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HomeMy WebLinkAboutN 19th Ave - Baxter Lane Intersection & N 19th Ave - Baxter Lane to Oak St D[51r,N DATA Anr 199E 11_30D Aor zou n.vw JJJC�,(, GRADE, GRAVEL & PLANT MIX SURFACING - =Y3 �1.«•at t It 1op ►«u rs I D • S!i •tSr .:. ` 4wf t.A kt rtra9_ C DAM.. — 1 (PV t St �� r � I N. 19TH AVE. BAXTER LANE INTERSECTION w y INI<►S 2„ r x ,J 50 0014°lm Lasr,A N. 19TH AVE. - BAXTER LANE TO OAK ST. v. K:1A�• M IA.1tA CITY OF BOZEMAN ' 7 l .. ..�11. ►... a - AI.[.A L GALLATIN COUNTY ' PROJECT SITE Y g r LENGTH 0.83 MILES ' V^S:t SCALES VERTICAL: IINCH - 10' FEET HORZONTAL: I INCH - 50' FEET UNLESS OTHERWISE NOTED - CROSS SECTIONS -HORIZONTAL & VERTICAL: I INCH -10' FEET U _ REDLPCED PRINTS A^PHOMMATELY n ORIGINAL SCA-E { _ c CW14 R , E A. 6 E SURFACING SOURCE `° '�\•w�• CONTRACTOR FURNISHED 22 r-1 • �� G AlL A[IN 19 20 /•. 2'b O S4 i =• COUNTY .f • 26 :g •.� v I all ,15 2D `•,4 ( 2a 2� I . �.• co is °l,' „i t r•]QI ir (,I.i• j1 � � � 1 •1 I Ej I ► rn TPAAE0 0Y ai ` • •` r - I �• o 1N1A11-j'RLE,1NC. II�IUPRISON2 KA�«1u. NI I f-SMCL 17.1 \ l ♦ .� I `4 L t✓fA 9•),'1 LENA A'. HELEAIA MT 59"Afitt1 .rear •"• •� { 'E Mots N7aoso •_� �• i { "'6 1 `C. W H •` j eoz AN r Er - I LLI IJ 0 U U O Q O 2 O H � A t t It C I A I I D ►A O is c T Q z O] m2 A GAFF. FAT N u. lips I 1 N W t1J m A rya gQ oa C � ir PPn,[[t uu Ft + 4 L7 }12r.001-0•1 "I'9 r.roAM No z THIS CONTRACT C7. z 'N[[t NUAe[A Q U m N Lu Lu N:♦71;1.DDT�lAIt;^vEA.Dcr1 r5;11:°�� i TABLE OF CONTENTS NOTES "sYia 0- m;i n •- ;w SHEET NO. a i:f# ROAD PLANS BASIS OF PLAN QUANTITIES .` (0UAN111IES FOR ES11MAIINO PURPOSES ONLYI COMP.WT.OF PL.MIX BIT,SURF.• 3855 LBS.PER CU-YD. � •�.', COVER SHEET PL.MIX.BIT MAT'L • 6.0/ WEIGHT OF PLANT TeX MAT'L. \�3.I` 811.MATT • 8.5 LBS.PER GALLON S PRe4E • 0.30 GALLON PER SO.YD. •� a TABLE OF CONTENTS 2 TACK • 0,05 GALLON PER SO.YD. SEAL 0-35 GALLON PER SO.YD 4LATEX U004FIEDI COVER MAT'L. • 25 LBS-PER SO YO. NOTES COMP,GRAVEL WEIGHT EST. • 3700 LBS PER CU YD. v xs �.t HYO.LIME • 1.41 Of Pl,MIX BIT.SURF.BY WEIGHT. L I N E A R & LEVEL DATA 3 CLEARING AND GRUBBING CLEAR AND GRUB TO CONSTRUCTION LIMITS. INCLUDE THE COST OF CLEARING - CENTERLINE COORDINATE TABLES AND GRUBBING IN THE UNIT PRICE BID FOR UNCLASSIFIED EXCAVATION. i CONTROL POINTS APPROACHES s . BENCH MARKS j CONSTRUCT APPROACHES AS INDICATED IN THE PLAN SHEETS ALL RADIIARE 25'. SURFACING DEPTHS � r• TYPICAL SECTION TRENCH DETAIL 3 PAVED APPROACHES= 0.25'PL.MIX SURF.GR D GRAVEL APPROACHES 0.25'CR TOP.SURF, TYPE A GR_2 �r TYPICAL SECTIONS ~~ t SURVEY MONUMENTS & PROPERTY CORNERS r I REFERENCE ALL SURVEY MONUMENTS,SECTION CORNERS.'/. CORNERS AND PROPERTY GEOMETRIC DETAILS CORNERS PRIOR TO BEING 04STURBED BY CONSTRUCTION. REPLACE ANY MONUMENTS AND CORNERS THAT ARE DISTURBED DURING CONSTRUCTION. L- J N. 191H AVE. BAXTER LANE 7 TELEPHONE NATURAL GAUD ELECTRICAL POWER CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER AT LEAST TWO DAYS BEFORE w N. 19TH AVE. BAXTER LANE INTERSECTION A BEGINNING EXCAVATION OR OTHER CONSTRUCTION OPERATIONS, 41.800-424-5555) L�it. N. 19TH AVE. OAK STREET INTERSECTION PLAN & PROFILE d N. 19TH AVE. 10- 1 S BAXTER LANE 14 0 In O O z SIGNING PLANS ~ Q cr z SI-S4 LJ Q N. 19TH AVE. H to X BAXTER LANE S5 Q 7 CoOAK STREET S6 ~ I � L1J U CROSS SECTIONS Q U N. 19TH AVE . I — 1 z BAXTER LANE 19 - 23 W 0 m PROJECT NO 1,21.001 0•}-0-0 SHEE T "Alf P L HF�1121.0o �9.rtOf.DC�. 0l�1D�99 LINEAR AND LEVEL DATA YIN. u ►Y:� T• OVERILAP R J YtaSS N.19TH AVE. o e � "_ = CENTERLINE COORDINATE TABLE - - - �� $ •V STATq/1 DESCRPTON N OR T COORDNATE E ON X COORDINATE REMARKS ,� SP111AI 6ORR0• •,51 " 130.20.00 POT 11.100.1130 13 230.4200 SEE SPECUL PRovlsrtx/sFABRIC 'c :E � ?3 '' iu•/2.67 IS 10 07T.i9SS 43.222.6160 S, I Ii•92.6J SC 9 921.1o96 13,223.691! _ 150010.66 PI 9.400.4111 _ 43.218.4196 I SS•09.31 Cs 13.520.I sS1 /3.S20.1SS/ 156•S9.3S Si 43.603./130 Il.603.0/30 -� - 1.0 11 h, Is••ss.01 1S 9.692.4111 tJ,115.1146 • 16040S.OZ u h551,7511 13.796.53 _ - v _ 4 ,� 164-60.11 owl //.063.4693 16/•91.62 C$ 1 Tls�ll_ 11,011.612/ i 70.11.62 sl 7 665.1111 H.011.1200 _ _ _ i FABRIC •• - 1Jr1I1.66 POI 6,192.1100 11,02S.1700 - 117•71.67 POT &.136.4240 11.023.SI50 199•e3-IS POT 4.621.801 11.095.0t60 I I •• T,STAB. FABRIC 11_I E SEP I<D. _ .OVEN OR APPROVED EOUAL.EXCAVATE TKM" WTIMCEPI BAXTER LANE •KLWAK CRAWLS. A-9-6 ON KTUR•q W CENTERLINE COORDINATE TABLE ^ r IF STATION OE scot PIam N OR T COORDMATE E OR K COOROIMAJE REMARKS 0.00.00 POT 9.153.3660 412.219.1310 5•16.91 rot 9..13.1210 421/6.00I0 TYPICAL SECTION TRENCH DETAIL I a 1 10.03.14 rot 9.111.2380 43.302. 210 M. 19114 AVE. NTERSECTgN 1/.30.11 POl 9,011.300 /3. 29,5640 - U 11+59.23 rot 9 /60.2000 44.151.9660 � 7 NO SCALE Ka• --- i c - dz CONTROL POINTS Y o a w R - STAt10N DESCPION N OR T COORONATE E OR / COORONATE REMARKS O d ONO-S-1 9,AST,0950 11.139.S6/0 _ r j OAK STREET - - - CH RR-S 9,121.INO U,1tS-91S0 -- - - - W m CP3 RR-s 8.091.1950 11 123.t1uj 20 ~ CENTERLINE COORDINATE TABLE - cz cp1_A -= 6 19c.soeo 44.140.7370 �„� STAI M KSCRPIgN N OR T COORONATE E OR K COORONATE REMARKS R ' -s-1 6 I05.9131 11 060. 001 m Q 2.15.12 POT 6.goo.i 20 43.311.1110 0 J 1.13.61 Pc 6.I01.6m 13.131.9303 BENCH MARKS w 4-66.99 01 6,002.1064 13,191.3OS1 W s•2/.tS Pt 6,10e.621s 43,543.2910 Q w J S tAt C.W LOCATION DfSCRP1 qN ELEVATION _ 6•92,01 ►C 6.e2e.3TIS 43.715.9546 z 7111.11 PI 6,1134.19SS 43.TT0.9362 SEAAENTAL RAY I 'A' ON NORTH RRI Of SSW Ir09.11 1 se02.6 ►I 6.$35.Son 13.126.301I SAKTIR LAN[ Cr 10#00.00 PDT i 036.TSsO 41 023.s990 PIL MH AVE. NIERSCCTION _ P► M. Of tSCNACK A.m. split SOUTH Of POLE 4722.21 I Q AT 11.19 N AVf. ? iS/31.13 rot c.e1s,6920 4S S51.6teo E. '. SECT. 2 R.M. eRASs CAP 4119.10 o I J OAK / N.191N m K COM40 of ARROW BOLT FMTO 4T41 21 -_ ► OAR / M.1101 5121.C-O0i-04 J- OsiO IMTO R. OF 191M - I ARROt BOLT - f-my D 4121.32 SHEET HUU6ER ACROSS FROM tSCHAC&C Ir•\3121.OOnln•LCv.OGN O1'i` ,T 3 i 1 44.92.67 TO :55409.34 15'/. L t. I STATION WIDTHS (FT. ) jCAj, SECTION NO. 1 160:05.02 TO 157.19.35 TRANS. TYP. NO. I ,0 TYP_ NCI 7 160�05.02 TO 166.94.G2 14-r- RT, I TROM tO_ A 8 C 0 E A' 0' C' D" f' F' 168494.62 TO 171.19.62 TRANS. ITP, MO. I TO TYP, NO. 2 iaal ,2.61 156159, 35 28.5 10.5 14. 1 15.9 21.5 25.0 44,0 15.8 16, 7 21.0 4.0 "�•' y-3S 1S7419.35 27,5 11,, 15. 1 16.9 12.5 26.0 13.0 14,8 15. 7 20. 0 4, 0 Y: tom: IS-02 165.0Cl,00 26.0 13.0 16. 3 IP.O 24,0 27.51 11.5 13.6 14.6 19.5 3.0 •-Y:;R{ o. po t1 4444.62 76.5 12.5 15.8 17,5 23.5 ?5.p 14.0 16, 1 17. 1 22.0 3.0 • SEE GEOKfiRIC DETAILS FOR TAPER SIATIONS AND WIDTHS a•t.62 1T1419.62 75.5 13.5 16.8 18,5 24,5 27.51 11.5 13.6 14.6 19.5 �Q>f'••. ,.JE UIMENSIDN'', FUR CURVES FT, D Dr LEOIEXTILE FABRIC C PRIM d TACK I` C PRIME 8 TACK .% SEP, /STAB.-M,_D. -WOVEN AV UP APPROVCD CDUAL B SEAL 1L COVER • r A 0 SEAL a COVER • SE 8.0' 12.0• 12.0 7.O' T.O' _ 12.O' 12-0, 8,D' SHOULDER 5 0, i LANE LANE LANE LANE5.0. SHOULDER w a 0.5 t 3E ` 7 SAWCUT Ex. : T( 0 5' f PAVEMENT 6: ! SA _ . 1 5 WCUT Ex. I 4I1•nR. Ilk' Oq PAVEMENT :. -.«sTa►+-� asr�r"a n a� w�t+_r -ti b I F 111 6 s I1I S' 1 �rz +..<--�a•.++vr \ ! 1 OR AS h i1111W AT SLOPE i on1 SECt CROSS SECT TIED STAKE GEOTEXIILE ON S F A ? a t SPIC N 11LE �� I FBRIC FABRIC \-- •+ �, F Ex. EDGE DRAIN w 10 REMAIN IN PL. ~0.40' PLANT Mix SURF, GR. 0 12 EQUAL LIF TS I a� - 0.20' CRUSH TOP SURF. TYPE A GR. 2 I n 0.95' CRUSH BASE COURSE TYPE A GR, 5 ^ l 2.85' SPECIAL BORROW - SEE SPECIAL PROVISIONS `�•�'" SEE TRENCH DETAIL SHEET S GEOIExiILE li i,-0' 0.02 F T.If 1. FABRIC M• CROSS SLOPE SEE NOTES D -- 133.50,00 TO 142482.67 STATION WIDTHS IFT. (- :42.62.67 TO 144452.67 TRANS. TYP, NO. 2 TO TYP, L[ 1 _ TYPICAL SECTION NO. 2 157.19,35 TO 160+05.01 r 1.nu Ip A B C D E A' B' C' 0' E' 157.80,01 ip 160.05.0? TRANS. TYP. N0. ? TO TYP, tiC 0.00 144.9 ,6i 28.0 11.0 13.8 15.3 22..0 25.5 13.5 16.3 17.7 24.5 171119.62 TO IT7413.03 f, 35 160.0', 02 27.5 11.5 14. 3 1$.8 22.5 26.0 13.0 15.8 11.2 24.0 E o o i9,62 177•I', 07 27.5 11.5 14.3 IS.B 22.5 25.5 13.5 16.3 1i.7 24.5 • SEE GEOMETRIC DETAILS FOR t T 6 TAPER SIATIONS AND WIDTHS 2 O •• (-[0TExT&LE FABRIC _ -- C PRIME d TACK +; C' PRIME d TACK O SEP. /STAB. -MED.-TWIVEN C OR APPPOVEO EQUAL B SEAS d COVER 4► A A' 8' SEAL d COWER • N Z fl.C' Z.D' 12.tl' 7 0' T.0 12.0, 12.0, 8.0, Lf) O SHOUL DER 5.U' s LANE LANE L ANE LANE 5 O, = SHOULDER ~ X uj Q w Co (Al S- 0.5, 0.5'2 I 44ww1 /4 G:9 �1 SA41P;;UT Ex, SA"CUT EX. 1. U CUT \ qS I I PAVEMENT PAYEKENT r- LJ d R } D E H I N S. 1 !^�+rw�..^��.+.��w..��.r.. ...-.�..� > F- A1 5LOFE SECf0 IT ILL Q STAKE tis 61 I ►IEIGHI 1- 1 \ 6: 1 OR At SLOPE I " FABRIC 1••C / \ I W CRUSSASE���N STAKE Ex. EDGE DRAIN Ex. GEOTExTILE FABRIC S TO REMAIN IN PL. GEOTExTILE Z 7 a Ex. EDGE DRAW FABRIC 4w 0.40' PLANT Mix SURF. GR, 0 (2 EQUAL LIFTS) TO REMAIN IN 0,20' CRUSH TOP SURF. TYPE A CR. 2 m n 0.95' CRUSH BASE COURSE TYPE A GR. 5 11- SEE TRENCH DEtAII 2.85' SPECIAL BORROW - SEE SPECIAL PROVISIONS GEOTExTiLE SHEET 3 GLOTEXIkC FABRIC +• SHEET SEE R3NCH DETAIL °r FABRIC Of 0.02 FT.IF i. 0.02 FT,/FT. 4 M-\3171 001\ 19 TniTP,pi,h 09/11�9i 6.55.50 TO 9•00-00 SAwfuT G.5' >; Fx1;i11.r. PAVF►,(NI ,'•,,,�«`- • TYPICAL SECTION NO. 3 RI[IEN AS IN THE GEOuETNu= UEt AIL S OhN A'J h� SPCCifkO 6r THE E N t�INt G•• 8.00.00 TO 9#62. 75 �"'vz BAXTER LANE uY: a ;,: Y5xT4E 0 A SEE GEOMETRIC DETAILS FOR •+ GEOTEXTILE FABRIC SEP./STAB. -MED.-WOVEN ( TAPER STATIONS AND WIDTHSo ^ DR APPROVED EOUAL C r 4 i eg Q•. 3.0' 19.0' 19.0' 5.0' l Yit7IY: 17. 1' PRIME 5 TASK 17. 1' PRIME b TACK N7; If.U' sH. 12. G' - 12.0' sH. LANE LANE CUT PROFILE GRADE DEPTH / FINISHED GRADE AT SLOPE Is 1 STAKE FILL ter ` J+F HE IGHT - GEOTExTILE AT SLOPE FABRIC ee T STAKE s 0.40' PLANT MIX SURF. OR. D (2 EQUAL LIFTS) y 0.25' CRUSH TOP SURF. TYPE A OR. 2 1.50' SPECIAL BORROW SEE SPECIAL PROVISIONS 0.02 F T./F T. 0.02 F T,/F T. e � f 10#44. 10 TO 15450.00 TYPICAL SECTION NO. 4 A BAXTER LANE Eo ' e SEE GEOMETRIC DETAILS FOR TAPER STATIONS AND WIDTHS o _ U �• GEOTEXIILE FABRIC SEP. /STAB.-MED.-WOVEN OR APPROVED EOUAL 3.C' 26.0' , 26.0' S.0' z 24, 1' PRIME 6 TACK 24. 1' PRME i TACK Q 2.0' 42.0' a 2.0' O S . 12.0' 7.0' 7.0' 12.0' SH O 4�R l ANE LANE CUT PROFILE GRADE = CC 7 DEPTH FINISHED GRADE H O AT SLOPE 6; It 61 I= STAKE 3s 1 ~ F ILL Q w HEIGHT m U) GEOTEXTILE AT SLOPE —' FABRIC eat STAKEcl- I Q _U 0.40' PLANT MIX SURF. OR, 0 12 EOUAL LIFTS) > 0.25' CRUSH TOP SURF. TYPE A OR. 2 Q 1.50' SPECIAL BORROW - SEE SPECIAL PROVISIONS = F— CT� 0,02 FT, /FT, 0.02 F T./F T. Z c; c-, m ►ROJEC1 ti•. J121-001.04' — SHE(I r..io,I I- 5 H V 121.OOI\D�41i1.OG4 09r15�79 / V mis =�s•� PI = 150s20.00 35' 00' 00' U T. ( O , / QO At = 30' 30' 00' (l T. 1 \ \ b 6t ° 2' I5' 00' 1 g \ \ l t t i 50,00'ao- ����/ qV \ \ It 1,016.67' \ £ \ H 1t a 677.33- �\ S 0. \ Rt 1.909.86. \ 4?0' 7 \ \ 5 ° 0.05 _ \ 7- A \ E 69. 11, z � If .O W � _ u Cr W _y i • W m z CD .o r ♦ U V. ~ W Q L) a Lb w \ o \ z \ W N \ O fn v vR0.1EC1 NO Z !.Z,.Ooi-pslUlr� h SHEET r4u%CER 6 M:Ut?t.OOI� 117/t6E0t OGN 09/t)/93 i V■ En I o or 0- 1 � ♦ = 1 d .n i > W O r CDd - r dgo ci .G W 1 1 U Z ! E .n U 1 m IL e. F�• a:l--fit 49 30" "— N �n7 _ \ / BAXTER LANE — BAXTER LANEcc / Ix ;I 111 r ` Z ■1 a� � e V n JI POT 10.03.74 BAXIER ■ 2 \ O a a i o d POC 149♦04.01 N. 19TH AVE. \ \ n a v o x ¢ ! 5 0 W d .;a r Brio � oW a X \ I^ o O t .flW r W _ _ Z N— W .AU r Q A co V.t Z t CD .0 3 m 'C p Sl Z \ \ Q w UJ LLJ \' \ Q o m L 2 4 l W QN m PR0.1EC1 No. 7i2i600i-043-03l0 SHEEt WUWIR Hi�3i2i.00�� B�IG[O.OGM 09i�3i99 1 r 1 L = 80. 69' Y`fLg:t� 1 1 T = 47. 77' N. 19TH AVE. T = 40. 99' 1 C 1 STA. 149+23.43 _ 1 0 1 39.00' LT. R J = 34. 5' N. 19TH AVE. r ` N. 191H AVE. 1 �1;� 11 STA, 149+25.4J M rN STA. 148+98.36 1 99.00' Li. _ 39.50' R1 N. 191H AVE. STA. 146#98. 36 - 74.00' RT l rf BAXTER LANE BAXTER LANE O \ STA. 10.85-71 STA. 9+1 I.09 - - - - - - - - - - - - - - - - - - - - - - - - -- �1 88 - _ _ - _ BAXTER LANE BAXTER LANE / BAXTER LANE m STA_ 9#24.66 ; a - � STA. 11+01. 75 � o 13,92' RT. 28, I T RT. 0 � o �) 1 U titi I w \ 1 N. 19TH AVE. Ln STA. 150+79.73 0!: Lli 79.00 LT. N. 19TH AVE. Z N. 19iH AVE. � STA. 150+27.31 STA. 150#27.33 `� \ N.19TH AVE. J 99.00' RT. ` \ STA. 150+79. 73 z w 39.00' R7. 39.00 LT. d = 10 P 55' 28" w O \ \ L = 71. 16' X w d = 70' 14' 29" T = 49. 33' co 0 L = 73. 56' \ ` R = 40' T = 42. 20' w STA. 10+03. 74 BAXTER = Q STA. 149+84. 01 N. 19TH AVE. \ \ \ N 2G 0 20 4 f, Z m SCALE W FEE1 Fp0�EC1 r,_ :ShEET I.UWGEA 8 H:\3121.001\ 11PASCEO DO 01r1)i19 I FtLIET OF Ntl Full _ UEPIH PAVE6EN1 IL I 4%tt +MCIAL I`ROVISION�1 T••3�=yy=': I I Ll --'� N. 19iH AVE.� I STA. IT6+17,80N. 19TH AYE � 39.00' LT,BEGIN1511 TAPER se STA. 176059.24 I = O © 39.00' RT. I I N. 191H AVE. d = 64* 10 13' �' J3*.� d = 99' 49' 07" BEG. IS I TAPER STA. 176+94. 12 L = 5 !. 52' N. 19TH AVE < 44.08' LT, T = 28. 84' 1 •' i L = 54. 26 STA. 177#13.03 I �3 END 1511 TAPER T = 32. 39' 42.59' RT. R = 46' END 15. 1 TAPER N. 19TH AVE. R = 39. 5' N. 19TH AVE N. 191H AVE I STA, 177+02,79 STA. 177+1 T.49 I 44.98' LT. W g 3 Stk 177.16.90 11I I N. 19TH AVE. 48. 94' RT, 43.04' RT. I I STA. 1 76+93.72 N. 191M AVE N. 19TH AVE. STA. I7 10.4I TA. IT7+02.66 90.08' L T. I I 55.94' LT. 82.00' RT. N. 191H AVE. OAK STREET I I I -- STA. 177+24,81 STA. 9+39,58 56. 18' LT. 48. 30' LT. O v „ OAK STREET ! E OAK STREET © I` STA. 10*70.90 STA. 9439.58 C 36.68' LT. OAK STREET 31.48' LT. / OAK STREET STA- 8+47. 15 OAK STREET STA. 10+76. 11 21.5I' Li, STA. 9+23.98 I 36.90' LT. w i BEG. 15 1 TAPER 26.63' LT. --- .-� END 15; 1 TAPER ..� N 890 34 A E _ _= OAX STREET • c `ue STA. 9+39.94 1 m i ' e 21,64' FIT. 7 O A K S T R E E T OAK STREET _ STA. 9#39.94 32.50' RT. N. 19TH AVE. Z STA, 178+21. 64 0 5 N. 19iM AVE. 64. 29' LT,STA. I78+21.14 N, 19TN AVE. U LLI 67.08' RT. STA. 176404.63 N. 1 84 6. 33 AVE. U) 18.80' RT, I STA. 65?272LT. w J N. 197H AVE. d = 53' 4 �' 34 STA, 1 78#12.34 N. 191H AVE. Z L = 25. 77� 48.77' RT. STA. 178#43. 18 Lij N. 19TH AVE. 50.40' LT. NOTE t jci T = 12. 9 1' STA. 178408.31 . 19TH AVE. FOLLOW EXISTING CURB ✓w GUTTER R = 27. 5' 40.67' RT. O �� GMII STAN 178�3 08 Y Cr STA. 10+00. 00 OAK STREET = 42.72' LT. LINE. w STA. 177473. 34 N. 19TH AVE. 1 0 ui I a s F- i z � 0 20 0 20 40 m ISCALE IN FEET PROJECI Na "I.1 mutAEP 9 NI\lIT�.00I� 1909►CEO DfJ� 09�Ifi99 AREA OC NEw CLLL OEPTM PAYEME NT � s_ Ci cr : Y- i u X� M 7� - O N O N. 19TH AVE. s 0' 2 o' 1 7• N v „ - --- ; —•—• ~ Ex. R/A STA. 133+50. 00 / x 3 u 2 BEGIN N. 19TH AVE. BAXTER LANE TO OAK ST. 135408 PRIVATE APP. LT. I 1 24 WIDTH — -- -- �- - _ }�-- - 1 _ AVE,TO BACK OF RADII -_ {_- 40 ; 4 4.740 I _ f ��_ - - �.-..._ _ - - - j. '- 1_ -_ �. ---- -I-- - _--_�V.... -- — i - ---- --I 4. 7 -- — _.. --- 1-- - - - --- _�.— --- - - -, - - - -1 730 J 710 71 4. 72G 4.710 -- -— -- --- ; - 1 4, 10 LU 4. 700 - GROUND PAOFKE _ - - - -- - p ---. w.•— 1 - -- -- --+ -- - - - - t - j cc - T- ` t- f I 4,69-1 1 z w Q - --- - -- 4.6 T 4 f -- - -- 670 a 4,660 - 1 - '. _._._._ __..-- .-•--- tj -----i --'- -- - t - --- -1 -•'— - r - kW6( SH(CT 650 4.650 _ - ----- ---a - -- _ - - ----- --•— -- -- -•-- •-- . .. r - - - - ---_ _ .----•----- - ._. - • 10 130+00 r135+00 v�t�.00n IITuvFO or" ol��vle I I r _} Ar a AREA OF NEs full Q' �S�t OEPT V'�`- P CGN TR• �y/ N PAVE VE NT T -;f t Y , PI z 150♦20.00 �Q rc ;YT:sc ai a - 35. 00' 00' [LT. I In CL % 6: _ 30• 30. 00' (LT. I J Ass, _� _•` I bJ • 1 .L 0' 00' T�i' 3 1 a P 9 Ty '�•� c, R1 },909.86 1�3 .o I 5 p• E 69. T I' Efs o 3, v .` ?0. / o GAS 'r t ol 01110 P I.P � �J F EX. R/dr N f1 t _ III y t� I Js-0O�# .i► ( Riw - �41 r!�•d EC �0 L3"rRR prTCH—N CL Q tn ✓� 6 N T ka Y 0 %a< ', Nam?W O W 1•Cu4 t .n x < C'i• �W _�. 47 .1�. 6W O. a2rW 4J f t D`j f V<cc !TM n 7 I - V l.C V W K X. W W ,. CO •-• Cc a W NY1 OK rr 144+98 ' j PRIVATE APP. LT. 24' wlotN 7Aa II I F A 70 BACK Qf RAOII + I_ I - - - - - - -- - -- - - - - I"j 140�55 ; AVE145400 i J •° 1 e :., PRIVATE APP. RT. PRIVATE APP. RT. ( „ `¢'I• 4, t]0 USE AS IS l 48• WIDTH -. ---- - -- PAYE_T_O ACK OF RADII i Q--- 1 4. 7;0 - - l - I - -- -- - -• }-- - 4.720 r 0 f £rlsT1NG � I GROUND PROFILE4. 71C CD LLJ 4, 700 w A. T00 X p d --i— - t---- - - r I LJ _ I + a Q 4.E80 4.680 4 6 rp I I f I — - --- - -' -- — ---�- - F7 1 I I 4.670 Z NEW CONC. C --- - -- --- 1- -- - ---�- -- 11 140+00 145+00 150+00 H: �Trri.ppl� Ig1HrPi ncx o1 �s yr I i Ln ARC A Of NC w f trl Lo j Y a DEPTH PAVEMENT Q' �if;ijx'1 9 H '" i 36' 23' 1 I- CRT. I �•i Y 3 w _ J IWO O d, 31' OB' 10' 1RT. I y S r v EX' ors" All, 6 A, 2' 37 30' v1 59 1 Dc 3' 30' DO- _ A R, - 1,637.02' = = E 1 62.35' RTC ►' r- ~ " � x� z a f 1 a e a a a a a n O.a 40% I-Na �0 , IL N r1 n N ,O a N .D a.W La ' X h, n W /•-, nW i V/r a.N U1 r n N< N N<D <cc Z 157�61 I 164486 PUBLIC APP. LT. PUBLIC APP. L1. 36' WIDTH36' WIDTH TOf PAVE TO BACK OF RAD110R AS 4, 1SC- e - - •- I -- -- —I -- ENGINEER 4.750 a a ' PAVE TO Ex. C6G �R AS -�-- ---• — r � - -� - -- I 4. --- ----- L—.. ' ( DIRECTED BY THE.ENGINEER � I _ DIRECTED BY THE f I 157+73 6 86 a a - FARM FIELD APP. RT. I FARM FIELD APP. R7. 24' WIDTH I 24' WIDTH -- S a _ - --- - -i __ --- pRAVEL 70 BACI( OF- RADII + - _ VEL TO BACK OF RADII - - - - _ _. ' 4, i 4�"� I I GRA II I 4 74;] i a 4. TSO Z ` f 1GROUND PRO."IL IF ul cc ii 4- T 16 -j— i ` - ---- '—t - i---'---- ---- I ----�---' - - tA- I I - I ` J 14.650 ,, F F j- - -- I I 4.680 Z o CD - � --+.— iAOIE:I Nu SHEET Nu1tlCp ---`-L-4. - - - 12 155+00 160f00 165400 „i x 3121.001\ 1411,PG2.0 o9nv91 I 169.00 LT, 173/4S L1. 1 7 y ADJUST SAN. SETTER G ADJUST SAN. SFTWR U1 fA A�Pill, ( MANHOLE TO GRADE ►`- MANHOLE TO GRADE r` - I �' r-••=••;- AREA OF HEW FULL • DEPTH PAVII E A Yi�'^4 drt i HID r a p • 504 ' ��P d 4 PP •INLET- 4u1E1 l_l� V,1E�Al.K � \ �.L u s - SAV - O S�•_�1' - - - fSl+ - -IV> SM - - - f.. - - _ y N - O _ _ fall - - - - Sw- - . . - J r. - �'fAr`- • Su.` - AY- - C; wi E T 19 T H AVE. - - - N. 19TH AVE. N. S 1• 43' 27' w uy --- . WET � - lk -- PP - m Ex. R/W — STA. 1 77+ 1 3. 07 4nl IT ♦ `� - I 1 U o END N. 1 9TH AVE. N BAXTER LANE TO OAK ST. a cr �V) ncr fT Q `1 _% N a v+ I -• ♦ >K < II - • nvnln - I PRIVATE APP. L T. 1 l 45' WIDTH PAVE TO BACK OF RAONOR AS DIRECTED BY THE ENCINCER E—E 4. 7 I I I 7s , 7 Y C7 GROUND PROFrEE p 4, 14Q 4, 740 4, Lij 4. 730 X U NEW CONIC. NEW CONC. Q a 4 7. i - - - — -- ----- , - - -- - - -- - - -- ----- --- - SIDE WA)K LT, 0 SIDEWALK LT.f+ . 4. 720 I Z - I a O n, N 4, TIO I _ - - -- - .- - -«—--- L I _ - -- --- -- - -- HEN CONC. NEW CONC. 4, 710 C&C LT. CSC LT, _ e- 4- 71i0 . 1 - ' -� - -- --_ -_ - ._ -- 1- -_-- - -- ri�?-�r riHm 4, 700 - I NEW CONC. NEW CONC. CSC RT. CSG RT, f• SEE G OAETRIC 4,640 ! - - } I - - } - - - m . r- v I I DETALI SHEET 9 4,69 C., PAJJECTh TIz1.001.0 NEW CONIC: NEW CONIC. f SHEET n.LIREI, r 4.68(l SIDEWALK RT. W SIDEWALK RT ; I 4.680 - -7--- --------170400 175400 I80+00 H:S, TIz1.oq1. II)THPP) Ufh ni/11"19 13 I m - AVJU R1. 8{10 LT. I3j00 N1. VALVE oATER ADJUST SAN. SEWER A ADJUST WATER AnLA Or NE 11 FU.L VALVE 10 ORAOE VALVE i0 GHAUE WNNULL IU GHADE DEPTH PAVEMENT PAVEA{ENT m v+l — E • I N r IL x. E x. R,A �„ _ a LID`�S a a pv E -Aiw r _ _.s hi -- •-T- 9$ T,._ ..• _M-.-.--1i4+. .r:-Wt _..1 _ 1� .,1y1 _ -lts•fY _ 't _ _t0._ __ 6�S- J _ _ _ _ _ _ o h R49 30' E_ P INf 9TREEcaoYE �t BAXTER L A C1 , O tiI S�r S POT IO.03. T4 BAXTER t 2 POC 149464.01 N. 19TH AWE. ,r I �A '72 J r'.1 •� n a 2 W r- ' z Ir • /1 >• WfVI �W t •� a W � X>z ' N X > maw_ d .�r�. w rFij I 12#04 PRIVATE Arr. LT. — — — - 27' WIDTH740 o:I q• q, ai 104. I � I PAVE i_0 Ex, CSG � n • ., 7 14.22 :c PUBIC APP. RT. c } I 1 3T' WIDTH PAVE TO Ex. CSG OR AS i j DIRECTED BT 1NE ENGWEER 30 Z; I I � 4 7 In N 12+40 a a I o RELOCATE MAILBOX T. d ` I 0 .moo INC o a. T20 rl j '` �.► r ISO* VC .aW 10{W O.OOOX 3 603 i i, i It 0.400X _ w 4. TOJ Q LL p A J G A C3 X 7 G } Cn 4.66U 4.680 ---- �— -- - -- - - - --- - a t 4,67l: u 5 Q i - --- - - JI I 1 i ui (i ui 4,65C I11 - `i71 031-04T I I } - i I - - � I � SlrtET s.,u8114 5+00 10+00 15+00 M:\ )121.001\ DaaPP.OGN 09i15�99 i ��oibY�r GENERAL STRIPING NOTES ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PLANS ARE NEW. EXISTING PAVEMENT MARKINGS HAVE BEEN OMITTED FOR CLARITY. SEE TYPICAL PAVEMENT MARKINGS DETAF,.SHEET S-4 FOR TYPE AND SIZE. 71 - REMOVE EXISTING PAVEMENT MARKINGS AND SYMBOLS IN CONFLICT WITH THE NEW STRIPING ACCORDING M 10 THE SPECIAL PROVISIONS a PLASTIC PAVEMENT MARX14GS ARE TO BE INLAID HOT (n 1 x r EXTRUDED HYDROCARBON THERMOPLASTIC. "n FINAL CENTERLINE CONFIGURATION AND NO PASSING ZONES WILL BE DETERMINED BY THE ENGINEER. U - GENERAL SIGNING NOTES 'C FOR NEW SIGN POSTS,USE 21/t" SOUNtE PERFORATED 0 �" STEEL TUBE MEETING THE REOUREMENTS OF MDT �•_, c �� ? STANDARD SPECIFICATION SECTION 704. �f y INSTALL SIGN POST BREAKAWAY DEVICES AS INDICATED `'�. n —•�--1 L BY THE TRIANGLE SYMBOL ON MOT OETAILEO DRAWING NUMBER 619-14- �•__ ��..._:ti USE TYPE UI HIGH INTENSITY REFLECTORIZED ALUMMM ` ` '��1 ) `• ~�� SHEETING FOR THE BACKGROUND AND LEGEND ON ALL S*NS.CONFORMING TO THE REOLAREMENTS OF MOT `\ `�,`• Q`'� STANDARD SPECIFICATION SECTION 704, \ ` �• J MOUNT ALL SIGNS S FEET TO THE BOTTOM EDGE AND 10 FEET TO THE INSIDE EOGE,AS MEASURED FROM THE EDGE OF THE FINISHED SHOULDER,UNLESS SPECIFIED OTHERWISE IN Tr£ PLANS. SEE MDT DETAILED DRAWING � o ` ` 1 �•��`. G%f NUMBER 619 00. S ,?0. N, 5 � Q o � e � F-- � 74 L1J J X a• mLD Z I LLI rJ Q m FF U71--m-FIF s 17LCOSHEE M \SItl.Opl\ 19.0.SLN �3/1 S/99 S-1 i j Ny t N- T O• 7t�3 j�?i T MAS;N=Y u s 't , Lr ><jSi M1.10 RESET FROM 141495 LT. o �a€•� M4-50 / MI•) / MG-30 RESET -►� IT$ ti K P. N P �Q/i 04.2(R)NEW • or, f \ R7-9D R2.I o/r � w 1 \ �'�00._ RE-SET RE-SET L ca Ey q •�,` ,�,Ct: \ r `• / m \ \ S 0 NEW e e ko � � K• Riw ^ �, ; r �, rn � •i • :.I IT• Alf a F. j a / _ a C:r EX. R/0 y Rif, �• _� 149+84.01 N. 19TH • �[ Q. 10+03, TI BAxTER v 3 m R2-1 O / rn, J -1rn RESET NOTE$ STA. IISTING 0 NT 116.1?.7 �i SEE SHEET S-5 FOR OVER- USE EXISTING CONTINUOUS �� 9 /� HEAD SIGNING DETAIL AND F- LEFT STRIPING 6 SYMBOLS. S y 1 CROSS-WALK STRIPING NOTES cc co D20-1 % Q RE-SET C>7 Z_ FROM I47+50 Ej5 8a % w cn f % r W Z Q N / O m 701JJV­:4) 121 _ w\NIr.001� �9-r.SG>• 09i13H9 i '-1f(d(a6i Y V S�V O .• s r R3-9t) 1�-Z Z - �= RE-SET U r� 1 020-1 RE-SET FROM 152.00 LT. NEW I � cy f ' Z / O PvE• ' z Z-I Q m RESET -e 0 i � Y Cr Z / ¢ W a: / � / / X i [a z 1 Z l.11 N NOTE. STA, 156+25.0 TO 172.55.3 Q �='(f USE EXISTING CONTINUOUS LEFT STRIPING 6 SYLOOLS. ! _ F-- 1 rn r- Z g S W N O m S�fET n...wt+ n Vl?I.Oon 11-Z.StN u9:lsi3v S+ 3 � sotv�.a 1 0 � •� N a YAP;- i �n�z� R3-9c F7. I NTT N RE-SET I ➢1 ,➢i �-• _, RE-SET RE SET I Yco `r Ln ✓ { %� . Q Lu-I J�. uj 2 d C�L) i ,, (n -, ,, -r z I a p NEW 0 i o g 2' CLEARANCE 111,11 L I V rr n n p T- MOUNTING HT. ` ` N. il9TF+ AVWE E i2. - S 1• 43_27' w — — — — _- — — — — _- E I ITT.T3.]4 H. 19TH = SIGN I i I I O#OG.OG OAK �' � IS AS USE - i < I �m V z � zZ a In LZ-4 T C) m � D SEE SHEET S-6 FDA OVER- HEAD SIGNING DETAIL AND R2-1 ''' O CROSS-WALK STRIPING NOTES I I R3.90 RESET RESET z y I� SIGN 31 R3.8d USE AS IS NEW Z< C Z Y O 20'TYP- 20'TYP. 2p _ m I - O VARIES 4-' WATE EPDXY _ O 12 — — —p--0, — — 4" WHITE PLASTIC !SKIP) _11B" wHiTE PLASTIC 12, — — cr 8'- WHITE PLASTIC _ C4" YELLOW PLASTIC LL z 4" DBL.YELLOW PLASTIC 4' HITE PLASTIC TYP. E4" TYP. - r Q _- - - �4" YELLOW PLASTIC (SKIPI � d WHITE PLASTIC TYP. 12' ��10.1 TYP. - - - - - - m Q 2s WHITE PLASTIC — — — _r 4' WHITE PLASTIC t5KIP1 — — 4 YELLOW PLASTIC— _z STOP BAR 12 -4" WHITE EPDXY 1 2 VARIES > N 24" WHITE PLASTIC Q r OESIGN "0"/ � RI•t Q DELINEATOR > TYPICAL - a a z Q. a N, TYPICAL PAVEMENT MARKINGS m� PROJECT NO NOTTO SCALE ;..001 043 C, SNEE I +ukQtu S--4 wVIl1.D01\ 19-LSWI 09iUi9h � ►N��3 — 1 M4.5O / MI-I / Aqi-10 �+ La�3�■ RESET t• •; Z )EZi°;wQ.r� MR) NEW O Lt I � M2-1 / MI-10 u idYDY:� m 1 "A1 7 RI-1 Lt RE-SEt .._ REMJvE ` CL J 1 r p r— - 0 1 1 0 I_ or 1 1 ri a o < < r r + � � •J Q or cc V:T t X. R/N 1 „ - Ex n;w to .—.�T n — , ao N y= — R AN ffA BAXTER LAN F Ex. R;W P � W J V) _ _ ►^.ram• M .{F Ocm w h Z 2 REmovE PLASTIC YELLOW� � PlASiIC mat 1i , 30• J MI-10 / W16-IL 4'• YELLOW PLASTIC M2-1 / MI-10 4" SPACE Y - USE AS IS RE-SET 4" YELLOW PLASTIC 3.5' T, �� 25' `a 43.5' AT.*— .r— DETAIL "A' 1 1 ` S 03 z 1 4 —149+so.a` z 1 f 44.9' LT.* NOT i0 SCALE p NEx OH 1 O ! D3-1 L \ � NEW OI4 Q ' rSICNAL MASTARM STREET NAME SIGNS 1i9�30 7 e►s " ' / CENTER DS SIGN PANEI -- - 59.4' RT.• ---- 149•74.9 ��_— ON CENTER 4ASTARM w QQ R3-5 R3 5 64.T' E.T.•I 0t4LT. — z z I _ 4'-0 I_ I NEw OH — R3-S Q 2 NE On — — POSITKNI OVER V I LO'TYP. J CL —2- 1 ► � LEFT TURN LANE Cr L7 >3 —6- 1••0• 03- I ' �o LHAXTER LN r , Z w z WU W LA �' R3 5 LA NOTE: W Q t!i NEW OH MOUNT 03 AND R3-5 SIGNS TO BE co z a LEVEL HORIZONTALLY ON THE MAST- 9 &n SIGNAL POLE 4 -6- I-2- 149.85. I / / ARM AS SfvOWN. :n —_2 58.3' RT. r- " �31 f--r MOUNTNG K44RUWARE IS INCLUDED W N 9 T H A v E 6 I O D 3 2 61 9 l T • N THE UNIT BID PRICE FOR SIGNS J D3-1 = _?' NEW OH Q ` 1 03.2 s NEx cm 150#1 3.0 j _ ROADWAY O NOTE, 10,9' Rt, « LE11ER5 ARE 6' AND 8- - SERIES -B- ` 1 1' 150450.9 7C-�,,11-043 47.6' LT. •@INSTALL ON MASTARMOVERHEAD SIGN DETAIL SEE DETAIL ReGHT. NOT TO SCALE x END OF CROSS-WALK H. \3121.001\BAX.SCN 09/13/99 I I 1 1 I !rYYtEi F. et68.119 G 6' 20' 20- (LT. I f I4L 0 - 5' 43' 46- RI-I I 1 R3-Bc l 110.63' RESET I ' I , h;-I REMIOVE R r As-9a T = 55.37' 2' CLEARANCE ( I I r= :rL ` o tp RE-SET T' MOUNTING HI. R = 1,000.CO' E = 1.SY I r 0 C) inuiujlj >1 ir T ' I I ry O N I t _Ex. R/ .—.—.- - - t Ex. L 14' TS- E — r S 89' 12' 49- E Y- j L N 63. Ex. R/11 =3 EX. SIT_ •--• o OAK ST. �.. - OAK ST. C f + t N r - 0 ♦ - T � ' � II I I ,� N z� Dzm O < m D z A' 6 0' 4 2S 18- (RT. 1 I _ ♦ - R3-9c D 5' 43' 46- RI-I RE-SET R3.8a L = 110.63' REMOVE 1774 17.4 NEW T 55.3T' 41. 1' 2 CLEARANCE R 1.000.00' I I T 7 t O8.8 ' 44,S' LT. • s = T' MOUNTING HT. E + I.53' 1 ' I - T.c 1 x 1Z` I 4 03-2 _ NEW OH _ 1 AK SI I I llt (E) D3-1 _( _ NE• ON Q r 1T7*43.0 _ 56.3' AT.sIN STREET NAME SIGNS I _ _ f J i NEW Oki R3-5 .L o 57.3' LT. 0 Z !T— NEW OH W LiJ g 3' -0- I 1 ' + o Ix d _2 e 1 �� z AK s T _6 ''-D 03- 1 I < rQl J, z —T- 1 R3 5 U] NEW OH R3 5 1 I1Tt92.7 N,w OH 178*22.3 55.T' H 1.W � / SS.7' LT.W 2- e- N 19O T H AVF I' D- 03- 2 1 `S O _2- NEWTON Qi NOTE: Qs INSTALL ON MASTARM 36.0' AT.• 03.2 m LETTERS ARE 6' AND B' - SERIES -6- SEE OVERNEAO SIGN = NEW OH h DETAIL ON SHEETS 5. p VRajf C 1 ha ook a,1 0l • END OF CROSS-WALK 178+38. 1 SHEET NuuNt" _ � OMIT pllr 42.4' L1. . w\3121. 001\OAK.SGh 09/I3/9'1