.P. 47.0' LT. STA. 1177+70.0 (4) 15' R.P. 47.0' LT. STA. 1178+34.6 `� P.C. 50.8' LT. STA. 1178+20.1 0(5 } 15' R.P. 47.0' LT. STA. 1179+64.4 ``��--�� P.T. 54.2' LT. STA. 1179+77.6 0 15' R.P. 47.0' LT. STA. 1180+40.2 0 15' R.P. 47.0' LT. STA. 1180+98.7 15' R.P. 47.0' LT. STA. 1181+56.2 P.C. 50.6' LT. STA. 1181+41.6 r' Sec. 19- T. 7 N. -- R.9 W. GEMSGRADES' 0 CO c ort r') 1)(0 (.1 • le) 5+3 0 • - 0 6. ... 0 'Motel Grand 7' Concrete Walk Concrete Slab 0) co g 7:7 LU -J r co Asphalt Driveway 0 co ++: Sec. 18- T.7 N.- R. 9 W. Industrial Irrigation Services ro to 41.••••••••• • r() Concrete Slab HASTINGS 0 Chain Link Fence X X X A--=-----. " N tf) co 0) ro 0) + X T X Chain Link Fence -Ct X X X X X X ---X A rr) X X X -A 0 0 cc, 14' Conc. Walk (0 Concrete Parking Area 6. 0 0 0 Metal Guard Rail rf) .tt• t•-• 41 ••0 • 06. 611/ 06'° Asphalt Parking Area uard Rail 0 0 PROJECT NO. SHEE t NO. F -6 -4(1010) -- CO co_ C.N. 40741 • re) ft) • 0 Aspha I Surveye "al ro Asphalt Driveway Driveway • • - a 1.0 0 0 • 03 '3. to D & D Automotive CO Sec. 19 -T.7 N. - R.9 W. • L OD 13' Wak G a L Sheet Metal • 15' R.P. 47.0' LT, ST.A. 1182+77.9 P.T. 42.0' LT. STA. 1182+92.0 15' R.P. 47.0' LT. STA. 1183+26.1 P.C. 42.0' LT. STA. 11E13+12,0 15'RP. 47.0' RT. STA. 1184+29.0 15' R.P. 47.0' RT. STA. 1184+74.0 15' R.P. 47.0' RT. STA. 1185+49.0 15' R.P. 47.0' LT. STA. 1185+51.0 G 15' R.P. 47.0' RT. STA. 1186+09.0 15' R.P. 47.0' LT. STA. 1186+18.5 15' R.P.47.0' RT. STA. 1187+43.0 • +94 i. Gravel Driveway • -• ''.•••••:,•• • • • '"•"' " • • ,•••,•• • - •• • •••• • ••'••• ••• • • • • ••••‘Alia.,10,66i!,44,..A.46.5,..4, • M1 0 co .11•11M Sec. 18- T. 7 N.- R.9 W. HASTINGS r() 0 to sur ci o 00 Fr") Is a. 0 to 0 mo 0 4 - 4- Nds tr) cJ Asphalt Driveway Asphalt Parking Lot -to Concrete Slob N •0 E' — 0 E 0 Concrete Slab - Ct oo .o cy, c) 2-1 r—÷ 15' R.P. 47.0' RT. STA. 1188+1.3.0 17' R.P. 33.6RT. STA. 1190+3 17'R.P. 26.3' RT. STA. 1904.96.9 a) 4- 0 tv Asphalt Parking Lot '.0 Sec.19-T.7N.- R.9W. 7. Or .7; Z") o - . • . P.1. 22.8' RT. STA. 1191+70.3 = 24°42'403" LT 0 2: 4°09772" \R = 1,3780 T 301.87' / P.C. 23.0' RT. STA. 11:-:+703 P.C.C. 75.0' LT. STA. 1194+58.7 P.I. 6.5' LT. STA. 1191+79.0 = 27°44'46.6" LT. D 5°00' R = 1,145.92' T 283.01' P.C. 22.9' 1..T. STA. 1188+94.9 P.C.C. 98.0' LT. STA. 1194+51.9 0 25' R.P. 12.9' RT. STA. 1192+27.6 P.R.C. 6.8' RT. STA. 1192+51.8 0 30' R.P. AND 54' R.P. 5.7' LT. STA. 1 to • (0 0 0 0 CO CO O dr t0 Sec. I8-T.7N.-R.9 W. ti .11110 HASTINGS 4 PROJECT NO. SHEET NO. F-6'7.4(1010) 24 0 0 + C.N. 40741 N 25'x15. Billboard V QBPhoit f°Ce 25' x15. Billboard 0) N + ; Sec.19-T.7N.-R.9W. co 0 Li) .GRADES' Drive L Gra Gravel 0 N tO ++ u)c N ro 'sr Sec. 13 - T7N - R IOW • Asph. Surf. 0 110•1111101111111111i x 0 0 Asph. Surf. C.nnn 0 0 gt gt co r•-• h.Q 0w 2 + 0 0 0 in Asph. Surf. G _4_4_ 4" Gas Line 0 Building -r- __ 3" Gas Line — r - to a) + .+ L1 -0 03 a re) 0 11) 0 0 G 411•111•11, '.0 0 x x 0 t 0 X HASTINGS' Sec. 18 - T7N:- R IOW BUIL§ CURB INLET, PLAN 443-R5 NO. STATION SIDE "X" "A" "Y" / 1/57 1. 45 Lt 24 "51- 4' 2 //57 1- 45 RI • 5=2" 5-2" 9"0" PROJECT NO. SHEET NO. F-6-4 (1010) 2 co C. N . 40741 BUIL REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION /5'68' Curb 1/7/et / ,ot Curb /n/et 2 -re) x -rn 0e) to 0 0 -0 Cultivated 0 0 1•1111111•11111.L. G c_ (f) Sec.24-T7N-RIOW, 0 Asph. Surf. 0 • Building ID re) 0 v,Lt' a (0 -T 0 Conc. Slob 35' 0 It) X G 1;?"• 0 0 Pasture G 0 Surveyed co co (?). C) 0 (4) u 0 REMOVEDEXISTING SEWER PIPE STATION TO STATION SIZE' /157 t- 43 1/571- 47 24 "51- 4' c (I Sec. 19 - T7N R IOW 0 0 0 0 0 PROJECT NO SHEET NO co Sec. 18-T7N- RIOW N ultv31ed O O N O a BUIL CURB INLET, PLAN 443-R5 0 BUIL REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 2 24 ' /50' Concrete Co'lo'r (Sta. //55 f 25-36'Rt) P/ori 125-R2 to Curb 17/et 4 3 /55(68" Curb /n/et 3 to Curb /n/et 4 4 24X/46" Curb /n/et 4 to Sta.. /16/ /9- 45" Rt 1-30° E/bokv, Plan 425-R2 5 245- ft9' Curb /n/et 6 to Sto. 1/6/ t /9 - 45 Rt /- 30 °E/bovv, P/on 425-R2 ' 6 /55(68- Curb /n/et 5 to Curb /n/et 6 7 24V60" Curb /n/et 8 to Curb /17/et 6 z6 /S ,x•rp/ Cu/8 =J T e5 re COdea_ZNAET z6 Z 7 /5 "X /O' C u4B XN,cer z,s" To X x C'vWE.e T 5-0„ 5.2" 8,0", N ultv31ed O O N O a BUIL CURB INLET, PLAN 443-R5 BUILT CONCRETE BOX CULVERT_ NO. STATION SIDE X A Y 3 //59 t 75 LT 3" //" 2" 15" /2=0" 4 //59 t 75 RT 5---/--z" 5=2 " /2---0" 5 //621-55 LT 3-=//" 2' 8" 8-'0" 6 //6Z,` 55 RT 5-0„ 5.2" 8,0", 25 //6 /0-08"• y = Z " Z -� 8' /0-0 Z C //6/,4- 5'S% .-T 3 = /1 `" Z} =5r a /o -o dy 0 0 -N — G HASTINGS ro CD F-6-4(1010) 2I..P J 0 c — – It voted 0 10" Water Line O N O 0 O Pasture 11 fb- 4- W m '0 ccioN (0 159+68.12 AH. O 4– STATION REMOVEP EXISTING PIPE CULVERTS, HEADWALLS, & F. E. S. TO STATION HDWLS. F. E. S. /* //58 1-3/ 36 Rt SIZE 24"RC.P EXC. CU. YDS. *Reinstall at Sta. /194 ;05- 83'Rt Sec. 19-T7N-RIOW 31 �I of 3I �I\ of (0I (0 O CO 0 m t N CO 6 0 0 CD N t Pos'u re N G N 0 CO mI J O car— 0 to co t0 10' 0 S 0 X C.N. 40741 DRA INAGE BUILT CONCRETE BOX CULVERT_ STATION REMARKS & DESCRIPTION PLAN EXC. CU. YDS //6/ 179 L"X/ST/NG 6-x 4-x 48'CO/VC 50X CUL VERT Remove 1'1/ingwa//s, 2' of Sorre/ Lt Rt. gx tend 62' Li' ..1,0/' Rt /-30° Bend 3 "Fi// 403 -RI 1/04 30 J 0 c — – It voted 0 10" Water Line O N O 0 O Pasture 11 fb- 4- W m '0 ccioN (0 159+68.12 AH. O 4– STATION REMOVEP EXISTING PIPE CULVERTS, HEADWALLS, & F. E. S. TO STATION HDWLS. F. E. S. /* //58 1-3/ 36 Rt SIZE 24"RC.P EXC. CU. YDS. *Reinstall at Sta. /194 ;05- 83'Rt Sec. 19-T7N-RIOW 31 �I of 3I �I\ of (0I (0 O CO 0 m t N CO 6 0 0 CD N t Pos'u re N G N 0 CO mI J O car— 0 to co t0 10' 0 S 0 X C.N. 40741 DRA INAGE cr c0 c0 1. 0 BUIL REINFORCED CONCRETE SEWER PIPE NO.: ( SIZE "X" DESCRIPTION g V /5'X 68" _ Curb /n/et 7 to Curb /nlet 8 3=//' 9 /2=0" /8X3/0' Curb /n/et /0 to Curb /n/et 8 Rt /0 5=Z" /9x685, Curb /n/et 9 to Curb /n/ef /0 1/68 tZ5 /1 3=/1" 2=8" Curb /n/et /Z to Curb/n/et /0 /0 /9 2 S 4'5" /8 "x I' Cv/eBi'/v . r 9 re. /3 ",-. E. S. A../9A/ bio - /PZ 2 Gas Line 10" Water Line rn Cult. 0 0 0 c(0 c0 Q BUIL CURB INLET, PLAN 443-R5 NO. z STATION SIDE "X" "A" "Y" 7 //65/5 Lf 3=//' Z-8" /2=0" 8 _ //65,'/5 Rt 4=7" 5=Z" /Z -C" 9 1/68 tZ5 Lt 3=/1" 2=8" 8=0" /0 /168'-25 Rt 4'5" 4=7" 8,;,, W u_ O + O Cult. 0 — G co HASTINGS OD N 0 rn cr 0 LZL c j I I I ill � Z$* -1 0 64. 6 eo rn PROJECT NO F-6-4(1010) SHEET NO. 2.1 1.01111110. 4" Gas Line 0 in G in N G AsphI• Dr N Nm — — — — — — — — —rn— — -- G -- _..� N ro _ � V W - Surve ed re) o X x Y\ Y 2 0 0 _0 0 f 0 0 Chain Link Wrecker Service 0 Parking Lot \ 0 C m c Conc. Slab 0 Ct' a) 0 0 0 N Conc. Curb 0 Hastings Diesel Service 61 0 c O 0 6 0 0 o Mx K) i • E + o 2 I Rich's Body Shop Q) 0 N + + 0 c C.N. 40741 DRAINAGE BUIL CURB INLET, PLAN 443- R5 NO. STATION SIDE "X" "A" "Y" // //7/ OD Gt 41Z" 2= 5" 8=0" /2 //7/1-00 Rt 45" 4=7" SO" 6' x 12' Metal Sign CID s a? a: 4- 4 - M ti Sec. 13-T. 7 N. -R. IO W. 0 BUIL REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION /2 " Concrete Flared End Section (Sta. / /7/7'00- 50'L t.) P/art 4/0-R2 /.o Curb /n/et 1/ /8 /0' /.s'X ?' H /3 �`� X68" Curb /rile/. // to Curb /n/e7/2 Water Line • —W _ )v — K)�— Asphalt Surface W N Cr) M c `= HASTINGS 0 > 0 re 0 To m rn — G — — G C ECT NE; F-6-4(1010) N.. C.N.40741 Wayfair Motel 03 5 Walk Conc. Slab 0 m a Asphalt Drive L 0 ro N �i h N _ + hX X X X X N X. cn Nc a) cow ++ Swimmi .y Pool X X XX X X X� 5 Chain Link Fence .c .J a 0 0- E J X a- (v 0 O N t0 REMOVEDEXISTING PIPE CULVERTS, HEADWALLS, & F. E. S. STI, 72 S/DE Q/STANGE Eflc// //7.960 L7 S8 /7fr/..7 — //7y74"..5-.0 � T S 8' _ G C ECT NE; F-6-4(1010) N.. C.N.40741 Wayfair Motel 03 5 Walk Conc. Slab 0 m a Asphalt Drive L 0 ro N �i h N _ + hX X X X X N X. cn Nc a) cow ++ Swimmi .y Pool X X XX X X X� 5 Chain Link Fence .c .J a 0 0- E J X a- (v 0 O N t0 REMOVEDEXISTING PIPE CULVERTS, HEADWALLS, & F. E. S. STATION TO STATION SIZE HOWLS. F. E. S. EXC. CU. YDS. 1/7/ i.53 -2412,t - //7/7453-21'R, /8"X 48'R.C.P /7fr/..7 2 25 , Rg-/l7 o u -C.-..0 EX /5 T/,i/ 6-5-ELc/6",e /0/,.0- 5TAT//� STAT/o/✓ .5iz E //74/60 -- //751 - O iS x go" AP C. S. //79f5" SS:/.T To /7fr/..7 /5"x /Zo' ,.C,s'. Co N C. 2 TE /FD/e /0/,' Cal. v E.&7— /°,4 v6 .5 STAT/o/✓ OGSC./e/Pr/ o Ai //75/ 7'50 /re '4,7- Aa‘ /-5-- " gC. S. Sec. 24- T.7 N.- R. IO W. 0 + (0 4 Road +32 0. a M to m DRAINAGE Sec.13-T. 7 N.- R. I O W. = Wayfair Motel 0 o o 5' Concrete Walk Concrete Slab Asphalt Driveway 0 U) N + X Asphalt Driveway BUILT BUIL REINFORCED CONCRETE SEWER PIPE NO. /4 /5 /6 SIZE DESCRIPTION /5"X68' Curb /n/et /3 to Curb /n/et /4 /5,r275' Curb /a/et/4 to Curb /n/et /6 /5"x 68 Curb /n/et /5 fo Curb /n/et /6 /7 /8 /8x150' /5X68 Curb /n/et /6 to Curb /n/et /8 Curb /rl/et/7 to Cii'-b /n/e/ /8 Concrete Driveway Concrete Driveway 0 °° HASTINGS (0 -r co Sec.'18- T.7N. -R.9W. PROJECT NO. SHE -ET NO. F-6-4(1010) coN C.N. 40741 Motel ;rand 0 N C' 3' c C NHedge 3 r 1)1 rcOL ' _Cone. Walk r--- co- Asphalt Asphalt Driveway '1 'Hedge O O 7' Concrete Walk Concreie Slab Asphalt Driveway t a w a O J 0 NM N%. yed Aspha It Surface 4: Gas --- M CO + a) N f Sec.24-T. 7.N. -R. IOW. Sec. 19-T.7N.- R.9 W. DRAINAGE INLET, PLAN 443-R5 0 BUIL() CURB NO. STATION . SIDE 1)X11 "A" ))Y" /3 //767450 Lt 3=//" 2- 8„ /2-0- /4 //761- 50 Rt 4=8" 4:3„ 8;0„ /5 /179 14 Z5 L t 3=//" 2-8'.' • /Z=0 " /6 //79 t25 Rt 4 Z" 4'7- 8:0 ,/ /7 //8/ f 75 Lt. 3=//" 2=8" /210" /8 //8/ 1-75 Rt. 4=Z" 5=2" 8=0" Concrete Driveway Concrete Driveway 0 °° HASTINGS (0 -r co Sec.'18- T.7N. -R.9W. PROJECT NO. SHE -ET NO. F-6-4(1010) coN C.N. 40741 Motel ;rand 0 N C' 3' c C NHedge 3 r 1)1 rcOL ' _Cone. Walk r--- co- Asphalt Asphalt Driveway '1 'Hedge O O 7' Concrete Walk Concreie Slab Asphalt Driveway t a w a O J 0 NM N%. yed Aspha It Surface 4: Gas --- M CO + a) N f Sec.24-T. 7.N. -R. IOW. Sec. 19-T.7N.- R.9 W. DRAINAGE M co O O + Motel Grand 7' Concrete Walk O O + + U c LE 0 - i". a s, _N yo "N a c n WJ LL; J Asphalt Surface Concrete Slab • Asphalt Driveway to rn co r + U,.L ), f V c co N O O WJ 00J t -= U acT r� `f N pr c co ct 0 0 ✓ r + 4 • 7 tek - - J 0 Sec. 18- T.7 N.- R. 9 W. O M M co Industrial Irrigation Services °° HASTINGS Concrete Slab 0 Chain Link Fence X-= X X X X-- X— N 0 14"Conc. Walk 4. + 4- cD + 0 0 a: v 0 0 Concrete Parking Area U U 0 U (.0 0' +X 0 M eto1 Guard O J -v-Metas Guard Rail I0 SHE F-6-4(IOIO) 30 co C.N.40741 <> BUIL CURB INLET, PLAN 443-R5 NO. STATION SIDE "7C" "A" "Y" /9 //8474/5 Lt 3=//" 2=8" /2=0" ZO //84 t/5 RI 4'3„ 5=2„ 8=0" 2/ //86 t75 Lf 3W" 2'8" /2=0" Z2 //86 7475 Ric 4=5" 5-2„ 9-0" Chain Link Fence X X X X X X X X X X 0 BUIL REINFORCED CONCRETE SEWER PIPE NO.- SIZE DESCRIPTION /9 24;240' Curb /ri/e/ /8 /o Curb/rile? 20 20 /5X 68' Curb bile /9 fo Cvrb hi/e/ 2O 2/ 24X26O' Curb /f/et2O to Curb //7/ef 22 22 /51-68' Curb /rilef 2/ fo Curb /n/et 2Z 23 24X360' Curb /ri/e/ 22 fo (/ur7cfior7 ear 23 0 Metal Guard Pali Asphuit Driveway 0 0 4- M Surveyed 4 Gas Line r) Asphalt Driveway 1— G N e' N 20 co Tr M N to Asphalt j[ r E. D & D Automotive to N Sec.I9-T.7N.-- R.9 W. 0 +79 c_ Concrete [3' Waik G a L Sheet Metal N a J 72; 49 1 J 'Y DRAINAGE OD co oo O Sec. 18- T. 7 N.- R.9 W. M N Asphalt Surface 0000 HASTINGS BUILT JUNCTION BOX, PLAN 443- R5 NO. 0 BUIL REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 24 24x2/9' L/urncf/orgy gar Z3 fo Juacf/or7 Sox 24 Z5 24X/56' di/act/0/7 5o r 24 /o Re/i?sto// 24"Concrete F/oreo' Efd Section (S/ez /194 t 05- 83 "ftt) coAic. Co.t.GAR s». //93foo ,fr AA,✓ ya5 -,2. M N Asphalt Surface 0000 HASTINGS BUILT JUNCTION BOX, PLAN 443- R5 NO. STATION SIDE "X" "Y x Y I" 23* //90 t35 39Rt 3= 8" 3=O"�-3=O" 24 //92 f-50 50'Rf 3'3" 3OX 3=0" 'Cast /rorr Grafe, Type "F;" Special P/an / C ro MOM 0 0 n 0 •1111 O M O N tio Asphalt , ,rface 0 tit Surve PROJECT NO SHEET NC F-6-4(1010) 3 I NOM C.N. 40741 0 cr O G 0 4- - — -- G 0 0 + c Concrete Slut tC) N + o E Li L' + Concrete Slab CD CD + CD M N I/2" Gas Line 0 0 co a 2 o a) a +; Asphol' Parkir,g l o' c r•-• 4 - CO N + 4 Asphalt riveway _4) C(0 Sec. I9- T. 7 N. - R.9 W. 1 a) tO M � N a1 co + cr + ' / 1 r, Asphalt Parking Lot 1 s,1 J 6 Concr way 1- ete k� L — ' O M1 + + + 1 / KICS Radio station Concrel Slab M M 1 M 0) + DRAINAGE PROJECT NO. HEET N N L() Sec. 13- T7N - RIOW TY FACILITIES MAY ICATED OR. NOT WILL TRACTOR. OF UNDERGROUND UTILITY FACILITIES UNTIL ALL PIED TO THE SATISFACTION OF ALL PARTIES. THE E CARE IN ORDER.TO AVOID ANY POSSIBILITY OF • • Drive Gravel O 0 co N O • 0 + n co 4.. 4. 0 o (L) 2 + Y Oct CD Il) • O m�J Asph. andN 0 Surf. 1 Asph. Surf. m N Gas Line 0)• C ) 0 I G N 'J —G - v• M N N 0 • O 0 3 J ti • Building 0 r 3" Gas Line 0 0 O O o) 0 0 0) + co Sec 24 7T7N R 10 W N 0 co 0 _t0 0 As ph. Surf. 4M ;0 O � 0+ d 0 + _v D 3 0 1) 0 HASTINGS • No. /I 57-4. /155-fi IS EXISTING LIGHT POLE WITH SPARE. BEND. CONNECT NEW FEEDERS TO EXISTING CIRCUIT IN BASE OF, POLE. — - X 0 0 M • • • to t0 + 0 0 0 to • Sec. 18 • T7N- RIOW Cultivated 0 0 0 + INN•11•1•0•111L_ Shif d• CV --- — G — ----- ---- — — 3 0 Bu i Id in'g x 0 Cone. Slab 35' 0 + X X x 135' M M G N F-6- 4(1010) • 57-A. //57/-85 C.N.4074I POLE 43 m !8, °' 0 0 Surveyed -411 Eras L ire- - — 0 (V Asph. Surf. O • 4. 30' 0 0 EXISTING PULL BOX WITH SPARE BEND. CONNECT NEW FEEDERS TO EXISTING CIRCUIT IN PULL BOX#.9 STA. //S.5/S SPARE SENO --10- LEG D - LEGEND IGHTING UNIT METAL Pasture CONDUIT CONDUIT CER S POLE 42 STA. //56t.0 /9. zS #re too S/0 ' / %z"CosiDU #T y 7_ oa C JIN col NI Sec. 19 - T7N R IOW` 0 x x 0 0 m ,. 0 • • 40111111.0 • Cultivated 250' 0 (0 Sec. 18 -T7N- RIOW O O cn to STA. ,/6o,I,S3 POLE 415 .010110 (0 001101 -N .Sur veyed Shifted 0 (0 0 f s x x x #36 '3__8 11z"Co NOV ! % 4.26' /z3 • O ommommonise POLE 44 STA. H.5 -9-t2.43 z 5 ',?T CJ w y 4.1 to N Pasture CO h 0) rn M 60' 32.' 0 \ \__ HASTINGS —w— — Cultivated 6a 0 0 0 M (0 5r4. //6.37(-90 q/. 25 '.LT POLE 47 0 0 N 1 • • PROJECT NO. SHEET NO. F ..6-4J1010) 10" water Line �t x 6 x 143 m 0) 159+68.12 A H. w 0) Sec. 19 -T7N -RIOW x. cn 1I 0 I20" 273 l c0 N f ,* X POLE 46 STA. //6/t910 369 `i/. Z S '.er Codeou,r Pasture v + 'n 1 C.N. 4074 I • 33 'd' 10 c0 c0 1111111111.. Cult. cc 2" Gas Line 0 — G— — W u_ 0 ti t0 t Cult. STA. //67t..33 y/. 2s'.cT POLE 50 0 co HASTINGS a. 0 '21 Abandoned Dr fn N -4. PROJECT NO. SHEET NO F-6—4(I0I0) 34 CA.40741 0 ti -M — w -- __----w Surveyed € N 4Gas Line 0 0 1) ti .4- ro 0 POLE 48 STA. -.e- Chain Link Fe. re) M + x 1 *00 \ yy'Rr l'/z emoci/T Parking Lot \ \ \ !r: \ \ *35 M3'R'f / it:co 400r \ \ \ \ Conc. M STA. //607,4'5 u. J., ® POLE 49 5rA //667,/o s ;PT' Conc. Slob 140' Conc. Curb Conc. Dr. (0 et Hastings Diesel Service 1' V 6' As pr. Dr. /9 PULL BOX 11 STA //677,30 yrzs�.e`r" tD Rich's Body Shop w co N co + + POLE 51 STA. //6 97.o0 1 • 0 *I c‘i t•-• N- Sec.13-T. 7 N. -R.10 W. 11 L 10 Water Line 4" Gas Line SrA • //7407.-.5.6. POLE 52 ;Cti4ic 11 11 N1Asph Surface G w 7-7 w G > Ct 4oi 0 c3 c CP o 0 0 (0 $777. //7.77,-6.5" POLE 54 0 0 co GH 0 2 4 55J sp. PULL BOX 12 il1ePts-a..s- 4/. 2.5 -.(7- 455' /63 //70-t 7z. s A/1 -4'r /yz." co,v0,-17- POLE 53 51. #7e7L/0 4v. z s4'7 - 1C) f55' /5-8 oommemomm.4.0•••• Sec. 24- T.7N.- R. 10 W. 4mommoillemail too Yhz T /IA" Cowl, a- A?. PU.5,0L. L//713307,6X1,13 go.swr 0 (0 0 HASTINGS r - Lo (0 Lo PROJECT NO. SHEET NO. F-6-4 (1010) 35 • C• N 40741 Wayfair Motel (0 co &Walk c 0 CD I r 0 ( Wabash Ave. & Q Asphalt Road +32 a) (-) 0 0 0 Cri 1.)u) + co $7A. //79S PULL BOX 14 Conc. Slab Asphalt Drive ('3 ('3 + X X X a) Swimming Pool ,5 Chain Link Fence /05' -CO — in I I 0 I I I I 'An Sur veyed •••• 20' 1./ 4ts.- POLE 55 /05' Aoir LS TI GAt iT11IN7 46 +C 60 5N .T7R00' LRT. CE6 N5-11RNr0. 1 • ti ti mONNED Sec.13-T. 7 N.- R. I0 W. • cr o, a1 a) + + Wayfoir Motel M 0 0 5 Concrete Wolk Concrete Slab 30' Asphalt Driveway srA. //76e.3o z5'cT POLE 56 (0 N + Asphalt Driveway 0 srA• //79'36 49:cr. SrA• //77to4 m yq�t,T + Asphalt Surface Concrete Driveway (13 40' rn Concrete Parking Lot SrA. //79f/o wi as -,4 POLE 58 0 6G' I ' Conc rete Driveway v N 0 HASTINGS 55' 60 0 (0 + N r- 0 O Sec. 18- T.7N. -R.9W. N m PROJECT NO. SHEET NO. F-6-4 (1010) , 31p coN C.N.40741 Mote I Grand O N 7' Concrete Walk Concrete Slob Hedge iI co Asphalt Driveway 3' Conc. Wol 0 O V !T m N Hedge 6y/ Hedge 0 m Asphalt Driveway d c J Il) () (0 a+ w 'Kt 0 35' 0'0 ' J N lect. Lantern Il) cc) 1 v L 9' c J OI -0`n N — x J -P);" N (0 SrA. //e/t 90 POLE 60 Surveyed i 4 Gas Line G — N r) G foo KL' e i / Pa, "CeNou.r- • Sec.24-T. 7N. -R. IOW. /70' +'00 5t7 e I IlL" & oo/r cn N /50' POLE 57 STA. //7'it7o y/.z5'k'r. POLE 59 STA. //PO f q 'Y/. z5.',Pr • f68 417 'gr Iyz" CoNovT 113 iY / Cowov/T- Sec. 19-T7N.- R.9 W. •. co 010.11•11 0 0 • ry) co Motel Grand 7' Concrete Walk Concrete Slab 0 " o wj goo ammommullmme.. 0 11' gel 1: Asphalt Driveway 0 N- Asphalt Surface 1 ro 1 CJ 30+ CV o CJ 1) 0 0 0 -0 c 0 0 x .0 c ..- 0 4- 4' 0 co Sec. 18- T.7 N.- R.9 W. /55' /5o' 0 to .1 0'1 POLE 62 co 011111••• Industrial Irrigation Services ro 0 5r09 //1+4,47o 1 14' Conc. Walk Concrete Slab Chain l_ink Fence 92 HASTINGS 0 X to a 90' 1 oc 0 3 Concrete Parking Area 45' t. 3 0 4, A A 0 0 3 (3 '4; Metal Guard Roil x___ ---x Chain Link Fence X X X X ---X Aspholl Dr ivonvoy Asphalt Parking Area -145' Metal (juitrd Rull .1111111. // z5 POLE 64 tr; 4" Gas Line Asphalt Driveway Concrete iv way • #00 sir" Yz"Coi./.0v, 7- 0 CO N. t3-04, /1/ 3 POLE 61 57,4 . //8 3 f 30 4V. ZS , y4.5 ifie"codp • /A. "6,4togg- /10 a fe ff:er nic."odo S771 • + aft3 0 ief -E) / ComOrnr 4 I0 D D Automotive (341'1 Sec.19 -T.7 N. - R.9 W. +79 i. Concrete Dri k ()POLE 63 57,P. 11,07410 2.5 • -j S' I 0 • I 3 643 j cp AK (1)0 + 04 • o G & L Sheet Metal 1' PROJECT NO. SHEET NO. F 6 - 4 ( 101'0 ) 3 7 c0 co C.N.40741 ,`,11, vapid V' A rthrol lot IVO • v 4454 /3 t/5 100 4tegr 45, lo'oer gs's #16' itsetwoorr Ira's Cetlovir °^")`#r zs #,er • Y2." CoNbe, Pr • o co 0 Sec. 18- T. 7 N. -R.9 W. MIMS • STA. //9/7'58.5 S6'��' POLE 67 °' HASTINGS a ro co f-. u) POLE 68 -STA. //93 0- ..51, 29',L7 PROJECT NO, SHEET NO. F- 6-4 (1010) 3_g A- C. N. 40741 • r N STA, /l9o+,. Z7 Asphalt Surface 401 PULL BOX 15 STA. //f/74- //'.er h4r,hq if �nftire 0 + 1 0 M N Concrete Slab 97_ N E 0 (i cy (NI • M + + tig sr + Concrete Slab a) • (0 IL) (0 + + POLE 65 STA . //g81`95 3 reT 4 M fT, O _ m _x 0. + 0 0 0 N + 40 _J N 0I(7 to N + 0 N Asphalt Driveway co t0 (o + 0 m to Asphalt Parking Lot O O ti co + Concrete Slab Asphalt Parking 7_ot M M Sec.19- T. 7 N. - R. 9 W. (0 sr 0) a) + M r M ti M N + • 2 m GROUND LINE c_ BASEPLATE -SLOT °FOR I" 4) BOLT ADJUSTMENT RANGE: I0-1/2" TO 17" DRILL a TAP I/2"- 13 UNC FOR GROUND STEEL SHAFT - HOT DIP GALVANIZED 2"X 12" CONDUIT ENTRANCE (2 - OPPOSITE SIDES) POWER INSTALLED STEEL POLE FOUNDATIONS MAY BE USED IN PLACE OF CONCRETE FOUNDA- TIONS WITH PRIOR APPROVAL OF THE ENGINEER. SEE STANDARD SPECIFICATIONS. 23/41 f4■ ANCHOR BOLT PROJECTION 5/8.x101 MIN. GROUND ROD ' - 0" • /HELIX 1 HELIX CORE • ..-5/8" X 10' MIN. GROUND ROD COPPER CLAD NOTE: FOUNDATION MUST BE INSTALLED WITH BASEPLATE FLUSH WITH FINISH GRADE. STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A B C 3 0' 5'-0" 1' - 6"8" SL -6-45-6-0.40 35' a 40' 5'-0" + l'-6"' 8" 4 5' 8c 5 0' 6'-O" I'-6" 10" POWER INSTALLED FOUNDATION 1 '_O. ,,�- ANCHOR BOLTS n TRT r /-1" CHAMFER 1 "- CONDUIT ►.-- 6 -NO. 6 BARS >--4- NO. 4 BARS CONCRETE FOUNDATION GALVANIZED 8 THREAD LENGTH 6" ,/ 36" ANCHOR BOLT DETAIL STREET LIGHT FOUNDATION DATA 1 MOUNTING HEIGHT $ A 1 6 1 C IS t ELL 1 CONCRETE 25' a 30' 1 2.`-• 0" 1 V-0" 1 3` MIN. 1 50 Ib. 1 058 Cu. Yd. 35'840'' 1.2'-0 1 5-6" 1 3" MIN. 1 55 Ib. 1 0.64 Cti- Yd. 45' a 50' 1 2'- 6" 1 61-0 1 3" MIN. 1 63 ib. 1 I.10 Cu. Yd. CONCRETE .CLASS `47-B" LIGHTING UNIT SCHEDULE UNIT NO. STATION 1 TYPE W [ REMARKS 42 1156+50 RT. SL -6-45-6-0.40 8 1170+5-5RT. 43 1157+85 LT. 13 8 PB -5 44 1159+20 RT. 1174+95 LT. 8 9 45 1160+53 LT. PB -5 8 46 1161+90 RT. 8 47 1163+33- LT. UNIT N' 8 REMARKS 48 1164+85 RT. 8 49 1166+10 RT. 8 50 1167+46 LT. 8 UNIT N_ 51 1169+00 RT. " 8 LINE WATTS 52 1170+55 LT I - 6 4 8 240 53 1172+10 RT. 475 8 90+ 54 1173+65 LT. .. 8 55 1174+95 RT. .• 8 56 1176+30 LT. 8 57 1177+70 RT. " 8 58 1179+10 LT. " 8 59 io 1180+50 RT. " 8 60 1181+90 LT. 8 . 61 1183+30 RT. 8 62 1184+70 LT. " 8 63 1186+10 RT. " 8 64 1187+50 LT. " 8 65 1188+95 RT. SL -8-40-12-0.25 15 37' RT. CENTERLINE 66 1190+35 RT. 15 24' RT. CENTERLINE 67 1191+8-5�LT. 15 53' LT. CENTERLINE 68 so 1193+4 -9 -LT. 15 23' LT. CENTERLINE PULL BOX SCHEDULE UNIT N! STATION TYPE W- 11 1167+35 RT. PB -5 9 12 1170+5-5RT. PB -5 9 13 1173+e -RT. PB -5 9 14 1174+95 LT. PB -5 9 15 1191+55 RT. PB -5 16 (SEE SCHEDtLE) PROJECT NO. SHEET NO. F- 6-4 {1010) TRUSS TYPE - OVER 8' LENGTH SINGLE MEMBER - 8' LENGTH OR LESS 5'-.6" (TRUSS TYPE) 3'-6" (SINGLE MEMBER) 27" FRANGIBLE " T " BASE POLE TYPE SL -B-45-6-0.40 SL -B-40-12-0.25 BOLT CIRCLE TOP 11" TO 13" I 1 " TO 13 " BOLT CIRCLE BOTTOM 13" TO 15" 13" TO 15" LAMP SCHEDULE UNIT N_ WATTS TYPE INITIAL LUMENS RATED LIFE HRS. REMARKS I- 64 400 H P S 50L000 24,000 + 65-68 250 " 27,500 " LUMINAIRE DATA UNIT N' IES DESIGNATION REMARKS ALL Z, M ,C BALLAST RATINGS UNIT N_ TYPE LINE VOLTS ALLOWABLE LINE -VOLTS VARIATION LINE - OPER AMPS LINE WATTS ALLOWABLE LINED�PVOLT P. F. X I - 6 4 MAG. REG. 240 ± 10 % 2.1 475 55 - 30 90+ 65-68 .. .. ..1.4 313 11 .• 12" (APPROX) MOUNTING HEIGHT STREET LIGHTING UNIT EXAMPLE: SL -A-40-15 8412- 0.25 A - ANCHOR BASE B - BREAKAWAY BASE S - MOUNTED ON STRUCTURE MAST ARM LENGTH 1 -FIGURE FOR SINGLE MAST ARM 2 -FIGURES: DOUBLE MAST ARM LUMINAIRE SIZE IN KW CODE FOR LIGHTING UNIT • POLE SHAFT DATA (SEE SCHEDULE) MOUNTING HEIGHT MATERIAL . STEEL OR ALUMINUM SECTION : TAPERED , ROUND OR POLYGONAL FINISH GALVANIZED (STEEL) OR BRUSHED (ALUM) HAND HOLE 6"x4", 900 CLOCKWISE FROM MAST ARM BREAKAWAY BASE FRANGIBLE "T" BASE MEETING AASH TO „W„ CRITERIA (1985) TYPE OF BASE (SEE SCHEDULE) I" MAX. PROJECTION GROUND LINE EDGE OF PAVEMENT OR BACK OF CURB SEE FOUNDATION SHEET FOR DETAILS NOTES ALL POLES TO HAVE 12-1/2" BOLT CIRCLE COUPLING BOLTS TO BE I" DIA. - ASTM A-325 ANCHOR BOLTS TO BE I" DIA. - ASTM A- 36 MODIFIED TO 55,000 PSI MIN. YIELD ROADWAY LIGHTING • GENERAL NOTES 1. CONDUT SHALL BE INSTALLED IN ACCORDANCE WITH SUBSECTION 912.12 OF THE STANDARD SPECIFICATIONS. 2 THE ELECTRICAL SERVICE LOCATION IS APPROXIMATE. ACTUAL LOCATION WILL BE AS DIRECTED BY THE ELECTRIC UTILITY AND THE ENGINEER. 3. IN PULL BOXES OR POLE BASES WITH MORE THAN TWO CONDUITS, THE DIRECTION OF EACH RUN SHALL BE INDICATED WITH PERMA- NENT TAGS OF RIGID PLASTIC OR NON-FERROUS METAL WITH EM- BOSSED OR ENGRAVED LETTERS 1/2 INCH IN HEIGHT. TAGS SHALL BE SECURED TO CABLES BY NYLON STRAP TIES. 4. LIGHTING CONDUIT AND TRAFFIC SIGNAL CONDUIT MAY BE LAID IN TH,E SAME TRENCH. 5. GALVANIZED INTERMEDIATE METALLIC CONDUIT (IMC) MAY BE USED IN LIEU OF GALVANIZED RIGID STEEL CONDUIT (GRS). ALL CON- DUIT.MUST BE U.L. LISTED. 6. ALL BOXES AND CABINETS WITH ACCESS TO ELECTRICL COMPONENTS MUST BE PADLOCKED IMMEDIATELY AFTER INSTALLATION. CONTRAC- TOR SHALL PROVIDE PADLOCK DURING CONSTRUCTIN PERIOD. AF- TER FINAL ACCEPTANCE OF THE PROJECT, THE MAINTAINING UTILI- TY OR AGENCY WILL PROVIDE A PADLOCK. 7. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED TO ALL POLES, TO THE GROUND ROD AT EACH POLE, CONTROL CENTER, SERVICE LOCATION, AND TO ALL METALLIC NON-CURRENT CARRYING COMPONENTS. 8. CONDUIT PLACED UNDER ROADWAYS AND DRIVES SHALL EXTEND AT LEAST TWO FEET BEYOND THE EDGE OF THE ROADWAY SURFACE (IN- CLUDING SURFACED SHOULDERS). 9. FOR PULL BOX DETAILS SEE+STANDARD PLAN NO. 914. 10. NONMETALLIC CONDUIT PLACED IN TRENCH SHALL BE ONE OF THE FOLLOWING TYPES AS DEFINED IN THE SPECIFICATIONS: PVC, FRE, PE, OR CID. 11. METALLIC, CONDUIT USED UNDER ROADWAYS OR DRIVEWAYS, ON STRUCTURES, AS RISERS, OR AS JACKED CONDUIT SHALL BE GRS OR IMC. WIRE AND CABLE SCHEDULE SERVICE ENTRANCE Single conductor, stranded copper, U.L. CONDUCTORS: listed, 600V, Type USE, or XHHW. Size: No. 6 AWG BRANCH CIRCUIT FEEDERS: POLE AMD MAST ARM WIRING: . ALL GROUND CONDUCTORS: Single conductor, stranded copper, U.L. listed, 600V, Type USE, or XHHW. Size: CONTROL CENTER TO POLE NO. 68 2- I/C NO. 4 + 1-N0.6 BARE ALL REMAINING CIRCUITS 2- I/C NO. 6 + 1-N0-6 BARE Single conductor, stranded copper, U.L. listed, 600V, Type THW or THWN. Size: No. 12 AWG Bare copper conductor: solid or stranded. Size: No. 6 AWG unless indicated other- wise. The electrical, mechanical and physical properties of the conductors listed in the 'wire and cable schedule' esta- blish the minimum acceptable requirements for each of the listed applications. Conductors which have properties that exceed these minimum requirements may be furnished at the contractor's option with the engineer's approval. No ad- justment in the contract price will be allowed. LIGHTING CONTROL CENTER Multiple Control Relay GENERAL CONTROL CENTER SHALL CONTAIN THE NECESSARY EQUIPMENT FOR PROTECTION, DISTRIBUTION, AND CONTROL OF THE SYSTEM, AND SHALL BE SUITABLE FOR THE TYPE OF ELECTRICAL SERVICE AVAIL- ABLE AT THE SITE. THE CONTROL CENTER RELAY SHALL HAVE A CAST ALUMINUM ENCLO- SURE WITH A HINGED AND GASKETED DOOR, AND PROVISION FOR A PADLOCK. WEATHERPROOF HUBS SHALL BE PROVIDED FOR ALL CON- DUIT ENTRANCES, AND CABLE -GRIP BUSHINGS FOR ALL CABLE EN- TRANCES. RELAY FERROUS HARDWARE SHALL BE GALVANIZED OR PLATED FOR CORROSION RESISTANCE. CONDUITS WHICH ARE FASTENED TO A STRUCTURE, WALL, OR POLE SHALL HAVE ACCURATELY FORMED OFF -SETS AT THE ENTRANCES TO BOXES, CABINETS, OR OTHER DEVICES. WIRING MUST BE NEAT AND ORDERLY AND SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE 'NATIONAL ELECTRIC CODE', CUR- RENT EDITION. THE CONTRACTOR SHALL COORDINATE HIS' WORK WITH THE'LOCAL UTILITY. THE RELAY SHALL BE AN ELECTRICALLY HELD TYPE DESIGNED TO CARRY THE FULL RATED LOAD CONTINUOUSLY. THE RELAY'S CON- TACTS SHALL WITHSTAND CONTINUOUS USE WITHOUT PITTING OR WELDING AND SHALL NOT REQUIRE PERIODIC MAINTENANCE. EX- PULSION GAP TYPE SURGE ARRESTERS SHALL BE PROVIDED TO PROTECT THE CONTROL CIRCUIT. THE RELAY SHALL HAVE A THREE POSITION SELECTOR SWITCH WITH LEGEND, "HAND -OFF -AUTO". CONTROL RELAY RATING BREAKER RATING COIL STA, 1174+63 2 POLE - 60 AMP 2 POLE- 60 AMP 120V-60HZ PHOTO CONTROL HERMETICALLY SEALED CADMIUM SULFIDE CELL, 1 -INCH DIA. NC CONTACTS RATED 1000 WATTS / 1800 VA (MIN) DESIGNED FOR SYSTEM VOLTAGE PROVIDED OPERATING RANGE: ON = 1 TO 3 FC; OFF = 2 TO 6 FC. TEMPERATURE RANGE: -30° F TO +130° F TIME DELAY: 15 SECONDS (MINIMUM) BUILT IN SURGE PROTECTION STANDARD E£I-NEMA THREE PRONG LOCKING BASE CONTACTS. ALL WEATHER PLASTIC TAPE 1/2 LAP LAYER INCOMING CABLES RUBBER SPLICING TAPE COMPRESSION TAP r---18*P1G-TAIL, LINE SIDE 20T "-1.5 MIN. 4T MIN. Tx THICKNESS OF INSULATION CABLE TAP 1-N° 12 COPPER, '-i w z H a N z N • TO REMOTE PC w z DO -o w z H a z 0 0 CONTROL CENTER SCHEMATIC 240 VOLT LIGHTING CIRCUIT POLE GND. ROD POLE WIRING SCHEMATIC 240 VOLT CIRCUIT N! 12 COPPER 111111 TO LUMINAIRE-4- 20T1 UMINAIRE--+- BREAKAWAY FUSEHOLDER AND DISCONNECT NOTE: TAP AND SPLICE FITTINGS MUST BE RATED FOR SIZE AND CONDUCTOR MATERIAL BEING USED. ANTIOXYDENT COMPOUND SHALL BE USED AND PROPER PROCEDURES FOLLOWED. s EQUIP GRND — LINE 2 LINE 1 LINE 1 LINE 2 EQUIP GND 1. FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F-6-411010) PHOTO -CONTROL 2. 1/2" GRS OR IMC 3. SERVICE DROP * 4. WEATHERHEAD 5. 1-1/2" GRS OR INC 6. WEATHERPROOF HUB 7. METER SOCKET ** 8. CONTROL RELAY 9. GROUNDING CONDUCTOR 10. 5/8" X 10' GND ROD 11. 30' CLASS 5 TREATED WOOD POLE. ** SERVICE DROP AND CON- NECTIONS BY UTILITY. FURNISH METER SOCKET ONLY IF -REQUIRED BY UTILITY UNLESS INDICATED OTHERWISE, ALL COMPONENTS OF THE ELECTRIC SER- VICE AND LIGHTING CONTROL CENTER INSTALLATION ARE TO BE FURNISHED BY THE CONTRACTOR. LIGHTING CONTROL CENTER TYPE 'R' STUB OF BREAKAWAY SUPPORT MAX. GROUND LINE BREAKAWAY SUPPORT STUB CLEARANCE DIAGRAM ANY SUBSTANTIAL REMAINS OF A BREAKAWAY DEVICE, AFTER BEING BROKEN AWAY, SHALL NOT PROJECT MORE THAN FOUR INCHES ABOVE A 60 -INCH CHORD ALIGNED RADIALLY TO THE CENTERLINE OF THE HIGHWAY AND CONNECTING ANY POINT, WITHIN THE LENGTH OF THE CHORD, ON THE GROUND SURFACE ON ONE SIDE OF THE SUPPORT TO A POINT ON THE GROUND SURFACE ON THE OTHER SIDE. LIGHTING W 6 m U 0 w c, 1.- W J N co a' O z W W u J W < < rn a r- c c NOTEBOOK O z W 0 Y 0 NOTE BOOK O z HORIZONTAL SCALE VERTICAL SCALE •1 FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET 7 NEBR. /, F-6-4 -4 (j o t o) /�NO. 4-1 • • w it Y . • �s= fir. /. �-A Er 1..7 r ♦, G%t'.c3. .E 7- r -‘:-'d,y4.3s• C reg. 9 cv yes <-6S. • of Ip 1' TA' 3 ,....0.0 .4 An/ Q CV. /pt. 8.S PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA NOTE BOOK NOTE BOOK • HORIZONTAL. SCALE VERTICAL SCALE . 1" :_1 G' . DC, IF FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. % NEBR. F`ZD `4.(o { o) 42- • • • f?. 0/ ite 0 v 4r3 L? 1 -✓r . .9nl. /// • 01 • TA A) .• • .A . 0j DxrG ed. s. • v •• • 41, • • Arc aVC . • • • •/ • reG. • A • • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA NOTE BOOK NOTE BOOK t R144,11'AL:SCAt:E VERTlCA4. KALE : 1 #:10'. 1.":=10'. //)7/7S. .of � TEii' Al FED. ROAD DIV. NO, STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. RP - 4-00)0) 4 3 0 7 74 7 0012 %Z S5Z 7e4 70 7 -mf emk 4 I9 0 / )<As- ox cJ� ,e 7- i A4.2.eE C 03- 0 Zl' t Re PA T'/I)N vF rg CA/ 04, C /0 :.0 OD T. r Cel...y�: rcE /5.x ,/ • 00 741 74. // 7- Q�X 4):.5 C7-/6/✓ (.iii"d. 0 // •r 46's • 1/ Cv. z es. PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA 0C b NOTEBOOK O Z W 0 NOTE BOOK O Z .1!sQR IIZOWTAL ltAL • • VERTICAL SCALE 1O • • • FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. FLO `'T"(! OI Q) 4-4 7 T 7% 7. i • 2 6/.%/f 6 • .0037 74. 7- C.2 E!,4 .�lcE'T 462 T LA1A/ / 0 • ✓ 0/ r24. • /r B.S C O 7 7/4. 7- • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA co NOTE BOOK co 0 >c c.) 0 0 W - <no >1_0- < CCOMLULLI - U.I CZ CZ CL. « < NOTE BOOK • 1 FED. ROAD DV. IV. NO. STAT E FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -L,„,,- i -4, (....1 0 i 0) 4S 11. 0 7. • •• • . . ..Teez„ an/ n• 74. • 6 rAiC. COett. • vvE,e 223 7/F z r4. • (m9,45 "VG-ET G 1.A./ 4, • /vC . .. Yf g- o 0 C. • • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA NOTE BOOK NOTE BOOK of X • %E X 6",;44,4 HO IzONT4 SCALE VE10104 L.SCALf: E FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F 67'*--C©IC)) 41, 7. • "veer T• 7-4 7: • // eaes T a ev, y.7.s • • 4e$ 6 • O • • r 7-4 • C 2r"../ 0.•./ i .3�- B .,I Caset TEEl �v. /4) • 4S .9 i / • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA NOTE BOOK NOTE BOOK • E/AIF 0 • • P6- • 17. • • • • J • • i 74, 0 t{/.G7710 /. 4.ti 443- I• ft '.. rL ./ISr. .0'/ 47- N T 4. e' 6'/Ai Q. 6 / �:7..`r.4 //'S.7A.Ge A/C C`T70..1 • 4 C61)1 3, r.- 1� .T --+-- 1 • /1 r / E Apet-o gib /a • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. D•RARTMENT QF ROAD'S •TATE OF NE*RA•RA% HQRIZONTALSCAI VERTICALSCALE E :. r..'=:Ur 1" . ii•tir. FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F_� "*" 1 c) 47 E/AIF 0 • • P6- • 17. • • • • J • • i 74, 0 t{/.G7710 /. 4.ti 443- I• ft '.. rL ./ISr. .0'/ 47- N T 4. e' 6'/Ai Q. 6 / �:7..`r.4 //'S.7A.Ge A/C C`T70..1 • 4 C61)1 3, r.- 1� .T --+-- 1 • /1 r / E Apet-o gib /a • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. D•RARTMENT QF ROAD'S •TATE OF NE*RA•RA% /3i' 34" x 2" BARS 1154 CTRS. 1 /32 rE- 3" 3'-O" ..E SECTION A -A 3'-6" 4.3" NRIN logegor i } 4111101.6 AMMO .1111111.06 rr 4 3" GRATE TYPE I /_ 9 15/ .CLEAR OPENING 5.4 SQ. FT. WEIGHT CAST IRON 745 LBS. 3100 I '- 915/35 "AI I 1 2" /, SECTION B -B 3'- 8/16" SECTION G -G 4'-2/6" 3" a... R-01-1 FLOW R R .46111-1 PLAN GRATE TYPE " CLEAR OPENING 3.6 SO. FT. WEIGHT CAST IRON 555 LBS. G N / 3" "—TOP SECTION L -L 11/6" 1 l5%6'` 15//j/ /6' :/6„ A .•.E 3" sp. SECTION M -M /6„ _____05/8" ` 15/6' /16" /6" 3" SECTION N -N SECTION H -H /8 " TOP SECTION P -P /6" 2- ` 15/6' 1/16/, SECT ION R -R 3/4" x 2" BARS 115/6 CTRS. C } 3" 3'-6" 3" SECTION C -C 4'-O" D N AMMONIUM 0.00111. 'tt r M 1 A r J } D PLAN GRATE TYPE "B" CLEAR OPENING 7.4 SO. FT. WEIGHT CAST IRON 990 LBS. I 7/8" 17/8„ 3" I " x 2/4" BARS c 21/4" CTRS. I 3" °110MHHHHHHHHEr' 2" ..E 2/-0" SECTION J -J 2'-6" f } aiammilk PLAN GRATE TYPE CLEAR OPENING 2.3 Sa FT. WEIGHT CAST IRON 265 LBS. „E,, 4" 3„ SECTION D -D SECTION S -S /6” �— TOP 1 /6" SECTION T -T 3" 4 E 1./2„ 1" x 2" BARS c 2%4" CTRS. a.. 3" 2'-6" 3" r F- SECTION E -E 3'-0" O '-1 4 11.11111. •� 7/8" x 2" BARS 2 la" CTRS. F *4 PLAN 2" I'-6" SECTION K -K 2/-0„ 1" ...E -- r • T amlb T Imiammk .1.11111. PLAN A GRATE TYPE. "F" CLEAR OPENING 1.4 SQ. FT. 4 WEIGHT CAST IRON 155 LBS. M 1 PROJECT NO. SHEET NOs '-4)-4.(I o i d 48 C.N. SECTION 0-0 A 3" SECTION F -F GRATE TYPE "C" CLEAR OPENING 55 Sa FT. WEIGHT CAST IRON 8750LBS. SHEET 1 OF 1 SPECO [1= • Y /6'-6" / .-6" CONTRACTION JOINT REQUIRED EVERY 12' WHEN DRIVEWAY LENGTH ` EXCEEDS 20' /6' 16'-6" 1 1 /6'-6" I 16'-6" 1__ 1 ! 1 i l 1 1 1 1 16'-6" I /6'-6" ` 161-6" 1 1 1 1 1 L 16,-6„ I5•-0„ /5'-0" 15'-o" 15'-O" "=1 .1 t -1 l5'-0" /5'-0" /5'-0" V T v 16'-6" 16'-6" 16'-6" I 16'-6" 1 /2-0" 12-0" 1 1 1 1 1 1 /6'-6" /6'-6" C. CT NO. 10 10 16'-6" /6'-6" I 16'-6" 1 k'I I 16'-6" 1 l6'-6" "!-)1 1 1 1 1?�1 1 1 1I V -VARIABLE. IO' -O" MINI MUM TO 161-6" MAX/MUM 1 /5'-0" V t- t V 16'-6' 16'-6' I6'-6' Pn /6'-6" r • J LEGEND LONGITUDINAL JOINT CONTRACTION JOINT SHEET''` NO. • NCEAL BRUNING 44-132 25916.1 SEC. LINE N L INC OLN 0 0 . • Rock Morker 65' 0 tD Rock Morker 95' PARK on to t?' O �J t0 _ W r.o. 1 _to cD O 2 + + M Nr �) 40 . — — N • Q Q R N co WINO ai 20 c n 0 HASTINGS Sec. 13- T 7 N - R 10 W O 9 O OM to 111112 111111111111111111111 80 ti +'+' 0 col N on 0 0 ' a 0 , 0 Q ci 0 tO AMMO P.T. & P.C. STA.1157+65,1380 Tract No. 30 City of Hastings E2SW'4SE4 Sec.13 Temp. Ease. For Shaping 6736.02 Sq. Ft. P1. 1158 +66.7170 A = 2° 32' 20.6"Rt. D = 1015' T=101.5791', L = 203.1249' R Z. 4583.6624' n CDa CX) m N c1) t0 — N-- tU05 (0 1.0 ++ 01 Q� to F- 1- cn 1-: a: PERM. EASE. FOR DRAINAGE STRUCTURE 3202.09 Sq. Ft. O 0 to BURLINGTON AVE. EAST BWESTIRI ADAMS COUNTY 17 F-6-4 (1010) C.N. 40741 REV. NO. , TR. NO. DATE , EXPLANATION BY d to Tract No. 36 Roger G. & Judy A. Hei iwege , H.&W.,JT. Lot 1 Jacobson's Sub. Tract No. 37 Dennis D. & Janet L. Gerloff Lot 5 & W 27.5' of Lot 4 Chart Subdivision • cc 0 t0 H A • SEC. LINE Building bx 41, °' Y 0 0 + �1 0 �w,. .f •• %m 1IIi1I,IIt +� t t ++t 4 + ++++t+ + +t+ N to 0 0 oConc.Slab N 35, r • on 4 h + ry O 0 Gravel Parking lot Temp. Ease. For Shaping 1375.00 Sq. Ft. Tract No. 32 Kansas- Nebc Gas Co. +45 Gos Pump 160' of 4 Conc. Slob + Tamp. Ease. For Sheping 750.00 Sq. Ft. ar 0' Perm. Ease. far Drainage Structure 1542.47 Sq. Ft. Temp. Ease. For Shaping 7167.28 Sq. Ft. o0' C Co 11. 0 2 co K o to", / Iti1 is + + Tract No. 33 Louis J. 8 .Eleanor Spitz, T Pt. NW4 14E4 Sec. 24 +05-5'x5' Sign Bos• 130' +16 Gas Meter 103' Sec. 24-T7 N-RIOW P..1.1156+63.5921 A= 2° 32' 20.6" Lt. D= 1015' T= 1015791' L = 203.1249' R=4583.6624' +66 Gas Shutoff 43' +45 Moil Sox 21' + 53 Gos Stop Boit 20' Tract No. 34 Custom Pack Inc. Pt. NW4NE'tSec. 24 • ID N + Temp.Ease. For Channel Cleanout 702.15 Sq. Ft. PERM. EASE. FOR Drainage Struture 3353.97 Sq. Ft. Tract No. 35 James D. Conway Pt. NE4NE4 Sec.24 Tarp. Ease. For Shaping 4734.40 Sq. Ft. to col cv to on -0- to See Sheet 8 C SEC. LINE 40 coo rfP. (0 o 2 N 0 1111111111 EMI 11111111111111111111 ti 111111111111111111111111 Tract No. 37A Janssen Auto Body E72.5'ofLot 4 a AlILot3 Chart Subdivision Tract No. 37B David L. Harrifeld Lot 2 of Chart Subdivision Leo G. Wissing a Stephen J. Kulonek d/b/a Westem Poured Basements , T. C. Lot 1 of Chart Subdivision SEC. 13 -T7N-R IOW (0 0 0.11111/ J 0 W a. - a e) 0= 7 OD cn CD ti Tract No. 38 Imperial Theatre Inc. Pt. SE`+SE`f Sec. 13 ti MINIM AMMO ti +19 Light 37' +60 -4'x 14" E let. S ign 64' ti 33, 33 t 1a oM CO a- c in 0 Ps co o_o _ (A . N h t0 + + in ti BURLINGTON AVE EAST 9 WESTIR2 ADAMS COUNTY F-6-4 (1010) 1 C.N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY A R T 4 S U B D2IVI SLQN m N SEC.18 -T 7N- R IOW c U! tV u �!J 'O) +93 Pump House Tract No. 45 See Sheet 9 Mayfair Motel 1 u, 40 2 O � m� Perm. Dr. Ease. 525.0 Sq. Ft. Perm. Dr. Ease. 525.0 Sq. R. PERM. EASE. FOR FILL 3787.23 Sq. Ft. PERM. EASE. FOR DRAINAGE STRUCTURE 552.00 Sq. Ft. 11 r) i0 PERM. EASE. FOR FILL 2 3848.78 Sq. Ft. S. co 0 iz at 01. Swimming Pool " = 1! inn Hi eligNORMI NI NW NI NIIILSAIHIMMOnnalignal Mr NAN hi I MEM " 19E6 MI JR- .rnimmommilimmimmodifk x - Chain Link Fe. 4 SEC. LINE ktkl to co co (41 — cv e ‘3041 Perm. Dr. Ease. 525.0 Sq. Temp. Ease. For Drive & Shaping 2800.00 Sq. Ft. Hastings Diesel Service Temp. Ease For Shapirig ibm616.00 Sq. Ft. Temp. Ease. For Drive & Shaping 5691.00 Sq. Ft. Tract No. 39 Buyer: David L. a Shirley qlover Pt. NE4NrSec.24 Trsisct Ma 40 Nina P„ Holt, Tract No. 39A David L. a Shirley Glover Richard Hecht Estate Of Dean Daugherty 22' of NE4Sec. 24 cr +55 Moil Box 23' +tt Goo Shutoff 27' EL. CV cv cu r to CL o ea al 40 40 te tr ogr 43( c SEC. LINE 11) o ow 74 co 0 Tract No. 49 See. Sheet 9 SEC. 19-T7N 9W SEC. LINE ti J 0 0 c 8 c ID it Tract No.45 L. Gosch Btk. t, Woyfoir Add. Mayfair Motel ti INN +67 -4x6' Lighted ago a ID CO + + N {D a 0 0 a 0 0 0 N Tract No. 46 Buyer : James Berck Seller: Myron C. & Thelma E. Kent, HEW/. BIk. 6, Way fair Add.. m a> a 0 — - C .{. 41 0 f CO — x q. U) N • B 0 O 0 m + SEC. 18—T7N—R9W a a J c O V N C — O — ec to = as its c • c 0 J u • W co t c co U1 40 40 t c c 0 J • • 0 O 0' -J 0 iD Lantern 92' NM co m c c 0 J V V • • W W M + c J 0 8 E ti + Tract No. 47 Buyer: Jerry L. Loney Seller: Fred & Mabel Spody S 186'of Btk.7 Wayfoir Add. W 30' of Davis Ave. 6. cc ti M c 6. c 0 J r M c • c 0 J U v • • • i W W ti + M P- + MINIM co Tract No.48 Jrry L. Loney W Vacated Davis Ave. Temp. Ease. For Shaping 390.00 Sq. Ft.co o, 0► Conc. Parking Lot 1 0! n • 114 w 0 0 M .0 Asph. Dr. Temp. Ease. For Drive a Shaping 6900.00 Sq. Ft. O O + + 59 Lighted Sign -651 ti N Nr co rn 0 0 ti BURLINGTON AVE. EAST 8 WESTIR3 1 ADAMS COUNTY ADAMS COUNTY 9 9 F-6-4 ( 1010) C.N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY 8 11111111111111111111 IMO 11111111111111111111 11111111111111111111 K Tract No. 53 See Sheet 10 Temp. Ease. For Drive 9 Shaping 5072.68 Sq. Ft. O in t.+1 cJ ID 40 Temp. Ease. For Drive &Shaping 5291,98 Sq. Ft. —n 0 + + 44 ++ + + { ++++ +++++++++„.4.,+ ++ +++++ ++ ++++ +++++4++ +++++++t+ t+4 + t+.}�+T}te±;tj_,)+4++++++ 4 f ++ i t _ , , + +4 ++ + + �+ 1 Temp.Ease. For Dnve 8 Shaping 4134.00 Sq. Ft. c 0 n rf coco + +++ + + + + +++++ + ++++ ++ + 4 + . + )_ i 4 " 4 } t + SEC. LINE 4-66 Mailbox —21' ++ + ittf6+ } +ice_.+. ++i+}+++ + Temp. Ease. For Shaping 10,987.75 Sq. Ft. Tract No.49 Johnson Imperial Home Co. of Hustings Pt NW4 NW4 Sec.19 O O ti M co itR a1 N (0 N CO n a Temp Ease. For Shaping 1000.00 Sq. Ft. Temp. Ease. For Shaping 1500.00 Sq. Ft: Tract No. 50 Debut W. Hartman Pt. NE4NW4Sec.19 Perm. Dr. Ease. 525.0 Sq. Ft. Temp. Ease. For Shaping a Drive 1525.76 Sq. Ft., Tract No. 52 MarvItyn M Eurek,etOL JX. Pt. NZ Sec. 19 r - N SEC. 19—T7N—R9W N +14 Mailbox +81 tine Shutoff 26' +29 Mailbox 20' FIL cc W cv Q. I a. tiM + co -to — N 42' a) 0) 0) reit N 'd'