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HomeMy WebLinkAboutNorth 19th Ave - Baxter Lane to Oak St - Part of HDP 9113(001)F — I .�n 0.KIC/ w_L -y �} CITY PROJECT [THIS IS PART OF HDP 9113(OODF] 'Z;- ?01; - 'i�G5 .pwxkl kn. rA ��.RF M � t1� 1 GRADE, GRAVEL & PLANT MIX SURFACING 1A-45` ~ i c.i- °•°sus' wvsm 211 "`� 'sc. 'c N. 19TH AVE . — BAXTER LANE TO OAK ST. YLL ,RIBS - w4S. Kif►.O CITY OF BOZEMAN LETr" DATE - li4 .WV CM iCk 1[A VL•MA , ; �.- - k GALLATIN COUNTY ADDENDUM NO. I _ ATTACHMENT NO. B PROJECT SITE LENGTH 0.51 MILES SCALES VERTICAL, 1 INCH = 10' FEET HORIZONTALI I INCH = 100' FEET CROSS SECTIONS - HORIZONTAL & VERTICAL, I INCH = FLEI REDUCED PRINTS APPROXIMATELY Vz ORIGINAL SCALE R. 5 E. R. 6 E. T,T. Fy�.E-�,yip aa• 14 (•Sr Mikes �• GA LATIN • •� Y-9 �� �.� GDUNTY . To .tt 'I , q o� � ✓' APPROX. SCALE: 1• 4000' • \ <, 4000 4000 i� yr�n n DK. �� ..el .wro (1 ".` � l X r• , t � •• Ste' i I SURFACING SOURCE CONTRACTOR FURNISHED I e C . ; • N �•• �\ !l1444 �wrx l l � •a --� • �• , BOZ MAN f Ri LATEn PK.]JCCiS 0 � w t0 M12W(3)N ,DTH AW Y 6O RS 236-i(3)7 N.1 a 1 BAXIER LANE �0 Q g tU S 4 0 .Uil cy .w- p F rJ C4 rt_L iLl 0� - AalMI1TC0 PlaACS d ~ Got ' TRS CONTRACT WD- I • a P. L. PROJECT NUMBER SHEET No TABLE OF CONTENTS '(N.19TH AVE.)N°"" z BAXTER TO OAK ST. ROAD PLANS SHEET NO. SIGNING PLANS SHEET NO. TITLE SHEET 1 SUMMARY, LOCATION & ERECTION SPECIFICATIONS & PLAN St TABLE OF CONTENTS 2 NOTES & LINEAR & LEVEL DATA 3 CONTROL TRAVERSE & TABLE OF COORDINATES 4 TYPICAL SECTION 5-6 SUMMARIES GRADING, ADDITIONAL EXCAVATION, CLEARING & GRUBBING, 7 CROSS SECTIONS 1 - 3 PAVEMENT MARKINGS, TOPSOIL - SALVAGE & REPLACE, SEEDING, EDGE DRAINS, BLUETOP STAKING, CASEMENT PIPE SURFACING, CULVERTS, CULVERT SUMMMARY RECAP, 8 SUPPLEMENTAL ITEMS, FENCING. PLAN & PROFILE N. 19TH AVE. - BAXTER LANE TO OAK ST_ 9 v 7000-0. ero�n� PROJECT NUMBER SHEET No- LINEAR & LEVEL DATA NOTES 'N°"" 3 (N.19TH AVE.) BAXTER TO OAK ST. BASIS OF PLAN QUANTITIES LENGTH OF ROADWAY BAXTER LANE TO OAK ST. 2691.04 FT. a 0,510 MI. (QUANTITIES FOR ESTIMATING PURPOSES ONLY) LENGTH OF BRIDGES BAXTER LANE TO OAK ST. = 0,D00 FT. 0.000 MI, COMP. WT, OF PL MIX BIT. SURF. - M5 LBS- PER CU, YD. PL MIX. BIT. MAPL - 6.0% WEIGHT OF PLANT MIX MAT*L. TOTAL LENGTH OF ROADWAY BAXTER LANE TO OAK ST. = 2691,04 FT. = 0.510 MI. BIT. MAT'L, - 8.5 LBS. PER GALLON PRIME - 0.30 GALLON PER SO. YD. TACK - 0.05 GALLON PER SO. YD. SEAL - 0.40 GALLON PER SO. YD. (LATEX MODIFIED) COVER MAT'L. - 25 LBS. PER SO. YD. COMP. GRAVEL WEIGHT EST. - 3700 LBS. PER CU. YD. HYDRATED LIME - 1,5% OF PL MIX BIT, SURF. BY WEIGHT. LEVEL DATUM SOURCE SLOPES LEVEL DATUM IS ESTABLISHED FROM PROJECT STPS 235-1(6)5 AND IS BASED ON AN IRON PIN WITH AN ALUMINUM CAP LOCATED SEE X-SECTIONS & TYPICAL SECTIONS FOR CUT k FILL SLOPE RATIOS. 126,53' RT, OF STA, 1534t39.96. ELEV. - 4659.97 CLEARING AND GRUBBING COST SHALL BE INCLUDED IN PRCE BID FOR UNCLASSIFIED EXCAVATION BEARING SOURCE SURVEY MONUMENTS & PROPERTY CORNERS BEARINGS SHOWN ON THESE PLANS WERE ESTABLISHED FROM PROJECT KOP-IR-9113(001). ALL SURVEY MONUMENTS, SECTION CORNERS. 1/4 CORNERS k PROPERTY CORNERS SHALL BE REFERENCED BY THE CONTRACTOR PRIOR TO BEING DISTURBED BY CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ANY MONUMENTS AND CORNERS THAT ARE DISTRUBED DURING CONSTRUCTION, APPROACHES (STD. DRAWING NO- 103) PR'VATE TYPE "A' - PL. MIX SURF. TO R/W LINE QUANTITIES FOR AVERAGE APPROACH SHOWN IN SUMMARY TELEPHONE, NATURAL GAS AND ELECTRICAL POWER BEFORE BEGINNING EXCAVATION OR OTHER CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL CONTACT THE FOLLOWING TO VERIFY LOCATION AND DEPTH OF BURIED CABLES AND OTHER UTIUTIES 1-800-424-5555 I 1 v-\"QTESQA*.0Wr I/D!/94 PROJECT NUMBER SHEET No- AR 94111 4 N. 19TH AVE. - BAXTER LANE TO OAK ST. (N.19TH AVE.) BAXTER TO OAK ST. CONTROL TRAVERSE DIAGRAM NOTE: CONTROL TRAVERSE COORDINATE TABLE SCALE 1" = 300' - WpOT CONTROL POINT N. 19TH AVE. POINT N08TIl I EAST ELM T PT 37 1990 CONTROL TRAVERSE PANT I.D. (Y) (X) (I) LOCATION PT 4 0 - Cl N. 19TH AVE- PT 29 13775.96 144006.93 4669,92 97.55' RT OF STA 1553+56.81 190 ELEVATION EQUATION PT 30 12152.51 44210,77 4694.02 111.54' RT OF STA. 1570+17.22 190 T 1 10742.26 44172.55 4708.95 946.00' LT OF STA. 76+72.62 N. 19TH 4755. BK. - PROD. AR 01 - 4755.13 AH. - PROD. M 1201(4) PT 32 9459.61 4 4725.84 EAST ST 7. 9 N. 19TH PT 33 9421.96 41478.72 4722.92 1830.82 WEST OF STA. 90+07.31 N. 19TH - (0.84) PT 34 6806,25 44059.60 475372 QUARTER CORNER AT OAK ST. & 19TH PT 35 4159+72 44145.24 4789.10 SECTION COR. u _ BEARING EQUATION x • N 01'43'28' E SK. - PROJ AR 94111 - -Z-- O N N 01'48'21' E AH. - PROJ M 1201(4) i ° - (0'04'53") mFE � N t ^ n N n � n C4 HWU LA n rl Q < < W N da ^ V) do Q ¢p .O r" + U N 0 O � N N h u;i ci 2.52.12`0 NO2"07' 'E CD ND d rt 637 22n 7 � o (L ,� S01'43'28 W `r, a# N 5♦' BEARINGS - PROJ. AR 94111 p ; 6 0 C O ►'S a 4 * a �, , END PROJECT ' m �►� p '4 J`v STA. I77+17.57 Z �+ d Q m END N. 19TH AVE, R5 235-1(2)7 STA. 90+26.53 $. BEGIN BAXTER-OAK PROJECT STA. 150+26,53 00 A. +O 01 � r a R/W COORDINATE TABLE COORDINATE TABLE FOR ALIGNMENT POINT NORTH EAST 0. 0 I.O. (Y) (X) LOCATION 17 9403-37 43252.49 150+08.02 - 60' RT. POINT NORTH EAST 98 9140393 43378.44 150+46.29 - 60 LT. LD. (Y) (X) LOCATION 19 90WOO 43570.51 C.5- 155+09.34 - 60' V. p 8935.55 43469,58 C.S 155+09.34 - 60' RT. t 9p.48 43218.62 P.I. 90+2000 8877.49 43653.19 S.T. 156+39.34 40 2 9403.65 43315.36 150+26.53 BEGON BAXTER LAMER TO OAK 57. 22 8809.15 43554.53 S.T. 156+59.34 - 60' RT. 8967.84 43520.16 C.S. 155+09.40 23 8716453 43764.40 T.S. 158+54.59 - 60' LT. 4 3843.36 43603.84 ST. 156+59,40 4 8648.29 43665.78 T.S. 158+54.59 - 60' RT. 5 8682.41 43715.13 T.S. 158+54.94 8525-93 43747.68 S.C. 180+04.94 - 60' LT. 6 8537.75 43798.54 S,C. 16D+04.94 8589.58 43849.40 S.C. 160+04.94 - 60' RT. 7 6178.05 44063.87 P.I. 164+68.21 7 7716.04 44107.84 C.S 168+94,55 - 60' LT. 8 771510 44047+64 C.S. 168+94.71 7714+16 43987,65 C.S. 168+94.55 - 60' RT. 9 7565�13 44045.42 S.T. 170+44,71 _ �� 7566.94 43985,45 S.T. 170+44.55 - 60' RT. 10 6892.4t 44025.1 STA. 177+t 7.56 END BAXTER LANE TO OAK St 7563 32 44105.39 S.T. 170+44.55 - 60 LT- 1 6894.22 43%5.19 STA. 177+17.57 - 60' RT. 6890.61 4405514 STA. 177+57.17 - 60' LT. voo.nor�D,rc ,mn� � ' 1 PROJECT NUMBER SHEET No TYPICAL SECTION NO. 1 AR 94111 5 (N.19TH AVE.) - BAXTER TO OAK ST. _ 39.0' F - - -- E - D U END N19TH TO BAXTER P.O.C. STA. 90+26.53 - ~ BEGIN BAXTER TO OAK ST. P.O.C. STA. 150+25.53 (ONLY) C PRIME A TACK B SEA_ t COVER A _ w 12.0' _ 7.0' _7_O' 12.0' A' 27' FUTURE _ 27.0' FUTURE PROFILE GRADE LESS N C. -- - i� FUTURE FINISHED GRADE CUT i 6:1 1 FILL DEPTH �• HEIGHT AT SLOPE +6_t '✓ B_1 AT SLOPE STAKE STAKE 0-15 PLANT MIX SURF. (FUTURE) LGEOTEXTILE FABRIC-SEP/STAB-MEO.-WOVEN 0.40' PLANT MIX SURF. OR. 0 (2 EQUAL LIFTS) IN 0.20' CRUSH TOP SURF. TYPE A OR, 2 EDGE GRAJN 0.95' CRUSH BASE COURSE TYPE A GR. 5 (SEE SPECIAL PROVISIONS) 2.85' DEPTH OF SPECIAL BORROW - UNLESS GRAVEL IS ENCOUNTERED OA2 FT FT - FOR SUPERELEVATION SEE PLANS FOR INFORMATION ONLY SUPER DISTANCE (FEET) FT./FT. A A' 8 C D D' E E' F 0.05 9.3 8.7 560 61.5 31.9 29.6 33.7 30.5 35.0 FILL CUT HEIGHT AT SLOPE DEPTH AT SLOPE SLOPE STAKE SLOPE TAKE 0 - 10 l:1 0 - 5 5:1 10 - 30 J 1 5 - 10 4:1 OVER 30 2:, - :1 15 - OVVER 2:1 TYPICAL SECTION NO. 2 39.0' 39.0' F y. E E' P.G.C. 150+25-53 TO C.S. 155409.34 (0-05 FT/FT LT.) C PR ME k TACK C.S. 155+09.34 TO 157+19,34 (TRANSITION TO TYP, NO, 3) B SEAL ! COVER S.C. 160+04.94 TO C.S. 165494.55 (0.04 FT/FT RT.) 168+94.55 TO 171+19-55 TRANSITION TO TYP. NO. 3 A 12,0' 7.0' 7.0' 12.0' A' 27' FUTURE 27.0' FUTURE PROFILE GRADE FUTURE FINISHED GRADE--\ *6:i CUTT 6.T FILL DEPTH 7 I v. HEIGHT AT SLOPE ✓ 6.-1 AT SLOPE STARE 16'1 -T STAKE 1. / 0.15' PLANT MIX SURF. (FUTURE) -GEOTEXTILE FABRIC-SEPnTAB--MEO-WOVEN 0.40' PLANT MIX SURF. OR. 0 (2 EQUAL LIFTS) EDGE DRAIN 0,20' CRUSH TOP SURF. TYPE A OR. 2 (SEE SPECIAL PROVISIONS) 0.95' CRUSH BASE COURSE TYPE A GR. 5 2.05' DEPTH OF SPECIAL BORROW - UNLESS GRAVEL IS ENCOUNTERED 6 0' 0.02 FT/FT w FOR SUPERELEVATION SEE PLANS I NOTE: FOR QUANTITIES SEE TYPICAL SECTION N0, 3 SUPER DISTANCE (FEET) FT./FT. A A' B C D 0' E E' F 0.04 9.2 0.7 55.9 61.1 31.5 1 29-6 33.2 30.5 35.0 0.05 9.3 8.7 56'0 61.5 31.9 29-6 33.7 30.5 35.0 I j f/M MiA PROJECT NU%W" SHEET No. TYPICAL SECTION NO. 3 AR 6 (N.19TH9TN AVE.) 39.0' -39.0' BAXTER TO OAK ST. 32.3' 32 3' ""'w 30 9' PRIMi k TACK 30.9' STA, 157.19.34 TO 157+71.94 STA. 157�79.o TO 160+0494 TRANSITION TO TYP_ NO. 2 26.1' $EAL COVER 29.1' - STA. 17t+19.36 TO END OF PRO.ECT TRANSITION 17.37 SPECIAL BORROW - - - 8.0, 12.0' 7.0' 7.0' t z.o' GEOTTX-TILE SHLD LANE -- � LANE - S}RDR !1 TYP. 'SEP,/STAB-,TAB -HHO YENS LT t RT 27,0' FUTURE 27.0' FUTURE �- _rE PROFILE GRADE FINISHED GRADE 1 CULT _ DEPTH FILL ` 5 6 1 AT SLOPE HEIGHT - '�' - AT SLOPE 6'�1 �i 't.� _ �'STAKE STAKE E pRC OTEXTIL€FABRIC SEp,/$TAB.-MEO.-WOVEN OR APPROVED EQUAL _ 4.PVC ( E SP CIAL PROVISIONS) ED DRAIN �811 S.Y. ER STA.) -� 1_ (SEE SPECIAL PR ONS 0.15' PLANT MIX SURF. (FUTURE) o D) oR BErTER r CROSS SE ONS) 0-40' PLANT MIX SURF. CR. D (2 EOUAL UFTS) ORAM A ELATE-- ,,�� (mil AN OAA L) 0.20' CRUSH TOP SURF. TYPE A CR 2 2' MNUS 1 NOTE: EXISTING GROUND WATER LEVEL VARIES FROM 4.4' 0.25' CRUSH BASE COURSE TYPE A GR. 5 J ON NORTH ENO TO 9 6' SOUTH END MEASURED FROM - - 2.85' DEPTH OF SPECIAL BORROW - UNLESS GRAVEL 15 ENCOUNTERED EXISTING GROUND ELEVADOH. -- 0.02 FT./FT. 0.02 FT,/FT. - __ >r - QUANTITIES ------------ AGGREGATE BITUMPMS MATERIAL !•�.. ~ UNIT PLANT MIX COVER CR. TOP CR. BASE UNIT PLANT MIX SEAL PRIME TACK EDGE SURFACING MAIL, SURFACE COURSE - (XE DRAINDRAINgPEpAI PRONSIOHvS) AREA Sa FT. 23.6 12.6 67.7 SO, YDS. PER STA. 624,4 6a6.7 624.♦ GEOTT"LE TONS PER STA. 10.tt 1.06 0,� bRAINAOE-HEAVP � - CU. YDS. PER STA. 87♦ 48,7 250.7Olt KTEA TONS PER STA. 168.5 1.8 GALS. PER STA. 31.2 f c (efiGRA�DE)GRA T DRAIN AGGREGATE-- 2'MNUS sOS NOTE: EDGE DRAIN DISCHARGE TO BE SPACED AT 500 R. SEE CROSS SECTIONS t PLAN A PROFRE SHEETS. • A 4� 'ERF. PVC DRAIN AL TYPICAL SECTION NO. 4 17.E 2� I� 20.0' EDGE DRAIN DISCHARGE (TYP. EACH SIDE ROW. MAPLATE) Nis 1.0�1 5� 0'�y 5, ' - -- �'� --- - 39.0 0' SAL 1.0' STA. EXISTING ONLY �_ WALK WALK MATCH EXISTING ROADWAY IN PLACE _ a.0' 12.0 12-C' -- 7.0' 7_0' -12.o' 12.0' b.o Hr �R. LANE LANE :AN LANE SHLDR. z-O y CURB CURB �� i CL PR FILE GRADE PROFILE APE 0,02 FT. _I_ 0.02 FT./FT. (FOR INFORMATION ONLY) STA. 29+37.29 END PAVEMENT PROJ. M 1201(4) �t1�)r1aJ11 .TJM PROJECT NUMBER SHEET No. SUMMARY AR94111 7 (N. 197H AVE) BARTER TO OAK ST GRADING ADDITIONAL EXCAVATION STATION CUBIC YARDS STATION ADVL. BLUE TOP STAKING REMARKS REMARKS rROM TO UNC. •EMB.+ EXCESS SPECIAL- FROM TO EXC, 1.0 COURSE MILES EXC. EXC. BORROW -49-85 159+00 • _ DRAIN DITCH RT. '50-30 173+00 • EDGE DRAIN DISCHARGES 150+26.53 177+17.57 22812 3562 18036 23873 157.57.0 _PVT._APP. LT. CLEARING & GRUBBING - - 157a57.`4 • PVT. APP. RT. - - (TO BE INCLUDED IN THE PRICE BID FOR UNCL. EXC) 1214 - - TOPSOIL REPLACEMENT_+20% AL -- - -- ---- s INCLUDED IN ROADWAY QUANTITIES MODIFY MANHOLE (SEE STD. DWG 57) NEW 18" SM. STL-CASEMENT PIPE 0 STA. 173+66 - 37' LT. - SEE X-SECTIONS STATION LIN. FT ICY CULV, EXC. REMARKS 164+61 90 70 0.250'WALL-SKEW 17•RT. TOTAL 22812 4776 18036 23873 N. 19TH AVE. 17I+14 90 TO 0_257WALL ADJUST MANHOLE TO GRADE • SHRINK FACTOR = 1.33 TOTAL ISO 140 STA- 169+18 - 38' LT_ - SEE / `ECTIONS _• SEE TYPICAL SECTIONS 81 SPECIAL PROVISIONS fk SEE SPECIAL PROVISIONS COST 100% CITY OF BOZEMAN EDGE DRAINS (SEE DETAIL 6 SPECIAL PROVISIONS) TOPSOIL - SALVAGE & PLACE STATION LINEAR FEET CU, YDS. GEOTEXTILE FABRIC REMARKS FROM STATIONTO C.Y. TOPSOIL REMARKS 4' 4' PERFORATED DRAIN AGG. ADD'l. SEP/STAe EDGE DRAIN PVC DRAIN PVC DRAIN 2' MINUS EXC. DRAINAGE - HEAVY WED _ WOW% 150+26.53 1 9 77+17.57 1012 N. 19TH AVE. FROM TO LEFT_ RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT SD. YDS. S0. YDS. --- 150+26. 3 177.17.57 - ■ 2G631 MAINLINE 150+5C 158.OD -': - • - EDGE DRAIN LT. 158+OC 177.17 - - • EDGE DRAIN RT. 17D+45 177+17 672 - - - • - EDGE DRAIN LT. 150.30 I50.50 s - 17 - • 28.7 - EDGE DRAIN DISCHARGE LT. TOTAL • 7012 N. 19TH AVE. 153.80 154.00 - 17 - r 28.7 - EDGE DRAIN DISCHARGE LT. = INCLUDED IN MAINLINE QUANTITIES 1 80 1 +00 4 - 7 28.7 - EDGE DRAIN DISCHARGE RT, NOTE: PAID TOPSOIL QUANTITIES SHALL NOT EXCEED PLAN QUANTITIES UNLESS 16U1+B0 162 - •+00 - 4 1' 7 • 28.7 - EDGE DRAIN DISCHARGE RT. APPROVED BY THE ENGINEER. 165+80 166+00 - 6 7 ■ 28.7 - EDGE DRAIN DISCHARGE RT, 169+80 170+00 - 1 - 7 • 28.7 - EDGE DRAIN DISCHARGE RT. 17D+25 170+45 8 - 17 - • 28.7 - EDGE DRAIN DISCHARGE LT. 172+8C 173+00 10 10 17 1 7 7 ■ 57.4 - EDGE DRAIN DISCHARGE LT. 6 R7. SUB-TOTAL 1422 1917 2s 31 6e 8t 28 35 - - I TEMPORARY PAVEMENT MARKINGS TOTAL 3339 1 56 1 153 1 63 1 • 1 258.3 1 20631 IN, 19TH AVE, 1.5 MILES s INCLUDED IN MAINLINE QUANTITIES PAVEMENT MARKINGS ` GALLONS PLASTIC PAINT YELLOW WHITE SEEDING (SEE SPECIAL PROVISIONS) WHITE YELLOW WORDS UN. FT UN. FT SO. FT REMARKS SYMBOLS ACRES ACRES 4' s. 4+ WORDS SYMBms STATION REMARKS AREA SEED FERTILIZER WOOD FecxClEli caNanoN 21 4` SHLDR. LINES - FROM TO AREA 1 AREA 2 AREA 1 AREA 2 AREA 1 AREA 2 MULCH SEEDKD 6 8' LEFT TURN BAYS 150+26.53 177+1747 1.9 1.9 1.9 19 N 19TH AVE. 27 3 27 27 3 SUB-TOTAL WTERIM 7011 895 265 7011 895 265 SUB-TOTAL FINAL TOTAL t-9 1 9 9 t9 N. 19TH AVE. 27 27 3 7011 895 265 TOTAL E.SJMIOAX DWG PROJECT NUMBER 91EET Na SUMMARY (N. 19T1 8 (N. 19TH AVE.) BAXTER TO OAK ST. SURFACING STATION LNEAR FEET TONS C.Y. AGGREGATE TONS BITUMIN. MATERIAL GALS, BITUMw. MAT, SUPPLEMENTAL ITEMS FOR PLANT MATERIAL ��Tt1P�. ���BASF CNXMtSE KwHX SEAL PRIME TACK REMARKS STATION CU. YDS. TONS FROM TO GROSS NET + - MIX TYPE •A� TYPf B5-100 CRS 2 MC-70 55-1 GRADE 0 GRADE M OR. 2 LATEX MOD. FROM TO ROADBED HYDRATED COMPACTION LIME l534 210 1257 6748 272.1 28.5 23.7 840 N. 19TH AVE. TO OAx S'REET 150+26 53 177t17.57 2691.04 2691.0a _ 50t26.5 177+17.57 33832 68 MAINLINE 157+57.14 - - APPROACN 17 - 16 46 1.6 PRIVATE APPROACH RT. - TYPE A TOTAL #* 33832 6e 157t57.14 APPROACH 10 - 9 28 0.8 0.2 - PRIVATE APPROACH RT. - TYPE A 0I��p�CO�M�E.XGT��T�TO f#INCLuOED N TetF un1T PRICE BID FOP x EMB. 4776 C.Y. SPECIAL BORROW 23,873 C.Y. 8` TOP 5,183 C.Y. TOTAL 33,832 C.Y. TOTAL 2691.04 2691.04 - - - 4561 710 1252 6820 273.7 28.5 24 2 840 CULVERTS BASIC BID ITEMS OPTIONS CULVERT LINEAL FEET CUBIC YARDS CUBIC YARDS STEEL CUBIC YARDS ALUMINUM CUBIC YARDS HEIGHT SKEW CULVERT REMARKS i ENO ED04NG CL'00' RIPRAP PIPE END DOIN CL'DD' RIPRAP PIPE END EDOING CL.'DO' RPRAP oD ER ANGLE REMOVAL STATION PIPE LENGTH RELAY CLIIVERT BEDDING CLOD' RPRAP CONCRE SECTIONS MAT'L CONC. S1D.DEC 2 2/3' x I < SECTIONS MAT'L. wNC. STD. D 2 2/3' x 1/2- SECTIONS M�Aro11Ln Man I10 IN MATL CONC- 51D. DMG /2 40 30.>t (DID. N.) OF CULVERT EXC. STD 0My r • pwp No. 2s PIPE �M j jj NO,25 CORRVGATIBNS 8 N0 2s CORRucAnoN up"am fEET ma 40 In 3w LT. PIPE NO, 40M1 30 31 - 2!'-0.064 - FETS FETS - - - - 24' - 0.060' - FETS FE1S - - - - 1.0 - - PRIVATE APPROACH LT. 157+57.14 24 44 55 - - - FETS FETS - - - - - _ _ _ _ _ - - 1.0 - - PRIVATE APPROACH_RT. 157+57,14 30 46 -tl FETS FETS - - - - 30'-0.064' - FETS FETS 30` - D.060' - SETSFF-5TOTAL - - - - - - - - - - - - • PIPE COATING - SEE SPECIAL PROVISIONS FENCING (SEE STD. D*G. NO. SECT. 607) CULVERT SUMMARY RECAP ROOS EACH GATES UNEAL LIN, FT, UNEAR FEET CUBIC YARDS STATION DOZER RD101E REMARKS BASIC NEW - CULVERT HOURS 3 0 3� F#W Fe Fs EENI vun P� PANIX OfJDY•�+ c: FROM TO 32-WW" BID PIPE EXC. (TOTAL) 6O 60 16Alm; _ _ - - - 910 - -- _ 24' 44 55 tfi8t07 177+17 - - - 30' 4683 - TOTAL - 140 50 970 SUB-TOTAL 030 TOTAL SIM120AK.01NG 01!17/94 PROJECT NUMBER SHEET No. AR 94111 9 i �j _ __•_� _ '-- _ ,� rnN (N.19TH AVE.) , ! f �' - ��•�_ .61 Q BAXTER TO OAK ST. r/ P.1. STA. I50t20.00 '�Y. - _ `s„ �� co LT. ��, _� -__• ^0 ^? p f .J�0' 3 i° / >C m meo , 1016.6Y I Ts-677-33' 1 s-0,05 _ 16. / 11 r l f 6 93.20 L 1f , - M _ 4, N,°�b Q.vv�a ^ cb (j I r 59 g3 _-- , , - _ f m ` + our `00©C) --- _ ' f� A 1 1 PA. STA. 164+66.13 U r N79 Sj 36'2SlI" RT. O Soo - Q f f A.-31Dd'00, p t 1 66-2.3Y3O' o n(p _ ``+' DRAIN DITCH 2 I / 4-3,30, MCA (SEE X-SECTIONS) w I 1 4_150.00' +1D� ��S 3:m0� Go P.I. STA. 90+20.00 BK, w J END PROJECT AR 94111 f R.1637.02 Y 0-a V�QV1�`� /' ul r�o �a~ia /f S-0.01 STA. 177+17.57 UQ►- �t = STA. 150+20.00 AH, r a Q ; a / E.-86 75' 1.1( a ON + / 4 a'!r00 zt Ea N END N. 19TH AVE. R5 235-1(2)7 STA. 90+26.53 '^�°2 Y�� ! Z O - = N BAXTER-OAK PROJECT AR 94111 STA. 150+26.53 0lp�+ a m W v_m v o_' oa l nN W f W zcc)N !K f« • ~y33y�� Q Wto ,�t I +3:0 � O Ol U 4770 4.770 SNt1 QSR t 00DRAI IL ^ 4760 in STA. 150 26 TO 17 }1 STA._ 157+}57.11 r_ ` - -$c w 476a II N OEOTEXTi -SEP/ST MEO- APP. RT. ! LT. 1.079 -� 079 x- p n (SEE TYPI AL SEC ) TYPE A o Y t _ -- =d (GRADE AmEAD) 4750 @ J a W - _- 4750 0 nw �N V.C. V. 400' < - _ - 172+80 T.173+00 t RT. 4740 4+pn O n - - + 0.780 ''' O E GE GRAIN DfSCHARGr 4740 < 170 TO t71445 LT. C9 Q <O _ �( = fDG DRAIN DI CHARGE a' Li 1-r Ir I d,W } 1.732 -_ - = 169+ i0 170+ 0 RT. g x 4730 mIno0- V.C.400• - -- V.C. 400• EDGE RAIN ARCS - +ci 4730 f + 0.446 % _-- J , 165+W 70 166 00 RT. -'r � 'o EDGE DRAIN DI HARCE BOTTOM ECIAL B OW TO + D.72D -— - 161+ 162 00 RT. g� 157+80 TD 158+00 RT. EDGE TO DI AR T. + 4720 EDGE DRAIN DISCHARGE _ V_C. 200' 153+80 T 154+00 T. i 150+30 TO 150+ LT. EDGE DR N DISCHA GE BOTTOM PECIAL BORROW 4710 EOGE N D ARGE �- 4710 a W EDGE DRAIN L . +o EDGf DRAIN LT. 4700 4700 5♦; $� + p LEDGE,DRAIN RT, - 4690 - 4690 468C - 4680 — + 155+00 160t + 0 t +0 1 175+00 PROJECT NUMBER ISM, NO. ♦��� yy AR 94111 $-I (N.19TH AVE-) BAXTER TO OAK ST. 4•i, �O A - MAf-3p ♦ �D r � M•', AI/_0 '6•! JJ7 - ?0 vt >>)O c `R o NEW _ i t �� ° NJ-" Jo� Q eh �0 �_ : S J' t , 0 II Nfw - -004\~ ti N 43.9, ` � •as'•b � ENO N. 19TH AVE. RS 235-1 2 7 SLA. 90+26.53 � '� � BEGIN BAXTER-OAK PROJECT STA. 150+26.53 h�Ai eff �L66 yy T.O rf��-r 2-0XY-D / 1p-0 oOLE /3-f !-0 !-O •.0 11 YY•r0 Ill N \ 1 \ ` 19ie0 rl•I I'-eX r-J A /0-0 4'• 13j SO 3-0 tt /1 11140-411 A N 6,•�0 Y.AS -So 2-OXI-0 r. r A /O.O 1'• 14-0 9-0 0-0 J.-J !•1• 90 L. rr 1 t-ox" MILE ♦ •. (� W-N 1.991-3 30#00 0I-0 t•Ox2.0 A q-0 r• 11-0 9.0 J-0 4.0 J4 1$1-10-4If d RT W-IL I.OXI.3 Pott ` r4•ei 2-0 h0 Jl MIA- 90 of-1 2-Ox2-O W-/• 1.9XI.3 t.t \ 1-- I90 A00 W-1 1-9x 1-3 A 10.0 4"a 1" 6-0 3-0 22 14 4eO'R7 YI-so tOXt-0 POLE 40 rI-ID-411 161�00 �10 A 10-0 • N-0 SO 3.O Z.2 14 rf-lo-411 LT W-a 1-9k1-3 IOLt NOTE: WHERE SPECa?IEO ON THE PLANS AS PLASTIC, am 9. t•oxlo 2.0 PAVEMENT MARKINGS SHALL BE INLAID HOT - rf•1 2 oxZ-0 Y1"r 90 EXTRUDED HYDROCARBON THERMOPLASTIC. 4'0 w-) tie�e0 Not-) Idx r•! • q-0 1 e /S4 " SO t Y 14 r1-10-411 RT. AN 00 t-0X2-0 Rat 4.0 \\\ lei 190 RT R3-ek a-OX4-0 A p-O fool, m o /-O 3-0 a* 11 salloa 17o 10 RT WT. 2-0X a-e A 10-0 13.3 So 30 7 0 1 04 1711 N LT RJ-9r t-0X]-• A 10.0 0 13-3 1-0 3-0 70Pat FOUL AI \\\\ v - - - 1 . 4' WWTE PAIIA .y _41­4" NNITE PAINT i T rt 9' 15 3' \ �/ S MMITE PLASTK - - WHITE PLASTIC t` - -` ----�••- `.- !4' DBL YELLOW PLASTIC WwE PLASTIC • YELLOW PLASTIC — NOTES: 10' TYP 4" Am•TE PAINT WHITr PAINT ALL PAVEMENT MARKINGS SHALL BE PAINT - UNLESS OTHERWISE SPECIFIED. �14" WHITE PLASTIC - - - - - - - - --- - - - - ---- - - - - --- - - - 1 - - �y ci / I � ALL APPROACH RADII SHALL BE 25' BOZEMAN I \ M-T UNLESS OTHERWISE SPECIFlED, W DESIGN 'D' E u°N ATDR ( ST N. 19TH AVE.- BAXTER LANE TO OAK ST. a em� DELINEATOR LEGEND TYPICAL PAVEMENT MARKINGS a �a a GALLATIN COUNTY 34 41 �Ellft�V NOT TO SCALE �` SIGNING) AND PAVEMENT MARKING; SCALE 1' - 100' 04-28-93 F:\BOZEMAN\BAXOAK�SIGNI/ 1 O o Z - T I � OM' rO7 OM ON OM ON OM O_ O 0~ - O C CN N IN n U J n d v a v a d 2a J d ci a ~ o - <r - - o� n ' +t pJ o+ Q nZ np� �►= ��� Y �NF OM OD U �< o< 00 p Lo �U o< n� W O r� =�i + gx�f� �ci oa}� X x O rn 4` -- - . - - --- - 00 - Ux �a< OJQ -- --- - _OQ L t HO CY) O �< TM U O J NWU o J OC9 00 p CkfC14 O J Do Z'OaU Vl +J hz' coo '06< O+W +<O F-ST'n +< sF +ap + . 0)r < v►a�aoz .; M�� x o�c o or It 4 W } — _ X - - - - - C J - - - - - -- - h yp) J IL. 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