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Home My WebLink AboutPD1996-63 0 0 w w Iw w c.) o> - Z ul W >.w 2 a' La z 1‘. _i i- v) NOTE BOOK 0 z w t•-• 0 co 0 0 cn C 1- w < CI Z t! W 0LAJ 0 0 CC W Z W int C.) Cr) >1-0 die: cc o •c• cc cc U) a. D. o co co NOTE BOOK z REMOVE PAVEMENT %WNW %MON 5V 50.Y05. 100+,5.0 -105+ 89.4 Li SW 1C40e41 103+ 513 - icri+ion V 1946 tat + 80,4 IS t LT 2,135 5AW cur 51AllON TO 9rAnON 91X Lf. ta+e,i- 1024' 0241 V 19.46 103+ 513 - icri+ion V 1946 tat + 80,4 IS t LT 2,135 K /I IEMOVE G STREET & PINE AVENUE CL EQUATION 100+00 = 106+19.15 FJI CO — I� 1958 FL 11051. 18.00. )15f. 19.0,1C 100+00 Asphalt Transition leThrst 0.26% 101+00 102+00 a; cu �� + kr5 0 + 103+00 PRIVATE DRIVE 103+85.4 END PROJECT 18:10 1920 owl 0.26% 0.26% N- c> 3$5. 0- J r-- 20' NORTH Scale: 1"=20' 9' 20' 60' 0''4 rC Cr% PINE AVE. CITY OF HASTINGS, ENGINEERING DEPT. 00 Project PINE AVENUE — G STREET TO PAUL STREET Prof. No. 1996-6 Description REMOVALS Design By B.B. Drawl) by Dote 3/97 Approved By Contractor Dm. No. 1 of 2 ALE, IZJI"2G' V.ERT 2.1 192 o ; ce co • co ID CO 0) co co N 1920 191 5 191 1914 • A Cif A tett -fly all Y10 L XTrA it= • . arter4 ortist* 1--nificintan t 100+00 101+00 102+00 103+00 104+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL. oor NATION= PRINWAST PRINTED IN U.S.A. 3xn SIM NO Skit Slat WO DM 10 3%3 t10411S0d 0 0 W 0 wo tai C.) I- o Z < W 0 W ›- W W...,, Z U. -J ..J CO < CC NOTE BOOK z uJ 0 co 0 0 CO 0 I"- < 0 0 xLLJLi CI Z 1.13 o ICIJ`40 000<zR J CC w a 0 0 0.) NOTE BOOK z BUILD 6" PCC DRIVEWAY (47B) STATION TO STATION SIDE PLAN SQ. YDS, 101+79 - 102+06.8 LT 331 22.5 103+52.8 - 103+85.4 LT 4.5 17C BUILD ASPHALT TRANSITION STATION SIDE TONS TYPE 103+52.8 - 103+85.4 LT 8.95 14 103+52.8 - 103+85.4 LT 4.5 17C 103+65.4 - 103+85.4 LT & RT 16.2 14 103+65.4 - 103+85.4 LT & RT 7.9 17C - BUILD CONCRETE HEADER STATION SIDE LENGTH 103+65.4 LT & RT 36' BUILD 6" PCC PAVEMENT (47B) STATION TO STATION SIDE PLAN SQ. YDS. 100+35.5 - 103+65.4 LT & RT 331 1418.7 100+35.5 - 102+94.4 RT 301 258.9 BUILD 6" PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN LIN.FT. 100+35.5 - 103+65.4 LT 301 329.9 100+35.5 - 102+94.4 RT 301 258.9 102+94.4 - 103+14.4 RT 301 31.4 103+45.4 - 103+65.4 RT 301 31.4 • - 18.r3 MO% PINE AVENUE cu - _kmiarxisc. 19,05 It 100+00 0 0 +> 0_ cs cs a 101+00 0 •a. • 41a, • • is e 18.10 fOR ID ay ••• MOB 102+00 103+00 18.62 -0.54% 18.12 It 4 It I/ ft -0.54% ASP ALT DRIVE As..4.4 A 4A alb Pr I/ 53 I 11241t 4 JAI; 4 a. 17,0 FL - 0.54% 16 ASPHALT TRANSITION 16.103- Ewff, 18r Q. -0.047% ista 0. 11.66 0.• -0.54% -1.3% 16 +1.03% 0 +- N 0 (.0 04 18.12 11. 18421C 11.8% P1. -0.54% 11.68 Pt 18.08 IC 11.5011 11.0, FL 130 IC r7.5, IC - 0.629% 16 +0.47% d 0 26•7 n ?RV n 0 CO 0 + 1 +N. 0 NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER. c3 22. 0 17,3 03 0 (I) 0 P TBM #3: C.P. #19, PROPERTY PIN 3/8" BAR, NE COR. LOT 1 ELEV. 1918.05 20' Scale: 1" =20' NORTH AG 20' 40' 60' TBM #6: PROPERTY PIN, 3/8" IRON ROD NW COR. PAUL ST./PINE AVE. ELEV. 1917.17 P 6.67 P1. 11.I/It 0 Ir 2' Gas 0, DK1 4; - + r•-• 0, t•-• w 2 Ks W in < O a. 0 Z c W + X Tt L Ili W ( o ) ,i, /11/4 CITY OF HASTINGS , 00 a + v. 0 ENGINEERING DEPT. Project PINE AVENUE - G STREET TO PAUL STREET Co Proj. No. ,0- 1996-6 ta ts i- e' Descripbon GEOMETRICS & GRADES O Design By Dote Contractor 0. B.B. 3/97 0 L. Drawn tty Approved By 0_ PINE AVE. B.B. Dm. No. 2 of 2 APPROXIMATELY 1.93 CUBIt YARDS OF !EXCAVATION. WILL.:BE :DERIMELY. FROM TIFIE C:ONSTRIXTION :0E -THIS ROJECT. *EXCESS XCAVATtON. SMALL -BE PROPER. F THE CITY: F •HASTINGS, A HAUL SITE SHAL D:ETERMI4D :BY. THE: NGINEER JT&IPYW0RK •TO. BE•DONL••BY HASTINGS••UTILITIES. CA 0R12.; 1" =•••20' VERTICAL' 1n = 2' 192 v) ▪ • cc •ci• 01 co co • co • co : N 03 co EXISTING 'GRADES • 0 0 t -- N N 1920 • 191 -0 04.7% 191 PROP.a.SEd-GRAD:E cn : X 0. 1914 D 0_ -J 0 : 0 W phoposgp crapEe 0) 0 Attl-34,.0.47e, **.fies. it Q., • t•-•.:- DAVID' t --r. n- • WACKER SC A •1 ./ lairra ,,, pre ...1".07.1004•0‘ fisIteri SSSSS • 100+00 101+00 102+00 103+00 104+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE•FuLL oor NATIONAL PRSNTFAST PRINTED IN U.S.A. - SW X0 MU; W ,- 0 O O W W Y Y W W X 0 Z< W 0 W > W Pi '0C. F .I In C. a D: NOTE BOOK o- 0 0 0 N Z 0 d W Y W0 W 0 016 o a. >1-0 • x03- W J LL CZC0 0- NOTE BOOK 0 z BUILD 6" PCC DRIVEWAY (47B) STATI❑N TO STATI❑N SIDE PLAN SQ, YDS. 101+79 - 102+06.8 LT 331 22.5 103+52.8 - 103+85.4 LT 4.5 17C BUILD ASPHALT TRANSITION STATION SIDE TONS TYPE 103+52.8 - 103+85.4 LT 8.95 14 103+52.8 - 103+85.4 LT 4.5 17C 103+65.4 - 103+85.4 LT & RT 16.2 14 103+65.4 - 103+85.4 LT Sc RT 7.9 17C - BUILD CONCRETE HEADER STATION SIDE LENGTH 103+65.4 LT & RT 36' BUILD 6" PCC PAVEMENT (47B) STATION TO STATI❑N SIDE PLAN SQ. YDS. 100+35.5 - 103+65.4 LT & RT 331 1418.7 100+35.5 - 102+94.4 RT 301 258.9 BUILD 6" PCC INTEGRAL CURB (47B) STATI❑N TO STATION SIDE PLAN LIN,FT, 100+35.5 - 103+65.4 LT 301 329.9 100+35.5 - 102+94.4 RT 301 258.9 102+94.4 - 103+14.4 RT 301 31.4 103+45.4 - 103+65.4 RT 301 31.4 19.031C 18.58 R. E)05f. 18.05 R. PINE AVENUE N i nCO'. _0 .M 18. a. 0• s 100+00 $2,7082.19 0.26% a 0 26% 0, L 1-, a a, d L a_ 0 H.C. DEANS ADD/T/ON 101+00 BLK 2 OWNER: Ets 6-10, SMITN'S ENTERPRISE, INC. 9 $3,161.58 50' 30 8 $3,161.58 102+00 U, N +.D as O + ,d x Iz 7 W$3,16/58 ce a 6 $3,161.58 103+00 OWNER: SMITTY'S $3,793.90 0 ELK 3 ENTER11RISES, INC. 12 SPHALT DRIVE 26' 50' 50' 28 60' Ivate water t t a x 03 m A 1 0 + 0.35% I8�a 18..100ICCSOK 1124 it -0.54% -0.54% IC 16. ' FL 1668 A. 16 MI M 0 411.1 if) Err Nir CP- ASPHALT TRANSITION +1.03% 16E4 20' 18�t1.rItit 1837ft a 2 0.26% g -0.54% 1168 ft 1/%30 FL 18b2 TC It x 2' Gas -- 2 0.26% 0 0 0 x D) 03 a os 0 $942.42 r $7,616.63 w 0 O a 0 L 0_ TBM #3: C.P. #19, PROPERTY PIN 3/8" BAR, NE COR. LOT 1 ELEV. 1918.05 5 x 6' UTILITY EASEMENT 1710 fC N Eg ▪ 7.30 N: S 135 36' 1 = 135.36' +0.47% 20' C• OOJN ��ON, NPtioPCP o\14 Op �EgR BLK / SOUTHWO00 ADD/T/ON NORTH Scale: 1" =20' 0' 1 2,0' 60' $7,616.63 $942.42 + -= 1.0 <o 6 1 NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED 114 FIELD BY ENGINEER. oaq m Ino e TBM #6: PROPERTY PIN, 3/8" IRON ROD NW COR. PAUL ST./PINE AVE. ELEV. 1917.17 x '0'0 ND ND 15 0, tn 0 a 0 L 0- nnfC 2' Gas N PINE AVE. 0 x + CITY OPHASr1NGS, peq ENGINEERING DEPT. Project PINE AVENUE - G STREET TO PAUL STREET Proj. No. 1996-6 DenMPfion GEOMETRICS & GRADES Design By APPROXIMATE Y •1.93 •CUBE .•YARDS -•OH-EXCAVATION WILL BE DERIVED FROM THE CQNS1RLJC11QN:::OF::TIUS PROJECT: '.EXCESS -EXCAVATION. SHALL *BE PROPERTY OF••THE • CITY.OF...HASTINGS.•..A•.HAUL•.SITE•SHALL ; E::D:ETERML D:::13Y.::.THR:: NGIREER UTILITY•.WORI< .TO•••BE DOKE•••BY••HASTINGS -UTILITIES. Drown bly r B.B. B.B. Date Controctor 3/97 Approval By Dm. No. 2 of 2 CAL • HORIZ.; VERTICAL:' "1" • 1922 • cr O M 03 w 03 Y N W m oo 0 0 D) 0) EXISTING "GRADES w N n i+ n) n n N 1920 1918 1916 PR:OP..OSEID:::GRAD:E EL 1914 0▪ e 01 M 03 co •W 00) PROPOSED "GRADES D: ET - • i,i 0 ti• LC o ti CO N CO to (o CO • N • 100+00 101+00 102+00 103+00 104+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE•FuLL Dor NATIONAL PRINTFAST PRINTED IN U.S.A.